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07-06-2020 Council Work Session Packet
CITY COUNCIL WORK SESSION AGENDA CITY OF LINO LAKES Monday, July 6, 2020 Council Chambers 6:00 P.M. 1. Water Treatment Plant Feasibility Study, Rick DeGardner and Greg Johnson of WSB & Associates, Inc. 2. Watering Restrictions Update, Rick DeGardner 3. Laborer’s Training Center Campus Expansion, Katie Larsen 4. Beekeeping, Katie Larsen 5. Interim Accounting Services, Sarah Cotton 6. 2021 Budget Assumptions, Sarah Cotton 7. Public Purpose Expenditures, Karissa Bartholomew 8. Chain of Lakes Rotary Special Event, Sarah Cotton 9. Council Updates on Boards/Commissions, City Council 10. Review Regular Agenda 11. Adjourn WS – 1 WORK SESSION STAFF REPORT Work Session Item No. 1 Date: July 6 , 2020 To: City Council From: Rick DeGardner, Public Services Director Michael Grochala, Community Development Director Re: Water Treatment Plant Feasibility Study Background The Minnesota Department of Health recently tested the City’s manganese levels in each of the City’s wells as part of the EPA Unregulated Contaminant Monitoring Rule 4 (UCMR4). The water quality testing data from MDH indicates that five of the City’s six wells exceed the maximum recommended manganese level for infants, and three of the wells exceeds the maximum recommend level for adults and children. On March 9, 2020 the City Council authorized the preparation of a Water Treatment Plant feasibility study to evaluate future water treatment options. The purpose of this feasibility study was to evaluate alternative water supply options to address the high manganese levels in the City’s drinking water to provide acceptable water quality that meets current and proposed drinking water standards. WSB and Associates had prepared the study and Greg Johnson will present the report at the City Council work session. The study included an evaluation of: 1) Evaluation of Alternative Water Supply Options to address short to mid-term needs. 2) Analyze Source Water 3) Evaluate Water Treatment Options 4) Review Potential Plant Site 5) Prepare Centralized Water Treatment Plan Preliminary Drawings 6) Evaluate future system needs and phasing 7) Water Treatment Plant Impacts 8) Determine Estimated Costs A conventional gravity filtration system that is modified to provide for biological filtration with an initial treatment capacity of approximately 6,000 gpm is recommended for the City of Lino Lakes. A water treatment pilot study should be conducted as the first step to verify the effectiveness of the full scale treatment process for treating water to reduce manganese and iron. The estimated cost of the water treatment plan was analyzed in the report. Funding for the project would be through a combination of trunk water funds and user rates. Further financial analysis should be completed to identify the funding and rate structure proposed. Requested Council Direction Staff is requesting City Council direction to move forward with the next steps and complete a pilot study and a financial analysis including impacts to user rates. Attachments 1. Water Treatment Plant Feasibility Study FEASIBILITY STUDY WATER TREATMENT PLANT CITY OF LINO LAKES | ANOKA COUNTY | MINNESOTA June 29, 2020 Prepared for: City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 WSB PROJECT NO. 015822-000 Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 FEASIBILITY STUDY WATER TREATMENT PLANT FOR THE CITY OF LINO LAKES ANOKA COUNTY, MINNESOTA June 29, 2020 Prepared By: June 29, 2020 Michael Grochala City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 Re: Water Treatment Plant Feasibility Study City of Lino Lakes, MN WSB Project No. 015822-000 Dear Mr. Grochala: Transmitted herewith is the feasibility study report for the above-referenced project. The report includes options to address the City’s elevated manganese levels in its drinking water in addition to other contaminants. An opinion of probable cost is presented for the recommended option including potential funding alternatives. We would be happy to discuss this report with you at your convenience. If you have any questions, please do not hesitate to call me at 651-286-8466. Sincerely, WSB Greg Johnson, PE Director of Water/Wastewater C: Rick DeGardner, City of Lino Lakes Justin Williams, City of Lino Lakes Diane Hankee, WSB Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Greg Johnson, PE Date: June 29, 2020 License No. 26430 Quality Assurance/Quality Control: Jon Christensen, PE Date: June 29, 2020 License No. 57814 Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 TITLE SHEET LETTER OF TRANSMITTAL CERTIFICATION SHEET TABLE OF CONTENTS EXECUTIVE SUMMARY ....................................................................................................................1 1. INTRODUCTION ......................................................................................................................2 1.1 Purpose of Study.............................................................................................................2 1.2 Manganese Health Effects ............................................................................................2 2. EXISTING WATER SUPPLY SYSTEM ................................................................................4 2.1 Sources.............................................................................................................................4 2.2 Treatment .........................................................................................................................4 2.3 Storage .............................................................................................................................4 2.4 Distribution .......................................................................................................................5 2.5 Booster Station ................................................................................................................5 2.6 Interconnections ..............................................................................................................5 3. WATER QUALITY ANALYSIS ..............................................................................................6 3.1 Raw Water Supply ..........................................................................................................6 3.2 Drinking Water Rules and Standards ..........................................................................6 3.2.1 Primary and Secondary Drinking Water Standards ......................................6 3.2.2 Maximum Contaminant Levels (MCLs)...........................................................7 3.2.3 Health-Based Values (HBVs) and Health Risk Limits (HRLs).....................7 3.2.4 Primary Drinking Water Contaminants ............................................................7 3.2.5 Proposed Future Drinking Water Regulations ...............................................8 3.2.6 Secondary Drinking Water Contaminants ....................................................10 3.3 Emerging Contaminants ..............................................................................................12 4. WATER DEMANDS ...............................................................................................................13 4.1 Historical Water Use .....................................................................................................13 4.2 Per Capita Water Demand ..........................................................................................13 4.3 Future Water Demand Projections .............................................................................13 5. WATER SUPPLY OPTIONS ................................................................................................15 5.1 Drill New Wells ..............................................................................................................15 5.2 Purchase Treated Water..............................................................................................15 5.3 Implement Treatment ...................................................................................................16 6. WATER TREATMENT OPTIONS .......................................................................................17 6.1 Current Water Treatment Capacity Needs ...............................................................17 6.2 Future Water Treatment Capacity Needs .................................................................17 6.3 Water Treatment Needs...............................................................................................17 6.4 Water Treatment Options ............................................................................................17 6.4.1 Conventional Gravity Filtration .......................................................................18 6.4.2 Biological Gravity Filtration .............................................................................19 6.4.3 Pressure Filtration ............................................................................................19 6.4.4 Recommended Filtration Option ....................................................................20 7. WATER TREATMENT PLANT SITE EVALUATION .......................................................21 Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 7.1 Potential Sites and Land Acquisition .........................................................................21 7.2 Water Treatment Plant Building ..................................................................................21 7.2.1 Architecture .......................................................................................................21 7.2.2 Detention ............................................................................................................22 7.2.3 Filters ..................................................................................................................22 7.2.4 High Service Pump Room ...............................................................................22 7.2.5 Chemical Rooms ..............................................................................................22 7.2.6 Electrical Room .................................................................................................22 7.2.7 Generator Room ...............................................................................................22 7.2.8 Mechanical/Blower Room ...............................................................................22 7.2.9 Storage Room ...................................................................................................22 7.2.10 Office/Control Room/Laboratory ....................................................................22 7.2.11 Clearwell ............................................................................................................22 7.2.12 Backwash Tank.................................................................................................22 7.3 Conceptual Site Plan ....................................................................................................23 7.4 Public Utilities ................................................................................................................23 7.5 Private Utilities ...............................................................................................................23 7.6 Water Treatment Facility Impacts...............................................................................24 8. WATER DISTRIBUTION SYSTEM MODELING ..............................................................25 8.1 Existing System Impacts ..............................................................................................25 8.2 Proposed Watermain Phasing ....................................................................................26 9. ESTIMATED COSTS AND FUNDING OPTIONS .............................................................27 9.1 Water Treatment Plant Financial Analysis ................................................................28 9.2 Future Trunk Watermain Improvements Financial Analysis ..................................28 9.3 Future Well Nos. 7 and 8 Raw Watermain Improvements Financial Analysis ....28 10. RECOMMENDATIONS .........................................................................................................30 APPENDIX A - Figures Figure 1 Existing Water Supply System Figure 2 Neighboring Water Supply Systems Figure 3 Potential WTP Site Figure 4 Conceptual Site Plan Figure 5 Existing Public Utilities Figure 6 Proposed Raw Watermain Figure 7 Proposed Watermain Phasing APPENDIX B - Water Quality Analysis Results APPENDIX C - Anoka County Geologic Atlas APPENDIX D - Modeling Results APPENDIX E - Cost Tables Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 1 EXECUTIVE SUMMARY WSB was authorized to complete this Water Treatment Plant Feasibility Study for the City of Lino Lakes. The Minnesota Department of Health recently tested the City’s manganese levels in each of the City’s wells as part of the EPA Unregulated Contaminant Monitoring Rule 4 (UCMR4). The water quality testing data from MDH indicates that five of the City’s six wells exceed the maximum recommended manganese level for infants, and three of the wells exceeds the maximum recommend level for adults and children. The purpose of this feasibility study was to evaluate alternative water supply options to address the high manganese levels in the City’s drinking water to provide acceptable water quality that meets current and proposed drinking water standards. These options include drilling new wells, purchasing treated water from another community or water system, and implementing treatment. The option to implement treatment was the primary focus of this study. Based on the City’s water demand projections, initial and future plant capacities were determined for treating the City’s central well field and future wells. A property located near the intersection of Birch Street and 12th Avenue South was evaluated as a potential site for a water treatment facility. Water samples were obtained and analyzed for other health related compounds that are currently being monitored by MDH to plan for additional treatment beyond manganese, iron, and ammonia if needed. Based on all of the water quality data obtained from each of the City’s wells, WSB reviewed the available treatment technologies and recommended the most feasible option to treat the City’s water. A preliminary conceptual site plan was developed and used to determine the acreage needed for the plant. After determining the plant size, recommended location, conceptual site plan layout, and acreage needed, cost estimates were developed for the proposed water treatment plant. Included in these cost estimates are the raw watermains from the wells located in the central well field and the treated water distribution mains for the recommended site. An approximate water rate increase, funding options, and final recommendations for the proposed water treatment facility are also presented in this report. This project is feasible, necessary, and cost effective from an engineering standpoint and should be constructed as proposed herein. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 2 1. INTRODUCTION 1.1 Purpose of Study WSB was authorized to complete this Water Treatment Plant Feasibility Study for the City of Lino Lakes. The Minnesota Department of Health recently tested the City’s manganese levels in each of the City’s wells as part of the EPA Unregulated Contaminant Monitoring Rule 4 (UCMR4). The water quality testing data from MDH indicates that five of the City’s six wells exceed the maximum recommended manganese level for infants, and three of the wells exceeds the maximum recommend level for adults and children. The purpose of this feasibility study was to evaluate alternative water supply options to address the high manganese levels in the City’s drinking water to provide acceptable water quality that meets current and proposed drinking water standards. These options include drilling new wells, purchasing treated water from another community or water system, and implementing treatment. The option to implement treatment was the primary focus of this study. Based on the City’s water demand projections, initial and future plant capacities were determined for treating the City’s central well field and future wells. A property located near the intersection of Birch Street and 12th Avenue South was evaluated as a potential site for a water treatment facility. Water samples were obtained and analyze for other health related compounds that are currently being monitored by MDH to plan for additional treatment beyond manganese, iron, and ammonia if needed. Based on all of the water quality data obtained from each of the City’s wells, WSB reviewed the available treatment technologies and recommended the most feasible option to treat the City’s water. A preliminary conceptual site plan was developed and used to determine the acreage needed for the plant. After determining the plant size, recommended location, conceptual site plan layout, and acreage needed, cost estimates were developed for the proposed water treatment plant. Included in these cost estimates are the raw watermains from the wells located in the central well field and the treated water distribution mains for the recommended site. An approximate water rate increase, funding options, and final recommendations for the proposed water treatment facility are also presented in this report. 1.2 Manganese Health Effects Manganese is a common, naturally-occurring mineral found in rocks, soil, groundwater, and surface water. Manganese is a natural component of most foods. Manganese is an essential nutrient and eating a small amount of it each day is important to stay healthy. The majority of manganese exposure in the general population comes from the food. Grains, beans, nuts and teas are rich in manganese and it is also found in infant formula. A normal, balanced diet typically provides adequate manganese intake. The principal source of exposure to manganese is from food, but in situations where manganese levels in drinking water are elevated, the contribution from drinking water can increase the overall intake of manganese. Adults and children get enough manganese from the foods we eat. For example, EPA’s drinking water health advisory for manganese states: food at 3.5 to 7 mg manganese/day is the greatest source of manganese exposure to the general population, an average intake from Western and vegetarian diets is 0.7 to 10.9 mg manganese/day, an average cup of tea may contain 0.4 to 1.3 mg of manganese, and 12% of the population takes manganese supplements that have a median concentration of 2.4 mg/day. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 3 Manganese is not currently regulated as a national primary drinking water standard which means there is no enforceable limit for manganese in drinking water. However, EPA is in the process of determining whether to regulate manganese due to updated health effects information and additional occurrence data. EPA has included manganese in the fourth Unregulated Contaminant Monitoring Rule (UCMR4), which requires all public drinking water systems serving over 10,000 people and selected small systems to monitor for manganese. EPA will also consider the health effects in their regulatory determination and evaluate potential risks to adults, children, and infants based on recent studies. The Minnesota Department of Health (MDH), in conjunction with studies conducted by others, has determined that children and adults who drink water with high levels of manganese for an extended period of time may have problems with memory, attention, and motor skills. Infants (babies under one year old) may develop learning and behavior problems if they drink water with too much manganese in it. Therefore, MDH has established a maximum recommended manganese level for infants of 100 parts per billion (ppb) and 300 parts per billion (ppb) for adults and children. In addition to health effects, EPA’s Secondary Drinking Water Standards identify manganese as having technical (staining) and aesthetic effects (taste, color). Manganese in water can stain laundry, cause scaling on plumbing, and cause water to look, smell, or taste bad. Manganese can also create a brownish-black or black stain on toilets, showers, bathtubs, and sinks. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 4 2. EXISTING WATER SUPPLY SYSTEM 2.1 Sources The City of Lino Lakes currently has six (6) groundwater production wells. A test well and study has been completed for proposed Well No. 7. The existing well information is summarized in Table 2-1. The City is currently operating Well Nos. 5 and 6 at a lower pumping rates to improve operational efficiency for these wells. Table 2-1. Production Wells Well No.Unique Well ID Year Installed Depth (feet)Aquifer Rated Capacity (gpm) Current Pumping Rate (gpm) 1 240171 1971 306 Prairie du Chien - Jordan 675 590 2 110471 1986 258 Jordan - St. Lawrence 625 693 3 559373 1995 283 Prairie du Chien - Jordan 1,800 1,187 4 554207 1995 338 Prairie du Chien - Jordan 750 644 5 722629 2005 273 Prairie du Chien - Jordan 1,600 810 6 767887 2016 295 Prairie du Chien - Jordan 1,200 953 Total Capacity 6,650 4,877 Firm Capacity (largest well out of service)4,850 3,690 2.2 Treatment The City of Lino Lakes does not have a water treatment facility. Instead, chemicals are applied at each of the individual well houses. Chlorine is applied for disinfection, fluoride to prevent tooth decay, and polyphosphate to sequester manganese and iron. Polyphosphate does not remove manganese from the City’s drinking water, it only prevents very small amounts of manganese from precipitating to help reduce the staining of plumbing fixtures and laundry. 2.3 Storage The City has two existing water towers, and a third water tower is currently under construction. All three water towers share a common high water elevation of 1,054.5 feet. All three towers have altitude valves that automatically stop the flow of water into the tower when it is full, thereby forcing the water to flow to and fill the other parts of the system. Table 2-2. Water Towers Tower No.Status Year Constructed Volume (MG) High Water Level (ft) 1 Existing 1992 1.0 1,054.5 2 Existing 1996 1.0 1,054.5 3 Under Construction 2021 1.5 1,054.5 Total 3.5 1,054.5 Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 5 2.4 Distribution The distribution watermains range in diameter from 6-inch to 16-inch and are shown in Figure 1 in Appendix A. The pipe materials include ductile iron pipe (DIP), polyvinyl chloride (PVC), and high density polyethylene (HDPE). The 16-inch trunk watermains run between the City’s three water towers. 2.5 Booster Station The City has one booster station that increases the pressures within the Clearwater Creek development at the southeastern extents of the system, south of Well No. 4. 2.6 Interconnections The City of Lino Lakes water distribution system has seven interconnections with five neighboring communities, as well as two interconnections with the Minnesota Correctional Facility located within Lino Lakes, as shown on Figure 2 in Appendix A. The Lino Lakes water towers share a common high water level (HWL) of 1,054.5 feet. The HWLs of the neighboring systems are listed in Table 2-3. Table 2-3. Interconnection HWL Elevations City Quantity Water Tower No. 1 (feet) Water Tower No. 2 (feet) Water Tower No. 3 (feet) Blaine 1 1,053.37 1,053.70 1,063.70 Shoreview 1 1,092.5 1,092.5 N/A Circle Pines 1 1,060 N/A N/A Centerville 2 1,054.58 N/A N/A Hugo 2 N/A*1,055.5 1,084.0 Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 6 3. WATER QUALITY ANALYSIS 3.1 Raw Water Supply Sampling and testing completed by the Minnesota Department of Health (MDH) in December 2019 indicated the presence of manganese in the raw water from the City’s production wells in excess of MDH guidance values. The results from that analysis are shown in Table 3-1. The MDH manganese guidance value for infants (under one year old) is 100 ppb and for children and adults is 300 ppb. All of the City’s wells, except for Well No. 4, exceed the recommended manganese level for infants. Well Nos. 2, 3, and 6 exceed the recommended level for children and adults. Table 3-1. UCMR Manganese Results Parameter Unit Well No. 1 Well No. 2 Well No. 3 Well No. 4 Well No. 5 Well No. 6 Manganese ppb 158 527 322 84 143 408 In order to evaluate the feasibility of implementing water treatment for the removal of manganese, the City’s wells were sampled and tested for a variety of water quality parameters. The full results are included in Appendix B, and the notable results are summarized in Table 3-2 below. Table 3-2. Raw Water Quality Results Parameter Unit Well No. 2 Well No. 3 Well No. 4 Well No. 5 Well No. 6 Iron Bacteria Absent/Present Present Day 8 Present Day 10 Present Day 10 Absent Present Day 4 Dissolved Iron ppb 323 ND 84.3 290 ND Total Iron ppb 181 ND 105 310 50.1 Dissolved Manganese ppb 256 395 92.8 172 357 Total Manganese ppb 249 383 86.4 152 376 Turbidity NTU 0.94 < 0.5 < 0.5 3.5 < 0.5 Field pH 7.65 7.7 7.9 7.7 7.7 3.2 Drinking Water Rules and Standards The City of Lino Lakes’ drinking water should meet or exceed the rules and standards established by EPA and MDH. The following sections summarizes these rules and standards to provide a basis for establishing water quality and treatment goals for the City. 3.2.1 Primary and Secondary Drinking Water Standards Since 1974, the United States Environmental Protection Agency (EPA) has been responsible for regulating the nation’s public water supply systems (PWS) under the provisions of the federal Safe Drinking Water Act. However, almost all states, including Minnesota, have now assumed responsibility for enforcing the act within their own borders. EPA established the Public Water System Supervision Program under authority of the 1974 Safe Drinking Water Act (SDWA), which was most recently amended in 1996. To ensure the water is safe for human consumption, EPA sets national limits on allowable contaminant levels in public water supply systems. These limits are known as maximum contaminant levels or MCLs. Because certain contaminants are difficult to measure, EPA establishes treatment techniques or action levels in lieu of a maximum contaminant level to control unacceptable levels of those specific contaminants in public drinking water. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 7 3.2.2 Maximum Contaminant Levels (MCLs) Maximum Contaminant Levels (MCLs) are set by the United States Environmental Protection Agency (US EPA) and enforced by MDH. All public water supplies in Minnesota must meet these standards. MCLs are established through a scientific process that evaluates the health impacts of the contaminant and the technology and cost required for prevention, monitoring, and/or treatment. States are allowed to enforce lower (more strict) standards than MCLs, but are not allowed to enforce higher (less strict) standards. New MCLs or changes to existing MCLs are rarely made. 3.2.3 Health-Based Values (HBVs) and Health Risk Limits (HRLs) Health-Based Values (HBVs) and Health Risk Limits (HRLs) are developed by toxicologists at MDH using the best peer-reviewed science and public health policies available at the time of their development. An HBV or HRL is the level of a contaminant that can be present in water and pose little or no health risk to a person drinking that water. HBVs and HRLs are developed to protect sensitive or highly exposed populations. HBVs and HRLs are guidance used by the public, risk managers, and other stakeholders to make decisions about managing the health risks of contaminants in groundwater and drinking water. HRLs are guidance values that have been through the Minnesota rulemaking process, which includes at least one public comment period for stakeholders to provide feedback on the proposed guidance values. 3.2.4 Primary Drinking Water Contaminants Primary drinking water contaminants are regulated contaminants that may pose an immediate, or acute, risk to human health if they are found in drinking water. Primary Contaminants include the following main categories of contaminants: Bacteriological -Total coliform bacteria are common in the environment and are generally not harmful themselves. The presence of fecal coliform bacteria and E. coli in drinking water is serious because the bacteria are usually associated with sewage or animal waste. The presence of these bacteria in drinking water generally is a result of a problem with water treatment or the pipes which distribute the water and indicates that the water may be contaminated with organisms that can cause disease (pathogens). Nitrates - Nitrate is a man-made contaminant and also occurs naturally in the environment, but elevated nitrate levels in drinking water are usually associated with the use of fertilizer, or the breakdown of human and animal waste. It is a health concern primarily for infants under the age of six months. If the federal standard for nitrate is exceeded, an advisory is issued regarding consumption of the water by infants. The advisory remains in effect until steps can be taken to correct the problem. Nitrates have not been detected at significant concentrations in Lino Lakes’ water supply. Disinfection Byproducts - Disinfection rids drinking water of microbiological organisms, such as bacteria, viruses, and protozoa, that can cause and spread disease. The most common method of disinfection is the addition of chlorine to drinking water supplies. However, chlorine can combine with organic materials in the raw water to create contaminants called trihalomethanes (THMs) and haloacetic acids (HAAs). Repeated exposure to elevated levels of THMs over a long period of time could increase a person’s risk of cancer. All community water systems that add a disinfectant to the water must regularly test their treated water to determine if THMs and HAAs are present. If the THMs or HAAs exceed the limits set by the U. S. Environmental Protection Agency (EPA), the water system must take action to correct the problem. The corrective actions include notifying all residents served by the water system. Disinfection byproducts have been detected in Lino Lakes’ water supply but at concentrations that are significantly lower than the MCLs for haloacetic acids and total trihalomethanes. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 8 Inorganic Chemicals - Inorganic contaminants can leach into drinking water after dissolving from naturally-occurring minerals in the ground, or from runoff from industrial sources or landfills. Inorganic chemicals have not been detected at significant concentrations in Lino Lakes’ water supply. Barium has been detected in Lino Lakes’ water supply at 0.13 parts per million but is significantly lower than the MCL of 2 parts per million. Barium can be removed via precipitative softening, ion exchange, and reverse osmosis. Organic Chemicals - Organic chemicals are classified as a volatile organic chemical [VOC] or a synthetic organic chemical [SOC]. Organic contaminants come from petroleum solvents, paint removers, degreasers, cleaning fluids, pesticides, gasoline, electrical transformers, manufacturing processes, chemical production, byproducts from disinfection, and the production of plastics. Agricultural runoff, improper waste disposal, and improper handling and storage techniques contribute to drinking water contamination via percolation of the contaminant through the soil into the groundwater. Organic chemicals have not been detected in Lino Lakes’ water supply. Radionuclides - Radionuclides are alpha emitters, which include radium and uranium, occur naturally in certain groundwaters in the state due to the geological formations, particularly in the deeper aquifers. Beta emitters are usually the result of manmade sources or activities. Radionuclides have not been detected in Lino Lakes’ water supply. Lead and Copper - Community water supply systems have participated in efforts to reduce lead and copper contamination in drinking water. Lead and copper are not typically present in the water when it leaves the treatment plant. Lead and copper differ from other contaminants in that they are rarely present in source waters. Rather, they enter the water through contact with plumbing components, usually in individual homes. If more than 10 percent of the homes in a community exceed the federal “action level” for lead or copper, based on the results of community-wide monitoring, the water system must do additional testing and take steps to reduce levels. Systems that exceed the action level for lead must also perform an ongoing program of public education. Lead and Copper have not been detected at significant concentrations in Lino Lakes’ water distribution system. 3.2.5 Proposed Future Drinking Water Regulations The proposed future drinking water regulations proposed by EPA include the following regulations: Perchlorate Rule Perchlorate is both a naturally occurring and man-made chemical that is used to produce rocket fuel, fireworks, flares and explosives. Perchlorate can also be present in bleach and in some fertilizers. Perchlorate may have adverse health effects because scientific research indicates that this contaminant can disrupt the thyroid’s ability to produce hormones needed for normal growth and development. EPA is developing a proposed national primary drinking water regulation for perchlorate. EPA is using peer reviewed science and data to develop the perchlorate drinking water regulation. EPA is evaluating the available science on perchlorate health effects and exposure. EPA is also evaluating laboratory methods for measuring and treatment technologies for removing perchlorate in drinking water. Treatment processes currently considered effective include ion exchange, biological treatment, tailored granular activated carbon, and membrane separation. EPA is also evaluating costs and benefits of potential regulatory options for perchlorate. The proposed Perchlorate Rule is not expected to affect Lino Lakes. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 9 Lead and Copper Rule (LCR) Lead and copper enter drinking water primarily through plumbing materials. Exposure to lead and copper may cause health problems ranging from stomach distress to brain damage. On June 7, 1991, EPA published a regulation to control lead and copper in drinking water. This regulation is known as the Lead and Copper Rule (also referred to as the LCR or 1991 Rule). The treatment technique for the rule requires systems to monitor drinking water at customer taps. If lead concentrations exceed an action level of 15 ppb or copper concentrations exceed an action level of 1.3 ppm in more than 10% of customer taps sampled, the system must undertake a number of additional actions to control corrosion. If the action level for lead is exceeded, the system must also inform the public about steps they should take to protect their health and may have to replace lead service lines under their control. EPA’s proposed Lead and Copper Rule (LCR) includes a suite of actions to reduce lead exposure in drinking water where it is needed the most. The proposed rule will identify the most at-risk communities and ensure systems have plans in place to rapidly respond by taking actions to reduce elevated levels of lead in drinking water. The agency’s proposal takes a proactive and holistic approach to improving the current rule—from testing to treatment to telling the public about the levels and risks of lead in drinking water. This approach focuses on six key areas: 1. Identifying the areas most impacted 2. Strengthening drinking water treatment requirements 3. Replacing lead service lines 4. Increasing sampling reliability 5. Improving risk communication 6. Protecting children in schools and childcare facilities Based on Lino Lakes’ relatively low lead and copper levels in the distribution system, the proposed LCR should have minor impact on Lino Lakes. Chromium Chromium is a heavy metal that occurs throughout the environment. The trivalent form is a required nutrient and has very low toxicity. The hexavalent form, also commonly known as “chromium 6,” is more toxic and has been known to cause cancer when inhaled. In recent scientific studies in laboratory animals, hexavalent chromium has also been linked to cancer when ingested. Chromium found in drinking water is naturally occurring but has been detected from the manufacturing of textile dyes, wood preservation, leather tanning, and anti-corrosion coatings, where hexavalent chromium contaminated waste has migrated into the underlying groundwater. The federal MCL of hexavalent chromium is 100 ppb federal MCL. The total chromium MCL was established in 1977 to address the noncancer toxic effects of hexavalent chromium. EPA could propose a new MCL for hexavalent chromium. Treatment processes currently considered effective for chromium removal include adsorption, granular activated carbon, and ion exchange. Chromium has not been detected in Lino Lakes’ raw water supply, so this proposed rule should not affect Lino Lakes. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 10 3.2.6 Secondary Drinking Water Contaminants In addition to Primary Drinking Water Contaminants, EPA has established National Secondary Drinking Water Regulations that set non-mandatory water quality standards for 15 contaminants. EPA does not enforce these "secondary maximum contaminant levels" or "SMCLs." They are established only as guidelines to assist public water systems in managing their drinking water for aesthetic considerations, such as taste, color and odor. These contaminants are not considered to present a risk to human health at the SMCL. Since these contaminants are not health threatening at the SMCL, and public water systems only need test for them on a voluntary basis. EPA believes that if these contaminants are present in your water at levels above these standards, the contaminants may cause the water to appear cloudy or colored, or to taste or smell bad. This may cause a great number of people to stop using water from their public water system even though the water is actually safe to drink. Secondary standards are set to give public water systems some guidance on removing these chemicals to levels that are below what most people will find to be noticeable. There are a wide variety of problems related to secondary contaminants. These problems can be grouped into three categories: Aesthetic effects -- undesirable tastes or odors; Cosmetic effects -- effects which do not damage the body but are still undesirable; and Technical effects -- damage to water equipment or reduced effectiveness of treatment for other contaminants. Aesthetic Effects Odor and Taste are useful indicators of water quality even though odor-free water is not necessarily safe to drink. Odor is also an indicator of the effectiveness of different kinds of treatment. However, present methods of measuring taste and odor are still fairly subjective and the task of identifying an unacceptable level for each chemical in different waters requires more study. Also, some contaminant odors are noticeable even when present in extremely small amounts. It is usually very expensive and often impossible to identify, much less remove, the odor-producing substance. Standards related to odor and taste include: Chloride, Copper, Foaming Agents, Iron, Manganese pH, Sulfate, Threshold Odor Number (TON), Total Dissolved Solids, and Zinc. Color may be indicative of dissolved organic material, inadequate treatment, high disinfectant demand and the potential for the production of excess amounts of disinfectant by-products. Inorganic contaminants such as metals are also common causes of color. In general, the point of consumer complaint is variable over a range from 5 to 30 color units, though most people find color objectionable over 15 color units. Rapid changes in color levels may provoke more citizen complaints than a relatively high, constant color level. Standards related to color include: Aluminum, Color, Copper, Foaming Agents, Iron, Manganese, and Total Dissolved Solids. Foaming is usually caused by detergents and similar substances when water has been agitated or aerated as in many faucets. An off-taste described as oily, fishy, or perfume- like is commonly associated with foaming. However, these tastes and odors may be due to the breakdown of waste products rather than the detergents themselves. Standards related to foaming include Foaming Agents. Cosmetic Effects Skin discoloration is a cosmetic effect related to silver ingestion. This effect, called argyria, does not impair body function, and has never been found to be caused by drinking water in the United States. A standard has been set, however, because silver is used as an antibacterial agent in many home water treatment devices, and so presents a potential problem which deserves attention. The standard related to this effect includes Silver. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 11 Tooth discoloration and/or pitting is caused by excess fluoride exposures during the formative period prior to eruption of the teeth in children. The secondary standard of 2.0 mg/L is intended as a guideline for an upper boundary level in areas which have high levels of naturally occurring fluoride. The level of the SMCL was set based upon a balancing of the beneficial effects of protection from tooth decay and the undesirable effects of excessive exposures leading to discoloration. The standard related to this effect includes Fluoride. Technical Effects Corrosivity and staining related to corrosion not only affect the aesthetic quality of water but may also have significant economic implications. Other effects of corrosive water, such as the corrosion of iron and copper, may stain household fixtures, and impart objectionable metallic taste and red or blue-green color to the water supply as well. Corrosion of distribution system pipes can reduce water flow. Standards related to corrosion and staining include: Chloride, Copper, Corrosivity, Iron, Manganese, pH, Total Dissolved Solids, and Zinc. Scaling and sedimentation are other processes which have economic impacts. Scale is a mineral deposit which builds up on the insides of hot water pipes, boilers, and heat exchangers, restricting or even blocking water flow. Sediments are loose deposits in the distribution system or home plumbing. The EPA recommended Secondary Maximum Contaminant Levels are summarized in Table 3-1. Lino Lakes’ water currently complies with all of the recommended Secondary Maximum Contaminant Levels except for manganese, iron, and total hardness. Producing effluent water quality below these levels should be a treatment goal for Lino Lakes in addition to complying with the Primary Drinking Water Standards, Health-Based Values (HBVs), and Health Risk Limits (HRLs). Many of Lino Lakes’ customers are already treating hardness with in-home water softeners. Table 3-1 Secondary Maximum Contaminant Levels Contaminant Secondary MCL Noticeable Effects above the Secondary MCL Aluminum 0.05 to 0.2 mg/L*colored water Chloride 250 mg/L salty taste Color 15 color units visible tint Copper 1.0 mg/L metallic taste; blue-green staining Corrosivity Non-corrosive metallic taste; corroded pipes/ fixtures staining Fluoride 2.0 mg/L tooth discoloration Foaming agents 0.5 mg/L frothy, cloudy; bitter taste; odor Iron 0.3 mg/L rusty color; sediment; metallic taste; reddish or orange staining Manganese 0.05 mg/L black to brown color; black staining; bitter metallic taste Odor 3 TON (threshold odor number)"rotten-egg", musty or chemical smell pH 6.5 - 8.5 low pH: bitter metallic taste; corrosion high pH: slippery feel; soda taste; deposits Silver 0.1 mg/L skin discoloration; graying of the white part of the eye Sulfate 250 mg/L salty taste Total Dissolved Solids (TDS)500 mg/L hardness; deposits; colored water; staining; salty taste Total Hardness 150 mg/L hardness; scale deposits on plumbing fixtures; Zinc 5 mg/L metallic taste * mg/L is milligrams of substance per liter of water Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 12 3.3 Emerging Contaminants Every five years, the U.S. Environmental Protection Agency (EPA) reviews contaminants that may be present in drinking water but are not yet regulated. Thirty (30) unregulated contaminants are monitored each cycle under the Unregulated Contaminant Monitoring Rule (UCMR). The current cycle is UCMR 4, and the City of Lino Lakes was randomly selected for sampling this cycle. The notable unregulated contaminants in UCMR 4 include manganese, cadmium, and boron. The City of Lino Lakes water supply has no detection of cadmium or boron. However, manganese has been detected as discussed previously in this report. In the upcoming UCMR 5, one notable focus will be the family of chemicals referred to as per- and polyfluoroalkyl substances (PFAS), formerly known as PFCs. These contaminants are present in the East Metro Area and were the subject of the 3M Settlement. MDH has developed health-based guidance values for five PFAS compounds. The City’s wells were sampled and tested for thirty-three types of PFAS compounds at the time of this report. PFOA was detected in one well and PFBA in three wells. All concentrations were below the MDH health-based guidance values for PFOA and PFBA. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 13 4. WATER DEMANDS 4.1 Historical Water Use The City of Lino Lakes historical water demands for the last ten years are summarized in Table 4- 1 below. Table 4-1. Historical Water Use Data Year Population Served Water Pumped (MGY) Average Day Demand (MGD) Max. Day Demand (MGD) Max. Day Peaking Factor Total Per Capita Water Demand (GPCD) 2010 14,980 498 1.36 5.65 4.1 91 2011 14,985 492 1.35 5.37 4.0 90 2012 15,119 609 1.67 6.73 4.0 110 2013 15,201 536 1.47 4.35 3.0 97 2014 15,346 445 1.22 3.89 3.2 79 2015 15,411 449 1.23 3.55 2.9 80 2016 16,111 452 1.24 3.36 2.7 77 2017 16,823 494 1.35 3.67 2.7 81 2018 17,974 509 1.39 3.53 2.5 78 2019 18,000 493 1.35 3.31 2.4 75 Average 2010-2019 N/A 498 1.36 4.34 3.2 86 MGY = million gallons per year, MGD = million gallons per day, GPCD = gallons per capita per day 4.2 Per Capita Water Demand The total per capita water demand has shown a decreasing trend over the last ten years. The demand within a given year is sensitive to the climate behavior in that year. Therefore, even though total per capita water demand has been less in recent years, the average total per capita water demand from 2010 to 2019 of 86 gallons per capita per day was used for the projections in this report in order to be conservative for planning purposes. 4.3 Future Water Demand Projections The City of Lino Lakes’ water demand projections are summarized in Table 4-2 below. The projected population growth is based on the City’s Draft 2040 Comprehensive Plan Update. The total per capita water demand is the average demand from 2010 to 2019. The maximum day peaking factor is the average peaking factor from 2010 to 2019, except for the ultimate projection which uses the DNR’s recommended target of 2.6. The City’s peaking factor has shown a decreasing trend in the last ten years, and the City could possibly meet the DNR’s target before reaching ultimate development with additional conservation efforts and education. Table 4-2. Future Water Demand Projections Year Projected Population Served Total Per Capita Water Demand (GPCD) Average Day Demand (MGD) Max. Day Peaking Factor Max. Day Demand (MGD) 2020 18,000 86 1.55 3.2 4.95 2030 22,100 86 1.90 3.2 6.08 2040 26,300 86 2.26 3.2 7.24 Ultimate 55,700 86 4.79 2.6 12.45 GPCD = gallons per capita per day, MGD = million gallons per day Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 14 The average and maximum day water demand projections from Table 4-2 are shown graphically in Figure 4-1 below. The system firm capacity and total storage volume are also shown, including approximate timing of system improvements. Tower No. 3 is currently under construction and will be complete in 2021. Well Nos. 7 and 8 are projected to be needed prior to years 2023 and 2033, respectively. The anticipated capacity of future wells was assumed to be 1,000 gpm on average. Six additional wells, for a total of twelve wells, are projected to be needed to satisfy the City’s ultimate water demands. Figure 4-1. Projected Water Demand Trigger Chart Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 15 5. WATER SUPPLY OPTIONS The primary purpose of this feasibility study was to evaluate alternative water supply options to address the high manganese levels in the City’s drinking water and provide the City with acceptable water quality. These options include drilling new wells, purchasing treated water from another community or water system, and implementing treatment. 5.1 Drill New Wells The first option analyzed is to construct and utilize deeper Tunnel City-Wonewoc (CTCW) or Mt. Simon–Hinckley (CMSH) wells instead of the Prairie du Chien-Jordan (OPCJ) wells that are currently being used by the City. For example, the City of Blaine’s Well Nos. 19 and 21 and City of Columbus’ Well No. 3 are developed into the Tunnel City-Wonewoc Aquifer, and the City of Spring Lake Park’s Well No. 5 and City of New Brighton’s Well No. 8 are developed into the Mt. Simon-Hinckley Aquifer. Drilling new Prairie du Chien-Jordan wells at a similar depth as existing wells was not considered feasible because there is no guarantee that the new wells would have lower, acceptable manganese concentrations. The Tunnel City-Wonewoc Aquifer is the next deeper aquifer below the Prairie du Chien-Jordan Aquifer and St. Lawrence Aquitard. Based on the Anoka County Geologic Atlas hydrogeologic cross sections in Appendix C, this aquifer is approximately 250 to 450 feet below ground level depending on the location within the City. Because the static water levels in this aquifer would be lower than in the existing wells, larger well pumps would be required, and the City’s electrical utility costs would increase. The Minnesota Ground Water Association’s Manganese in Minnesota’s Groundwaters report from September 2015 notes that, “higher dissolved manganese concentrations commonly are found in groundwater that has low amounts of oxygen such as deep, isolated aquifers.” Therefore, deeper aquifers are likely to contain equal, if not greater, concentrations of manganese compared to the Prairie du Chien-Jordan Aquifer and would likely still require treatment for manganese. The Mt. Simon-Hinckley Aquifer is the deepest bedrock formation in the Twin Cities and is significantly deeper than the Prairie du Chien-Jordan Aquifer. Based on the Anoka County Geologic Atlas, this aquifer is at least 550 feet below ground level. This aquifer is only shown in the southern portion of Lino Lakes in the Anoka County Geologic Atlas (see cross section H-H’) due to deep wells being located along the same cross section to the west in Blaine and Coon Rapids. New Mt. Simon-Hinckley wells can potentially be drilled, although it is very uncommon for the DNR to approve them. The State of Minnesota currently has a moratorium that restricts the use of this aquifer in the Twin Cities Metropolitan Area. In addition, the Mt. Simon-Hinckley Aquifer is likely to contain high concentrations of natural Radium 226/228 that exceed the EPA MCL of 5.0 pCi/L. Therefore, this source would likely require a treatment process such as greensand filtration, ion exchange, reverse osmosis, or lime softening to treat radium. The DNR does not issue appropriation permits to public water systems to pump groundwater from this protected aquifer when alternative water sources or interconnections with nearby public water systems are available. 5.2 Purchase Treated Water The second option analyzed was to purchase treated water on a wholesale basis from St. Paul Regional Water Services (SPRWS). The SPRWS system is supplied by a combination of surface water from the Mississippi River and Northeast Metro lakes and groundwater from ten wells. SPRWS water is treated at the McCarrons Water Treatment Plant. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 16 The costs associated with this option were analyzed in detail by the Metropolitan Council in the Feasibility Assessment of Approaches to Water Sustainability in the Northeast Metro report from December 2014. The report considered expansion of the SPRWS supply, treatment, and distribution systems to serve Northeast Metro communities. To serve the City of Lino Lakes, significant transmission watermain and a booster station would need to be installed in the City of Shoreview, in addition to upgrading SPRWS’ supply and treatment capacity. This service would likely only be feasible in the context of providing regional water supply to multiple cities in the northeast metro area. The total cost to serve the communities between SPRWS and Lino Lakes (Phase 1) and the communities neighboring Lino Lakes (Phase 2) was estimated to be $576 million in this report. Although this option would relieve the City of obtaining groundwater appropriations, operating its well houses, and implementing treatment, it has several disadvantages. The City would relinquish control of its water quality to others, the City would relinquish control of a portion of its water rates to others, and the SPRWS surface water sources may be impacted by emerging contaminants or hazardous material spills in the future. Most notably, the City’s existing water rates would increase in order to cover the costs of both purchasing wholesale water from SPRWS and maintaining the existing water distribution system (such as the water towers, watermains, hydrants, and meters) within the City. Although this option could provide benefits to the City of Lino Lakes, the extremely high estimated cost to extend service to the northeast metro area from SPRWS is not feasible at the time of this study and would likely take many years to implement. It would also require several Northeast Metro Area communities to agree and collaborate on this option to make it even remotely feasible. Purchasing treated water from the neighboring cities of Blaine, Shoreview, or Circle Pines or untreated water from Hugo, White Bear Township, or Centerville was not evaluated as a feasible option for this study. These cities’ systems are designed for their water demands alone, and they do not have the sufficient water supply and treatment capacity to supply Lino Lakes’ current and future water demands. 5.3 Implement Treatment The third option analyzed was to implement municipal treatment to treat the City’s wells for manganese and iron. A municipal water treatment plant would be constructed with sufficient capacity to meet the City’s water demands through at least Year 2040 and designed for future expansion if needed. In addition to the health effects caused by manganese, the ongoing maintenance problems associated with manganese and iron will continue until these contaminants are properly treated and removed from the City’s raw water supply. Manganese and iron will continue to stain laundry and plumbing fixtures. Manganese and iron will continue to precipitate inside the City’s elevated water storage tanks and dead-end watermains and require ongoing maintenance. The City will need to continue spending approximately $50,000 per year or more on polyphosphate which does not physically remove manganese and iron from the raw water supply. Delaying treatment of manganese will result in continued consumption of manganese that exceeds the recommended levels for infants, children, and adults in addition to continued inefficiencies and wasting of resources (examples: excessive use of chemicals and water used for flushing watermains). Constructing a municipal water treatment plant would address the City’s manganese issue. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 17 6. WATER TREATMENT OPTIONS 6.1 Current Water Treatment Capacity Needs The Year 2020 projected maximum day demand for the City of Lino Lakes is 4.95 MGD (see Section 4.3). Therefore, an initial treatment plant capacity of 4,125 gpm is needed to supply 4.95 MGD over a 20-hour period to account for the cycling of pumps and filter backwashing throughout the day. The plant should be designed, however, with adequate capacity to treat at least the Year 2040 projected maximum day demand of 7.24 MGD or 6,034 gallons per minute over a 20-hour period. A plant constructed near the City’s central well field with this capacity could initially treat Well Nos. 1, 3, 5, 6 and provide additional capacity to treat future Well Nos. 7 and 8 if needed. Well Nos. 2 and 4 could then be used as non-treated peaking wells during maximum day demands or as back-up wells if any of the treated wells need to be removed from service for maintenance. 6.2 Future Water Treatment Capacity Needs The plant should be designed to allow for a future plant expansion or additional treatment processes. Prior to Year 2040, the regional hydrogeology should be studied in detail to determine if an adequate number of future wells can be constructed within one mile of the plant to justify a plant expansion in the future, or if a new well field will need to be developed in another area of the City in addition to a second water treatment plant. The City’s ultimate development will require a total treatment capacity of 12.45 MGD, or 10,375 gpm, over a 20-hour period. Therefore, the original design of the plant should allow space on site to add approximately 5 MGD of additional treatment capacity for a future plant expansion. 6.3 Water Treatment Needs The City’s raw water system has high concentrations of manganese and iron that should be treated. Customers with water softeners should continue to soften their water to remove hardness as municipal water softening would likely double to cost of a treatment plant if softening was added as an additional treatment process. A conventional or biological filtration water treatment plant with greensand or silica sand filter media will effectively treat the high concentrations of manganese and iron in the City’s raw water. The water quality testing data for the emerging contaminants do not require any additional treatment processes at this time. Most organic chemicals, if detected in the future, can be treated with granular activated carbon filter media. Volatile organic compounds (VOCs) from petroleum products can be removed with aeration. Greensand filter media can remove radionuclides (radium, gross alpha, etc.) if this natural contaminant is detected in future wells. Arsenic should easily be removed with conventional or biological filtration if detected. Filter membranes such as reverse osmosis can also be installed downstream of conventional or biological filters to remove most contaminants that cannot be removed by a conventional gravity or biological water treatment plant. 6.4 Water Treatment Options The City’s water treatment needs described in the previous section can be achieved with either Conventional Gravity Filtration, Biological Gravity Filtration, or Pressure Filtration as described as follows. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 18 6.4.1 Conventional Gravity Filtration For a Conventional Gravity Filtration system, raw water from the City’s wells would be pumped to a gravity filtration treatment filtration where it is either aerated or injected with chemicals such as chlorine and potassium permanganate to oxidize the manganese and iron to solids that can be filtered out of the water. Following aeration or chemical injection, the water flows by gravity into a detention tank to complete the oxidation of manganese and iron. From the detention tank, the water continues to flow by gravity into multiple concrete filter cells where the insoluble manganese and iron are removed by anthracite and greensand or silica sand filter media. During the filtration process, manganese and iron solids will accumulate on the filter media and restrict the flow of water to create headloss. When the headloss has increased to a maximum level, the filter media is backwashed and cleaned to remove the accumulated solids from the media. After the solids have been removed from the media, the clean filter cells are put back into service for another filtration cycle. The backwash wastewater is discharged into an underground holding tank where the clean backwash wastewater (supernatant) is recycled back to the head of the plant for additional treatment and the settled solids are discharged into the sanitary sewer system. The filtered water ultimately flows into an underground clearwell tank before it is pumped into the distribution system with high service pumps. Fluoride, chlorine and possibly ortho-phosphate would be added to the finished water. In Minnesota, the vast majority of water treatment plants over 2,000 gpm in capacity have been constructed with gravity filters and not pressure filters in the past two decades. The advantages of a Conventional Gravity Filtration system include: 1.) Odors in drinking water can easily be removed. 2.) Gravity filters are open to view and access. This is very advantageous in which it enhances the observation, operation, and maintenance of the filter cells and associated components. 3.) The walls of a concrete gravity system are integral and part of the exterior walls of the building structure. This reduces the cost of the facility since the exterior walls have a dual purpose. 4.) There are several filter equipment manufacturers having proven track records of success ensuring quality equipment and competitive bid prices. 5.) Gravity filters are considered to be the standard of the industry for municipal water filtrations. In Minnesota alone, there are many such facilities in existence having capacities equal to or greater than identified in Lino Lakes. 6.) The existing well pumping capacities will possibly increase if the wells only need to pump to the elevation of the aerator or detention tank of a gravity filtration plant rather than to the water tower levels. The disadvantages of a Conventional Gravity Filtration system include: 1.) Typically requires the facility to be constructed on two floor levels based on the hydraulic profile of the aeration, detention tank, and filters. However, parts of the plant can be constructed underground when the site has ten feet or more of topographic relief. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 19 6.4.2 Biological Gravity Filtration The manganese and iron that exist in the City’s well water could be treated without chlorine and potassium permanganate chemicals with Biological Gravity Filtration. In addition, the disinfection byproducts (Total Trihalomethanes and Total Haloacetic Acids) that are formed in the City’s water when chlorine reacts with the natural organic matter could be totally eliminated with biological filtration. Biological filtration is commonly practiced in the United States and Europe and is endorsed by the Minnesota Department of Health (MDH) as an efficient and effective method for treating manganese, iron, ammonia, and other contaminants. A Biological Gravity Filtration plant is basically a Conventional Gravity Filtration plant but with a modified aeration process and without chemicals added prior to the filtration process. Fluoride, chlorine and possibly ortho- phosphate would be added to the finished water just like a conventional gravity filtration plant. In addition to the advantages described above for a Conventional Gravity Filtration system, the advantages of a Biological Gravity Filtration system include: 1.) Higher filtration rates. 2.) Longer filter runs (reduces backwash supply and wastewater volumes). 3.) Significant savings in chemical costs (chlorine is needed for disinfection only and no potassium permanganate is needed). 4.) Reduction in disinfection byproducts. 5.) The design of a conventional gravity filtration process with detention and aeration can easily be modified to accommodate biological filtration after the successful completion of a biological filtration study as required by MDH. The disadvantages of Biological Gravity Filtration System include: 1.) Additional monitoring required with inhouse laboratory equipment for dissolved oxygen levels, etc. These tests are relatively easy to do, however, and automatic dissolved oxygen sensors are available to provide continuous monitoring. 6.4.3 Pressure Filtration For a pressure filtration system, raw water from the City’s wells would be pumped directly through multiple horizontal steel pressure filters with anthracite and greensand or silica sand filter media. The raw water would be pumped under pressure from the well pumps, through the filters, and into the water distribution system with no intermediate pumping steps. The oxidation of manganese and iron would occur inside the pipelines located downstream of the plant chemical feed systems and above the filter media. Similar to gravity filtration, as the water passes through the filter media, the insoluble solids of manganese and iron are removed from the water and create filter headloss. When the headloss has increased to a maximum level, the filter media is backwashed and cleaned with distribution system water to remove the accumulated solids from the filter media. After the solids have been removed from the media, the clean filter cells are placed back into service for another filtration cycle. The backwash wastewater is discharged into an underground holding tank where the clean backwash wastewater (supernatant) is recycled back to the head of the plant for additional treatment and the settled solids are discharged into the sanitary sewer system. Fluoride, chlorine and possibly ortho- phosphate would be added to the finished water. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 20 The advantages of a Pressure Filtration system include: 1.) Can be constructed on one floor level. The disadvantages of a Pressure Filtration system include: 1.) Pressure filters are not open to view and difficult to access internally. This reduces the observation, operation, and maintenance of the filter cells and associated components. 2.) Usually does not have an upstream detention tank to effectively oxidize and treat manganese and iron. 3.) Odors in drinking water are more difficult to remove without a full aeration process. 4.) Strong dehumidification is needed to reduce corrosion of the filters due to high humidity and sweating of the pressure filters. 5.) Steel filters need to be sand blasted and repainted every 20 years like a water tower. 6.) Less flexibility when disruption to normal operation occurs during routine maintenance procedures. 6.4.4 Recommended Filtration Option A Conventional Gravity Filtration system that is modified to provide for biological filtration with an initial treatment capacity of approximately 6,000 gpm is recommended for the City of Lino Lakes. A gravity filtration system offers many more advantages over a pressure filtration system while biological filtration will significantly reduce chemical costs, provide longer filter runs, and save many millions of gallons of water each year for the City. A water treatment pilot study should be conducted as the first step to verify the effectiveness of the full scale treatment process. Ten States Standards requires filtration rates from 2 to 4 gpm per square foot (ft2) of filter media when determining the size of a filtration system. A typical filtration rate is 2 to 3 gpm/ft2 for manganese and iron removal. For a filtration rate of 6,000 gpm under normal operating conditions, the facility will require 3,000 ft2 of filter media at a filter loading rate of 2 gpm/ ft2 or 2,000 ft2 of filter media at a loading rate of 3 gpm/ft2. To allow each filter to be thoroughly backwashed and to provide operational flexibility, four to six filter cells will be required depending on the results of the pilot study and the filter loading rate needed to provide efficient treatment of manganese and iron. Water Treatment Pilot Plant Pilot Plant-Laboratory Trailer Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 21 7. WATER TREATMENT PLANT SITE EVALUATION 7.1 Potential Sites and Land Acquisition A potential site has been identified for the water treatment plant at the southwest intersection of Birch Street and 12th Avenue South, as shown on Figure 3 and Figure 4 in Appendix A. The site is located just east of Well No. 3 and is also within a mile of Well Nos. 1, 3. 5, and 6. Therefore, raw watermain can be installed efficiently to treat these four wells at this central location. A portion of the raw watermain is already in place from Well Nos. 1 and 6. The new raw watermain that will be required for existing Well Nos. 1, 3, 5, and 6 and future Well Nos. 7 and 8, if treated, is shown on Figure 5 in Appendix A. The site is located within a 35-acre parcel that is currently privately owned. The City would need to acquire 4 acres of land at a minimum for the construction of the water treatment plant. Vehicle access to the site would be from 12th Avenue South, as shown in Figure 7 in Appendix A. The chemical rooms would be located on the east side of the building with exterior doors for chemical deliveries. The site is located within the Rice Creek Watershed District. There are existing wetlands to the west and south of the site. Surface water from the site drains west to the public ditch located between the site and Well No. 3, which drains north to Wards Lake then west through the Rice Creek Chain of Lakes. A stormwater retention pond and low maintenance landscaping should be included in the site design to contain the additional stormwater produced from this site. 7.2 Water Treatment Plant Building The proposed water treatment plant should include, at a minimum, the following features: 7.2.1 Architecture The building architecture for the plant should include cost-effective sustainable design features and provide an attractive appearance since the building will be highly visible to the public. The water treatment processes within the building should be constructed of cast-in-place concrete foundations and double wythe walls concrete block and brick masonry or insulated load bearing precast concrete wall panels as shown below. The roof structures should include precast concrete double ‘T’ roof beams to allow wider spans without internal support columns. WTP with Concrete Block and Brick Masonry Walls WTP with Precast Concrete Wall Panels The sustainable architectural features of the building should include natural daylighting throughout, low maintenance materials, and building materials that meet or exceed the current energy code. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 22 7.2.2 Detention A cast-in-place concrete detention tank to enhance the oxidation and treatment of manganese and iron. The tank will be sized with a detention time of 10 to 30 minutes depending on the treatment results obtained from the water treatment pilot study. 7.2.3 Filters The upper level of the plant may consist of an aerator on top of the detention tank, splitter box, and filters. The upper level will also contain walkways around the filters and control panels to allow the operators to manually initiate backwashes from this level, if needed. 7.2.4 High Service Pump Room A high service pump room in close proximity to the electrical room and generator room. 7.2.5 Chemical Rooms Chemical rooms for chlorine gas, sodium permanganate, fluoride, orthophosphate, and polymer to aid in backwash settling. 7.2.6 Electrical Room An electrical room in close proximity to the high service pump room and generator room. The service entrance and automatic transfer switch would also be located in this room. 7.2.7 Generator Room A generator room to house a standby generator that is capable of running the water treatment plant and selected nearby wells in the event of a power outage or possibly for peak shaving. 7.2.8 Mechanical/Blower Room A mechanical room that contains the make-up air, dehumidification, HVAC equipment, and an air-wash blower for filter backwashing. This room may also contain the air compressor for process valves and building compressed air. 7.2.9 Storage Room A storage room to store miscellaneous parts and materials. 7.2.10 Office/Control Room/Laboratory A combined office/control room/laboratory for record drawings and Operation and Maintenance manuals, plant controls and SCADA system, and laboratory equipment to analyze water quality parameters. 7.2.11 Clearwell A 250,000-gallon underground clearwell tank located under the filters and high service pump room. 7.2.12 Backwash Tank Below grade concrete backwash tank with two cells to allow for more than one filter to be backwashed in one day. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 23 7.3 Conceptual Site Plan A conceptual site plan for the proposed water treatment facility is shown on Figure 4 in Appendix A. Site access is shown on 12th Avenue South to avoid disruption to traffic on Birch Street. An underground backwash tank would be constructed on the south side of the plant and be mostly non-visible to the public. A stormwater retention pond would be constructed in the lower area of the site to collect stormwater runoff from the impervious surfaces (plant roof, paved areas, etc.). The site would be graded as needed to cover the lower level of the plant. 7.4 Public Utilities The existing public utilities at the potential site are summarized below and shown on Figure 6 in Appendix A. Water – An existing 16-inch ductile iron pipe (DIP) watermain crosses through the site, including a hydrant assembly at the eastern right-of-way line on 12th Avenue South and a 16- inch butterfly valve at the northern right-of-way line on Birch Street. This main would need to be relocated around the plant building. Sanitary Sewer – An existing 12-inch PVC sanitary sewer crosses through the site at a depth of 15 to 25 feet, including a sanitary sewer manhole at the change in direction. This approximately 412 feet long 12-inch PVC sanitary sewer and one sanitary sewer manhole would need to be relocated around the plant building. Storm Sewer – An existing stormsewer gravity main located approximately 500 feet south of the intersection of Birch Street and 12th Avenue South on the east side of the site crosses 12th Avenue South and would need to be rerouted around the site. This sewer outfalls into a private ditch that crosses the site from east to west. This ditch may need to be realigned as part of the plant construction. 7.5 Private Utilities The existing private utilities in the area include the following and will possibly need to be relocated during the plant construction: CenturyLink – An existing line is located outside the curb in the right of way south of Birch Street and west of 12th Avenue South. CenterPoint Energy – An existing 4” PE CL-6 gas line is located approximately 29 feet north of the centerline in Birch Street. No conflicts are anticipated with this line. Xcel Energy Gas – An existing gas main is located near the centerline of 12th Avenue South. An unidentified line crosses the site east-west just south of Buckthorn Lane. Xcel Energy Electric – Existing overhead lines are located in the right of way south of Birch Street and west of 12th Avenue South. Several poles are located along the right of way boundary. Comcast – No mapping data was provided by Comcast at the time of this study, although this private utility does exist in this area. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 24 7.6 Water Treatment Facility Impacts The water treatment plant is expected to have very minimal impacts to the surrounding area in terms of traffic, noise, and pollution. Monthly chemical deliveries and daily stops by the City’s operations staff would provide very minimal traffic. The plant would generate very low sound levels, if any at all, from the plant’s ventilation systems. If sound from the ventilation systems is a concern to any neighboring properties, the ventilation systems can be designed with sound attenuation devices to reduce or eliminate these sounds. The emergency generator would be stored inside a room with acoustical walls and attenuation devices to significantly reduce the sound of the generator when it runs on an infrequent basis. The storage of chlorine gas inside the plant would include emergency shutoff valves to prevent any chlorine vapors from leaving the plant. In summary, the water treatment plant is expected to have very minimal traffic, noise, and pollution impacts to the area, if any at all. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 25 8. WATER DISTRIBUTION SYSTEM MODELING 8.1 Existing System Impacts The City’s existing WaterCAD model was expanded to evaluate the impact of a central water treatment plant location with plant capacities that increase over time. Extended period simulations (EPS) were modeled to observe the filling and emptying patterns of the water towers as the system experiences variable water demands and the well pumps turn on and off throughout the day. All scenarios used maximum days demands. A series of additional demands were added at the extents of the system, where expansion will occur, in order for the total maximum day demand to equal the treatment capacity of the water treatment plant for each scenario. This was done in order to simulate the system hydraulics as additional wells are connected to the plant to meet water demand increases over time. The hydraulic conditions in the existing trunk watermains near the potential plant location were analyzed for conformance with AWWA standards. AWWA Manual M32 Computer Modeling of Water Distribution Systems recommends a maximum headloss gradient of 10 feet per 1,000 feet and a maximum flow velocity of 5 feet per second in distribution watermains. The headloss gradients, velocities, and pressure changes in the existing watermains in the vicinity of the potential plant location are shown in Table 8-1 for a various plant flow rates into the distribution system. Table 8-1. WaterCAD Results with Existing Watermain WTP Flow (gpm)* Low Pressure (psi) High Pressure (psi) Pressure Change (psi)** Max. Headloss Gradient (ft/1,000ft)*** Max. Velocity (ft/s)**** 4,000 62 - 69 73 - 80 11 3.5 4.0 5,000 62 - 70 76 - 84 14 5.0 4.8 6,000 62 - 70 94 - 101 31 - 32 6.2 5.6 7,000 62 - 70 100 - 106 36 - 38 8.1 6.4 8,000 62 - 70 103 - 110 40 - 41 15.0 8.8 9,000 62 - 70 114 - 121 51 - 52 18.5 10.0 10,000 62 - 71 115 - 122 51 - 53 27.0 12.0 *System max day demands increased to necessitate WTP flow rate. **AWWA does not prescribe a particular maximum pressure change. However, pressure changes greater than 20 psi could be noticeable and objectionable to water users. ***AWWA M32 recommends a maximum headloss gradient of 10 ft per 1,000 ft. ****AWWA M32 recommends a maximum velocity of 5 ft/s. The existing trunk watermains in the City distribution system can accommodate a water treatment plant capacity of 5,000 gpm without exceeding the maximum recommended flow velocity of 5 ft/s. The four wells located near the potential plant location (Well Nos. 1, 3, 5, and 6) have a combined total pumping rate of 4,175 gpm. Beyond 5,000 gpm, the velocities, pressure changes, and headloss gradients become prohibitive (in that order). Therefore, if additional wells and treatment capacity are added to the plant beyond 5,000 gpm, the trunk watermains will need to be upsized or additional parallel trunk watermains will need to be installed to provide acceptable water pressures for all customers. Based on the layout of the existing trunk watermains, it is recommended that additional parallel trunk watermains be installed in order to provide redundant trunk watermains along Birch Street. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 26 8.2 Proposed Watermain Phasing The water treatment plant capacity was incrementally increased from 5,000 gpm to 10,000 gpm with the model in order to determine which segments of parallel trunk watermain(s) will be needed at various phases as development progresses. The incremental plant capacities were compared with the future water demand projections to determine approximately when the watermain improvements are anticipated to be needed. The necessary trunk watermain improvements corresponding with each phase, and the resulting hydraulic conditions in the watermains in the vicinity of the potential plant site, are shown in Figure 7 in Appendix A and summarized in Table 8-2. Table 8-2. Proposed Watermain Phasing Phase WTP Flow (gpm)* Approx. Year**Watermain Description Watermain Dimensions Max. Headloss Gradient (ft/1,000ft)*** Max. Velocity (ft/s)**** 1 5,000 2021 Upsize 6-inch to 12-inch in Black Duck Dr from E Shadow Lake Dr to Mallard Ln 575 LF (12”)5.1 5.0 2 6,000 2030 Parallel 16-inch WM in Birch St from Black Duck Dr to White Oak Rd, Upsize 6-inch to 12-inch in Black Duck Dr from Birch St to Lantern Ln and from Well No. 1 to E Shadow Lake Dr 3,300 LF (16”) 1,475 LF (12”)5.1 5.0 3 7,000 to 8,000 2040 Parallel 16-inch WM in Birch St from White Oak Rd to 20th Ave S, Upsize 8-inch and 10-inch to 12-inch in Black Duck Dr at Partridge Pl and at Crystal Ct 11,500 LF (16”) 1,440 LF (12”)4.0 to 5.1 4.3 to 5.0 4 9,000 to 10,000 Post- 2040 N/A – Velocities exceed 5 ft/s with two parallel 16-inch trunk watermains N/A 7.6 to 8.8 6.1 to 6.6 *System max day demands increased to necessitate WTP flow rate. **Approximate year that the WTP capacity will need to be increased to meet maximum day demand, based on a 20-hour supply period. ***AWWA M32 recommends a maximum headloss gradient of 10 ft per 1,000 ft. ****AWWA M32 recommends a maximum velocity of 5 ft/s. As shown in Table 8-2, the maximum flow velocity is more constraining than the maximum headloss gradient. The existing 16-inch trunk watermain reaches a velocity of 5 ft/s at a flow rate of 3,150 gpm. Because the potential plant site is centrally located in the water distribution system, a total flow rate of 6,000 gpm results in approximately 3,000 gpm flowing outward in either direction in the 16-inch trunk watermain, which satisfies the velocity constraint. A plant capacity of 6,000 gpm only requires trunk watermain improvements in the immediate vicinity of the plant site. However, increasing to 7,000 gpm (resulting in approx. 3,500 gpm flowing in each direction) will require parallel trunk watermains alongside the existing 16-inch trunk watermains in Birch Street as shown in Figure 7 in Appendix A. Watermain phasing was also reviewed along Black Duck Drive north of Birch Street. The existing watermains in Black Duck Drive include a mixture of 6-inch, 8-inch, 10-inch, and 12-inch diameter watermains. A 12-inch trunk watermain has been installed in Aqua Lane to the northwest to improve transmission to the northwest portion of the system, and the watermain in Black Duck Drive should be upsized to 12-inch to complete a uniform, continuous loop. The phases at which particular segments of this watermain need to be upsized to 12-inch diameter to meet the AWWA recommended hydraulics are shown in Figure 7 in Appendix A. These improvements could also be completed all at once in Phase 1. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 27 9. ESTIMATED COSTS AND FUNDING OPTIONS This section provides a financial analysis for the proposed water treatment facility and the future trunk watermain improvements. Preliminary water rate and Water Availability Charge (WAC) increases were calculated for funding the proposed improvements. All capital cost estimates are provided as present worth costs. The estimated costs for the water treatment facility and trunk watermain improvements are presented separately because the implementation of the trunk watermain improvements will occur in the future. The timing of the trunk watermain improvements will be dependent on the actual rate of development for the next 20 years and beyond. A portion of the recommended trunk watermain improvements may not be required in the future if a future wellfield and second water treatment plant need to be constructed in a remote area of the City due to the limited capacity of the Jordan Sandstone Aquifer in the general area of the central well field. The operation and maintenance (O&M) costs for the water treatment facility were also estimated for the first 20 years of plant operation and included in the preliminary water rate and WAC increases as follows: Plant Operations - The number of operating hours at water treatment facilities can be subjective to actual need versus personal preference. In one national survey of water operators, the number of operating hours at water treatment facilities varied from as little as ten (10) hours per week to as high as forty (40) hours per week. For this analysis, the estimated annual cost to add one additional full-time equivalent (FTE) or licensed water operator to assist and operate the proposed water treatment facility was included in the estimated O&M costs. Equipment Maintenance - The estimated O&M costs include 1.0 percent of the capital cost of the treatment and electrical equipment to cover the cost of ongoing maintenance that is necessary to keep these equipment items functional over their useful life. This annual replacement value is consistent with EPA protocol for comparative economic analysis of water treatment facilities. Chemical Costs – The addition of a water treatment facility may require slightly more chlorine to be fed than what is currently being fed at the City’s well houses for oxidizing iron to a filterable form. In addition, sodium permanganate may be needed to oxidize manganese to a filterable form. The additional chlorine and sodium permanganate costs could possibly be eliminated altogether, however, with a biological filtration gravity filtration system. For these calculations, it was assumed that additional chlorine and sodium permanganate will be needed at the water treatment facility. Heating, Cooling, and Dehumidification - Estimated O&M costs are included for the plant building heating, cooling, and dehumidification. Electricity – The additional electricity costs for the proposed water treatment facility will be minimal for the HVAC systems, lights, small pumping systems, etc. The additional electricity costs for pumping the treated water into the distribution system will be minimal since the City’s current wells are already pumping water into the distribution system and up into the water towers. A gravity filtration plant would add only about 25 to 30 feet of additional pumping head, at most, to the City’s current pumping heads at the wells. Property Insurance - The estimated O&M costs include an annual cost of $10,000 per year to amend the City’s current insurance policy to include property insurance coverage for the proposed water treatment facility. Building Maintenance – The estimated O&M costs include an estimated $500 per month for general building maintenance. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 28 9.1 Water Treatment Plant Financial Analysis The estimated costs for the recommended gravity filtration water treatment plant option analyzed in this report are summarized in Table 9-1 below and are broken out in greater detail in Appendix E. The 20-year total costs include both the initial capital costs and the annual operations and maintenance (O&M) costs for the first twenty years of plant operation. The capital costs include a 10 percent construction contingency and 15 percent indirect costs (engineering, legal, administrative, etc.). The annual operation and maintenance (O&M) costs are based on a 3.5 percent inflation rate. Funding this project through an adjustment to the City’s water rates, water availability charge (WAC), or trunk watermain charges, or a combination that uses all of these funding methods, should be evaluated as part of a detailed water utility rate study. Table 9-1. Estimated Cost Summary for Water Treatment Plant 20-Year Capital Cost $20,032,155.40 20-Year Loan Interest (1.5%)$3,303,597.25 20-Year Operation and Maintenance Cost $3,323,438.80 20-Year Total Cost Including Loan Interest $26,659,191.45 9.2 Future Trunk Watermain Improvements Financial Analysis The estimated costs for the Phase 1 trunk watermain improvements were not included in this financial analysis because this project is already proceeding and being funded by other means. The estimated costs for the future Phase 2, 3, and 4 trunk watermain improvements analyzed in this report are summarized in Tables 9-2, 9-3, and 9-4 and are broken out in greater detail in Appendix E. The capital costs include a 10 percent construction contingency and variable indirect costs (engineering, legal, administrative, etc.) depending on the size of the project. Funding these trunk watermain projects through an adjustment to the City’s trunk watermain charge should be evaluated as part of a detailed water utility rate study. Table 9-2. Estimated Cost Summary for Phase 2 Trunk Watermain Improvements 20-Year Capital Cost $178,571.25 20-Year Loan Interest (1.5%)$29,449.03 20-Year Total Cost Including Loan Interest $208,020.28 Table 9-3. Estimated Cost Summary for Phase 3 Trunk Watermain Improvements 20-Year Capital Cost $1,646,346.90 20-Year Loan Interest (1.5%)$271,506.83 20-Year Total Cost Including Loan Interest $1,917,853.73 Table 9-4. Estimated Cost Summary for Phase 4 Trunk Watermain Improvements 20-Year Capital Cost $3,921,500.00 20-Year Loan Interest (1.5%)$646,713.06 20-Year Total Cost Including Loan Interest $4,568,213.06 9.3 Future Well Nos. 7 and 8 Raw Watermain Improvements Financial Analysis Estimated costs for constructing raw water mains from future Well Nos. 7 and 8 are summarized in Table 9-5 if the City decides to treat these wells at the water treatment plant versus pumping them directly into the distribution system without treatment. These costs are broken out in greater detail in Appendix E. The capital costs include a 10 percent construction contingency and 15 percent indirect costs (engineering, legal, administrative, etc.). Funding these raw watermain improvements through an adjustment to the City's water rates, water availability charge (WAC), or trunk watermain charges, or a combination that uses all of these funding methods, should be evaluated as part of a detailed water utility rate study. Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 29 Table 9-5. Estimated Cost Summary for Future Well Nos. 7 and 8 Raw Watermain Improvements 20-Year Capital Cost $3,058,770.00 20-Year Loan Interest (1.5%)$504,436.19 20-Year Total Cost Including Loan Interest $3,563,206.19 Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 Page 30 10. RECOMMENDATIONS A Conventional Gravity Filtration Water Treatment Plant that is designed to provide for biological filtration is recommended to treat the City’s central well field. The initial treatment capacity should be 6,000 gallons per minute (gpm) to supply the City’s maximum day demands until Year 2040. The plant would initially treat manganese and iron in Well Nos. 1, 3, 5, 6, and future Well Nos. 7 and 8 if needed. The plant should also be designed to allow for a future plant expansion (beyond Year 2040) as additional wells are constructed near the central well field. Removing manganese and iron from the City’s raw water will provide major benefits to the City and its customers. In addition to providing drinking water that is treated for manganese, the City’s overall water quality will be greatly improved. Staining of laundry and plumbing fixtures will no longer be an issue for customers, and the City’s water distribution system will need less maintenance with cleaner watermains that require less flushing of settled manganese and iron from the mains. A water treatment pilot study should be conducted as the next step to pilot the proposed water treatment process with the City’s raw water to verify its effectiveness for a full scale water treatment plant. The following implementation schedule is recommended for this project to ensure that treated water is provided to all City customers by Year 2023: Task Date City Council accepts the Water Treatment Plant Feasibility Study July 6, 2020 City Council authorizes Water Treatment Pilot Study July 13, 2020 completes Water Treatment Pilot Study November 13, 2020 City council authorizes design and bidding services for Water Treatment Plant November 23, 2020 completes bidding documents for Water Treatment Plant March 31, 2021 Water Treatment Plant construction bid opening April 29, 2021 City Council awards construction contract for Water Treatment Plant May 10, 2021 Complete construction of Water Treatment Plant October 17, 2022 Water Treatment Plant start-up October 28, 2022 Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 APPENDIX A Figures !< !< !< !< !® !® !< !< !® §¨¦35W §¨¦35W §¨¦35W §¨¦35E §¨¦35E §¨¦35E BaldwinLake RondeauLake BaldEagleLake WilkinsonLake Otter Lake AmeliaLake Reshanau LakeRice Lake CentervilleLake Marshan Lake GeorgeWatchLake Peltier Lake Cedar Lake Well #1 Well #3 Well #4 Well #2 Tower #1 Tower #2 Well #5 Well #6 Tower #3 North Oaks Blaine Blaine Hugo Shoreview Lexington Centerville Circle Pines Forest LakeColumbus WhiteBearTwp. WhiteBear Twp. Ham Lake Document Path: K:\015822-000\GIS\Maps\Fig1_ExistingWaterSupplySystem.mxd Date Saved: 4/1/2020 11:28:52 AM Legend !®Water Tower !<Well Watermain Diameter 6" 8" 10" 12" 14" 16" City Boundary Figure 1Existing Water Supply System Water Treatment PlantFeasibility StudyCity of Lino Lakes, MN 0 3,500Feet¯1 inch = 3,500 feet # # # # # # ## # !< !< !< !< !® !® !< !< !® City of HugoHWL = 1,085.0 ftCity of HugoHWL = 1,085.0 ft City of CentervilleHWL = 1,054.6 ftCity of CentervilleHWL = 1,054.6 ft City of ShoreviewHWL = 1,092.5 ft City of Circle PinesHWL = 1,060.0 ft City of BlaineHWL = 1,053.4-1,063.7 ft City of Lino LakesHWL = 1,054.5 ft BaldwinLake RondeauLake BaldEagleLake WilkinsonLake Otter Lake AmeliaLake ReshanauLake Rice Lake CentervilleLake MarshanLake GeorgeWatch Lake Peltier Lake Cedar Lake North Oaks Blaine Blaine Hugo Shoreview Grant Lexington Lexington Centerville Circle Pines Dellwood Forest LakeColumbus White BearTwp.WhiteBearTwp. Ham Lake £¤61 §¨¦35E §¨¦35 §¨¦35W Document Path: K:\015822-000\GIS\Maps\Fig2_NeighboringWaterSupplySystems.mxd Date Saved: 6/1/2020 4:27:13 PM Legend #ExistingInterconnection !®Water Tower !<Well Watermain Interstate Highway U.S. Highway MN Highway Other TrunkHighway City Boundary Figure 2Neighboring WaterSupply Systems Water Treatment PlantFeasibility StudyCity of Lino Lakes, MN 0 4,000Feet¯1 inch = 4,000 feet !< !< Potential WTP Site Well #3 BIRCH ST 12TH AVEWHITE OAK RDWHITETAIL TRLCHOKECHERRY RDWILD TURKEY TRLBUCKTHORN LN RUFFED GROUSE RD VELVETLEAF LN R U F F E D G R O U S E C T Document Path: K:\015822-000\GIS\Maps\Fig3_PotentialWTPSite.mxd Date Saved: 6/15/2020 4:12:56 PM Legend !®Water Tower !<Well Watermain Diameter 6" 8" 10" 12" 16" Unknown Wetlands City Boundary Figure 3Potential WTP SiteWater Treatment PlantFeasibility StudyCity of Lino Lakes, MN 0 200Feet¯1 inch = 200 feet K:\015822-000\Graphics\Concept\015822_Concept_6_11_20Figure 4 - Conceptual Site Plan Lino Lakes, Minnesota June 25, 2020 | WSB Project number: 015822-000 Scale in Feet 160’0’80’40’20’ BIRCH STBIRCH ST 12TH AVE S12TH AVE SWATER TREATMENT PLANT BACKWASH TANKS DRIVEWAY PARKING AREA PARKING AREA STORMWATER POND PROPOSED TREES (TYP.) EXISITNG TREE FUTURE BUILDING EXPANSION PROPERTY LINE """"""""""""""""""""""""""""""""""""""""!( !( !(!( !( !( !( !(!( !( !( G!5 G!5 G!5 G!5 !( !( !( !( Potential WTP Site BIRCH ST 12TH AVEBUCKTHORN LNWILD TURKEY TRLCHOKECHERRY RDDocum ent Path: K:\015822-000\GIS\M aps\Fig5_ExistingPublicUtilities.mxd Date Saved: 6/15/2020 6:41:00 PM Legend !(Water Valve G!5 Water Hydrant Watermain Xä Sanitary Lift Station !(Sanitary Manhole Sanitary Forcemain "Sanitary Gravity Main #*Storm Inlet !(Storm Manhole "Storm Gravity Main RCWD Ditch RCWD Culvert Storm Detention Pond Wetlands City Boundary Figure 5Existing Public UtilitiesWater Treatment PlantFeasibility StudyCity of Lino Lakes, MN 0 100Feet¯1 inch = 100 feet !< !< !< !< Potential WTP Site Ex isting 1 0" Raw WM Upsize 10" R aw WM to 16" New 20" Raw WM New 24" Raw WM New 16" Raw WM(fr om We lls No. 7 and 8) Ex isting 1 2" Raw WM New 12" Raw WM Reshanau Lake Well #1 Well #3 Well #5 Well #6BLACK DUCK DRBIRCH ST Docum ent Path: K:\015822-000\GIS\M aps\Fig6_ProposedRawWatermain.mxd Date Saved: 6/15/2020 6:42:23 PM Legend !®Water Tower !<Well Proposed Raw Watermain Diameter 10" 12" 16" 20" 24" Existing Watermain Diameter 6" 8" 10" 12" 14" 16" City Boundary Figure 6Proposed Raw Watermain Water Treatment PlantFeasibility StudyCity of Lino Lakes, MN 0 500Feet¯1 inch = 500 feet !< !< !< !® !< !< !® §¨¦35E Phase 2 (2021)Upsize Bla ck Duck Dr 6" to 12" WM(5 75 LF) Phase 3 (2030)Pa rallel 16" W M in Birch Stfrom Black Duc k Dr to White Oak Rd(3 ,30 0 LF) Phase 4 (2040)Parallel 16" W M through development(s)from 20th Ave S to Cypress St(1,000 LF) Phase 3 (2030)Upsize Bla ck Duck Dr 6" to 12" WM(6 85 LF) Phase 3 (2030)Upsize Bla ck Duck Dr 6" to 12" WM(7 90 LF) Phase 3 (2030)Upsize Bla ck Duck Dr 8" to 12" WM(9 05 LF) Phase 2 (2021)Upsize Bla ck Duck Dr 10" to 12" WM(5 35 LF) Potential WTP Site Phase 1 (2020)Pa rallel 16" W M through Nadeau Acresfrom we stern boundary to 20th Ave S(1 ,50 0 LF) Phase 1 (2020)Pa rallel 16" W M through Nadeau Acresfrom we stern boundary to 20th Ave S(1 ,50 0 LF) Phase 4 (2040)Parallel 16" W M through development(s)from 20th Ave S to Cypress St(1,000 LF) Phase 4 (2040)Pa rallel 16" W M in Birch Stfrom White Oak Rd to Nadeau Acres boundary(9 ,00 0 LF) Phase 3 (2030)Pa rallel 16" W M in Birch Stfrom Black Duc k Dr to White Oak Rd(3 ,30 0 LF) Phase 3 (2030)Upsize Bla ck Duck Dr 6" to 12" WM(7 90 LF) Phase 3 (2030)Upsize Bla ck Duck Dr 8" to 12" WM(9 05 LF) Phase 3 (2030)Upsize Bla ck Duck Dr 6" to 12" WM(6 85 LF) Phase 2 (2021)Upsize Bla ck Duck Dr 6" to 12" WM(5 75 LF) Phase 2 (2021)Upsize Bla ck Duck Dr 10" to 12" WM(5 35 LF) Phase 4 (2040)Pa rallel 16" W M in Birch Stfrom White Oak Rd to Nadeau Acres boundary(9 ,00 0 LF) Otter Lake Amelia Lake Reshanau Lake CentervilleLake MarshanLake GeorgeWatch Lake Peltier LakePeltier Lake Cedar Lake Well #1 Well #3 Well #4 Tower #2 Well #5 Well #6 Tower #3 Centerville 20TH AVEHOLLY DRBLACK DUCK DRCENTERVILLE RDMAIN ST BIRCH ST Docum ent Path: K:\015822-000\GIS\M aps\Fig7_ProposedWatermainPhasing.mxd Date Saved: 6/15/2020 4:08:22 PM Legend !®Water Tower !<Well Proposed Watermain Diameter 12" 16" Existing Watermain Diameter 6" 8" 10" 12" 14" 16" City Boundary Figure 7Proposed Watermain Phasing Water Treatment PlantFeasibility StudyCity of Lino Lakes, MN 0 1,500Feet¯1 inch = 1,500 feet Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 APPENDIX B Water Quality Analysis Results #=CL# June 22, 2020 LIMS USE: FR Prelim - JUSTIN LIMS OBJECT ID: 10520924 10520924 Project: Pace Project No.: RE: Justin WIlliams City of Lino Lakes 600 Town Center Parkway Circle Pines, MN 55014 20-03427 LINO LAKES DW 2020 Dear Justin WIlliams: Enclosed are the analytical results for sample(s) received by the laboratory on June 09, 2020. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. Some analyses were subcontracted outside of the Pace Network. The test report from the external subcontractor is attached to this report in its entirety. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - Duluth • Pace Analytical Services - Minneapolis If you have any questions concerning this report, please feel free to contact me. Sincerely, Jared Dickinson jared.dickinson@pacelabs.com Project Manager (612)607-1700 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Page 1 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=CP# CERTIFICATIONS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Pace Analytical Services Minneapolis A2LA Certification #: 2926.01 Alabama Certification #: 40770 Alaska Contaminated Sites Certification #: 17-009 Alaska DW Certification #: MN00064 Arizona Certification #: AZ0014 Arkansas DW Certification #: MN00064 Arkansas WW Certification #: 88-0680 California Certification #: 2929 CNMI Saipan Certification #: MP0003 Colorado Certification #: MN00064 Connecticut Certification #: PH-0256 EPA Region 8+Wyoming DW Certification #: via MN 027- 053-137 Florida Certification #: E87605 Georgia Certification #: 959 Guam EPA Certification #: MN00064 Hawaii Certification #: MN00064 Idaho Certification #: MN00064 Illinois Certification #: 200011 Indiana Certification #: C-MN-01 Iowa Certification #: 368 Kansas Certification #: E-10167 Kentucky DW Certification #: 90062 Kentucky WW Certification #: 90062 Louisiana DEQ Certification #: 03086 Louisiana DW Certification #: MN00064 Maine Certification #: MN00064 Maryland Certification #: 322 Massachusetts DWP Certification #: via MN 027-053-137 Michigan Certification #: 9909 Minnesota Certification #: 027-053-137 Minnesota Dept of Ag Certifcation #: via MN 027-053-137 Minnesota Petrofund Certification #: 1240 Mississippi Certification #: MN00064 Missouri Certification #: 10100 Montana Certification #: CERT0092 Nebraska Certification #: NE-OS-18-06 Nevada Certification #: MN00064 New Hampshire Certification #: 2081 New Jersey Certification #: MN002 New York Certification #: 11647 North Carolina DW Certification #: 27700 North Carolina WW Certification #: 530 North Dakota Certification #: R-036 Ohio DW Certification #: 41244 Ohio VAP Certification #: CL101 Oklahoma Certification #: 9507 Oregon Primary Certification #: MN300001 Oregon Secondary Certification #: MN200001 Pennsylvania Certification #: 68-00563 Puerto Rico Certification #: MN00064 South Carolina Certification #:74003001 Tennessee Certification #: TN02818 Texas Certification #: T104704192 Utah Certification #: MN00064 Vermont Certification #: VT-027053137 Virginia Certification #: 460163 Washington Certification #: C486 West Virginia DEP Certification #: 382 West Virginia DW Certification #: 9952 C Wisconsin Certification #: 999407970 Wyoming UST Certification #: via A2LA 2926.01 Pace Analytical Services Duluth Minnesota 4730 Oneota St., Duluth, MN 55807 Montana DHHS Certification #: CERT0102 Minnesota Dept of Health Certification #: 1733125 Minnesota Dept of Ag Certification #: Via MN Dept of Health 027-137-152 Wisconsin Dept of Agriculture Certification #: 480341 Wisconsin DNR Certification # : 999446800 North Dakota Certification #: R-105 Nevada DCNR Certification #: MN000372019-1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Page 2 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Lab ID Sample ID Matrix Date Collected Date Received 10520924001 WELL HOUSE 2 Water 06/09/20 09:00 06/09/20 12:15 10520924002 WELL HOUSE 5 Water 06/09/20 09:45 06/09/20 12:15 10520924003 WELL HOUSE 6 Water 06/09/20 10:15 06/09/20 12:15 10520924004 WELL HOUSE 3 Water 06/09/20 10:55 06/09/20 12:15 10520924005 WELL HOUSE 4 Water 06/09/20 11:35 06/09/20 12:15 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Page 3 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 10520924001 WELL HOUSE 2 SM 2120 B-2011 2 PASI-DULBT1 EPA 200.7 5 PASI-MDM EPA 200.7 1 PASI-MIP EPA 200.8 15 PASI-MBWB EPA 200.8 1 PASI-MBWB EPA 180.1 1 PASI-MSH4 SM 2540C 1 PASI-MEPT SM 2540D 1 PASI-MEPT SM 4500-H+B 1 PASI-MSH4 SM 9223B 1 PASI-MDCL EPA 300.0 5 PASI-MKEO EPA 350.1 1 PASI-MJFP EPA 353.2 1 PASI-MJFP 10520924002 WELL HOUSE 5 SM 2120 B-2011 2 PASI-DULBT1 EPA 200.7 5 PASI-MDM EPA 200.7 1 PASI-MIP EPA 200.8 15 PASI-MBWB EPA 200.8 1 PASI-MBWB EPA 180.1 1 PASI-MSH4 SM 2540C 1 PASI-MEPT SM 2540D 1 PASI-MEPT SM 4500-H+B 1 PASI-MSH4 SM 9223B 1 PASI-MDCL EPA 300.0 5 PASI-MKEO EPA 350.1 1 PASI-MJFP EPA 353.2 1 PASI-MJFP 10520924003 WELL HOUSE 6 SM 2120 B-2011 2 PASI-DULBT1 EPA 200.7 5 PASI-MDM EPA 200.7 1 PASI-MIP EPA 200.8 15 PASI-MBWB EPA 200.8 1 PASI-MBWB EPA 180.1 1 PASI-MSH4 SM 2540C 1 PASI-MEPT SM 2540D 1 PASI-MEPT SM 9223B 1 PASI-MDCL EPA 300.0 5 PASI-MKEO EPA 350.1 1 PASI-MJFP REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Page 4 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts EPA 353.2 1 PASI-MJFP 10520924004 WELL HOUSE 3 SM 2120 B-2011 2 PASI-DULBT1 EPA 200.7 5 PASI-MDM EPA 200.7 1 PASI-MIP EPA 200.8 15 PASI-MBWB EPA 200.8 1 PASI-MBWB EPA 180.1 1 PASI-MSH4 SM 2540D 1 PASI-MEPT SM 9223B 1 PASI-MDCL EPA 300.0 5 PASI-MKEO EPA 350.1 1 PASI-MJFP EPA 353.2 1 PASI-MJFP 10520924005 WELL HOUSE 4 SM 2120 B-2011 2 PASI-DULBT1 EPA 200.7 5 PASI-MDM EPA 200.7 1 PASI-MIP EPA 200.8 15 PASI-MBWB EPA 200.8 1 PASI-MBWB EPA 180.1 1 PASI-MSH4 SM 2540D 1 PASI-MEPT SM 9223B 1 PASI-MDCL EPA 300.0 5 PASI-MKEO EPA 350.1 1 PASI-MJFP EPA 353.2 1 PASI-MJFP PASI-DUL = Pace Analytical Services - Duluth PASI-M = Pace Analytical Services - Minneapolis REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Page 5 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Sample:WELL HOUSE 2 Lab ID:10520924001 Collected:06/09/20 09:00 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: SM 2120 B-2011 Pace Analytical Services - Duluth 2120B True Color pH at 25 Degrees C 7.5 Std. Units 06/11/20 11:13 H31 True Color ND units 06/11/20 11:13 H310.0 1 Analytical Method: Pace Analytical Services - Minneapolis Field Data Field pH 7.65 Std. Units 06/09/20 09:001 Field Temperature 15.0 deg C 06/09/20 09:001 Analytical Method: EPA 200.7 Preparation Method: EPA 200.7 Pace Analytical Services - Minneapolis 200.7 MET ICP Calcium 62000 ug/L 06/15/20 12:35 7440-70-206/12/20 06:265001 Iron 181 ug/L 06/15/20 12:35 7439-89-606/12/20 06:2650.0 1 Magnesium 24000 ug/L 06/15/20 12:35 7439-95-406/12/20 06:265001 Potassium ND ug/L 06/15/20 12:35 7440-09-706/12/20 06:2625001 Sodium 5810 ug/L 06/15/20 12:35 7440-23-506/12/20 06:2610001 Analytical Method: EPA 200.7 Preparation Method: EPA 200.7 Pace Analytical Services - Minneapolis 200.7 MET ICP, Dissolved Iron, Dissolved 323 ug/L 06/14/20 13:54 7439-89-606/12/20 06:2650.0 1 Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS Aluminum ND ug/L 06/15/20 12:47 7429-90-506/12/20 06:4520.0 1 Antimony ND ug/L 06/15/20 12:47 7440-36-006/12/20 06:450.50 1 Arsenic 2.1 ug/L 06/15/20 12:47 7440-38-206/12/20 06:450.50 1 Barium 40.0 ug/L 06/15/20 12:47 7440-39-306/12/20 06:450.30 1 Beryllium ND ug/L 06/15/20 12:47 7440-41-706/12/20 06:450.20 1 Cadmium ND ug/L 06/15/20 12:47 7440-43-906/12/20 06:450.080 1 Chromium ND ug/L 06/15/20 12:47 7440-47-306/12/20 06:450.50 1 Copper 4.7 ug/L 06/15/20 12:47 7440-50-806/12/20 06:451.0 1 Lead 0.18 ug/L 06/15/20 12:47 7439-92-106/12/20 06:450.10 1 Manganese 249 ug/L 06/15/20 12:47 7439-96-506/12/20 06:450.50 1 Nickel ND ug/L 06/15/20 12:47 7440-02-006/12/20 06:450.50 1 Selenium ND ug/L 06/15/20 12:47 7782-49-206/12/20 06:450.50 1 Thallium ND ug/L 06/15/20 12:47 7440-28-006/12/20 06:450.10 1 Total Hardness by 2340B 271000 ug/L 06/15/20 12:5306/12/20 06:45282020 Zinc ND ug/L 06/15/20 12:47 7440-66-606/12/20 06:455.0 1 Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS, Dissolved Manganese, Dissolved 256 ug/L 06/12/20 21:29 7439-96-506/12/20 06:050.50 1 Analytical Method: EPA 180.1 Pace Analytical Services - Minneapolis 180.1 Turbidity Turbidity 0.94 NTU 06/10/20 20:330.50 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 6 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Sample:WELL HOUSE 2 Lab ID:10520924001 Collected:06/09/20 09:00 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: SM 2540C Pace Analytical Services - Minneapolis 2540C Total Dissolved Solids Total Dissolved Solids 251 mg/L 06/16/20 10:4910.0 1 Analytical Method: SM 2540D Pace Analytical Services - Minneapolis 2540D Total Suspended Solids Total Suspended Solids ND mg/L 06/16/20 14:2610.0 1 Analytical Method: SM 4500-H+B Pace Analytical Services - Minneapolis 4500H+ pH, Electrometric pH at 25 Degrees C 7.8 Std. Units 06/17/20 11:28 H60.10 1 Analytical Method: SM 9223B Preparation Method: SM 9223B Pace Analytical Services - Minneapolis MBIO Total Coliform Total Coliforms Absent 06/11/20 13:4306/10/20 13:431.0 1 Analytical Method: EPA 300.0 Pace Analytical Services - Minneapolis 300.0 IC Anions Chloride 4.5 mg/L 06/10/20 23:30 16887-00-6 M11.2 1 Fluoride 0.39 mg/L 06/10/20 23:30 16984-48-8 M10.050 1 Nitrate as N ND mg/L 06/10/20 23:30 14797-55-8 M10.10 1 Nitrite as N ND mg/L 06/10/20 23:30 14797-65-0 M10.10 1 Sulfate 4.2 mg/L 06/10/20 23:30 14808-79-8 M11.2 1 Analytical Method: EPA 350.1 Pace Analytical Services - Minneapolis 350.1 Ammonia Nitrogen, Ammonia ND mg/L 06/16/20 11:04 7664-41-70.10 1 Analytical Method: EPA 353.2 Pace Analytical Services - Minneapolis 353.2 Nitrate + Nitrite Nitrogen, NO2 plus NO3 ND mg/L 06/12/20 13:230.10 1 Sample:WELL HOUSE 5 Lab ID:10520924002 Collected:06/09/20 09:45 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: SM 2120 B-2011 Pace Analytical Services - Duluth 2120B True Color pH at 25 Degrees C 7.6 Std. Units 06/11/20 11:17 H31 True Color ND units 06/11/20 11:17 H310.0 1 Analytical Method: Pace Analytical Services - Minneapolis Field Data Field pH 7.70 Std. Units 06/09/20 09:451 Field Temperature 13.0 deg C 06/09/20 09:451 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 7 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Sample:WELL HOUSE 5 Lab ID:10520924002 Collected:06/09/20 09:45 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 200.7 Preparation Method: EPA 200.7 Pace Analytical Services - Minneapolis 200.7 MET ICP Calcium 59100 ug/L 06/15/20 12:37 7440-70-206/12/20 06:265001 Iron 310 ug/L 06/15/20 12:37 7439-89-606/12/20 06:2650.0 1 Magnesium 24900 ug/L 06/15/20 12:37 7439-95-406/12/20 06:265001 Potassium ND ug/L 06/15/20 12:37 7440-09-706/12/20 06:2625001 Sodium 4890 ug/L 06/15/20 12:37 7440-23-506/12/20 06:2610001 Analytical Method: EPA 200.7 Preparation Method: EPA 200.7 Pace Analytical Services - Minneapolis 200.7 MET ICP, Dissolved Iron, Dissolved 290 ug/L 06/14/20 13:57 7439-89-606/12/20 06:2650.0 1 Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS Aluminum ND ug/L 06/15/20 13:06 7429-90-506/12/20 06:4520.0 1 Antimony ND ug/L 06/15/20 13:06 7440-36-006/12/20 06:450.50 1 Arsenic 0.77 ug/L 06/15/20 13:06 7440-38-206/12/20 06:450.50 1 Barium 29.8 ug/L 06/15/20 13:06 7440-39-306/12/20 06:450.30 1 Beryllium ND ug/L 06/15/20 13:06 7440-41-706/12/20 06:450.20 1 Cadmium ND ug/L 06/15/20 13:06 7440-43-906/12/20 06:450.080 1 Chromium ND ug/L 06/15/20 13:06 7440-47-306/12/20 06:450.50 1 Copper ND ug/L 06/15/20 13:06 7440-50-806/12/20 06:451.0 1 Lead ND ug/L 06/15/20 13:06 7439-92-106/12/20 06:450.10 1 Manganese 152 ug/L 06/15/20 13:06 7439-96-506/12/20 06:450.50 1 Nickel ND ug/L 06/15/20 13:06 7440-02-006/12/20 06:450.50 1 Selenium ND ug/L 06/15/20 13:06 7782-49-206/12/20 06:450.50 1 Thallium ND ug/L 06/15/20 13:06 7440-28-006/12/20 06:450.10 1 Total Hardness by 2340B 276000 ug/L 06/15/20 13:1006/12/20 06:45282020 Zinc 5.5 ug/L 06/15/20 13:06 7440-66-606/12/20 06:455.0 1 Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS, Dissolved Manganese, Dissolved 172 ug/L 06/12/20 21:33 7439-96-506/12/20 06:050.50 1 Analytical Method: EPA 180.1 Pace Analytical Services - Minneapolis 180.1 Turbidity Turbidity 3.5 NTU 06/10/20 20:340.50 1 Analytical Method: SM 2540C Pace Analytical Services - Minneapolis 2540C Total Dissolved Solids Total Dissolved Solids 245 mg/L 06/16/20 10:4910.0 1 Analytical Method: SM 2540D Pace Analytical Services - Minneapolis 2540D Total Suspended Solids Total Suspended Solids ND mg/L 06/16/20 14:2610.0 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 8 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Sample:WELL HOUSE 5 Lab ID:10520924002 Collected:06/09/20 09:45 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: SM 4500-H+B Pace Analytical Services - Minneapolis 4500H+ pH, Electrometric pH at 25 Degrees C 7.8 Std. Units 06/17/20 11:30 H60.10 1 Analytical Method: SM 9223B Preparation Method: SM 9223B Pace Analytical Services - Minneapolis MBIO Total Coliform Total Coliforms Absent 06/11/20 13:4306/10/20 13:431.0 1 Analytical Method: EPA 300.0 Pace Analytical Services - Minneapolis 300.0 IC Anions Chloride 3.1 mg/L 06/11/20 00:49 16887-00-61.2 1 Fluoride 0.18 mg/L 06/11/20 00:49 16984-48-80.050 1 Nitrate as N ND mg/L 06/11/20 00:49 14797-55-80.10 1 Nitrite as N ND mg/L 06/11/20 00:49 14797-65-00.10 1 Sulfate 5.1 mg/L 06/11/20 00:49 14808-79-81.2 1 Analytical Method: EPA 350.1 Pace Analytical Services - Minneapolis 350.1 Ammonia Nitrogen, Ammonia 0.14 mg/L 06/16/20 11:08 7664-41-70.10 1 Analytical Method: EPA 353.2 Pace Analytical Services - Minneapolis 353.2 Nitrate + Nitrite Nitrogen, NO2 plus NO3 ND mg/L 06/12/20 13:240.10 1 Sample:WELL HOUSE 6 Lab ID:10520924003 Collected:06/09/20 10:15 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: SM 2120 B-2011 Pace Analytical Services - Duluth 2120B True Color pH at 25 Degrees C 7.9 Std. Units 06/11/20 11:19 H31 True Color ND units 06/11/20 11:19 H310.0 1 Analytical Method: Pace Analytical Services - Minneapolis Field Data Field pH 7.70 Std. Units 06/09/20 10:151 Field Temperature 13.5 deg C 06/09/20 10:151 Analytical Method: EPA 200.7 Preparation Method: EPA 200.7 Pace Analytical Services - Minneapolis 200.7 MET ICP Calcium 64000 ug/L 06/15/20 12:42 7440-70-206/12/20 06:265001 Iron 50.1 ug/L 06/15/20 12:42 7439-89-606/12/20 06:2650.0 1 Magnesium 28700 ug/L 06/15/20 12:42 7439-95-406/12/20 06:265001 Potassium ND ug/L 06/15/20 12:42 7440-09-706/12/20 06:2625001 Sodium 6750 ug/L 06/15/20 12:42 7440-23-506/12/20 06:2610001 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 9 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Sample:WELL HOUSE 6 Lab ID:10520924003 Collected:06/09/20 10:15 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 200.7 Preparation Method: EPA 200.7 Pace Analytical Services - Minneapolis 200.7 MET ICP, Dissolved Iron, Dissolved ND ug/L 06/14/20 14:06 7439-89-606/12/20 06:2650.0 1 Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS Aluminum ND ug/L 06/15/20 13:20 7429-90-506/12/20 06:4520.0 1 Antimony ND ug/L 06/15/20 13:20 7440-36-006/12/20 06:450.50 1 Arsenic ND ug/L 06/15/20 13:20 7440-38-206/12/20 06:450.50 1 Barium 83.3 ug/L 06/15/20 13:20 7440-39-306/12/20 06:450.30 1 Beryllium ND ug/L 06/15/20 13:20 7440-41-706/12/20 06:450.20 1 Cadmium ND ug/L 06/15/20 13:20 7440-43-906/12/20 06:450.080 1 Chromium ND ug/L 06/15/20 13:20 7440-47-306/12/20 06:450.50 1 Copper 24.1 ug/L 06/15/20 13:20 7440-50-806/12/20 06:451.0 1 Lead ND ug/L 06/15/20 13:20 7439-92-106/12/20 06:450.10 1 Manganese 376 ug/L 06/15/20 13:20 7439-96-506/12/20 06:450.50 1 Nickel 3.7 ug/L 06/15/20 13:20 7440-02-006/12/20 06:450.50 1 Selenium ND ug/L 06/15/20 13:20 7782-49-206/12/20 06:450.50 1 Thallium 0.14 ug/L 06/15/20 13:20 7440-28-006/12/20 06:450.10 1 Total Hardness by 2340B 308000 ug/L 06/15/20 13:2306/12/20 06:45282020 Zinc 12.1 ug/L 06/15/20 13:20 7440-66-606/12/20 06:455.0 1 Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS, Dissolved Manganese, Dissolved 357 ug/L 06/12/20 21:36 7439-96-506/12/20 06:050.50 1 Analytical Method: EPA 180.1 Pace Analytical Services - Minneapolis 180.1 Turbidity Turbidity ND NTU 06/10/20 20:350.50 1 Analytical Method: SM 2540C Pace Analytical Services - Minneapolis 2540C Total Dissolved Solids Total Dissolved Solids 291 mg/L 06/16/20 10:4910.0 1 Analytical Method: SM 2540D Pace Analytical Services - Minneapolis 2540D Total Suspended Solids Total Suspended Solids ND mg/L 06/16/20 14:2610.0 1 Analytical Method: SM 9223B Preparation Method: SM 9223B Pace Analytical Services - Minneapolis MBIO Total Coliform Total Coliforms Absent 06/11/20 13:4306/10/20 13:431.0 1 Analytical Method: EPA 300.0 Pace Analytical Services - Minneapolis 300.0 IC Anions Chloride 12.5 mg/L 06/11/20 02:05 16887-00-61.2 1 Fluoride 0.52 mg/L 06/11/20 02:05 16984-48-80.050 1 Nitrate as N ND mg/L 06/11/20 02:05 14797-55-80.10 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 10 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Sample:WELL HOUSE 6 Lab ID:10520924003 Collected:06/09/20 10:15 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 300.0 Pace Analytical Services - Minneapolis 300.0 IC Anions Nitrite as N ND mg/L 06/11/20 02:05 14797-65-00.10 1 Sulfate 7.7 mg/L 06/11/20 02:05 14808-79-81.2 1 Analytical Method: EPA 350.1 Pace Analytical Services - Minneapolis 350.1 Ammonia Nitrogen, Ammonia 0.21 mg/L 06/16/20 11:09 7664-41-70.10 1 Analytical Method: EPA 353.2 Pace Analytical Services - Minneapolis 353.2 Nitrate + Nitrite Nitrogen, NO2 plus NO3 ND mg/L 06/12/20 13:250.10 1 Sample:WELL HOUSE 3 Lab ID:10520924004 Collected:06/09/20 10:55 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: SM 2120 B-2011 Pace Analytical Services - Duluth 2120B True Color pH at 25 Degrees C 7.8 Std. Units 06/11/20 11:20 H31 True Color ND units 06/11/20 11:20 H310.0 1 Analytical Method: Pace Analytical Services - Minneapolis Field Data Field pH 7.7 Std. Units 06/09/20 10:551 Field Temperature 13.0 deg C 06/09/20 10:551 Analytical Method: EPA 200.7 Preparation Method: EPA 200.7 Pace Analytical Services - Minneapolis 200.7 MET ICP Calcium 63900 ug/L 06/15/20 12:44 7440-70-206/12/20 06:265001 Iron ND ug/L 06/15/20 12:44 7439-89-606/12/20 06:2650.0 1 Magnesium 28900 ug/L 06/15/20 12:44 7439-95-406/12/20 06:265001 Potassium ND ug/L 06/15/20 12:44 7440-09-706/12/20 06:2625001 Sodium 6220 ug/L 06/15/20 12:44 7440-23-506/12/20 06:2610001 Analytical Method: EPA 200.7 Preparation Method: EPA 200.7 Pace Analytical Services - Minneapolis 200.7 MET ICP, Dissolved Iron, Dissolved ND ug/L 06/14/20 14:09 7439-89-606/12/20 06:2650.0 1 Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS Aluminum ND ug/L 06/15/20 13:26 7429-90-506/12/20 06:4520.0 1 Antimony ND ug/L 06/15/20 13:26 7440-36-006/12/20 06:450.50 1 Arsenic ND ug/L 06/15/20 13:26 7440-38-206/12/20 06:450.50 1 Barium 87.1 ug/L 06/15/20 13:26 7440-39-306/12/20 06:450.30 1 Beryllium ND ug/L 06/15/20 13:26 7440-41-706/12/20 06:450.20 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 11 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Sample:WELL HOUSE 3 Lab ID:10520924004 Collected:06/09/20 10:55 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS Cadmium ND ug/L 06/15/20 13:26 7440-43-906/12/20 06:450.080 1 Chromium ND ug/L 06/15/20 13:26 7440-47-306/12/20 06:450.50 1 Copper ND ug/L 06/15/20 13:26 7440-50-806/12/20 06:451.0 1 Lead ND ug/L 06/15/20 13:26 7439-92-106/12/20 06:450.10 1 Manganese 383 ug/L 06/15/20 13:26 7439-96-506/12/20 06:450.50 1 Nickel 0.50 ug/L 06/15/20 13:26 7440-02-006/12/20 06:450.50 1 Selenium ND ug/L 06/15/20 13:26 7782-49-206/12/20 06:450.50 1 Thallium 0.13 ug/L 06/15/20 13:26 7440-28-006/12/20 06:450.10 1 Total Hardness by 2340B 313000 ug/L 06/15/20 13:3006/12/20 06:45282020 Zinc ND ug/L 06/15/20 13:26 7440-66-606/12/20 06:455.0 1 Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS, Dissolved Manganese, Dissolved 395 ug/L 06/12/20 21:39 7439-96-506/12/20 06:050.50 1 Analytical Method: EPA 180.1 Pace Analytical Services - Minneapolis 180.1 Turbidity Turbidity ND NTU 06/10/20 20:360.50 1 Analytical Method: SM 2540D Pace Analytical Services - Minneapolis 2540D Total Suspended Solids Total Suspended Solids ND mg/L 06/16/20 14:5510.0 1 Analytical Method: SM 9223B Preparation Method: SM 9223B Pace Analytical Services - Minneapolis MBIO Total Coliform Total Coliforms Absent 06/11/20 13:4306/10/20 13:431.0 1 Analytical Method: EPA 300.0 Pace Analytical Services - Minneapolis 300.0 IC Anions Chloride 12.5 mg/L 06/11/20 02:20 16887-00-61.2 1 Fluoride 0.17 mg/L 06/11/20 02:20 16984-48-80.050 1 Nitrate as N ND mg/L 06/11/20 02:20 14797-55-80.10 1 Nitrite as N ND mg/L 06/11/20 02:20 14797-65-00.10 1 Sulfate 8.2 mg/L 06/11/20 02:20 14808-79-81.2 1 Analytical Method: EPA 350.1 Pace Analytical Services - Minneapolis 350.1 Ammonia Nitrogen, Ammonia 0.28 mg/L 06/16/20 11:11 7664-41-70.10 1 Analytical Method: EPA 353.2 Pace Analytical Services - Minneapolis 353.2 Nitrate + Nitrite Nitrogen, NO2 plus NO3 ND mg/L 06/12/20 13:260.10 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 12 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Sample:WELL HOUSE 4 Lab ID:10520924005 Collected:06/09/20 11:35 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: SM 2120 B-2011 Pace Analytical Services - Duluth 2120B True Color pH at 25 Degrees C 7.8 Std. Units 06/11/20 11:24 H31 True Color ND units 06/11/20 11:24 H310.0 1 Analytical Method: Pace Analytical Services - Minneapolis Field Data Field pH 7.9 Std. Units 06/09/20 11:351 Field Temperature 12.0 deg C 06/09/20 11:351 Analytical Method: EPA 200.7 Preparation Method: EPA 200.7 Pace Analytical Services - Minneapolis 200.7 MET ICP Calcium 48100 ug/L 06/15/20 12:45 7440-70-206/12/20 06:265001 Iron 105 ug/L 06/15/20 12:45 7439-89-606/12/20 06:2650.0 1 Magnesium 19900 ug/L 06/15/20 12:45 7439-95-406/12/20 06:265001 Potassium ND ug/L 06/15/20 12:45 7440-09-706/12/20 06:2625001 Sodium 3600 ug/L 06/15/20 12:45 7440-23-506/12/20 06:2610001 Analytical Method: EPA 200.7 Preparation Method: EPA 200.7 Pace Analytical Services - Minneapolis 200.7 MET ICP, Dissolved Iron, Dissolved 84.3 ug/L 06/14/20 14:12 7439-89-606/12/20 06:2650.0 1 Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS Aluminum ND ug/L 06/15/20 13:33 7429-90-506/12/20 06:4520.0 1 Antimony ND ug/L 06/15/20 13:33 7440-36-006/12/20 06:450.50 1 Arsenic ND ug/L 06/15/20 13:33 7440-38-206/12/20 06:450.50 1 Barium 11.9 ug/L 06/15/20 13:33 7440-39-306/12/20 06:450.30 1 Beryllium ND ug/L 06/15/20 13:33 7440-41-706/12/20 06:450.20 1 Cadmium ND ug/L 06/15/20 13:33 7440-43-906/12/20 06:450.080 1 Chromium ND ug/L 06/15/20 13:33 7440-47-306/12/20 06:450.50 1 Copper 5.0 ug/L 06/15/20 13:33 7440-50-806/12/20 06:451.0 1 Lead 0.17 ug/L 06/15/20 13:33 7439-92-106/12/20 06:450.10 1 Manganese 86.4 ug/L 06/15/20 13:33 7439-96-506/12/20 06:450.50 1 Nickel ND ug/L 06/15/20 13:33 7440-02-006/12/20 06:450.50 1 Selenium ND ug/L 06/15/20 13:33 7782-49-206/12/20 06:450.50 1 Thallium ND ug/L 06/15/20 13:33 7440-28-006/12/20 06:450.10 1 Total Hardness by 2340B 209000 ug/L 06/15/20 13:3606/12/20 06:45282020 Zinc 20.6 ug/L 06/15/20 13:33 7440-66-606/12/20 06:455.0 1 Analytical Method: EPA 200.8 Preparation Method: EPA 200.8 Pace Analytical Services - Minneapolis 200.8 MET ICPMS, Dissolved Manganese, Dissolved 92.8 ug/L 06/12/20 21:43 7439-96-506/12/20 06:050.50 1 Analytical Method: EPA 180.1 Pace Analytical Services - Minneapolis 180.1 Turbidity Turbidity ND NTU 06/10/20 20:370.50 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 13 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Sample:WELL HOUSE 4 Lab ID:10520924005 Collected:06/09/20 11:35 Received:06/09/20 12:15 Matrix:Water Parameters Results Units DF Prepared Analyzed CAS No.QualReport Limit Analytical Method: SM 2540D Pace Analytical Services - Minneapolis 2540D Total Suspended Solids Total Suspended Solids ND mg/L 06/16/20 14:5510.0 1 Analytical Method: SM 9223B Preparation Method: SM 9223B Pace Analytical Services - Minneapolis MBIO Total Coliform Total Coliforms Absent 06/11/20 13:4306/10/20 13:431.0 1 Analytical Method: EPA 300.0 Pace Analytical Services - Minneapolis 300.0 IC Anions Chloride ND mg/L 06/11/20 02:35 16887-00-61.2 1 Fluoride 0.33 mg/L 06/11/20 02:35 16984-48-80.050 1 Nitrate as N ND mg/L 06/11/20 02:35 14797-55-80.10 1 Nitrite as N ND mg/L 06/11/20 02:35 14797-65-00.10 1 Sulfate ND mg/L 06/11/20 02:35 14808-79-81.2 1 Analytical Method: EPA 350.1 Pace Analytical Services - Minneapolis 350.1 Ammonia Nitrogen, Ammonia 0.21 mg/L 06/16/20 11:15 7664-41-70.10 1 Analytical Method: EPA 353.2 Pace Analytical Services - Minneapolis 353.2 Nitrate + Nitrite Nitrogen, NO2 plus NO3 ND mg/L 06/12/20 13:300.10 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 14 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 191032 SM 2120 B-2011 SM 2120 B-2011 2120B True Color Laboratory:Pace Analytical Services - Duluth Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:751849 Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Matrix:Water Analyzed True Color units ND 10.0 06/11/20 11:10 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 751850LABORATORY CONTROL SAMPLE: LCSSpike True Color units 70.070 100 90-110 Parameter Units Dup Result Max RPD QualifiersRPDResult 10520924001 751851SAMPLE DUPLICATE: pH at 25 Degrees C Std. Units 7.5 H307.5 True Color units ND H310ND REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 15 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 680553 EPA 200.7 EPA 200.7 200.7 MET Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3641555 Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Matrix:Water Analyzed Calcium ug/L ND 500 06/15/20 12:22 Iron ug/L ND 50.0 06/15/20 12:22 Magnesium ug/L ND 500 06/15/20 12:22 Potassium ug/L ND 2500 06/15/20 12:22 Sodium ug/L ND 1000 06/15/20 12:22 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3641556LABORATORY CONTROL SAMPLE: LCSSpike Calcium ug/L 1940020000 97 85-115 Iron ug/L 1950020000 97 85-115 Magnesium ug/L 1960020000 98 85-115 Potassium ug/L 1910020000 96 85-115 Sodium ug/L 1890020000 95 85-115 Parameter Units MS Result % Rec Limits Qual% RecConc. 3641557MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10520267001 3641558 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Calcium ug/L P62000012770-130148 2 2020000193000219000223000 Iron ug/L 20000 95 70-130100 5 202000025302160022600 Magnesium ug/L 20000 117 70-130129 2 202000085000108000111000 Potassium ug/L P62000011470-130186 5 2020000280000303000317000 Sodium ug/L P62000018070-130360 5 2020000742000778000814000 Parameter Units MS Result % Rec Limits Qualifiers% RecConc. 3641559MATRIX SPIKE SAMPLE: MSSpike Result 10521070009 Calcium ug/L 7350020000 102 70-13053000 Iron ug/L 1970020000 98 70-130ND Magnesium ug/L 3850020000 102 70-13018000 Potassium ug/L 2110020000 100 70-130ND Sodium ug/L 3150020000 97 70-13012200 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 16 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 680550 EPA 200.7 EPA 200.7 200.7 MET Dissolved Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3641541 Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Matrix:Water Analyzed Iron, Dissolved ug/L ND 50.0 06/14/20 13:39 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3641542LABORATORY CONTROL SAMPLE: LCSSpike Iron, Dissolved ug/L 1960020000 98 85-115 Parameter Units MS Result % Rec Limits Qual% RecConc. 3641543MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10520551001 3641544 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Iron, Dissolved ug/L 20000 102 70-130100 2 20200004742090020400 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 17 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 680558 EPA 200.8 EPA 200.8 200.8 MET Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3641580 Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Matrix:Water Analyzed Aluminum ug/L ND 20.0 06/15/20 12:40 Antimony ug/L ND 0.50 06/15/20 12:40 Arsenic ug/L ND 0.50 06/15/20 12:40 Barium ug/L ND 0.30 06/15/20 12:40 Beryllium ug/L ND 0.20 06/15/20 12:40 Cadmium ug/L ND 0.080 06/15/20 12:40 Chromium ug/L ND 0.50 06/15/20 12:40 Copper ug/L ND 1.0 06/15/20 12:40 Lead ug/L ND 0.10 06/15/20 12:40 Manganese ug/L ND 0.50 06/15/20 12:40 Nickel ug/L ND 0.50 06/15/20 12:40 Selenium ug/L ND 0.50 06/15/20 12:40 Thallium ug/L ND 0.10 06/15/20 12:40 Zinc ug/L ND 5.0 06/15/20 12:40 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3641581LABORATORY CONTROL SAMPLE: LCSSpike Aluminum ug/L 17802000 89 85-115 Antimony ug/L 91.0100 91 85-115 Arsenic ug/L 90.2100 90 85-115 Barium ug/L 95.8100 96 85-115 Beryllium ug/L 91.0100 91 85-115 Cadmium ug/L 89.5100 90 85-115 Chromium ug/L 97.1100 97 85-115 Copper ug/L 92.5100 92 85-115 Lead ug/L 93.4100 93 85-115 Manganese ug/L 94.0100 94 85-115 Nickel ug/L 96.3100 96 85-115 Selenium ug/L 93.2100 93 85-115 Thallium ug/L 91.4100 91 85-115 Zinc ug/L 97.3100 97 85-115 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 18 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qual% RecConc. 3641582MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10520924001 3641583 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Aluminum ug/L 2000 90 70-13089 1 202000ND17901780 Antimony ug/L 100 93 70-13092 1 20100ND93.2 91.9 Arsenic ug/L 100 92 70-13092 0 201002.1 93.9 93.6 Barium ug/L 100 95 70-13094 1 2010040.0 135 134 Beryllium ug/L 100 91 70-13092 1 20100ND91.1 91.9 Cadmium ug/L 100 90 70-13090 0 20100ND89.9 89.5 Chromium ug/L 100 98 70-13097 1 20100ND98.6 97.5 Copper ug/L 100 89 70-13090 0 201004.7 94.2 94.5 Lead ug/L 100 97 70-13095 2 201000.18 96.7 95.2 Manganese ug/L 100 96 70-13082 4 20100249346331 Nickel ug/L 100 94 70-13094 0 20100ND94.4 94.2 Selenium ug/L 100 92 70-13093 1 20100ND92.2 92.6 Thallium ug/L 100 93 70-13092 1 20100ND93.5 92.2 Zinc ug/L 100 93 70-13094 1 20100ND97.6 98.2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 19 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 680549 EPA 200.8 EPA 200.8 200.8 MET Dissolved Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3641537 Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Matrix:Water Analyzed Manganese, Dissolved ug/L ND 0.50 06/12/20 20:43 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3641538LABORATORY CONTROL SAMPLE: LCSSpike Manganese, Dissolved ug/L 96.6100 97 85-115 Parameter Units MS Result % Rec Limits Qual% RecConc. 3641539MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10520044004 3641540 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Manganese, Dissolved ug/L 100 96 70-13088 1 20100451547539 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 20 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 680456 EPA 180.1 EPA 180.1 180.1 Turbidity Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3641044 Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Matrix:Water Analyzed Turbidity NTU ND 0.50 06/10/20 20:32 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3641045LABORATORY CONTROL SAMPLE: LCSSpike Turbidity NTU 9.710 97 90-110 Parameter Units Dup Result Max RPD QualifiersRPDResult 10520924001 3641047SAMPLE DUPLICATE: Turbidity NTU 1.0 9 200.94 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 21 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 681305 SM 2540C SM 2540C 2540C Total Dissolved Solids Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002, 10520924003 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3645750 Associated Lab Samples:10520924001, 10520924002, 10520924003 Matrix:Water Analyzed Total Dissolved Solids mg/L ND 10.0 06/16/20 10:49 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3645751LABORATORY CONTROL SAMPLE: LCSSpike Total Dissolved Solids mg/L 9541000 95 80-120 Parameter Units Dup Result Max RPD QualifiersRPDResult 10520920005 3645752SAMPLE DUPLICATE: Total Dissolved Solids mg/L 1530 1 51540 Parameter Units Dup Result Max RPD QualifiersRPDResult 10520920006 3645753SAMPLE DUPLICATE: Total Dissolved Solids mg/L 985 1 5990 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 22 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 681307 SM 2540D SM 2540D 2540D Total Suspended Solids Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002, 10520924003 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3645758 Associated Lab Samples:10520924001, 10520924002, 10520924003 Matrix:Water Analyzed Total Suspended Solids mg/L ND 10.0 06/16/20 14:26 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3645759LABORATORY CONTROL SAMPLE: LCSSpike Total Suspended Solids mg/L 88.0100 88 80-120 Parameter Units Dup Result Max RPD QualifiersRPDResult 10520924002 3645760SAMPLE DUPLICATE: Total Suspended Solids mg/L ND 5ND Parameter Units Dup Result Max RPD QualifiersRPDResult 10520924003 3645761SAMPLE DUPLICATE: Total Suspended Solids mg/L ND 5ND REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 23 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 681309 SM 2540D SM 2540D 2540D Total Suspended Solids Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924004, 10520924005 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3645766 Associated Lab Samples:10520924004, 10520924005 Matrix:Water Analyzed Total Suspended Solids mg/L ND 10.0 06/16/20 14:55 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3645767LABORATORY CONTROL SAMPLE: LCSSpike Total Suspended Solids mg/L 80.0100 80 80-120 Parameter Units Dup Result Max RPD QualifiersRPDResult 10520924004 3645768SAMPLE DUPLICATE: Total Suspended Solids mg/L ND 5ND Parameter Units Dup Result Max RPD QualifiersRPDResult 10520924005 3645769SAMPLE DUPLICATE: Total Suspended Solids mg/L ND 5ND REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 24 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 681548 SM 4500-H+B SM 4500-H+B 4500H+B pH Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3647251LABORATORY CONTROL SAMPLE: LCSSpike pH at 25 Degrees C Std. Units 5.0 H6510198-102 Parameter Units Dup Result Max RPD QualifiersRPDResult 10520627002 3647252SAMPLE DUPLICATE: pH at 25 Degrees C Std. Units 7.4 H6037.4 Parameter Units Dup Result Max RPD QualifiersRPDResult 10520705001 3647253SAMPLE DUPLICATE: pH at 25 Degrees C Std. Units 7.0 H6037.0 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 25 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 680258 EPA 300.0 EPA 300.0 300.0 IC Anions Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3640014 Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Matrix:Water Analyzed Chloride mg/L ND 1.2 06/10/20 22:12 Fluoride mg/L ND 0.050 06/10/20 22:12 Nitrate as N mg/L ND 0.10 06/10/20 22:12 Nitrite as N mg/L ND 0.10 06/10/20 22:12 Sulfate mg/L ND 1.2 06/10/20 22:12 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3640015LABORATORY CONTROL SAMPLE: LCSSpike Chloride mg/L 12.512.5 100 90-110 Fluoride mg/L 0.941 94 90-110 Nitrate as N mg/L 0.941 94 90-110 Nitrite as N mg/L 0.981 98 90-110 Sulfate mg/L 13.112.5 105 90-110 Parameter Units MS Result % Rec Limits Qual% RecConc. 3640016MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10520924001 3640017 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Chloride mg/L M112.5 73 90-11072 1 2012.54.5 13.6 13.5 Fluoride mg/L M115490-11064 10 2010.39 0.93 1.0 Nitrate as N mg/L M117090-11070 1 201ND0.70 0.70 Nitrite as N mg/L M117090-11069 2 201ND0.70 0.69 Sulfate mg/L M112.5 79 90-11078 0 2012.54.2 14.0 13.9 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 26 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 681354 EPA 350.1 EPA 350.1 350.1 Ammonia Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3645959 Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Matrix:Water Analyzed Nitrogen, Ammonia mg/L ND 0.10 06/16/20 10:51 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3645960LABORATORY CONTROL SAMPLE: LCSSpike Nitrogen, Ammonia mg/L 2.52.5 100 90-110 Parameter Units MS Result % Rec Limits Qual% RecConc. 3645961MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10520924004 3645962 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Nitrogen, Ammonia mg/L 2.5 100 90-110103 2 202.50.28 2.8 2.8 Parameter Units MS Result % Rec Limits Qual% RecConc. 3645963MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10520924005 3645964 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Nitrogen, Ammonia mg/L 2.5 100 90-110100 0 202.50.21 2.7 2.7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 27 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 680813 EPA 353.2 EPA 353.2 353.2 Nitrate + Nitrite, preserved Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK:3643174 Associated Lab Samples:10520924001, 10520924002, 10520924003, 10520924004, 10520924005 Matrix:Water Analyzed Nitrogen, NO2 plus NO3 mg/L ND 0.10 FS06/12/20 13:43 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 3643175LABORATORY CONTROL SAMPLE: LCSSpike Nitrogen, NO2 plus NO3 mg/L 0.92 FS19290-110 Parameter Units MS Result % Rec Limits Qual% RecConc. 3643176MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10520400001 3643177 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Nitrogen, NO2 plus NO3 mg/L 1 109 90-110109 0 2010.033 1.1 1.1 Parameter Units MS Result % Rec Limits Qual% RecConc. 3643178MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10520551001 3643179 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Nitrogen, NO2 plus NO3 mg/L 1 106 90-110106 0 201ND1.1 1.1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 28 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=QL# QUALIFIERS Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS The sample was filtered in the laboratory prior to analysis.FS Sample was received or analysis requested beyond the recognized method holding time.H3 Analysis initiated outside of the 15 minute EPA required holding time.H6 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1 Matrix spike recovery was outside laboratory control limits due to a parent sample concentration notably higher than the spike level.P6 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 29 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 10520924001 191032WELL HOUSE 2 SM 2120 B-2011 10520924002 191032WELL HOUSE 5 SM 2120 B-2011 10520924003 191032WELL HOUSE 6 SM 2120 B-2011 10520924004 191032WELL HOUSE 3 SM 2120 B-2011 10520924005 191032WELL HOUSE 4 SM 2120 B-2011 10520924001 WELL HOUSE 2 10520924002 WELL HOUSE 5 10520924003 WELL HOUSE 6 10520924004 WELL HOUSE 3 10520924005 WELL HOUSE 4 10520924001 680553 680859WELL HOUSE 2 EPA 200.7 EPA 200.7 10520924002 680553 680859WELL HOUSE 5 EPA 200.7 EPA 200.7 10520924003 680553 680859WELL HOUSE 6 EPA 200.7 EPA 200.7 10520924004 680553 680859WELL HOUSE 3 EPA 200.7 EPA 200.7 10520924005 680553 680859WELL HOUSE 4 EPA 200.7 EPA 200.7 10520924001 680550 680862WELL HOUSE 2 EPA 200.7 EPA 200.7 10520924002 680550 680862WELL HOUSE 5 EPA 200.7 EPA 200.7 10520924003 680550 680862WELL HOUSE 6 EPA 200.7 EPA 200.7 10520924004 680550 680862WELL HOUSE 3 EPA 200.7 EPA 200.7 10520924005 680550 680862WELL HOUSE 4 EPA 200.7 EPA 200.7 10520924001 680558 680866WELL HOUSE 2 EPA 200.8 EPA 200.8 10520924002 680558 680866WELL HOUSE 5 EPA 200.8 EPA 200.8 10520924003 680558 680866WELL HOUSE 6 EPA 200.8 EPA 200.8 10520924004 680558 680866WELL HOUSE 3 EPA 200.8 EPA 200.8 10520924005 680558 680866WELL HOUSE 4 EPA 200.8 EPA 200.8 10520924001 680549 680867WELL HOUSE 2 EPA 200.8 EPA 200.8 10520924002 680549 680867WELL HOUSE 5 EPA 200.8 EPA 200.8 10520924003 680549 680867WELL HOUSE 6 EPA 200.8 EPA 200.8 10520924004 680549 680867WELL HOUSE 3 EPA 200.8 EPA 200.8 10520924005 680549 680867WELL HOUSE 4 EPA 200.8 EPA 200.8 10520924001 680456WELL HOUSE 2 EPA 180.1 10520924002 680456WELL HOUSE 5 EPA 180.1 10520924003 680456WELL HOUSE 6 EPA 180.1 10520924004 680456WELL HOUSE 3 EPA 180.1 10520924005 680456WELL HOUSE 4 EPA 180.1 10520924001 681305WELL HOUSE 2 SM 2540C 10520924002 681305WELL HOUSE 5 SM 2540C 10520924003 681305WELL HOUSE 6 SM 2540C 10520924001 681307WELL HOUSE 2 SM 2540D 10520924002 681307WELL HOUSE 5 SM 2540D 10520924003 681307WELL HOUSE 6 SM 2540D 10520924004 681309WELL HOUSE 3 SM 2540D 10520924005 681309WELL HOUSE 4 SM 2540D 10520924001 681548WELL HOUSE 2 SM 4500-H+B REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 30 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 10520924 20-03427 LINO LAKES DW 2020 Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 10520924002 681548WELL HOUSE 5 SM 4500-H+B 10520924001 680392 680400WELL HOUSE 2 SM 9223B SM 9223B 10520924002 680392 680400WELL HOUSE 5 SM 9223B SM 9223B 10520924003 680392 680400WELL HOUSE 6 SM 9223B SM 9223B 10520924004 680392 680400WELL HOUSE 3 SM 9223B SM 9223B 10520924005 680392 680400WELL HOUSE 4 SM 9223B SM 9223B 10520924001 680258WELL HOUSE 2 EPA 300.0 10520924002 680258WELL HOUSE 5 EPA 300.0 10520924003 680258WELL HOUSE 6 EPA 300.0 10520924004 680258WELL HOUSE 3 EPA 300.0 10520924005 680258WELL HOUSE 4 EPA 300.0 10520924001 681354WELL HOUSE 2 EPA 350.1 10520924002 681354WELL HOUSE 5 EPA 350.1 10520924003 681354WELL HOUSE 6 EPA 350.1 10520924004 681354WELL HOUSE 3 EPA 350.1 10520924005 681354WELL HOUSE 4 EPA 350.1 10520924001 680813WELL HOUSE 2 EPA 353.2 10520924002 680813WELL HOUSE 5 EPA 353.2 10520924003 680813WELL HOUSE 6 EPA 353.2 10520924004 680813WELL HOUSE 3 EPA 353.2 10520924005 680813WELL HOUSE 4 EPA 353.2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 06/22/2020 11:05 AM Page 31 of 31 Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Minneapolis, MN 55414 (612)607-1700 MINNESOTA VALLEY TESTING LABORATORIES, INC. MVTL 1126 N. Front St. ~ New Ulm, MN 56073 ~ 800-782-3557 ~ Fax 507-359-2890 2616 E. Broadway Ave. ~ Bismarck, ND 58501 ~ 800-279-6885 ~ Fax 701-258-9724 1201 Lincoln Highway ~ Nevada, IA 50201 ~ 800-362-0855 ~ Fax 515-382-3885 www.mvtl.com MEMBER ACIL MVTL guarantees the accuracy of the analysis done on the sample submitted for testing. It is not possible for MVTL to guarantee that a test result obtained on a particular sample will be the same on any other sample unless all conditions affecting the sample are the same, including sampling by MVTL. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. AN EQUAL OPPORTUNITY EMPLOYER CERTIFICATE OF ANALYSIS Page: 1 of 5 JARED DICKINSON Report Date: 22 Jun 2020 PACE ANALYTICAL SERVICES INC Work Order #: 21794 1700 ELM ST STE 200 Account #: 013980 MINNEAPOLIS MN 55414 Date Received: 11 Jun 2020 Time Received: 10:00 Date Submitted: 11 Jun 2020 Temperature at Receipt: 0.2 C As Received Result Method Reference Date Analyzed 20-A26531 1 WELL HOUSE 2 LAB ID: 10520924001 WATER Date Sampled: 9 Jun 20 Time Sampled: 9:00 Iron Related Bacteria Day 1 Absent HACH 11 Jun 20 Iron Related Bacteria Day 2 Absent HACH 11 Jun 20 Iron Related Bacteria Day 3 Absent HACH 11 Jun 20 Iron Related Bacteria Day 4 Absent HACH 11 Jun 20 Iron Related Bacteria Day 5 Absent HACH 11 Jun 20 Iron Related Bacteria Day 6 Absent HACH 11 Jun 20 Iron Related Bacteria Day 7 Absent HACH 11 Jun 20 Iron Related Bacteria Day 8 Present HACH 11 Jun 20 Iron Related Bacteria Day 9 Present HACH 11 Jun 20 Iron Related Bacteria Day 10 Present HACH 11 Jun 20 APPROXIMATE IRON RELATED BACTERIA POPULATION = 25 CFU/mL MINNESOTA VALLEY TESTING LABORATORIES, INC. MVTL 1126 N. Front St. ~ New Ulm, MN 56073 ~ 800-782-3557 ~ Fax 507-359-2890 2616 E. Broadway Ave. ~ Bismarck, ND 58501 ~ 800-279-6885 ~ Fax 701-258-9724 1201 Lincoln Highway ~ Nevada, IA 50201 ~ 800-362-0855 ~ Fax 515-382-3885 www.mvtl.com MEMBER ACIL MVTL guarantees the accuracy of the analysis done on the sample submitted for testing. It is not possible for MVTL to guarantee that a test result obtained on a particular sample will be the same on any other sample unless all conditions affecting the sample are the same, including sampling by MVTL. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. AN EQUAL OPPORTUNITY EMPLOYER CERTIFICATE OF ANALYSIS Page: 2 of 5 JARED DICKINSON Report Date: 22 Jun 2020 PACE ANALYTICAL SERVICES INC Work Order #: 21794 1700 ELM ST STE 200 Account #: 013980 MINNEAPOLIS MN 55414 Date Received: 11 Jun 2020 Time Received: 10:00 Date Submitted: 10 Jun 2020 Temperature at Receipt: 0.2 C As Received Result Method Reference Date Analyzed 20-A26540 2 WELL HOUSE 5 LAB ID:10520924002 WATER Date Sampled: 9 Jun 20 Time Sampled: 9:45 Iron Related Bacteria Day 1 Absent HACH 11 Jun 20 Iron Related Bacteria Day 2 Absent HACH 11 Jun 20 Iron Related Bacteria Day 3 Absent HACH 11 Jun 20 Iron Related Bacteria Day 4 Absent HACH 11 Jun 20 Iron Related Bacteria Day 5 Absent HACH 11 Jun 20 Iron Related Bacteria Day 6 Absent HACH 11 Jun 20 Iron Related Bacteria Day 7 Absent HACH 11 Jun 20 Iron Related Bacteria Day 8 Absent HACH 11 Jun 20 Iron Related Bacteria Day 9 Absent HACH 11 Jun 20 Iron Related Bacteria Day 10 Absent HACH 11 Jun 20 APPROXIMATE IRON RELATED BACTERIA POPULATION = <1 CFU/mL MINNESOTA VALLEY TESTING LABORATORIES, INC. MVTL 1126 N. Front St. ~ New Ulm, MN 56073 ~ 800-782-3557 ~ Fax 507-359-2890 2616 E. Broadway Ave. ~ Bismarck, ND 58501 ~ 800-279-6885 ~ Fax 701-258-9724 1201 Lincoln Highway ~ Nevada, IA 50201 ~ 800-362-0855 ~ Fax 515-382-3885 www.mvtl.com MEMBER ACIL MVTL guarantees the accuracy of the analysis done on the sample submitted for testing. It is not possible for MVTL to guarantee that a test result obtained on a particular sample will be the same on any other sample unless all conditions affecting the sample are the same, including sampling by MVTL. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. AN EQUAL OPPORTUNITY EMPLOYER CERTIFICATE OF ANALYSIS Page: 3 of 5 JARED DICKINSON Report Date: 22 Jun 2020 PACE ANALYTICAL SERVICES INC Work Order #: 21794 1700 ELM ST STE 200 Account #: 013980 MINNEAPOLIS MN 55414 Date Received: 11 Jun 2020 Time Received: 10:00 Date Submitted: 10 Jun 2020 Temperature at Receipt: 0.2 C As Received Result Method Reference Date Analyzed 20-A26541 3 WELL HOUSE 6 LAB ID:10520924003 WATER Date Sampled: 9 Jun 20 Time Sampled: 10:15 Iron Related Bacteria Day 1 Absent HACH 11 Jun 20 Iron Related Bacteria Day 2 Absent HACH 11 Jun 20 Iron Related Bacteria Day 3 Absent HACH 11 Jun 20 Iron Related Bacteria Day 4 Present HACH 11 Jun 20 Iron Related Bacteria Day 5 Present HACH 11 Jun 20 Iron Related Bacteria Day 6 Present HACH 11 Jun 20 Iron Related Bacteria Day 7 Present HACH 11 Jun 20 Iron Related Bacteria Day 8 Present HACH 11 Jun 20 Iron Related Bacteria Day 9 Present HACH 11 Jun 20 Iron Related Bacteria Day 10 Present HACH 11 Jun 20 APPROXIMATE IRON RELATED BACTERIA POPULATION = 9,000 CFU/mL MINNESOTA VALLEY TESTING LABORATORIES, INC. MVTL 1126 N. Front St. ~ New Ulm, MN 56073 ~ 800-782-3557 ~ Fax 507-359-2890 2616 E. Broadway Ave. ~ Bismarck, ND 58501 ~ 800-279-6885 ~ Fax 701-258-9724 1201 Lincoln Highway ~ Nevada, IA 50201 ~ 800-362-0855 ~ Fax 515-382-3885 www.mvtl.com MEMBER ACIL MVTL guarantees the accuracy of the analysis done on the sample submitted for testing. It is not possible for MVTL to guarantee that a test result obtained on a particular sample will be the same on any other sample unless all conditions affecting the sample are the same, including sampling by MVTL. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. AN EQUAL OPPORTUNITY EMPLOYER CERTIFICATE OF ANALYSIS Page: 4 of 5 JARED DICKINSON Report Date: 22 Jun 2020 PACE ANALYTICAL SERVICES INC Work Order #: 21794 1700 ELM ST STE 200 Account #: 013980 MINNEAPOLIS MN 55414 Date Received: 11 Jun 2020 Time Received: 10:00 Date Submitted: 10 Jun 2020 Temperature at Receipt: 0.2 C As Received Result Method Reference Date Analyzed 20-A26542 4 WELL HOUSE 3 LAB ID:10520924004 WATER Date Sampled: 9 Jun 20 Time Sampled: 10:55 Iron Related Bacteria Day 1 Absent HACH 11 Jun 20 Iron Related Bacteria Day 2 Absent HACH 11 Jun 20 Iron Related Bacteria Day 3 Absent HACH 11 Jun 20 Iron Related Bacteria Day 4 Absent HACH 11 Jun 20 Iron Related Bacteria Day 5 Absent HACH 11 Jun 20 Iron Related Bacteria Day 6 Absent HACH 11 Jun 20 Iron Related Bacteria Day 7 Absent HACH 11 Jun 20 Iron Related Bacteria Day 8 Absent HACH 11 Jun 20 Iron Related Bacteria Day 9 Absent HACH 11 Jun 20 Iron Related Bacteria Day 10 Present HACH 11 Jun 20 APPROXIMATE IRON RELATED BACTERIA POPULATION = <1 CFU/mL MINNESOTA VALLEY TESTING LABORATORIES, INC. MVTL 1126 N. Front St. ~ New Ulm, MN 56073 ~ 800-782-3557 ~ Fax 507-359-2890 2616 E. Broadway Ave. ~ Bismarck, ND 58501 ~ 800-279-6885 ~ Fax 701-258-9724 1201 Lincoln Highway ~ Nevada, IA 50201 ~ 800-362-0855 ~ Fax 515-382-3885 www.mvtl.com MEMBER ACIL MVTL guarantees the accuracy of the analysis done on the sample submitted for testing. It is not possible for MVTL to guarantee that a test result obtained on a particular sample will be the same on any other sample unless all conditions affecting the sample are the same, including sampling by MVTL. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. AN EQUAL OPPORTUNITY EMPLOYER CERTIFICATE OF ANALYSIS Page: 5 of 5 JARED DICKINSON Report Date: 22 Jun 2020 PACE ANALYTICAL SERVICES INC Work Order #: 21794 1700 ELM ST STE 200 Account #: 013980 MINNEAPOLIS MN 55414 Date Received: 11 Jun 2020 Time Received: 10:00 Date Submitted: 10 Jun 2020 Temperature at Receipt: 0.2 C As Received Result Method Reference Date Analyzed 20-A26543 5 WELL HOUSE 4 LAB ID:10520924005 WATER Date Sampled: 9 Jun 20 Time Sampled: 11:35 Iron Related Bacteria Day 1 Absent HACH 11 Jun 20 Iron Related Bacteria Day 2 Absent HACH 11 Jun 20 Iron Related Bacteria Day 3 Absent HACH 11 Jun 20 Iron Related Bacteria Day 4 Absent HACH 11 Jun 20 Iron Related Bacteria Day 5 Absent HACH 11 Jun 20 Iron Related Bacteria Day 6 Absent HACH 11 Jun 20 Iron Related Bacteria Day 7 Absent HACH 11 Jun 20 Iron Related Bacteria Day 8 Absent HACH 11 Jun 20 Iron Related Bacteria Day 9 Absent HACH 11 Jun 20 Iron Related Bacteria Day 10 Present HACH 11 Jun 20 APPROXIMATE IRON RELATED BACTERIA POPULATION = <1 CFU/mL Approved by: ______________________________________________________________ Sarah Garza, Microbiology Lab Manager New Ulm, MN MVTL guarantees the accuracy of the analysis done on the sample submitted for testing. It is not possible for MVTL to guarantee that a test result obtained on a particular sample will be the same on any other sample unless all conditions affecting the sample are the same, including sampling by MVTL. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. AN EQUAL OPPORTUNITY EMPLOYER EMSL Analytical, Inc. 3410 Winnetka Avenue North New Hope , MN 55427 Phone/Fax: (763) 449-4922 / (763) 449-4924 http://www.EMSL.com / minneapolislab@emsl.com PACE52 352005620 10520924 EMSL Order ID: Customer ID: Customer PO: Project ID: Attn: Phone: (612) 607-6364 Fax: (612) 607-6444 Received: 06/11/2020 Analyzed: 06/23/2020 Jared Dickinson Pace Analytical Services, LLC 1700 Elm Street SE Suite #200 Minneapolis, MN 55414 20-03427 LINO LAKES DW 2020Proj: Test Report: Determination of Asbestos Structures >10µm in Drinking Water Performed by the 100.2 Method (EPA 600/R-94/134) Sample Filtration Date/Time Sample ID Client / EMSL ASBESTOS Confidence Limits ConcentrationAnalytical Sensitivity Fibers Detected Asbestos TypesArea Analyzed (mm²) Effective Filter Area (mm²) Original Sample Vol. Filtered (ml)MFL (million fibers per liter) 0.20ND <0.20 0.00 - 0.75None Detected6/16/2020 03:24 AM 1320 0.2600251 352005620-0001 Sample ozonated prior to analysis due to lab receipt time exceeding 48hr method hold time. 06/09/2020 09:00 AMCollection Date/Time: 0.20ND <0.20 0.00 - 0.75None Detected6/16/2020 03:24 AM 1320 0.2600252 352005620-0002 Sample ozonated prior to analysis due to lab receipt time exceeding 48hr method hold time. 06/09/2020 09:45 AMCollection Date/Time: 0.51ND <0.51 0.00 - 1.90None Detected6/16/2020 04:26 AM 1320 0.2600103 352005620-0003 Due to excessive particulate the analytical sensitivity of 0.2 MFL as required by the method was not reached. Sample was ozonated prior to analysis. 06/09/2020 10:15 AMCollection Date/Time: 0.51ND <0.51 0.00 - 1.90None Detected6/16/2020 04:26 AM 1320 0.2600104 352005620-0004 Due to excessive particulate the analytical sensitivity of 0.2 MFL as required by the method was not reached. Sample was ozonated prior to analysis. 06/09/2020 10:55 AMCollection Date/Time: Page 1 of 2Test Report: TEM100.2-2.2.0.2 Printed: 6/23/2020 04:02PM Analyst(s) Rachel Travis, Laboratory Manager or Other Approved Signatory Any questions please contact Rachel Travis. Sample collection and containers provided by the client, acceptable bottle blank level is defined as ≤0.01MFL>10um. ND=None Detected. This report may not be reproduced, except in full, without written permission by EMSL Analytical, Inc. The test results contained within this report meet the requirements of NELAC unless otherwise noted. This report relates only to the samples reported above. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. New Hope, MN MN ELAP 1511379; Florida E871121; Iowa 411; Louisiana LA1800002; Nebraska NE-05-31-16; Oklahoma 2017-005 Steve Felton (5) Initial report from: 06/23/2020 16:02:33 EMSL Analytical, Inc. 3410 Winnetka Avenue North New Hope , MN 55427 Phone/Fax: (763) 449-4922 / (763) 449-4924 http://www.EMSL.com / minneapolislab@emsl.com PACE52 352005620 10520924 EMSL Order ID: Customer ID: Customer PO: Project ID: Attn: Phone: (612) 607-6364 Fax: (612) 607-6444 Received: 06/11/2020 Analyzed: 06/23/2020 Jared Dickinson Pace Analytical Services, LLC 1700 Elm Street SE Suite #200 Minneapolis, MN 55414 20-03427 LINO LAKES DW 2020Proj: Test Report: Determination of Asbestos Structures >10µm in Drinking Water Performed by the 100.2 Method (EPA 600/R-94/134) Sample Filtration Date/Time Sample ID Client / EMSL ASBESTOS Confidence Limits ConcentrationAnalytical Sensitivity Fibers Detected Asbestos TypesArea Analyzed (mm²) Effective Filter Area (mm²) Original Sample Vol. Filtered (ml)MFL (million fibers per liter) 0.20ND <0.20 0.00 - 0.75None Detected6/16/2020 05:28 AM 1320 0.1300505 352005620-0005 Sample ozonated prior to analysis due to lab receipt time exceeding 48hr method hold time. 06/09/2020 11:35 AMCollection Date/Time: Page 2 of 2Test Report: TEM100.2-2.2.0.2 Printed: 6/23/2020 04:02PM Analyst(s) Rachel Travis, Laboratory Manager or Other Approved Signatory Any questions please contact Rachel Travis. Sample collection and containers provided by the client, acceptable bottle blank level is defined as ≤0.01MFL>10um. ND=None Detected. This report may not be reproduced, except in full, without written permission by EMSL Analytical, Inc. The test results contained within this report meet the requirements of NELAC unless otherwise noted. This report relates only to the samples reported above. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. New Hope, MN MN ELAP 1511379; Florida E871121; Iowa 411; Louisiana LA1800002; Nebraska NE-05-31-16; Oklahoma 2017-005 Steve Felton (5) Initial report from: 06/23/2020 16:02:33 (RL) = Reporting Limit. See below for definitions of possible flags and labels in the database (sheet tab 'DATA'). There may be additional flags associated with these data; please see individual hard copy reports for a complete list of flags and definitions. FLAG =DEFINITION B =analyte found in the associated blank and concentration in sample is less than 10X the concentration in the associated blank J =estimated concentration less than RL N =authentic recovery is not within method/contract control limits U =not detected at RL V =surrogate recovery is not within method/contract control limits There may be additional flags associated with these data; please see individual hard copy reports for a complete list of flags and definitions. analyte found in the associated blank and concentration in sample is less than 10X the concentration in the associated blank CLIENT_ID Lino Lakes Well No.4 Axys ID L33032-1 Method SGS AXYS METHOD MLA-110 Rev 02 WORKGROUP WG72387 Sample Size 0.547L UNITS flag ng/L ng/L (RL) PFBA U 2.92 PFPeA U 1.46 PFHxA U 0.731 PFHpA U 0.731 PFOA U 0.731 PFNA U 0.731 PFDA U 0.731 PFUnA U 0.731 PFDoA U 0.731 PFTrDA U 0.731 PFTeDA U 0.731 PFBS U 0.731 PFPeS U 0.731 PFHxS U 0.731 PFHpS U 0.731 PFOS U 0.731 PFNS U 0.731 PFDS U 0.731 PFDoS U 0.731 4:2 FTS U 2.92 6:2 FTS B J 5.45 2.63 8:2 FTS U 2.92 PFOSA U 0.731 N-MeFOSA U 0.84 N-EtFOSA U 1.83 MeFOSAA U 0.731 EtFOSAA U 0.731 N-MeFOSE U 7.31 N-EtFOSE U 5.48 HFPO-DA U 2.78 ADONA U 2.92 9Cl-PF3ONS U 2.92 11Cl-PF3OUdS U 2.92 13C4-PFBA (% Recovery)82.5 13C5-PFPeA (% Recovery)88.2 13C5-PFHxA (% Recovery)86.3 13C4-PFHpA (% Recovery)91.4 13C8-PFOA (% Recovery)85 13C9-PFNA (% Recovery)78.4 13C6-PFDA (% Recovery)92.1 13C7-PFUnA (% Recovery)85.5 13C2-PFDoA (% Recovery)83.2 13C2-PFTeDA (% Recovery)74.8 13C3-PFBS (% Recovery)84.3 13C3-PFHxS (% Recovery)83.7 13C8-PFOS (% Recovery)88.3 13C2-4:2 FTS (% Recovery)63.5 13C2-6:2 FTS (% Recovery)62.3 13C2-8:2 FTS (% Recovery)65.6 13C8-PFOSA (% Recovery)87.5 D3-N-MeFOSA (% Recovery)77.6 D5-N-EtFOSA (% Recovery)69.3 D3-MeFOSAA (% Recovery)56 D5-EtFOSAA (% Recovery)52.9 d7-NMe-FOSE (% Recovery)69.9 d9-NEt-FOSE (% Recovery)63.6 13C3-HFPO-DA (% Recovery)79.8 Lino Lakes Well No.3 Lino Lakes Well No.6 L33032-2 L33032-3 SGS AXYS METHOD MLA-110 Rev 02 SGS AXYS METHOD MLA-110 Rev 02 WG72387 WG72387 0.547L 0.550L flag ng/L ng/L (RL)flag ng/L 10.2 2.93 39.2 U 1.46 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 0.732 U U 2.93 U B J 4.55 2.63 B J 3.88 U 2.93 U U 0.732 U U 0.841 U U 1.83 U U 0.732 U U 0.732 U U 7.32 U U 5.49 U U 2.78 U U 2.93 U U 2.93 U U 2.93 U 64.9 81.7 90 85.8 90.1 86.4 85.6 85.4 84.9 83.8 79.6 82.1 83.6 91.1 80.2 84.3 80.6 84 62.8 69.4 89.9 90 83.4 81.5 87.8 90.2 62.1 58 60.6 60.4 64.9 64.7 88.4 90.7 86 72 76.5 72.1 56.7 60.6 V 47.1 55.2 70.7 71.2 65.2 66 83.6 79.1 Lino Lakes Well No.5 Lino Lakes Well No.2 L33032-4 L33032-5 SGS AXYS METHOD MLA-110 Rev 02 SGS AXYS METHOD MLA-110 Rev 02 WG72387 WG72387 0.546L 0.552L ng/L (RL)flag ng/L ng/L (RL)flag 2.91 J 3.8 2.93 U 1.45 U 1.46 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 0.727 U 0.732 U 2.91 U 2.93 U 2.62 B J 4 2.64 B J 2.91 U 2.93 U 0.727 U 0.732 U 0.837 U 0.842 U 1.82 U 1.83 U 0.727 U 0.732 U 0.727 U 0.732 U 7.27 U 7.32 U 5.46 U 5.49 U 2.76 U 2.78 U 2.91 U 2.93 U 2.91 U 2.93 U 2.91 U 2.93 U 82.4 90 90.7 88.5 83.8 80.3 105 98.5 93.3 Lino Lakes Well No.6 L33032-3 SGS AXYS METHOD MLA-110 Rev 02 WG72387 0.550L 84.6 85.9 82.2 88 64.2 59.2 68.1 89.4 71.8 69.7 57.7 58 71 67.1 83.2 Lab Blank (101) WG72387-101 SGS AXYS METHOD MLA-110 Rev 02 WG72387 0.500L ng/L ng/L (RL)flag ng/L ng/L (RL) 2.9 U 3.2 1.45 U 1.6 0.725 U 0.8 0.725 U 0.8 5.19 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 0.725 U 0.8 2.9 U 3.2 5.77 2.61 J 29.2 2.88 2.9 U 3.2 0.725 U 0.8 0.833 U 0.92 1.81 U 2 0.725 U 0.8 0.725 U 0.8 7.25 U 8 5.44 U 6 2.75 U 3.04 2.9 U 3.2 2.9 U 3.2 2.9 U 3.2 82.8 81.2 90 86.4 90.6 83.5 86.6 85 84.1 81.8 80.8 78.5 86.9 86.3 85.1 86.2 78.6 85 Lino Lakes Well No.2 L33032-5 SGS AXYS METHOD MLA-110 Rev 02 WG72387 0.552L 72.5 59 86.9 87.4 84.2 83.1 88.5 86.1 62.6 64.2 58.3 60.1 64.1 63.7 91.2 80.9 78 66.6 76 62 57.1 52.1 51.1 53.7 73.1 65.1 68.4 56.6 84.8 77.5 Spiked Matrix (102)Spiked Matrix (Duplicate) (103) WG72387-102 (A)WG72387-103 (DUP WG72387-102) SGS AXYS METHOD MLA-110 Rev 02 SGS AXYS METHOD MLA-110 Rev 02 WG72387 WG72387 flag % Recovery -flag % Recovery 96.6 96.5 95.1 97.6 91.8 97.8 93.6 92.7 89.7 90.1 102 98 91.3 96.3 98.4 96.7 96.6 104 83.4 86.6 103 102 98.7 95.8 103 102 95.7 97.2 91.2 91 89 88.3 98.6 103 86.4 82.6 N 77.2 N 78.9 110 108 N 121 113 95.1 102 96.7 98.3 104 102 89.3 88.4 99.6 N 78.1 99.8 83.4 100 99.6 101 101 92.7 95.8 99.7 108 107 118 90.2 100 83.3 82.2 96.3 88.2 94.5 84.5 85.5 87.1 84 81 81.2 77 93 88.2 88.9 85 89 79.4 74.9 73.2 84.2 88 82.8 82.6 90.6 93.3 59.2 62.2 58.2 58.8 60 58.5 84.8 85.1 70.6 70.1 67.3 67.5 58.3 59 56.1 54.9 70.2 68.2 64.2 62.3 90.6 76.1 - Spiked Matrix (Duplicate) (103) WG72387-103 (DUP WG72387-102) SGS AXYS METHOD MLA-110 Rev 02 WG72387 SGS AXYS Client No.:5036 Client Address:WSB & Associates, Inc. 701 Xenia Ave. S., Suite 300 Golden Valley, MN, US, 55416 The SGS AXYS contact for these data is Dale Robinson. “This document is issued by the Company under its General Conditions of Service accessible at http://www.sgs.com/en/Terms-and-Conditions.aspx. Attention is drawn to the limitation of liability, indemnification and jurisdiction issues defined therein. Any holder of this document is advised that information contained hereon reflects the Company’s findings at the time of its intervention only and within the limits of Client’s instructions, if any. The Company’s sole responsibility is to its Client and this document does not exonerate parties to a transaction from exercising all their rights and obligations under the transaction documents. Any unauthorized alteration, forgery or falsification of the content or appearance of this document is unlawful and offenders may be prosecuted to the fullest extent of the law.” “The sample(s) to which the findings recorded herein (the “Findings”) relate was[were] drawn and [or] provided by the Client or by a third party acting at the Client’s direction. The Findings constitute no warranty of the sample’s representativeness of any goods and strictly relate to the sample(s). The Company accepts no liability with regard to the origin or source from which the sample(s) is[are] said to be extracted.” www.axysanalytical.com Page 1 of 94 PERFLUORINATED ORGANIC & FTS ANALYSIS AQUEOUS SAMPLES PROJECT NAME: LINO LAKES WTP FEASIBILITY 015822-000 Contract: 5036 Data Package Identification: DPWG72695 Analysis WG72387 24 June 2020 www.axysanalytical.com Page 2 of 94 WSB & ASSOCIATES AQUEOUS SAMPLES PER- AND POLYFLUOROALKYL SUBSTANCES ANALYSIS SGS AXYS METHOD: MLA-110 5036: L33032-1 to -5 Project name: Lino Lakes WTP Feasibility 015822-000 24 June 2020 NARRATIVE This narrative describes the analysis of five aqueous samples for the determination of per- and polyfluoroalkyl organic compounds by ultra-high performance liquid chromatography/tandem mass spectrometry (UHPLC-MS/MS). SAMPLE RECEIPT AND STORAGE The sample was received at SGS AXYS on the 6th of May, 2020. The temperature of the samples upon receipt was 2.2˚C, meeting the method recommended arrival temperature of 0-4°C. The samples were stored at -20˚C in the dark prior to extraction and analysis. SAMPLE EXTRACTION AND ANALYSIS The field and QC samples were analyzed in one analysis batch designated as WG72387; the composition of the batch is shown on the Correlation Table included with this data package. The QC samples consisted of a procedural blank, a lab-generated reference sample known as the Ongoing Precision and Recovery (OPR) sample and a duplicate OPR. The lab blank and OPRs were prepared using Canadian Springs water as the matrix. Sample extraction, instrumental analysis, and analyte quantification procedures were done in accordance with SGS AXYS Method MLA-110: Analytical Procedure for the Analysis of Per- and Polyfluoroalkyl Substances (PFAS) in Aqueous Samples, Solids and Solvent Extracts by LC-MS/MS. A method summary (MSU-110) of SGS AXYS Method MLA-110 is included with the data package. Approximately 500 mL of sample was accurately weighed and spiked with isotopically labeled quantification standards and extracted and cleaned up by solid phase extraction (SPE) using a disposable cartridge containing a weak anion exchange sorbent. After spiking each sample with labeled recovery (internal) standards, the extracts were analyzed by LC-MS/MS. Analyte concentrations were determined by isotope dilution/internal standard method, comparing the area of the quantification ion to that of the isotopically labeled standard. The reporting limit (RL) was defined as the concentration equivalent to the lowest calibration standard (CS1) or the sample specific detection limit (SDL), whichever was greater. REPORTING CONVENTIONS The SGS AXYS contract number assigned for internal tracking was 5036. The samples were assigned a unique laboratory identifier L33032-X; where X is a numeral; all data reports reference this unique SGS AXYS ID plus the client sample identifier. To assist in locating data, a table correlating the SGS AXYS ID with the client sample numbers is included with this data package. The report forms were generated using Laboratory Information Management Systems (LIMS) software. Any extra work required and performed after the initial instrumental analysis of the sample extract was given an extra “test suffix” code. The single letter code per extra work performed was added to the SGS AXYS sample ID as a suffix, and was combined with any other applicable test suffix codes. The extra work code used to report data in this package include: (A) = parent sample for a duplicate pair www.axysanalytical.com Page 3 of 94 The laboratory qualifiers used to report results were as follows: J = indicates an estimated value where the concentration of the analyte is less than the concentration at which test accuracy has been demonstrated (LOQ) but greater than the reporting limit (RDL) N = authentic recovery in the OPR is not within method or contract control limits U = identifies a compound that was not detected B = analyte found in the associated blank V = surrogate recovery was not within method specifications Results were reported with concentration units of nanograms per litre (ng/L). Concentration and detection limits were reported to three significant figures. Analysis results for each sample are provided on Analysis Report forms 1A and 2. QA/QC NOTES The samples and QC samples were analyzed in one analysis batch and was carried intact through the entire analytical process. The sample data were reviewed and evaluated in relation to the batch QC samples. · Sample analyte concentrations are not blank corrected and should be evaluated with the laboratory procedural blank results considered. · By virtue of the isotope dilution/internal standard quantification procedures, data are recovery corrected for possible losses during extraction and clean up. · All linearity, calibration verification, OPR, precision, laboratory procedural blank, and labeled compound recovery specifications were met with the following exceptions: The analyte 6:2 FTS was detected in the Lab Blank (SGS AXYS ID: WG72387-101). Data are not blank corrected. Blank data should be taken into consideration when evaluating sample data. Percent recovery of several analytes in the OPR and OPR duplicate (SGS AXYS ID: WG72387-102 and -103, respectively) were outside the contract nominal limits but within the SGS AXYS method limit. The analytes were flagged with an ‘N’. The Relative Percent Difference (RPD) value of above 20% was observed for analyte MeFOSAA between the OPR and OPR duplicate (SGS AXYS ID: WG72387-102 and -103, respectively). Overall, there was good agreement in target analyte concentrations between the samples. Percent recovery of labeled compound D5-EtFOSAA in the sample Lino Lakes Well No. 3 (SGS AXYS ID: L33032- 2) was below the contract nominal limit and was flagged with a ‘V’. As the isotope dilution method of quantification produces data that are recovery corrected, the variances from the method acceptance criteria are deemed not to affect the quantification of the analytes. Percent labeled compound recoveries are used as a general method performance indicator only. ANALYTICAL DISCUSSION No analytical difficulty was encountered. DATA PACKAGE This data package was assigned a unique data package identification workgroup: DPWG72695. This ID is shown on the front page of the data package. Included in the data package following this narrative report are the following documents: · Method summary · Sample ‘Correlation Table’ · Sample receiving documentation · Sample data reports (in order of SGS AXYS Sample ID) · Laboratory QC data reports · Instrumental QC data reports (organized by analysis date) www.axysanalytical.com Page 4 of 94 · Accreditation Scope __________________________________________________________________________________________ I certify that this data package is in compliance with the terms and conditions of the contract, both technically and for completeness, except for the conditions detailed above. In addition, I certify, that to the best of my knowledge and belief, the data as reported are true and accurate. The following signature, on behalf of SGS AXYS Analytical Services Ltd, authorizes the release of the data contained in this data package. Bryan Alonzo 24-Jun-20 ____________________________________ _______________________ Signed: Bryan Alonzo, B. Sc., Data Validation Chemist Date Signed www.axysanalytical.com Page 5 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 1 of 23 SGS AXYS confidential, not to be distributed without written permission SUMMARY OF SGS AXYS METHOD MLA-110 REV. 02 VER. 07 Analytical Procedure for the Analysis of Per- and Polyfluoroalkyl Substances (PFAS) in Aqueous Samples, Solids, Tissues, AFFF Products, Blood/ Serums and Solvent Extracts by LC-MS/MS This method describes the analysis of per- and polyfluoroalkyl substances (PFAS) in aqueous, solid, biosolid, tissue, blood/serum, AFFF product samples and solvent extracts, determined as the total of linear and branched isomers. After spiking with isotopically labeled surrogate standards samples are extracted and cleaned up by Solid Phase Extraction (SPE). The extracts are then analyzed by liquid chromatography/mass spectrometry (LC-MS/MS). Final sample concentrations are determined by isotope dilution/internal standard quantification. Typical reporting limits are shown below, for the method default sample sizes: Analyte groups Aqueous sample Extract 1 Solid 2 Biosolid 3 Tissues 4 AFFF Products5 Blood, Serum Typical sample size 0.5 L 0.75 mL 5 g 2.5 g 2.0 g 0.02 g 2 mL Units ng/L ng/mL ng/g ng/g ng/g ng/g ng/mL Perfluoroalkyl carboxylates 0.8-3.2 0.53-2.1 0.08-0.32 0.16-0.64 0.2-0.8 10-40 0.2-0.8 Perfluoroalkyl sulfonates 0.8 0.53 0.08 0.16 0.2 10 0.2 Fluorotelomer sulfonates 3.2 2.1 0.32 0.64 0.8 40 0.8 Perfluorooctane sulfonamides 0.8 0.53 0.08 0.16 0.2 10 0.2 Perfluorooctane sulfonamidoacetic acids 0.8 0.53 0.08 0.16 0.2 10 0.2 Perfluorooctane sulfonamide ethanols 8 5.3 0.8 1.6 2.0 100 2.0 Per- and polyfluoroether carboxylates 3.2 2.1 0.32 0.64 0.8 N/A 0.8 Ether sulfonates 3.2 2.1 0.32 0.64 0.8 N/A 0.8 1 Detection limits for extract samples depend on the samples size processed. The reporting limits provided here are based on the typical extract sample size listed above. 2 A maximum of 10 g wet, or 5 g dry, solid may be analyzed. 3 A maximum of 5 g wet, or 0.5 g dry, biosolid may be analyzed. 4 A maximum of 2 g of tissue may be analyzed. 5 A maximum of 0.02 g of AFFF Product is analyzed. Reporting limits are based on the calibration A point. The method is not currently validated for ether carboxylates/sulfonates in AFFF samples. Only Class B aqueous film forming foams (AFFF) or alcohol-resistant AFFF (AR-AFFF) samples are part of this scope. All samples will be logged in under an “AQIP” (Aqueous Industrial Product) matrix code in LIMS. Other AFFF products such as fluoroprotein foams may be analyzed using this method but need special www.axysanalytical.com Page 6 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 2 of 23 SGS AXYS confidential, not to be distributed without written permission handling. See PFAS product manager for handling instructions. Consult product Safety Data Sheets (SDS) and other information before confirming. Log these samples into LIMS as a Q Product. Refer to Appendix B for sample storage conditions. PFAS Target Analytes Perfluoroalkyl carboxylates Perfluorobutanoic acid (PFBA, Perfluorobutanoate) Perfluoropentanoic acid (PFPeA, Perfluoropentanoate) Perfluorohexanoic acid (PFHxA, Perfluorohexanoate) Perfluoroheptanoic acid (PFHpA, Perfluoroheptanoate) Perfluorooctanoic acid (PFOA, Perfluorooctanoate) Perfluorononanoic acid (PFNA, Perfluorononanoate) Perfluorodecanoic acid (PFDA, Perfluorodecanoate) Perfluoroundecanoic acid (PFUnA, Perfluoroundecanoate) Perfluorododecanoic acid (PFDoA, Perfluorododecanoate) Perfluorotridecanoic acid (PFTrDA, Perfluorotridecanoate) Perfluorotetradecanoic acid (PFTeDA, Perfluorotetradecanoate) Perfluoroalkyl sulfonates Perfluorobutanesulfonic acid (PFBS, Perfluorobutanesulfonate) Perfluoropentanesulfonic acid (PFPeS, Perfluoropentanesulfonate) Perfluorohexanesulfonic acid (PFHxS, Perfluorohexanesulfonate) Perfluoroheptanesulfonic acid (PFHpS, Perfluoroheptanesulfonate) Perfluorooctanesulfonic acid (PFOS, Perfluorooctanesulfonate) Perfluorononanesulfonic acid (PFNS, Perfluorononanesulfonate) Perfluorodecanesulfonic acid (PFDS, Perfluorodecanesulfonate) Perfluorododecanesulfonic acid (PFDoS, Perfluorododecanesulfonate) Fluorotelomer sulfonates 1H, 1H, 2H, 2H-perfluorohexane sulfonic acid (4:2 FTS, 1H, 1H, 2H, 2H-perfluorohexane sulfonate) 1H, 1H, 2H, 2H-perfluorooctane sulfonic acid (6:2 FTS, 1H, 1H, 2H, 2H-perfluorooctane sulfonate) 1H, 1H, 2H, 2H-perfluorodecane sulfonic acid (8:2 FTS, 1H, 1H, 2H, 2H-perfluorodecane sulfonate) Perfluorooctane sulfonamides Perfluorooctanesulfonamide (PFOSA) 1 N-Methylperfluorooctanesulfonamide (N-MeFOSA) N-Ethylperfluorooctanesulfonamide (N-EtFOSA) www.axysanalytical.com Page 7 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 3 of 23 SGS AXYS confidential, not to be distributed without written permission Perfluorooctane sulfonamidoacetic acids N-Methylperfluoro-1-octanesulfonamidoacetic acid (N-MeFOSAA, N-Methylperfluoro-1- octanesulfonamidoacetate) N-Ethylperfluoro-1-octanesulfonamidoacetic acid (N-EtFOSAA, N-Ethylperfluoro-1- octanesulfonamidoacetate) Perfluorooctane sulfonamidoethanols N-Methylperfluoro-1-octanesulfonamidoethanol (N-MeFOSE) N-Ethylperfluoro-1-octanesulfonamidoethanol (N-EtFOSE) Ether carboxylates 2,3,3,3-Tetrafluoro-2-(1,1,2,2,3,3,3-heptafluoropropoxy)propionic acid (HFPO-DA, 2,3,3,3-Tetrafluoro- 2-(1,1,2,2,3,3,3-heptafluoropropoxy)propionoate) Decafluoro-3H-4,8-dioxanonoate (ADONA, DONA, Decafluoro-3H-4,8-dioxanonoic acid) Ether sulfonates 9-chlorohexadecafluoro-3-oxanonane-1-sulfonic acid (9Cl-PF3ONS, 9-chlorohexadecafluoro-3- oxanonane-1-sulfonate) 11-chloroeicosafluoro-3-oxaundecane-1-sulfonic acid (11Cl-PF3OUdS, 11-chloroeicosafluoro-3- oxaundecane-1-sulfonate) 1 PFOSA also called FOSA The carboxylic and sulfonic acid analyte concentrations can be reported as either the acid or the anion forms. The anion and corresponding acid forms and their CAS Registry Numbers are shown in Appendix A of this summary. 1.0 EXTRACTION AND CLEANUP PROCEDURES Aqueous samples size may be up to 1000 mL for aqueous samples analyzed by this method, and up to 0.75 mL for extracts/solvents. Samples are stored in HDPE (high density polyethylene) containers. All samples are spiked with surrogate standards. Aqueous samples are extracted by solid phase extraction (SPE) using weak anion exchange cartridges; wash and elution procedures are chosen to meet various analysis requirements. Sample extracts are then treated with carbon powder, spiked with recovery standards and analyzed by LC-MS/MS. Extract/solvent samples don’t undergo solid phase extraction. The samples are spiked with surrogate and recovery standards, and analyzed by LC-MS/MS. Solid and biosolid sample size may be up to 5 g dry weight for solid samples or up to 5 g wet weight (max. 0.5 g dry weight) for biosolid samples. After addition of isotopically labelled surrogate standards the sample is extracted by shaking three times with methanolic ammonium hydroxide solution, each time collecting the supernatants. The supernatants are combined, treated with ultra pure carbon powder and evaporated to remove methanol. The resulting solution is diluted with water and cleaned up by solid phase extraction (SPE) using disposable cartridges containing a weak anion exchange sorbent. The eluate is spiked with recovery standards and analyzed by LC- MS/MS. www.axysanalytical.com Page 8 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 4 of 23 SGS AXYS confidential, not to be distributed without written permission Tissue sample size may be up to 2 g. After addition of isotopically labelled surrogate standards the sample is extracted with methanolic potassium hydroxide solution, with acetonitrile, and finally with methanolic potassium hydroxide solution, each time collecting the supernatants. The supernatants are combined, treated with ultra pure carbon powder and evaporated to remove methanol. The resulting solution is diluted with water and cleaned up by solid phase extraction (SPE) on a weak anion exchange sorbent. The eluate is spiked with recovery standards and analyzed by LC-MS/MS. All AFFF samples are pre-screened before analysis to determine the appropriate amount of sample to analyze. A suitable subsample is dissolved in water, spiked with surrogate standards and extracted by solid phase extraction (SPE). The extracts are treated with carbon powder, spiked with recovery standards and analyzed by LC-MS/MS. Blood, Serum sample size may be up to 2 mL. After the addition of isotopically labelled surrogate standards the sample is extracted with 50% formic acid. The resulting solution is cleaned up by solid phase extraction (SPE) on a weak anion exchange sorbent. The eluent tubes are spiked with recovery standards and then eluent collected and analyzed by LC-MS/MS. 2.0 INSTRUMENTATION Analysis of the sample extract is performed on a UPLC (ultrahigh performance liquid chromatography) reversed phase C18 column using a solvent gradient. The column is coupled to a triple quadrupole mass spectrometer run at unit mass resolution in the Multiple Reaction Monitoring (MRM) in negative electrospray ionization mode. 3.0 CALIBRATION Initial calibration of the LC-MS/MS instrument is performed by the analysis of five or more calib- ration solutions. A mid-level calibration standard is analyzed to verify the initial calibration and injected after: • at least every 12 hours. • For DoD accredited work after every 10 client samples or every 12 hours, whichever occurs first, and at the end of the instrumental run sequence. Nominal Concentrations of Calibration Solutions (ng/mL) CAL A* CAL B CAL C CAL D CAL E (CAL-VER) CAL F CAL G CAL H Perfluoroalkyl carboxylates PFBA 0.2 0.4 0.8 2 10 50 250 1000 PFPeA 0.1 0.2 0.4 1 5 25 125 500 PFHxA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFHpA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 www.axysanalytical.com Page 9 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 5 of 23 SGS AXYS confidential, not to be distributed without written permission CAL A* CAL B CAL C CAL D CAL E (CAL-VER) CAL F CAL G CAL H PFOA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFNA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFDA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFUnA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFDoA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFTrDA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFTeDA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 Perfluoroalkyl sulfonates PFBS 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFPeS 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFHxS 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFHpS 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFOS 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFNS 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFDS 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 PFDoS 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 Flurorotelomer sulfonates 4:2 FTS 0.2 0.4 0.8 2 10 50 250 1000 6:2 FTS 0.2 0.4 0.8 2 10 50 250 1000 8:2 FTS 0.2 0.4 0.8 2 10 50 250 1000 Perfluorooctane sulfonamides PFOSA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 N-MeFOSA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 N-EtFOSA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 Perfluorooctane sulfonamidoacetic acids N-MeFOSAA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 N-EtFOSAA 0.05 0.1 0.2 0.5 2.5 12.5 62.5 250 Perfluorooctane sulfonamide ethanols N-MeFOSE 0.5 1 2 5 25 125 625 2500 N-EtFOSE 0.5 1 2 5 25 125 625 2500 www.axysanalytical.com Page 10 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 6 of 23 SGS AXYS confidential, not to be distributed without written permission CAL A* CAL B CAL C CAL D CAL E (CAL-VER) CAL F CAL G CAL H Per- and polyfluoroether carboxylates HFPO-DA 0.2 0.4 0.8 2 10 50 250 1000 ADONA 0.2 0.4 0.8 2 10 50 250 1000 Ether sulfonates 9Cl-PF3ONS 0.2 0.4 0.8 2 10 50 250 1000 11Cl-PF3OUdS 0.2 0.4 0.8 2 10 50 250 1000 Surrogate Standards 13C4-PFBA 10 10 10 10 10 10 10 10 13C5-PFPeA 5 5 5 5 5 5 5 5 13C5-PFHxA 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 13C4-PFHpA 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 13C8-PFOA 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 13C9-PFNA 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 13C6-PFDA 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 13C7-PFUnA 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 13C2-PFDoA 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 13C2-PFTeDA 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 13C3-PFBS 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 13C3-PFHxS 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 13C8-PFOS 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 13C2-4:2 FTS 5 5 5 5 5 5 5 5 13C2-6:2 FTS 5 5 5 5 5 5 5 5 13C2-8:2 FTS 5 5 5 5 5 5 5 5 13C8-PFOSA 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 D3-N-MeFOSA 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 D5-N-EtFOSA 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 D3-N-MeFOSAA 5 5 5 5 5 5 5 5 D5-N-EtFOSAA 5 5 5 5 5 5 5 5 www.axysanalytical.com Page 11 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 7 of 23 SGS AXYS confidential, not to be distributed without written permission CAL A* CAL B CAL C CAL D CAL E (CAL-VER) CAL F CAL G CAL H D7-N-MeFOSE 25 25 25 25 25 25 25 25 D9-N-EtFOSE 25 25 25 25 25 25 25 25 13C3-HFPO-DA 10 10 10 10 10 10 10 10 Recovery standards 13C3-PFBA 5 5 5 5 5 5 5 5 13C2-PFHxA 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 13C4-PFOA 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 13C5-PFNA 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 13C2-PFDA 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 18O2-PFHxS 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 13C4-PFOS 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 * CAL A is an Instrument Sensitivity Check. It may be used as an optional calibration level with prior approval, for all matrices. www.axysanalytical.com Page 12 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 8 of 23 SGS AXYS confidential, not to be distributed without written permission 4.0 QUANTIFICATION PROCEDURES Calculations Target compounds are quantified using the isotope dilution/internal standard method, comparing the area of the primary (quantifying) transition product ion of the target compound to that of the 13C-labelled or deuterium labeled standard and correcting for response factors. Mean relative response factors (RRF), determined from the multi-level initial calibration series are used to convert raw peak areas in sample chromatograms to final concentrations as follows: = sample of weight 1 RRF Std Qt of weight Std Qt of area Target of area Target of ionConcentrat where = Target of weight Std Qt of weight Std Qt of area Target of area RRF and the Qt Std is either the surrogate or the internal standard The isotopically labeled analog of an analyte (surrogate) is used for quantitation (Isotope Dilution Quantitation). If a labeled analog is not commercially available, a surrogate with chemical similarity and close retention time is used for quantitation (internal standard quantitation). Final target concentrations are recovery corrected by this method of quantification. 4.1 Reporting Limits Sample Specific Detection Limits (SDL) are determined by converting the area equivalent to 3.0 times the estimated chromatographic noise height to a concentration in the same manner that target peak responses are converted to final concentrations. The SDL accounts for any effect of matrix on the detection system and for recovery achieved through the analytical work-up. Results are reported to the greater of the SDL or the concentration equivalent to the lowest calibration standard analyzed. www.axysanalytical.com Page 13 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 9 of 23 SGS AXYS confidential, not to be distributed without written permission Analytes, Transition Ions and Quantification References Typical Retention Time 1 Precursor Ion m/z Quantification Product Ion m/z4 Confirmation Product Ion m/z 2,4 Typical Ion Ratio Quant./Conf.3 Quantified using Target analytes PFBA 1.96 212.8 168.9 n.a. n.a. (weak confirmation ion) 13C4-PFBA PFPeA 4.18 263.0 219.0 68.9 n.a. (weak confirmation ion) 13C5-PFPeA PFHxA 4.81 313.0 269.0 118.9 7.2 13C5-PFHxA PFHpA 5.32 363.1 319.0 169.0 2.6 13C4-PFHpA PFOA 6.16 413.0 369.0 169.0 see Table 12 13C8-PFOA PFNA 6.99 463.0 419.0 219.0 see Table 12 13C9-PFNA PFDA 7.47 512.9 469.0 219.0 3.6 13C6-PFDA PFUnA 7.81 563.1 519.0 269.1 4.0 13C7-PFUnA PFDoA 8.13 613.1 569.0 319.0 9.3 13C2-PFDoA PFTrDA 8.53 663.0 619.0 168.9 5.4 13C2-PFTeDA PFTeDA 8.96 713.1 669.0 168.9 4.2 13C2-PFTeDA PFBS 4.79 298.7 79.9 98.8 2.0 13C3-PFBS 5 PFPeS 5.38 349.1 79.9 98.9 1.8 13C3-PFHxS PFHxS 6.31 398.7 79.9 98.9 see Table 12 13C3-PFHxS PFHpS 7.11 449.0 79.9 98.8 1.7 13C8-PFOS PFOS 7.59 498.9 79.9 98.8 see Table 12 13C8-PFOS PFNS 7.92 548.8 79.9 98.8 1.7 13C8-PFOS PFDS 8.28 599.0 79.9 98.8 1.8 13C8-PFOS PFDoS 9.14 699.1 79.9 98.8 1.7 13C8-PFOS 4:2 FTS 4.67 327.1 307.0 80.9 1.3 13C2-4:2 FTS 6:2 FTS 5.81 427.1 407.0 80.9 1.5 13C2-6:2 FTS 8:2 FTS 7.28 527.1 507.0 80.8 1.9 13C2-8:2 FTS PFOSA 8.41 498.1 77.9 478.0 n.a. 13C8-PFOSA www.axysanalytical.com Page 14 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 10 of 23 SGS AXYS confidential, not to be distributed without written permission Typical Retention Time 1 Precursor Ion m/z Quantification Product Ion m/z4 Confirmation Product Ion m/z 2,4 Typical Ion Ratio Quant./Conf.3 Quantified using N-MeFOSA 9.70 511.9 219.0 169.0 see Table 12 D3-N-MeFOSA N-EtFOSA 9.94 526.0 219.0 169.0 see Table 12 D5-N-EtFOSA N-MeFOSAA 7.51 570.1 419.0 483.0 see Table 12 D3-N-MeFOSAA N-EtFOSAA 7.65 584.2 419.1 526.0 see Table 12 D5-N-EtFOSAA N-MeFOSE 9.57 616.1 58.9 n.a. n.a. (weak confirmation ion) D7-N-MeFOSE N-EtFOSE 9.85 630.0 58.9 n.a. n.a. (weak confirmation ion) D9-N-EtFOSE HFPO-DA 4.97 284.9 168.9 184.9 2.1 13C3-HFPO-DA ADONA 5.79 376.9 250.9 84.8 2.6 13C3-HFPO-DA 9Cl-PF3ONS 7.82 530.8 351.0 532.8 → 353.0 3.0 13C3-HFPO-DA 11Cl-PF3OUdS 8.62 630.9 450.9 632.9 → 452.9 3.2 13C3-HFPO-DA Surrogate standards 13C4-PFBA 1.95 216.8 171.9 n.a. 13C3-PFBA 13C5-PFPeA 4.18 268.3 223.0 n.a. 13C2-PFHxA 13C5-PFHxA 4.80 318.0 273.0 120.3 13C2-PFHxA 13C4-PFHpA 5.32 367.1 322.0 n.a. 13C4-PFOA (13C2- PFHxA for AFFF products) 13C8-PFOA 6.16 421.1 376.0 n.a. 13C4-PFOA 13C9-PFNA 6.99 472.1 427.0 n.a. 13C5-PFNA 13C6-PFDA 7.47 519.1 474.1 n.a. 13C2-PFDA 13C7-PFUnA 7.81 570.0 525.1 n.a. 13C2-PFDA 13C2-PFDoA 8.13 615.1 570.0 n.a. 13C2-PFDA 13C2-PFTeDA 8.96 715.1 670.0 n.a. 13C2-PFDA 13C3-PFBS 4.78 302.1 79.9 98.9 18O2-PFHxS 13C3-PFHxS 6.30 402.1 79.9 98.8 18O2-PFHxS 13C8-PFOS 7.59 507.1 79.9 98.9 13C4-PFOS www.axysanalytical.com Page 15 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 11 of 23 SGS AXYS confidential, not to be distributed without written permission Typical Retention Time 1 Precursor Ion m/z Quantification Product Ion m/z4 Confirmation Product Ion m/z 2,4 Typical Ion Ratio Quant./Conf.3 Quantified using 13C2-4:2 FTS 4.67 329.1 80.9 309.0 18O2-PFHxS 13C2-6:2 FTS 5.82 429.1 80.9 409.0 18O2-PFHxS 13C2-8:2 FTS 7.28 529.1 80.9 509.0 18O2-PFHxS 13C8-PFOSA 8.41 506.1 77.8 n.a. 13C4-PFOS D3-N-MeFOSA 9.70 515.0 219.0 n.a. 13C4-PFOS D5-N-EtFOSA 9.94 531.1 219.0 n.a. 13C4-PFOS D3-N-MeFOSAA 7.51 573.2 419.0 n.a. 13C4-PFOS D5-N-EtFOSAA 7.65 589.2 419.0 n.a. 13C4-PFOS D7-N-MeFOSE 9.56 623.2 58.9 n.a. 13C4-PFOS D9-N-EtFOSE 9.83 639.2 58.9 n.a. 13C4-PFOS 13C3-HFPO-DA 4.97 286.9 168.9 184.9 13C2-PFHxA Recovery standards 13C3-PFBA 1.95 216.0 172.0 n.a. External 13C2-PFHxA 4.80 315.1 270.0 119.4 External 13C4-PFOA 6.16 417.1 172.0 n.a. External 13C5-PFNA 6.99 468.0 423.0 n.a. External 13C2-PFDA 7.47 515.1 470.1 n.a. External 18O2-PFHxS 6.30 403.0 83.9 n.a. External 13C4-PFOS 7.59 502.8 79.9 98.9 External 1 Times shown are in decimal minute units. 2 Alternate transition, second m/z, may be used if necessary to avoid interference. 3 Transition ion ratios may vary by instrument, values shown are examples. Ion ratios applicable to qualitative identification are determined from instrumental calibration data. 4 Unit mass resolution of this instrument suggests ± 0.5 amu uncertainty in indicated masses. 5 If the quantifying standard 13C3-PFBS is unavailable PFBS may optionally be quantified against 13C3-PFHxS. www.axysanalytical.com Page 16 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 12 of 23 SGS AXYS confidential, not to be distributed without written permission 5.0 QUALITY ACCEPTANCE CRITERIA Samples are analyzed in batches consisting of a maximum of twenty samples, one procedural blank and one spiked matrix (OPR) sample. A duplicate is analyzed, provided there is sufficient sample, with batches containing 7-20 samples. Matrix spike/matrix spike duplicate (MS/MSD) pairs may be analyzed on an individual contract basis. The batch is carried through the complete analytical process as a unit. For sample data to be reportable, the batch QC data must meet the established acceptance criteria presented on the analysis reports. www.axysanalytical.com Page 17 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 13 of 23 SGS AXYS confidential, not to be distributed without written permission QC Specifications for Aqueous, Solid, AFFF, Tissue and Blood/Serum Samples: Procedural Blank Levels and OPR Recovery Ranges Compound Procedural Blank Level (ng/sample) OPR Recovery Range for Aqueous, Solid and AFFF Samples (%) OPR Recovery Range for Tissue Samples (%) OPR Recovery Range for Blood/ Serum Samples (%) PFBA ≤ 1.6 70-130 70-130 70-130 PFPeA ≤ 0.8 70-130 70-130 70-130 PFHxA ≤ 0.4 70-130 70-130 70-130 PFHpA ≤ 0.4 70-130 70-130 70-130 PFOA ≤ 0.4 70-130 70-130 70-130 PFNA ≤ 0.4 70-130 70-130 70-130 PFDA ≤ 0.4 70-130 60-130 70-150 PFUnA ≤ 0.4 70-130 70-140 70-140 PFDoA ≤ 0.4 70-130 70-130 70-140 PFTrDA ≤ 0.4 70-130 70-130 70-130 PFTeDA ≤ 0.4 70-130 70-130 70-130 PFBS ≤ 0.4 70-130 60-130 70-130 PFPeS ≤ 0.4 70-130 70-130 70-130 PFHxS ≤ 0.4 70-130 70-130 70-130 PFHpS ≤ 0.4 70-130 70-130 70-130 PFOS ≤ 0.4 70-130 70-140 70-130 PFNS ≤ 0.4 70-130 60-150 40-140 PFDS ≤ 0.4 70-130 40-150 70-130 PFDoS ≤ 0.4 60-130 70-140 70-130 4:2 FTS ≤ 1.6 70-130 40-150 70-130 6:2 FTS ≤ 5 70-130 70-130 70-130 8:2 FTS ≤ 1.6 70-130 70-170 70-130 PFOSA ≤ 0.4 70-130 70-130 70-130 N-MeFOSA ≤ 0.4 70-130 50-140 70-130 N-EtFOSA ≤ 0.4 70-130 70-130 70-130 N-MeFOSAA ≤ 0.4 70-130 60-140 70-150 N-EtFOSAA ≤ 0.4 70-130 60-140 60-130 N-MeFOSE ≤ 4 70-130 70-150 70-130 N-EtFOSE ≤ 4 70-130 70-130 70-160 HFPO-DA ≤ 1.6 70-130 70-130 70-130 ADONA ≤ 1.6 70-130 70-130 70-130 9Cl-PF3ONS ≤1.6 70-130 70-130 60-130 11Cl-PF3OUdS ≤ 1.6 70-130 60-130 70-130 www.axysanalytical.com Page 18 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 14 of 23 SGS AXYS confidential, not to be distributed without written permission Marginal exceedance allowance – results for one compound may fall outside of these limits by a maximum of 10% of the value. Note that for AFFF products, these are interim specifications and data outside the specifications may be acceptable based on application and professional judgment. DoD specification for procedural blanks: No analytes detected >½ LOQ or > 1/10th the amount measured in any sample or 1/10th the regulatory limit, whichever is greater. DoD QSM Rev. 5.3 Recovery Acceptance Limits for OPRs Compound OPR Recovery Range for Aqueous Samples (%) OPR Recovery Range for Solid Samples (%) PFBA 73-129 71-135 PFPeA 72-129 69-132 PFHxA 72-129 70-132 PFHpA 72-130 71-131 PFOA 71-133 69-133 PFNA 69-130 72-129 PFDA 71-129 69-133 PFUnA 69-133 64-136 PFDoA 72-134 69-135 PFTrDA 65-144 66-139 PFTeDA 71-132 69-133 PFBS 72-130 72-128 PFPeS 71-127 73-123 PFHxS 68-131 67-130 PFHpS 69-134 70-132 PFOS 65-140 68-136 PFNS 69-127 69-125 PFDS 53-142 59-134 4:2 FTS 63-143 62-145 6:2 FTS 64-140 64-140 8:2 FTS 67-138 65-137 PFOSA 67-137 67-137 N-MeFOSA 68-141 n.a. N-MeFOSAA 65-136 63-144 N-EtFOSAA 61-135 61-139 www.axysanalytical.com Page 19 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 15 of 23 SGS AXYS confidential, not to be distributed without written permission QC Specifications for Aqueous, Solid, AFFF, Tissue and Blood Serum Samples: Surrogate Standard Recoveries, OPR and Samples Surrogate Standard OPR and Sample Recovery Range 1 for Aqueous, Solid and AFFF Samples 3 (%) OPR and Sample Recovery Range 1 for Tissue Samples (%) 3 OPR and Sample Recovery Range 1 for Blood/Serum Samples (%) 3 13C4-PFBA 50-150 50-150 50-150 13C5-PFPeA 50-150 50-150 50-150 13C5-PFHxA 50-150 50-150 50-150 13C4-PFHpA 50-150 50-150 50-150 13C8-PFOA 50-150 50-150 50-150 13C9-PFNA 50-150 50-150 50-150 13C6-PFDA 50-150 50-180 50-150 13C7-PFUnA 50-150 50-150 50-160 13C2-PFDoA 50-150 50-150 50-150 13C2-PFTeDA 50-150 50-150 40-150 13C3-PFBS 50-150 50-150 50-150 13C3-PFHxS 50-150 50-150 50-150 13C8-PFOS 50-150 50-150 50-150 13C2-4:2 FTS 50-150 50-220 50-150 13C2-6:2 FTS 50-150 50-180 30-180 13C2-8:2 FTS 50-150 50-300 30-180 13C8-PFOSA 50-150 50-150 50-150 D3-N-MeFOSA 30-150 2 50-150 D5-N-EtFOSA 20-150 2 50-150 D3-N-MeFOSAA 50-150 2 40-200 D5-N-EtFOSAA 50-150 2 40-200 D7-N-MeFOSE 30-150 2 50-150 D9-N-EtFOSE 30-150 2 30-150 13C3-HFPO-DA 50-150 50-150 50-150 1 Lower surrogate recoveries may be accepted based on application and professional judgment. Note that for AFFF products, these are interim specifications and data outside the specifications may be acceptable based on application and professional judgment. www.axysanalytical.com Page 20 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 16 of 23 SGS AXYS confidential, not to be distributed without written permission 2 These surrogates used only to quantify the analogous native compounds. Formal surrogate recovery limits are under review. 3 For DoD: Surrogate recoveries are determined by comparing surrogate peak area in samples to surrogate’s area measured in the day’s initial cal/ver (or I-CAL if run that day). QC Specification Table: Other Parameters QC Parameter Specification MS Acquisition Rate Minimum acquisition rate for every native analyte and labeled compound peak: At least 10 data points per peak. Instrument Sensitivity Daily, S:N ≥ 10:1 for the primary transition product ion for all analytes for the lowest calibration standard (CAL B) and S:N ≥ 3:1 for the secondary ion. Additional requirement for DoD: Prior to sample analysis and then at least once every 12 hours, verify sensitivity at the LOQ level by running CAL C The found analyte concentrations must be within ±30% of the true values. Mass Calibration Instrument must have a valid mass calibration following the manufacturer specified procedure prior to any sample analysis. The mass calibration is updated on an as-needed basis (e.g. QC failures, ion masses fall outside of the ±0.5 amu of the true value, major instrument maintenance, or if the instrument is moved.) Refer to SIN-033. The entire range (bracketing all the masses of the target analytes) must be mass calibrated. The maximal allowed residual error is ≤ 0.1 Da for each mode with no more than two calibration points missed. Mass Calibration Verification Mass calibration is verified after each mass calibration, prior to initial ICAL. Mass calibration must be verified to be ±0.5 amu of true value by acquiring a full scan continuum mass spectrum of a PFAS stock standard OR by following the instrument manufacturer’s instructions for performing a mass calibration verification and using the instrument manufacturer’s recommended standards as long as these standards cover the mass range of the PFAS ions of interest. Initial Calibration (I-CAL) Run initially, and as required to maintain calibration verification and instrument sensitivity. CAL A is a sensitivity standard S:N ≥ 3:1 for the primary transition product ion for all analytes. CAL B is the default lowest calibration standard. (CAL A is not included in determination of the RRF). Quantification is achieved by the constant RRF method. The I-CAL specifications for the RRF fit are <20% RSD of mean RRFs and 70-130 % recovery of analytes at each concentration level down to C level. The recovery specification for the B CAL is 50-200%. The surrogate recovery specifications are 50-150% recovery at each concentration level. Peak Asymmetry: 0.8-1.5 for PFBA and PFPeA measured in CAL E (mid cal point) at 10% of the peak height. If this is not achieved, perform instrument maintenance and re-run I-CAL. www.axysanalytical.com Page 21 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 17 of 23 SGS AXYS confidential, not to be distributed without written permission QC Parameter Specification Initial Calibration Verification (ICV): After each Initial Calibration (I-CAL) and prior to sample analysis; analyze a second source standard (similar concentration to the CAL E); quantify against I-Cal, results must meet Cal/Ver accuracy specifications. Calibration Verification (Cal/Ver or CCV) Continuing Calibration Verification using CAL E Run every 12 hours, quantify against I-CAL. Calculated analyte conc. 70-130% of actual. Calculated surrogate recovery 50 – 150%. Additional requirement for DoD: Run Cal/Ver every 10 client samples or every 12 hours, whichever occurs first, and at the end of the analytical sequence; quantify against I-CAL. Calculated conc. must be 70- 130 % of actual. For internal purposes monitor Peak Asymmetry for every Cal/Ver Instrumental Carryover and Instrument Background An instrument blank containing surrogates is run after every Initial Calibration, Cal/Ver, or OPR. The specification is 0.3 % carryover from the standard into following instrument blank. This specification covers the requirement for DoD that the concentration of each analyte in the instrument blank must be ≤ ½ of the LOQ (C CAL). Duplicate Samples If conc. ≥ 5 times R.L., RPD ≤ 40% If conc. < 5 times R.L., guideline RPD ≤ 100% MS/MSD Optional test, client must request. Spiking at the OPR level. MS/MSD Analyte recoveries are evaluated against OPR limits, see Table 6a. RPD ≤ 40% Additional requirement for DoD: For all matrices analyzed by SPE one Matrix Spike and one Matrix Spike Duplicate shall be included with every analysis batch. MS/MSD recoveries are evaluated against project limits if prescribed by the client, otherwise MS/MSD recoveries are evaluated against the DOD specific acceptance ranges for OPRs listed in Table 6b of this document, or against the MLA-110 OPR method recovery limits for analytes not listed in Table 6b (see Table 6a). RPDs are evaluated against project limits if prescribed by the client, otherwise RPDs are evaluated against the DoD specific limit of ≤30%. www.axysanalytical.com Page 22 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 18 of 23 SGS AXYS confidential, not to be distributed without written permission Appendix A: Naming Convention and CAS Numbers PFAS: Naming Convention and CAS Numbers Abbreviation Name - Anion Form CAS# PFBA Perfluorobutanoate 45048-62-2 PFPeA Perfluoropentanoate 45167-47-3 PFHxA Perfluorohexanoate 92612-52-7 PFHpA Perfluoroheptanoate 120885-29-2 PFOA Perfluorooctanoate 45285-51-6 PFNA Perfluorononanoate 72007-68-2 PFDA Perfluorodecanoate 73829-36-4 PFUnA Perfluoroundecanoate 196859-54-8 PFDoA Perfluorododecanoate 171978-95-3 PFTrDA Perfluorotridecanoate 862374-87-6 PFTeDA Perfluorotetradecanoate 365971-87-5 PFBS Perfluorobutanesulfonate 45187-15-3 PFPeS Perfluoropentanesulfonate 175905-36-9 PFHxS Perfluorohexanesulfonate 108427-53-8 PFHpS Perfluoroheptanesulfonate 146689-46-5 PFOS Perfluorooctanesulfonate 45298-90-6 PFNS Perfluorononanesulfonate 474511-07-4 PFDS Perfluorodecanesulfonate 126105-34-8 PFDoS Perfluorododecanesulfonate 343629-43-6 4:2 FTS 4:2 fluorotelomersulfonate 414911-30-1 6:2 FTS 6:2 fluorotelomersulfonate 425670-75-3 8:2 FTS 8:2 fluorotelomersulfonate 481071-78-7 N-MeFOSAA N-Methylperfluorooctanesulfonamidoacetate n.a. N-EtFOSAA N-Ethylperfluorooctanesulfonamidoacetate n.a. HFPO-DA 2,3,3,3-Tetrafluoro-2-(1,1,2,2,3,3,3- heptafluoropropoxy)propanoate 122499-17-6 ADONA Dodecafluoro-3H-4,8-dioxanonanoate 2127366-90-7 9Cl-PF3ONS 9-chlorohexadecafluoro-3-oxanonane-1-sulfonate 1621485-21-9 11Cl-PF3OUdS 11-chloroeicosafluoro-3-oxaundecane-1- sulfonate 2196242-82-5 www.axysanalytical.com Page 23 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 19 of 23 SGS AXYS confidential, not to be distributed without written permission PFAS: Naming Convention and CAS Numbers Abbreviation Name - Acid Form CAS# PFBA Perfluorobutyric acid 375-22-4 PFPeA Perfluoropentanoic acid 2706-90-3 PFHxA Perfluorohexanoic acid 307-24-4 PFHpA Perfluoroheptanoic acid 375-85-9 PFOA Perfluorooctanoic acid 335-67-1 PFNA Perfluorononanoic acid 375-95-1 PFDA Perfluorodecanoic acid 335-76-2 PFUnA Perfluoroundecanoic acid 2058-94-8 PFDoA Perfluorododecanoic acid 307-55-1 PFTrDA Perfluorotridecanoic acid 72629-94-8 PFTeDA Perfluorotetradecanoic acid 376-06-7 PFBS Perfluorobutanesulfonic acid 375-73-5 PFPeS Perfluoropentanesulfonic acid 2706-91-4 PFHxS Perfluorohexanesulfonic acid 355-46-4 PFHpS Perfluoroheptanesulfonic acid 375-92-8 PFOS Perfluorooctanesulfonic acid 1763-23-1 PFNS Perfluorononanesulfonic acid 68259-12-1 PFDS Perfluorodecanesulfonic acid 335-77-3 PFDoS Perfluorododecanesulfonic acid 79780-39-5 4:2 FTS 4:2 fluorotelomersulfonic acid 757124-72-4 6:2 FTS 6:2 fluorotelomersulfonic acid 27619-97-2 8:2 FTS 8:2 fluorotelomersulfonic acid 39108-34-4 N-MeFOSAA N-Methylperfluorooctanesulfonamidoacetic acid 2355-31-9 N-EtFOSAA N-Ethylperfluorooctanesulfonamidoacetic acid 2991-50-6 HFPO-DA 2,3,3,3-Tetrafluoro-2-(1,1,2,2,3,3,3- heptafluoropropoxy)propanoic acid 13252-13-6 ADONA Dodecafluoro-3H-4,8-dioxanonanoic acid 919005-14-4 9Cl-PF3ONS 9-chlorohexadecafluoro-3-oxanonane-1-sulfonic acid 756426-58-1 11Cl-PF3OUdS 11-chloroeicosafluoro-3-oxaundecane-1-sulfonic acid 763051-92-9 www.axysanalytical.com Page 24 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 20 of 23 SGS AXYS confidential, not to be distributed without written permission PFAS: Naming Convention and CAS Numbers Abbreviation Name - Sulfonamide CAS# PFOSA Perfluorooctanesulfonamide 754-91-6 N-MeFOSA N-Methylperfluorooctanesulfonamide 31506-32-8 N-EtFOSA N-Ethylperfluorooctanesulfonamide 4151-50-2 Abbreviation Name - Sulfonamidoethanol CAS# N-MeFOSE N-Methylperfluorooctanesulfonamidoethanol 24448-09-7 N-EtFOSE N-Ethylperfluorooctanesulfonamidoethanol 1691-99-2 www.axysanalytical.com Page 25 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 21 of 23 SGS AXYS confidential, not to be distributed without written permission Appendix B: Sample Storage Conditions Sample Storage Requirements Matrix Sample Size (per analysis) Sample Container 1 Sample Condition Upon Receipt Storage Condition 2 Sample Hold Time 3 Extract Hold Time 4 Preservation Aqueous Up to 1000 mL, but typically 500 mL or less (max. 50 mg solids) High density polyethylene (HDPE) 0-4°C, dark ≤ -20ºC, dark 90 days 30 days None Required Solvent extracts Typically 0.75 mL High density polyethylene (HDPE) 0-4°C, dark 0-4°C, dark 60 days 30 days None Required Solid Up to 5 g dry but not more than 10 g wet. High density polyethylene (HDPE) 0-4°C, dark ≤ -20ºC, dark 1 Year 30 days None required Biosolid Up to 0.5 g dry but not more than 5 g wet. High density polyethylene (HDPE) 0-4°C, dark ≤ -20ºC, dark 1 Year 30 days None required Tissue Up to 2 g (wet) High density polyethylene (HDPE) or amber glass jar 0-4°C, dark ≤ -20ºC, dark 1 Year 30 days None Required AFFF Up to 0.02 g High density polyethylene (HDPE) Room temperature. 0-4°C, dark 90 days 30 days None Required Whole Blood 5 or Serum6 Up to 2 mL HDPE or Glass, not polypropylene. 0-4°C, dark ≤ -20ºC, dark 1 Year 30 days None Required 1 HDPE containers are preferred; amber glass containers are also acceptable. All containers should be organically clean; i.e. solvent-rinsed or purchased ‘certified’ clean. All containers should be tightly sealed with screw cap lids. 2 Storage temperatures quoted are nominal temperatures. 3 Hold times are from time of sampling. Client negotiated requests for specific holding times or other method-specific holding times are adhered to. This 90-day holding time on freezing of aqueous samples is based on SGS AXYS storage stability studies. www.axysanalytical.com Page 26 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 22 of 23 SGS AXYS confidential, not to be distributed without written permission 4 Hold times for sample extracts are from time of extraction with storage at 4°C. This 30-day holding time is a guideline, longer hold times may be accepted based on professional judgement. 5 Whole blood must be treated with anticoagulant such as heparin or sodium citrate at time of collection. 6 Glass vacutainers should be used for blood or serum collection. Plastic vacutainers (such as PET plastic) are not suitable as long chain PFAS compounds may be adsorbed onto the vacutainer surface. www.axysanalytical.com Page 27 of 94 This document is the Intellectual Property of SGS AXYS Analytical Services Ltd. and contains Proprietary and Confidential Business Information. It may not be reproduced or distributed without written permission of the owner. © SGS AXYS Analytical Services Ltd, 2020. SGS AXYS Analytical Services Ltd, 2045 Mills Road W., Sidney, BC, Canada, V8L 5X2. Tel. (250) 655-5800, fax (250) 655-5811. This is not a controlled document; it is subject to change without notification. SGS AXYS Analytical Services Ltd. MSU-110 Rev 14, 28-May-2020 Summary of MLA-110 Rev 02 Ver 07 Page 23 of 23 SGS AXYS confidential, not to be distributed without written permission Stability of PFAS in Aqueous Samples SGS AXYS has completed an extended-time storage study for the 29 PFAS listed in the table below. The study was conducted in reagent water, surface water and two wastewater treatment plant (WWTP) effluents. PFAS concentrations were measured at 0, 7, 14, 30, 90, and 180-day timepoints with data analysis of a 180-day timepoint in progress. Data analysis up to the 90-day timepoint shows that precursors present in samples containing matrix and biological activity can transform under room temperature and cold storage conditions within 7 days. At this time, only freezing of aqueous samples was demonstrated to stabilize the analytes over a period of up to 90 days. We are recommending freezing non-potable aqueous samples as soon as practicable if not analyzed within 3-4 days. Summary of Analyte Stability in Aqueous Samples by Storage Condition Stability (days) Remarks Analyte 4°C -20°C C4-C14 Perfluorinated carboxylates including PFOA 90 90 C4-C10 perfluorinated sulfonates including PFOS 90 90 PFDoS 90 90 4:2 FTS 90 90 6:2 FTS 90 90 8:2 FTS 14 90 Decreasing trend seen from day 7 at 4°C PFOSA 14 90 Increasing trend seen day 14 onwards at 4°C N-MeFOSA 7 90 Decreasing trend seen at first stability point 4°C N-EtFOSA 7 90 Decreasing trend seen at first stability point 4°C N-MeFOSAA <7 90 Increase from transformation of MeFOSE N-EtFOSAA 7 90 Increase from transformation of EtFOSE N-MeFOSE <7 90 Loss seen at first stability point 4°C N-EtFOSE <7 90 Loss seen at first stability point 4°C www.axysanalytical.com Page 28 of 94 Lab Name: SGS AXYS Analytical Services Ltd.Project Manager: Dale Robinson Contract No: 5036 SGS AXYS Method: MLA-110 Data Package Identification: DPWG72695 Program: Aqueous Samples Client Sample No.Lab Sample ID LAB BLANK WG72387-101 OPR WG72387-102 OPR DUPLICATE WG72387-103 Lino Lakes Well No.4 L33032-1 Lino Lakes Well No.3 L33032-2 Lino Lakes Well No.6 L33032-3 Lino Lakes Well No.5 L33032-4 Lino Lakes Well No.2 L33032-5 PERFLUORINATED ORGANIC & FTS ANALYSIS CORRELATION TABLE WSB & Associates, inc. Project Name: Lino Lakes WTP Feasibility 015822- 000 www.axysanalytical.com Page 29 of 94 www.axysanalytical.comPage 30 of 94 www.axysanalytical.comPage 31 of 94 www.axysanalytical.com Page 32 of 94 www.axysanalytical.com Page 33 of 94 Login Chain of Custody Report (ln01) May. 07, 2020 Login Number:L33032 L33032-1 L33032-2 L33032-3 05-MAY-20 10:30 05-MAY-20 11:00 05-MAY-20 11:20 06-MAY-20 06-MAY-20 06-MAY-20 FC110 EDD FC110 MINI FC110 FC110.PS ENVIRO DISPOSAL FEE SAMPLE RECEIPT SAMPLE RECEIPT 2 FC110 EDD FC110 MINI FC110 FC110.PS ENVIRO DISPOSAL FEE SAMPLE RECEIPT SAMPLE RECEIPT 2 FC110 EDD FC110 MINI FC110 FC110.PS ENVIRO DISPOSAL FEE SAMPLE RECEIPT SAMPLE RECEIPT 2 Axys ID versus Client Sample Identification Received Due PR 2 2 2 2 2 2 Account: Project: 5036 LINO LAKES WSB & Associates, Inc. SGS AXYS Analytical Services Ltd. Page:1 of 500 mL plastic 60 mL plastic 500 mL plastic 60 mL plastic 500 mL plastic 60 mL plastic 02:14 PM Project #: LINO LAKES Project #: LINO LAKES Project #: LINO LAKES : : : : : : : : : : : : : : : : : : : : : USD USD USD USD USD USD USD USD USD USD USD USD USD USD USD USD USD USD USD USD USD Storage: WIF4, old ref shelf C Storage: WIF4, old ref shelf C Storage: WIF4, old ref shelf C Lino Lakes Well No.4 Lino Lakes Well No.3 Lino Lakes Well No.6 EDataDeliv Data Package Aqueous Aqueous ANY ANY ANY EDataDeliv Data Package Aqueous Aqueous ANY ANY ANY EDataDeliv Data Package Aqueous Aqueous ANY ANY ANY 2 www.axysanalytical.com Page 34 of 94 Login Chain of Custody Report (ln01) May. 07, 2020 Login Number:L33032 L33032-4 L33032-5 05-MAY-20 11:40 05-MAY-20 12:00 06-MAY-20 06-MAY-20 FC110 EDD FC110 MINI FC110 FC110.PS ENVIRO DISPOSAL FEE SAMPLE RECEIPT SAMPLE RECEIPT 2 FC110 EDD FC110 MINI FC110 FC110.PS ENVIRO DISPOSAL FEE SAMPLE RECEIPT SAMPLE RECEIPT 2 Axys ID versus Client Sample Identification Received Due PR 2 2 2 2 Account: Project: 5036 LINO LAKES WSB & Associates, Inc. SGS AXYS Analytical Services Ltd. Page:2 of 500 mL plastic 60 mL plastic 500 mL plastic 60 mL plastic 02:14 PM Project #: LINO LAKES Project #: LINO LAKES : : : : : : : : : : : : : : USD USD USD USD USD USD USD USD USD USD USD USD USD USD Storage: WIF4, old ref shelf C Storage: WIF4, old ref shelf C Lino Lakes Well No.5 Lino Lakes Well No.2 EDataDeliv Data Package Aqueous Aqueous ANY ANY ANY EDataDeliv Data Package Aqueous Aqueous ANY ANY ANY 2 www.axysanalytical.com Page 35 of 94 (1) Where applicable, custom lab flags have been used on this report; U = not detected at RL; B = analyte found in the associated blank and concentration in sample is less than 10X the concentration in the associated blank; J = concentration less than limit of quantification. (2) Reporting Limit (Code): S = sample detection limit; M = method detection limit; L = lowest calibration level equivalent; Q = minimum reporting level. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form1A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_L33032-1_Form1A_FC0L_151S20_SJ2745753.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lino Lakes Well No.4 Sample Collection: 05-May-2020 10:30 Form 1A PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.LINO LAKES WTP FEASIBILITY 015822-000 Contract No.:5036 Lab Sample I.D.:L33032-1 Matrix:AQUEOUS Sample Size:0.547 L Sample Receipt Date:06-May-2020 Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:21:27:16 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 20 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng/L This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. COMPOUND LAB FLAG 1 CONC. FOUND REPORTING LIMIT (RL)2 RETENTION TIME PFBA U 2.92 (L) PFPeA U 1.46 (L) PFHxA U 0.731 (L) PFHpA U 0.731 (L) PFOA U 0.731 (L) PFNA U 0.731 (L) PFDA U 0.731 (L) PFUnA U 0.731 (L) PFDoA U 0.731 (L) PFTrDA U 0.731 (L) PFTeDA U 0.731 (L) PFBS U 0.731 (L) PFPeS U 0.731 (L) PFHxS U 0.731 (L) PFHpS U 0.731 (L) PFOS U 0.731 (L) PFNS U 0.731 (L) PFDS U 0.731 (L) PFDoS U 0.731 (L) 4:2 FTS U 2.92 (L) 6:2 FTS B J 5.45 2.63 (L)5:51 8:2 FTS U 2.92 (L) PFOSA U 0.731 (L) N-MeFOSA U 0.840 (L) N-EtFOSA U 1.83 (L) MeFOSAA U 0.731 (L) EtFOSAA U 0.731 (L) N-MeFOSE U 7.31 (L) N-EtFOSE U 5.48 (L) HFPO-DA U 2.78 (L) ADONA U 2.92 (L) 9Cl-PF3ONS U 2.92 (L) 11Cl-PF3OUdS U 2.92 (L) Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_L33032-1_Form1A_FC0L_151S20_SJ2745753.html) www.axysanalytical.com Page 36 of 94 (1) Where applicable, custom lab flags have been used on this report. (2) R(%) = percent recovery. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form2.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_L33032-1_Form2_FC0L_151S20_SJ2745753.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lino Lakes Well No.4 Sample Collection: 05-May-2020 10:30 Form 2 PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.LINO LAKES WTP FEASIBILITY 015822-000 Contract No.:5036 Lab Sample I.D.:L33032-1 Matrix:AQUEOUS Sample Size:0.547 L Sample Receipt Date:06-May-2020 Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:21:27:16 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 20 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng absolute This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. LABELED COMPOUND LAB FLAG 1 SPIKE CONC. CONC. FOUND R(%)2 RETENTION TIME 13C4-PFBA 40.0 33.0 82.5 1:55 13C5-PFPeA 20.0 17.6 88.2 4:21 13C5-PFHxA 10.0 8.63 86.3 4:56 13C4-PFHpA 10.0 9.14 91.4 5:24 13C8-PFOA 10.0 8.50 85.0 6:10 13C9-PFNA 5.00 3.92 78.4 7:01 13C6-PFDA 5.00 4.60 92.1 7:30 13C7-PFUnA 5.00 4.27 85.5 7:50 13C2-PFDoA 5.00 4.16 83.2 8:06 13C2-PFTeDA 5.00 3.74 74.8 8:52 13C3-PFBS 10.0 8.43 84.3 4:53 13C3-PFHxS 10.0 8.37 83.7 6:17 13C8-PFOS 10.0 8.83 88.3 7:36 13C2-4:2 FTS 20.0 12.7 63.5 4:49 13C2-6:2 FTS 20.0 12.5 62.3 5:51 13C2-8:2 FTS 20.0 13.1 65.6 7:21 13C8-PFOSA 10.0 8.75 87.5 8:43 D3-N-MeFOSA 10.0 7.76 77.6 10:07 D5-N-EtFOSA 10.0 6.93 69.3 10:24 D3-MeFOSAA 20.0 11.2 56.0 7:33 D5-EtFOSAA 20.0 10.6 52.9 7:42 d7-NMe-FOSE 100 69.9 69.9 9:59 d9-NEt-FOSE 100 63.6 63.6 10:17 13C3-HFPO-DA 40.0 31.9 79.8 5:04 Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_L33032-1_Form2_FC0L_151S20_SJ2745753.html) www.axysanalytical.com Page 37 of 94 (1) Where applicable, custom lab flags have been used on this report; U = not detected at RL; B = analyte found in the associated blank and concentration in sample is less than 10X the concentration in the associated blank; J = concentration less than limit of quantification. (2) Reporting Limit (Code): S = sample detection limit; M = method detection limit; L = lowest calibration level equivalent; Q = minimum reporting level. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form1A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_L33032-2_Form1A_FC0L_151S21_SJ2745754.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lino Lakes Well No.3 Sample Collection: 05-May-2020 11:00 Form 1A PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.LINO LAKES WTP FEASIBILITY 015822-000 Contract No.:5036 Lab Sample I.D.:L33032-2 Matrix:AQUEOUS Sample Size:0.547 L Sample Receipt Date:06-May-2020 Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:21:40:21 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 21 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng/L This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. COMPOUND LAB FLAG 1 CONC. FOUND REPORTING LIMIT (RL)2 RETENTION TIME PFBA 10.2 2.93 (L)1:55 PFPeA U 1.46 (L) PFHxA U 0.732 (L) PFHpA U 0.732 (L) PFOA U 0.732 (L) PFNA U 0.732 (L) PFDA U 0.732 (L) PFUnA U 0.732 (L) PFDoA U 0.732 (L) PFTrDA U 0.732 (L) PFTeDA U 0.732 (L) PFBS U 0.732 (L) PFPeS U 0.732 (L) PFHxS U 0.732 (L) PFHpS U 0.732 (L) PFOS U 0.732 (L) PFNS U 0.732 (L) PFDS U 0.732 (L) PFDoS U 0.732 (L) 4:2 FTS U 2.93 (L) 6:2 FTS B J 4.55 2.63 (L)5:51 8:2 FTS U 2.93 (L) PFOSA U 0.732 (L) N-MeFOSA U 0.841 (L) N-EtFOSA U 1.83 (L) MeFOSAA U 0.732 (L) EtFOSAA U 0.732 (L) N-MeFOSE U 7.32 (L) N-EtFOSE U 5.49 (L) HFPO-DA U 2.78 (L) ADONA U 2.93 (L) 9Cl-PF3ONS U 2.93 (L) 11Cl-PF3OUdS U 2.93 (L) Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_L33032-2_Form1A_FC0L_151S21_SJ2745754.html) www.axysanalytical.com Page 38 of 94 (1) Where applicable, custom lab flags have been used on this report; V = surrogate recovery is not within method/contract control limits. (2) R(%) = percent recovery. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form2.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_L33032-2_Form2_FC0L_151S21_SJ2745754.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lino Lakes Well No.3 Sample Collection: 05-May-2020 11:00 Form 2 PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.LINO LAKES WTP FEASIBILITY 015822-000 Contract No.:5036 Lab Sample I.D.:L33032-2 Matrix:AQUEOUS Sample Size:0.547 L Sample Receipt Date:06-May-2020 Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:21:40:21 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 21 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng absolute This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. LABELED COMPOUND LAB FLAG 1 SPIKE CONC. CONC. FOUND R(%)2 RETENTION TIME 13C4-PFBA 40.0 26.0 64.9 1:55 13C5-PFPeA 20.0 18.0 90.0 4:21 13C5-PFHxA 10.0 9.01 90.1 4:56 13C4-PFHpA 10.0 8.56 85.6 5:24 13C8-PFOA 10.0 8.49 84.9 6:10 13C9-PFNA 5.00 3.98 79.6 7:01 13C6-PFDA 5.00 4.18 83.6 7:30 13C7-PFUnA 5.00 4.01 80.2 7:50 13C2-PFDoA 5.00 4.03 80.6 8:06 13C2-PFTeDA 5.00 3.14 62.8 8:52 13C3-PFBS 10.0 8.99 89.9 4:53 13C3-PFHxS 10.0 8.34 83.4 6:17 13C8-PFOS 10.0 8.78 87.8 7:36 13C2-4:2 FTS 20.0 12.4 62.1 4:49 13C2-6:2 FTS 20.0 12.1 60.6 5:51 13C2-8:2 FTS 20.0 13.0 64.9 7:21 13C8-PFOSA 10.0 8.84 88.4 8:43 D3-N-MeFOSA 10.0 8.60 86.0 10:07 D5-N-EtFOSA 10.0 7.65 76.5 10:24 D3-MeFOSAA 20.0 11.3 56.7 7:33 D5-EtFOSAA V 20.0 9.42 47.1 7:42 d7-NMe-FOSE 100 70.7 70.7 9:59 d9-NEt-FOSE 100 65.2 65.2 10:16 13C3-HFPO-DA 40.0 33.4 83.6 5:05 Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_L33032-2_Form2_FC0L_151S21_SJ2745754.html) www.axysanalytical.com Page 39 of 94 (1) Where applicable, custom lab flags have been used on this report; U = not detected at RL; B = analyte found in the associated blank and concentration in sample is less than 10X the concentration in the associated blank; J = concentration less than limit of quantification. (2) Reporting Limit (Code): S = sample detection limit; M = method detection limit; L = lowest calibration level equivalent; Q = minimum reporting level. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form1A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_L33032-3_Form1A_FC0L_151S22_SJ2745755.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lino Lakes Well No.6 Sample Collection: 05-May-2020 11:20 Form 1A PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.LINO LAKES WTP FEASIBILITY 015822-000 Contract No.:5036 Lab Sample I.D.:L33032-3 Matrix:AQUEOUS Sample Size:0.550 L Sample Receipt Date:06-May-2020 Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:21:53:18 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 22 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng/L This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. COMPOUND LAB FLAG 1 CONC. FOUND REPORTING LIMIT (RL)2 RETENTION TIME PFBA 39.2 2.91 (L)1:55 PFPeA U 1.45 (L) PFHxA U 0.727 (L) PFHpA U 0.727 (L) PFOA U 0.727 (L) PFNA U 0.727 (L) PFDA U 0.727 (L) PFUnA U 0.727 (L) PFDoA U 0.727 (L) PFTrDA U 0.727 (L) PFTeDA U 0.727 (L) PFBS U 0.727 (L) PFPeS U 0.727 (L) PFHxS U 0.727 (L) PFHpS U 0.727 (L) PFOS U 0.727 (L) PFNS U 0.727 (L) PFDS U 0.727 (L) PFDoS U 0.727 (L) 4:2 FTS U 2.91 (L) 6:2 FTS B J 3.88 2.62 (L)5:51 8:2 FTS U 2.91 (L) PFOSA U 0.727 (L) N-MeFOSA U 0.837 (L) N-EtFOSA U 1.82 (L) MeFOSAA U 0.727 (L) EtFOSAA U 0.727 (L) N-MeFOSE U 7.27 (L) N-EtFOSE U 5.46 (L) HFPO-DA U 2.76 (L) ADONA U 2.91 (L) 9Cl-PF3ONS U 2.91 (L) 11Cl-PF3OUdS U 2.91 (L) Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_L33032-3_Form1A_FC0L_151S22_SJ2745755.html) www.axysanalytical.com Page 40 of 94 (1) Where applicable, custom lab flags have been used on this report. (2) R(%) = percent recovery. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form2.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_L33032-3_Form2_FC0L_151S22_SJ2745755.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lino Lakes Well No.6 Sample Collection: 05-May-2020 11:20 Form 2 PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.LINO LAKES WTP FEASIBILITY 015822-000 Contract No.:5036 Lab Sample I.D.:L33032-3 Matrix:AQUEOUS Sample Size:0.550 L Sample Receipt Date:06-May-2020 Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:21:53:18 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 22 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng absolute This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. LABELED COMPOUND LAB FLAG 1 SPIKE CONC. CONC. FOUND R(%)2 RETENTION TIME 13C4-PFBA 40.0 32.7 81.7 1:55 13C5-PFPeA 20.0 17.2 85.8 4:21 13C5-PFHxA 10.0 8.64 86.4 4:56 13C4-PFHpA 10.0 8.54 85.4 5:24 13C8-PFOA 10.0 8.38 83.8 6:10 13C9-PFNA 5.00 4.11 82.1 7:00 13C6-PFDA 5.00 4.55 91.1 7:30 13C7-PFUnA 5.00 4.21 84.3 7:50 13C2-PFDoA 5.00 4.20 84.0 8:06 13C2-PFTeDA 5.00 3.47 69.4 8:52 13C3-PFBS 10.0 9.00 90.0 4:53 13C3-PFHxS 10.0 8.15 81.5 6:16 13C8-PFOS 10.0 9.02 90.2 7:36 13C2-4:2 FTS 20.0 11.6 58.0 4:49 13C2-6:2 FTS 20.0 12.1 60.4 5:51 13C2-8:2 FTS 20.0 12.9 64.7 7:20 13C8-PFOSA 10.0 9.07 90.7 8:43 D3-N-MeFOSA 10.0 7.20 72.0 10:07 D5-N-EtFOSA 10.0 7.21 72.1 10:24 D3-MeFOSAA 20.0 12.1 60.6 7:33 D5-EtFOSAA 20.0 11.0 55.2 7:42 d7-NMe-FOSE 100 71.2 71.2 9:59 d9-NEt-FOSE 100 66.0 66.0 10:16 13C3-HFPO-DA 40.0 31.7 79.1 5:05 Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_L33032-3_Form2_FC0L_151S22_SJ2745755.html) www.axysanalytical.com Page 41 of 94 (1) Where applicable, custom lab flags have been used on this report; U = not detected at RL; B = analyte found in the associated blank and concentration in sample is less than 10X the concentration in the associated blank; J = concentration less than limit of quantification. (2) Reporting Limit (Code): S = sample detection limit; M = method detection limit; L = lowest calibration level equivalent; Q = minimum reporting level. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form1A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_L33032-4_Form1A_FC0L_151S23_SJ2745756.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lino Lakes Well No.5 Sample Collection: 05-May-2020 11:40 Form 1A PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.LINO LAKES WTP FEASIBILITY 015822-000 Contract No.:5036 Lab Sample I.D.:L33032-4 Matrix:AQUEOUS Sample Size:0.546 L Sample Receipt Date:06-May-2020 Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:22:06:23 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 23 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng/L This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. COMPOUND LAB FLAG 1 CONC. FOUND REPORTING LIMIT (RL)2 RETENTION TIME PFBA J 3.80 2.93 (L)1:55 PFPeA U 1.46 (L) PFHxA U 0.732 (L) PFHpA U 0.732 (L) PFOA U 0.732 (L) PFNA U 0.732 (L) PFDA U 0.732 (L) PFUnA U 0.732 (L) PFDoA U 0.732 (L) PFTrDA U 0.732 (L) PFTeDA U 0.732 (L) PFBS U 0.732 (L) PFPeS U 0.732 (L) PFHxS U 0.732 (L) PFHpS U 0.732 (L) PFOS U 0.732 (L) PFNS U 0.732 (L) PFDS U 0.732 (L) PFDoS U 0.732 (L) 4:2 FTS U 2.93 (L) 6:2 FTS B J 4.00 2.64 (L)5:51 8:2 FTS U 2.93 (L) PFOSA U 0.732 (L) N-MeFOSA U 0.842 (L) N-EtFOSA U 1.83 (L) MeFOSAA U 0.732 (L) EtFOSAA U 0.732 (L) N-MeFOSE U 7.32 (L) N-EtFOSE U 5.49 (L) HFPO-DA U 2.78 (L) ADONA U 2.93 (L) 9Cl-PF3ONS U 2.93 (L) 11Cl-PF3OUdS U 2.93 (L) Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_L33032-4_Form1A_FC0L_151S23_SJ2745756.html) www.axysanalytical.com Page 42 of 94 (1) Where applicable, custom lab flags have been used on this report. (2) R(%) = percent recovery. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form2.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_L33032-4_Form2_FC0L_151S23_SJ2745756.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lino Lakes Well No.5 Sample Collection: 05-May-2020 11:40 Form 2 PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.LINO LAKES WTP FEASIBILITY 015822-000 Contract No.:5036 Lab Sample I.D.:L33032-4 Matrix:AQUEOUS Sample Size:0.546 L Sample Receipt Date:06-May-2020 Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:22:06:23 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 23 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng absolute This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. LABELED COMPOUND LAB FLAG 1 SPIKE CONC. CONC. FOUND R(%)2 RETENTION TIME 13C4-PFBA 40.0 33.0 82.4 1:54 13C5-PFPeA 20.0 18.0 90.0 4:21 13C5-PFHxA 10.0 9.07 90.7 4:56 13C4-PFHpA 10.0 8.85 88.5 5:24 13C8-PFOA 10.0 8.38 83.8 6:10 13C9-PFNA 5.00 4.02 80.3 7:01 13C6-PFDA 5.00 5.27 105 7:30 13C7-PFUnA 5.00 4.93 98.5 7:50 13C2-PFDoA 5.00 4.66 93.3 8:06 13C2-PFTeDA 5.00 4.23 84.6 8:51 13C3-PFBS 10.0 8.59 85.9 4:53 13C3-PFHxS 10.0 8.22 82.2 6:16 13C8-PFOS 10.0 8.80 88.0 7:36 13C2-4:2 FTS 20.0 12.8 64.2 4:49 13C2-6:2 FTS 20.0 11.8 59.2 5:51 13C2-8:2 FTS 20.0 13.6 68.1 7:20 13C8-PFOSA 10.0 8.94 89.4 8:43 D3-N-MeFOSA 10.0 7.18 71.8 10:07 D5-N-EtFOSA 10.0 6.97 69.7 10:24 D3-MeFOSAA 20.0 11.5 57.7 7:33 D5-EtFOSAA 20.0 11.6 58.0 7:42 d7-NMe-FOSE 100 71.0 71.0 9:59 d9-NEt-FOSE 100 67.1 67.1 10:16 13C3-HFPO-DA 40.0 33.3 83.2 5:04 Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_L33032-4_Form2_FC0L_151S23_SJ2745756.html) www.axysanalytical.com Page 43 of 94 (1) Where applicable, custom lab flags have been used on this report; U = not detected at RL; B = analyte found in the associated blank and concentration in sample is less than 10X the concentration in the associated blank; J = concentration less than limit of quantification. (2) Reporting Limit (Code): S = sample detection limit; M = method detection limit; L = lowest calibration level equivalent; Q = minimum reporting level. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form1A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_L33032-5_Form1A_FC0L_151S24_SJ2745757.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lino Lakes Well No.2 Sample Collection: 05-May-2020 12:00 Form 1A PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.LINO LAKES WTP FEASIBILITY 015822-000 Contract No.:5036 Lab Sample I.D.:L33032-5 Matrix:AQUEOUS Sample Size:0.552 L Sample Receipt Date:06-May-2020 Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:22:19:28 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 24 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng/L This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. COMPOUND LAB FLAG 1 CONC. FOUND REPORTING LIMIT (RL)2 RETENTION TIME PFBA U 2.90 (L) PFPeA U 1.45 (L) PFHxA U 0.725 (L) PFHpA U 0.725 (L) PFOA 5.19 0.725 (L) PFNA U 0.725 (L) PFDA U 0.725 (L) PFUnA U 0.725 (L) PFDoA U 0.725 (L) PFTrDA U 0.725 (L) PFTeDA U 0.725 (L) PFBS U 0.725 (L) PFPeS U 0.725 (L) PFHxS U 0.725 (L) PFHpS U 0.725 (L) PFOS U 0.725 (L) PFNS U 0.725 (L) PFDS U 0.725 (L) PFDoS U 0.725 (L) 4:2 FTS U 2.90 (L) 6:2 FTS B J 5.77 2.61 (L)5:51 8:2 FTS U 2.90 (L) PFOSA U 0.725 (L) N-MeFOSA U 0.833 (L) N-EtFOSA U 1.81 (L) MeFOSAA U 0.725 (L) EtFOSAA U 0.725 (L) N-MeFOSE U 7.25 (L) N-EtFOSE U 5.44 (L) HFPO-DA U 2.75 (L) ADONA U 2.90 (L) 9Cl-PF3ONS U 2.90 (L) 11Cl-PF3OUdS U 2.90 (L) Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_L33032-5_Form1A_FC0L_151S24_SJ2745757.html) www.axysanalytical.com Page 44 of 94 (1) Where applicable, custom lab flags have been used on this report. (2) R(%) = percent recovery. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form2.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_L33032-5_Form2_FC0L_151S24_SJ2745757.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lino Lakes Well No.2 Sample Collection: 05-May-2020 12:00 Form 2 PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.LINO LAKES WTP FEASIBILITY 015822-000 Contract No.:5036 Lab Sample I.D.:L33032-5 Matrix:AQUEOUS Sample Size:0.552 L Sample Receipt Date:06-May-2020 Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:22:19:28 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 24 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng absolute This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. LABELED COMPOUND LAB FLAG 1 SPIKE CONC. CONC. FOUND R(%)2 RETENTION TIME 13C4-PFBA 40.0 33.1 82.8 1:54 13C5-PFPeA 20.0 18.0 90.0 4:21 13C5-PFHxA 10.0 9.06 90.6 4:56 13C4-PFHpA 10.0 8.66 86.6 5:24 13C8-PFOA 10.0 8.41 84.1 6:10 13C9-PFNA 5.00 4.04 80.8 7:00 13C6-PFDA 5.00 4.35 86.9 7:30 13C7-PFUnA 5.00 4.25 85.1 7:50 13C2-PFDoA 5.00 3.93 78.6 8:06 13C2-PFTeDA 5.00 3.63 72.5 8:51 13C3-PFBS 10.0 8.69 86.9 4:53 13C3-PFHxS 10.0 8.42 84.2 6:16 13C8-PFOS 10.0 8.85 88.5 7:36 13C2-4:2 FTS 20.0 12.5 62.6 4:49 13C2-6:2 FTS 20.0 11.7 58.3 5:51 13C2-8:2 FTS 20.0 12.8 64.1 7:20 13C8-PFOSA 10.0 9.12 91.2 8:43 D3-N-MeFOSA 10.0 7.80 78.0 10:07 D5-N-EtFOSA 10.0 7.60 76.0 10:24 D3-MeFOSAA 20.0 11.4 57.1 7:33 D5-EtFOSAA 20.0 10.2 51.1 7:42 d7-NMe-FOSE 100 73.1 73.1 9:59 d9-NEt-FOSE 100 68.4 68.4 10:16 13C3-HFPO-DA 40.0 33.9 84.8 5:04 Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_L33032-5_Form2_FC0L_151S24_SJ2745757.html) www.axysanalytical.com Page 45 of 94 (1) Where applicable, custom lab flags have been used on this report; U = not detected at RL; J = concentration less than limit of quantification. (2) Reporting Limit (Code): S = sample detection limit; M = method detection limit; L = lowest calibration level equivalent; Q = minimum reporting level. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form1A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_WG72387-101_Form1A_FC0L_151S19_SJ2745752.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lab Blank Sample Collection: N/A Form 1A PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.N/A Contract No.:5036 Lab Sample I.D.:WG72387-101 Matrix:AQUEOUS Sample Size:0.500 L Sample Receipt Date:N/A Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:21:14:11 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 19 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng/L This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. COMPOUND LAB FLAG 1 CONC. FOUND REPORTING LIMIT (RL)2 RETENTION TIME PFBA U 3.20 (L) PFPeA U 1.60 (L) PFHxA U 0.800 (L) PFHpA U 0.800 (L) PFOA U 0.800 (L) PFNA U 0.800 (L) PFDA U 0.800 (L) PFUnA U 0.800 (L) PFDoA U 0.800 (L) PFTrDA U 0.800 (L) PFTeDA U 0.800 (L) PFBS U 0.800 (L) PFPeS U 0.800 (L) PFHxS U 0.800 (L) PFHpS U 0.800 (L) PFOS U 0.800 (L) PFNS U 0.800 (L) PFDS U 0.800 (L) PFDoS U 0.800 (L) 4:2 FTS U 3.20 (L) 6:2 FTS J 29.2 2.88 (L)5:51 8:2 FTS U 3.20 (L) PFOSA U 0.800 (L) N-MeFOSA U 0.920 (L) N-EtFOSA U 2.00 (L) MeFOSAA U 0.800 (L) EtFOSAA U 0.800 (L) N-MeFOSE U 8.00 (L) N-EtFOSE U 6.00 (L) HFPO-DA U 3.04 (L) ADONA U 3.20 (L) 9Cl-PF3ONS U 3.20 (L) 11Cl-PF3OUdS U 3.20 (L) Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_WG72387-101_Form1A_FC0L_151S19_SJ2745752.html) www.axysanalytical.com Page 46 of 94 (1) Where applicable, custom lab flags have been used on this report. (2) R(%) = percent recovery. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form2.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_WG72387-101_Form2_FC0L_151S19_SJ2745752.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 CLIENT SAMPLE NO. Lab Blank Sample Collection: N/A Form 2 PERFLUORINATED ORGANICS ANALYSIS REPORT SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Project No.N/A Contract No.:5036 Lab Sample I.D.:WG72387-101 Matrix:AQUEOUS Sample Size:0.500 L Sample Receipt Date:N/A Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:21:14:11 Column ID:C18 Extract Volume (uL):4000 Sample Data Filename:FC0L_151 S: 19 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 Concentration Units:ng absolute This page is part of a total report that contains information necessary for accreditation compliance. Results are compliant with NELAP accreditation described in the total report. Sample results relate only to the sample tested. LABELED COMPOUND LAB FLAG 1 SPIKE CONC. CONC. FOUND R(%)2 RETENTION TIME 13C4-PFBA 40.0 32.5 81.2 1:55 13C5-PFPeA 20.0 17.3 86.4 4:21 13C5-PFHxA 10.0 8.35 83.5 4:56 13C4-PFHpA 10.0 8.50 85.0 5:24 13C8-PFOA 10.0 8.18 81.8 6:10 13C9-PFNA 5.00 3.92 78.5 7:00 13C6-PFDA 5.00 4.31 86.3 7:30 13C7-PFUnA 5.00 4.31 86.2 7:50 13C2-PFDoA 5.00 4.25 85.0 8:06 13C2-PFTeDA 5.00 2.95 59.0 8:51 13C3-PFBS 10.0 8.74 87.4 4:54 13C3-PFHxS 10.0 8.31 83.1 6:17 13C8-PFOS 10.0 8.61 86.1 7:36 13C2-4:2 FTS 20.0 12.8 64.2 4:49 13C2-6:2 FTS 20.0 12.0 60.1 5:51 13C2-8:2 FTS 20.0 12.7 63.7 7:20 13C8-PFOSA 10.0 8.09 80.9 8:43 D3-N-MeFOSA 10.0 6.66 66.6 10:07 D5-N-EtFOSA 10.0 6.20 62.0 10:24 D3-MeFOSAA 20.0 10.4 52.1 7:33 D5-EtFOSAA 20.0 10.7 53.7 7:42 d7-NMe-FOSE 100 65.1 65.1 9:59 d9-NEt-FOSE 100 56.6 56.6 10:16 13C3-HFPO-DA 40.0 31.0 77.5 5:05 Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_WG72387-101_Form2_FC0L_151S19_SJ2745752.html) www.axysanalytical.com Page 47 of 94 (1) Where applicable, custom lab flags have been used on this report; N = authentic recovery in the OPR is not within method/contract control limits. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ These pages are part of a larger report that may contain information necessary for full data evaluation. Results reported relate only to the sample tested. For Axys Internal Use Only [ XSL Template: FC-Form8A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_WG72387-102_Form8A_SJ2745745.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 8A PERFLUORINATED ORGANICS ONGOING PRECISION AND RECOVERY (OPR) SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Contract No.:5036 Lab Sample I.D.:WG72387-102 (A) Matrix:AQUEOUS Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:20:34:56 Column ID:C18 Extract Volume (uL):4000 OPR Data Filename:FC0L_151 S: 16 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 ALL CONCENTRATIONS REPORTED ON THIS FORM ARE CONCENTRATIONS IN EXTRACT, BASED ON A 1 mL EXTRACT VOLUME. COMPOUND LAB FLAG 1 SPIKE CONC. (ng/mL) CONC. FOUND (ng/mL)% RECOVERY RETENTION TIME PFBA 40.0 38.7 96.6 1:55 PFPeA 20.0 19.0 95.1 4:21 PFHxA 10.0 9.18 91.8 4:56 PFHpA 10.0 9.36 93.6 5:24 PFOA 10.0 8.97 89.7 PFNA 10.0 10.2 102 PFDA 10.0 9.13 91.3 7:30 PFUnA 10.0 9.84 98.4 7:50 PFDoA 10.0 9.66 96.6 8:06 PFTrDA 10.0 8.34 83.4 8:27 PFTeDA 10.0 10.3 103 8:52 PFBS 10.0 9.87 98.7 4:54 PFPeS 10.0 10.3 103 5:26 PFHxS 10.0 9.57 95.7 PFHpS 10.0 9.12 91.2 7:07 PFOS 10.0 8.90 89.0 PFNS 10.0 9.86 98.6 7:56 PFDS 10.0 8.64 86.4 8:13 PFDoS N 10.0 7.72 77.2 9:03 4:2 FTS 40.0 44.0 110 4:49 6:2 FTS N 36.1 43.5 121 5:51 8:2 FTS 40.0 38.0 95.1 7:21 PFOSA 10.0 9.67 96.7 N-MeFOSA 11.5 12.0 104 N-EtFOSA 25.0 22.3 89.3 MeFOSAA 10.0 9.96 99.6 EtFOSAA 10.0 9.98 99.8 N-MeFOSE 100 100 100 N-EtFOSE 75.0 75.7 101 HFPO-DA 38.0 35.2 92.7 5:05 ADONA 40.0 39.9 99.7 5:38 9Cl-PF3ONS 40.0 42.7 107 7:50 11Cl-PF3OUdS 40.0 36.1 90.2 8:28 Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_WG72387-102_Form8A_SJ2745745.html) www.axysanalytical.com Page 48 of 94 (1) Where applicable, custom lab flags have been used on this report. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ These pages are part of a larger report that may contain information necessary for full data evaluation. Results reported relate only to the sample tested. For Axys Internal Use Only [ XSL Template: FC-Form8B.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_WG72387-102_Form8B_SJ2745745.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 8B PERFLUORINATED ORGANICS ONGOING PRECISION AND RECOVERY (OPR) SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Contract No.:5036 Lab Sample I.D.:WG72387-102 (A) Matrix:AQUEOUS Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:20:34:56 Column ID:C18 Extract Volume (uL):4000 OPR Data Filename:FC0L_151 S: 16 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 ALL CONCENTRATIONS REPORTED ON THIS FORM ARE CONCENTRATIONS IN EXTRACT, BASED ON A 1 mL EXTRACT VOLUME. LABELED COMPOUND LAB FLAG 1 SPIKE CONC. (ng/mL) CONC. FOUND (ng/mL)% RECOVERY RETENTION TIME 13C4-PFBA 40.0 33.3 83.3 1:54 13C5-PFPeA 20.0 19.3 96.3 4:21 13C5-PFHxA 10.0 9.45 94.5 4:56 13C4-PFHpA 10.0 8.55 85.5 5:24 13C8-PFOA 10.0 8.40 84.0 6:10 13C9-PFNA 5.00 4.06 81.2 7:01 13C6-PFDA 5.00 4.65 93.0 7:30 13C7-PFUnA 5.00 4.45 88.9 7:50 13C2-PFDoA 5.00 4.45 89.0 8:06 13C2-PFTeDA 5.00 3.74 74.9 8:52 13C3-PFBS 10.0 8.42 84.2 4:54 13C3-PFHxS 10.0 8.28 82.8 6:17 13C8-PFOS 10.0 9.06 90.6 7:36 13C2-4:2 FTS 20.0 11.8 59.2 4:49 13C2-6:2 FTS 20.0 11.6 58.2 5:51 13C2-8:2 FTS 20.0 12.0 60.0 7:21 13C8-PFOSA 10.0 8.48 84.8 8:43 D3-N-MeFOSA 10.0 7.06 70.6 10:07 D5-N-EtFOSA 10.0 6.73 67.3 10:24 D3-MeFOSAA 20.0 11.7 58.3 7:33 D5-EtFOSAA 20.0 11.2 56.1 7:42 d7-NMe-FOSE 100 70.2 70.2 9:59 d9-NEt-FOSE 100 64.2 64.2 10:17 13C3-HFPO-DA 40.0 36.2 90.6 5:05 Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_WG72387-102_Form8B_SJ2745745.html) www.axysanalytical.com Page 49 of 94 (1) Where applicable, custom lab flags have been used on this report; N = authentic recovery in the OPR is not within method/contract control limits. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ These pages are part of a larger report that may contain information necessary for full data evaluation. Results reported relate only to the sample tested. For Axys Internal Use Only [ XSL Template: FC-Form8A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_WG72387-103_Form8A_SJ2745748.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 8A PERFLUORINATED ORGANICS ONGOING PRECISION AND RECOVERY (OPR) SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Contract No.:5036 Lab Sample I.D.:WG72387-103 (DUP WG72387- 102) Matrix:AQUEOUS Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:20:48:01 Column ID:C18 Extract Volume (uL):4000 OPR Data Filename:FC0L_151 S: 17 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 ALL CONCENTRATIONS REPORTED ON THIS FORM ARE CONCENTRATIONS IN EXTRACT, BASED ON A 1 mL EXTRACT VOLUME. COMPOUND LAB FLAG 1 SPIKE CONC. (ng/mL) CONC. FOUND (ng/mL)% RECOVERY RETENTION TIME PFBA 40.0 38.6 96.5 1:55 PFPeA 20.0 19.5 97.6 4:21 PFHxA 10.0 9.78 97.8 4:56 PFHpA 10.0 9.27 92.7 5:24 PFOA 10.0 9.01 90.1 PFNA 10.0 9.80 98.0 PFDA 10.0 9.63 96.3 7:30 PFUnA 10.0 9.67 96.7 7:50 PFDoA 10.0 10.4 104 8:06 PFTrDA 10.0 8.66 86.6 8:27 PFTeDA 10.0 10.2 102 8:52 PFBS 10.0 9.58 95.8 4:54 PFPeS 10.0 10.2 102 5:26 PFHxS 10.0 9.72 97.2 PFHpS 10.0 9.10 91.0 7:07 PFOS 10.0 8.83 88.3 PFNS 10.0 10.3 103 7:56 PFDS 10.0 8.26 82.6 8:13 PFDoS N 10.0 7.89 78.9 9:03 4:2 FTS 40.0 43.1 108 4:49 6:2 FTS 36.1 40.6 113 5:51 8:2 FTS 40.0 41.0 102 7:21 PFOSA 10.0 9.83 98.3 N-MeFOSA 11.5 11.7 102 N-EtFOSA 25.0 22.1 88.4 MeFOSAA N 10.0 7.81 78.1 EtFOSAA 10.0 8.34 83.4 N-MeFOSE 100 99.6 99.6 N-EtFOSE 75.0 75.5 101 HFPO-DA 38.0 36.4 95.8 5:05 ADONA 40.0 43.4 108 5:38 9Cl-PF3ONS 40.0 47.0 118 7:50 11Cl-PF3OUdS 40.0 40.2 100 8:29 Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_WG72387-103_Form8A_SJ2745748.html) www.axysanalytical.com Page 50 of 94 (1) Where applicable, custom lab flags have been used on this report. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ These pages are part of a larger report that may contain information necessary for full data evaluation. Results reported relate only to the sample tested. For Axys Internal Use Only [ XSL Template: FC-Form8B.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFC_FC_LC_PFAS_WG72387-103_Form8B_SJ2745748.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 8B PERFLUORINATED ORGANICS ONGOING PRECISION AND RECOVERY (OPR) SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Contract No.:5036 Lab Sample I.D.:WG72387-103 (DUP WG72387- 102) Matrix:AQUEOUS Initial Calibration Date:18-Mar-2020 Extraction Date:15-May-2020 Instrument ID:LCMS/MS Analysis Date:15-May-2020 Time:20:48:01 Column ID:C18 Extract Volume (uL):4000 OPR Data Filename:FC0L_151 S: 17 Injection Volume (uL):2 Blank Data Filename:FC0L_151 S: 19 Dilution Factor:N/A Cal. Ver. Data Filename:FC0L_151 S: 12 ALL CONCENTRATIONS REPORTED ON THIS FORM ARE CONCENTRATIONS IN EXTRACT, BASED ON A 1 mL EXTRACT VOLUME. LABELED COMPOUND LAB FLAG 1 SPIKE CONC. (ng/mL) CONC. FOUND (ng/mL)% RECOVERY RETENTION TIME 13C4-PFBA 40.0 32.9 82.2 1:54 13C5-PFPeA 20.0 17.6 88.2 4:21 13C5-PFHxA 10.0 8.45 84.5 4:56 13C4-PFHpA 10.0 8.71 87.1 5:24 13C8-PFOA 10.0 8.10 81.0 6:10 13C9-PFNA 5.00 3.85 77.0 7:01 13C6-PFDA 5.00 4.41 88.2 7:30 13C7-PFUnA 5.00 4.25 85.0 7:50 13C2-PFDoA 5.00 3.97 79.4 8:06 13C2-PFTeDA 5.00 3.66 73.2 8:52 13C3-PFBS 10.0 8.80 88.0 4:53 13C3-PFHxS 10.0 8.26 82.6 6:16 13C8-PFOS 10.0 9.33 93.3 7:36 13C2-4:2 FTS 20.0 12.4 62.2 4:49 13C2-6:2 FTS 20.0 11.8 58.8 5:51 13C2-8:2 FTS 20.0 11.7 58.5 7:21 13C8-PFOSA 10.0 8.51 85.1 8:43 D3-N-MeFOSA 10.0 7.01 70.1 10:07 D5-N-EtFOSA 10.0 6.75 67.5 10:24 D3-MeFOSAA 20.0 11.8 59.0 7:33 D5-EtFOSAA 20.0 11.0 54.9 7:42 d7-NMe-FOSE 100 68.2 68.2 9:59 d9-NEt-FOSE 100 62.3 62.3 10:17 13C3-HFPO-DA 40.0 30.4 76.1 5:04 Page 1 of 1 (WG72387 -PFC_FC_LC_PFAS_WG72387-103_Form8B_SJ2745748.html) www.axysanalytical.com Page 51 of 94 (1) Where applicable, custom lab flags have been used on this report; N = authentic recovery in the OPR is not within method/contract control limits. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ These pages are part of a larger report that may contain information necessary for full data evaluation. Results reported relate only to the sample tested. For Axys Internal Use Only [ XSL Template: RPD.xsl; Created: 16-Jun-2020 11:25:01; Application: XMLTransformer-1.18.7; Report Filename: RPD_FC_LC_PFAS-RPD_WG72387-103_WG72387-102_.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 PERFLUORINATED ORGANICS ANALYSIS REPORT RELATIVE PERCENT DIFFERENCE SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Contract No.:5036 Client ID:Spiked Matrix Concentration Units:ng/mL WG72387-102 (A)WG72387-103 COMPOUND LAB FLAG 1 CONC. FOUND LAB FLAG 1 CONC. FOUND MEAN RELATIVE PERCENT DIFFERENCE PFBA 38.7 38.6 38.6 0.176 PFPeA 19.0 19.5 19.3 2.59 PFHxA 9.18 9.78 9.48 6.39 PFHpA 9.36 9.27 9.32 1.02 PFOA 8.97 9.01 8.99 0.434 PFNA 10.2 9.80 10.0 4.18 PFDA 9.13 9.63 9.38 5.34 PFUnA 9.84 9.67 9.75 1.78 PFDoA 9.66 10.4 10.0 7.30 PFTrDA 8.34 8.66 8.50 3.72 PFTeDA 10.3 10.2 10.2 0.527 PFBS 9.87 9.58 9.72 2.93 PFPeS 10.3 10.2 10.2 1.34 PFHxS 9.57 9.72 9.65 1.57 PFHpS 9.12 9.10 9.11 0.220 PFOS 8.90 8.83 8.87 0.797 PFNS 9.86 10.3 10.1 4.37 PFDS 8.64 8.26 8.45 4.57 PFDoS N 7.72 N 7.89 7.81 2.23 4:2 FTS 44.0 43.1 43.5 2.04 6:2 FTS N 43.5 40.6 42.0 6.90 8:2 FTS 38.0 41.0 39.5 7.37 PFOSA 9.67 9.83 9.75 1.61 N-MeFOSA 12.0 11.7 11.9 1.95 N-EtFOSA 22.3 22.1 22.2 1.01 MeFOSAA 9.96 N 7.81 8.88 24.3 EtFOSAA 9.98 8.34 9.16 17.9 N-MeFOSE 100 99.6 100 0.899 N-EtFOSE 75.7 75.5 75.6 0.312 HFPO-DA 35.2 36.4 35.8 3.26 ADONA 39.9 43.4 41.6 8.43 9Cl-PF3ONS 42.7 47.0 44.9 9.58 11Cl-PF3OUdS 36.1 40.2 38.1 10.8 Page 1 of 1 (WG72387 -RPD_FC_LC_PFAS-RPD_WG72387-103_WG72387-102_.html) www.axysanalytical.com Page 52 of 94 (1) Where applicable, custom lab flags have been used on this report. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Jordan Berends___________ For Axys Internal Use Only [ XSL Template: FC-Form3A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFOA_FC_LC_18-Mar-2020_FC0L__Form3A_GS87543.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 3A LC MS/MS INITIAL CALIBRATION PERCENT RECOVERIES SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 CS0 Data Filename:N/A Initial Calibration Date:18-Mar-2020 CS1 Data Filename:FC0L_082 S: 10 Instrument ID:LC MS/MS CS2 Data Filename:FC0L_082 S: 11 LC Column ID:C18 CS3 Data Filename:FC0L_082 S: 12 CS4 Data Filename:FC0L_082 S: 13 CS5 Data Filename:FC0L_082 S: 14 CS6 Data Filename:FC0L_082 S: 15 CS7 Data Filename:FC0L_082 S: 16 CS8 Data Filename:N/A PERCENT RECOVERY (%) CS0 CS1 CS2 CS3 CS4 CS5 CS6 CS7 CS8 COMPOUND LAB FLAG 1 PFBA 105 104 101 99.8 94.2 96.1 100 PFPeA 102 105 100 101 94.3 97.4 100 PFHxA 112 108 101 98.0 88.5 94.8 97.3 PFHpA 115 110 97.6 92.5 92.6 96.9 95.4 PFOA 118 111 103 91.3 86.1 95.5 94.8 PFNA 105 98.7 97.9 105 90.6 98.1 105 PFDA 103 112 99.4 96.1 93.4 91.8 104 PFUnA 99.9 99.9 102 103 96.3 102 97.3 PFDoA 100 97.1 88.5 125 102 104 83.9 PFTrDA 94.2 106 103 114 95.7 87.5 PFTeDA 119 111 106 105 95.9 87.9 74.8 PFBS 102 108 101 103 94.0 93.8 98.1 PFPeS 102 106 101 105 97.1 97.7 90.3 PFHxS 101 103 101 97.2 91.2 97.3 109 PFHpS 100 114 101 99.9 90.6 95.7 98.7 PFOS 119 115 91.5 93.3 89.6 91.4 101 PFNS 114 129 76.4 83.2 81.8 107 108 PFDS 112 118 93.5 94.2 91.1 90.4 101 PFDoS 99.1 117 97.2 99.1 91.9 93.7 102 4:2 FTS 114 101 102 111 99.9 95.9 76.0 6:2 FTS 110 117 98.7 100 91.5 82.6 8:2 FTS 94.7 117 102 100 100 85.4 PFOSA 109 103 96.9 98.6 94.3 96.3 102 N-MeFOSA 92.0 116 108 109 98.9 96.2 80.2 N-EtFOSA 96.6 112 99.7 97.5 95.4 97.1 102 MeFOSAA 98.3 104 97.0 110 97.2 102 91.0 EtFOSAA 121 80.0 110 102 93.5 91.3 102 N-MeFOSE 107 106 103 101 94.2 95.5 93.8 N-EtFOSE 101 105 107 102 95.3 96.9 93.0 HFPO-DA 104 104 105 106 99.2 95.5 86.5 ADONA 104 98.2 99.7 102 99.3 95.9 101 9Cl-PF3ONS 105 111 104 107 97.3 90.9 84.9 11Cl-PF3OUdS 106 109 101 98.1 94.7 94.3 96.9 Page 1 of 1 (WG72387 -PFOA_FC_LC_18-Mar-2020_FC0L__Form3A_GS87543.html) www.axysanalytical.com Page 53 of 94 (1) Where applicable, custom lab flags have been used on this report. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Jordan Berends___________ For Axys Internal Use Only [ XSL Template: FC-Form3B.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFOA_FC_LC_18-Mar-2020_FC0L__Form3B_GS87543.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 3B LC MS/MS INITIAL CALIBRATION PERCENT RECOVERIES SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 CS0 Data Filename:N/A Initial Calibration Date:18-Mar-2020 CS1 Data Filename:FC0L_082 S: 10 Instrument ID:LC MS/MS CS2 Data Filename:FC0L_082 S: 11 LC Column ID:C18 CS3 Data Filename:FC0L_082 S: 12 CS4 Data Filename:FC0L_082 S: 13 CS5 Data Filename:FC0L_082 S: 14 CS6 Data Filename:FC0L_082 S: 15 CS7 Data Filename:FC0L_082 S: 16 CS8 Data Filename:N/A PERCENT RECOVERIES (%) CS0 CS1 CS2 CS3 CS4 CS5 CS6 CS7 CS8 LABELED COMPOUND LAB FLAG 1 13C4-PFBA 99.0 102 99.9 99.7 100 99.5 99.1 13C5-PFPeA 108 106 104 105 103 94.5 79.2 13C5-PFHxA 102 103 99.3 101 102 99.2 94.1 13C4-PFHpA 95.2 106 105 106 106 94.9 86.8 13C8-PFOA 97.0 101 103 101 106 95.5 95.7 13C9-PFNA 97.7 105 104 99.3 97.3 102 95.1 13C6-PFDA 114 108 82.8 113 106 98.3 77.0 13C7-PFUnA 114 118 103 103 93.3 67.7 13C2-PFDoA 111 111 96.0 85.8 98.6 94.8 103 13C2-PFTeDA 97.0 102 95.6 94.2 94.1 99.3 118 13C3-PFBS 97.7 112 105 102 101 99.2 82.6 13C3-PFHxS 101 104 102 99.9 101 101 91.4 13C8-PFOS 99.7 88.7 104 104 100 105 98.6 13C2-4:2 FTS 105 116 109 96.6 73.2 13C2-6:2 FTS 105 116 115 106 88.3 70.0 13C2-8:2 FTS 111 116 116 114 85.5 71.7 85.6 13C8-PFOSA 92.4 95.4 90.5 92.6 90.8 104 134 D3-N-MeFOSA 97.8 101 88.3 95.5 100 118 D5-N-EtFOSA 97.3 96.0 91.1 95.6 90.7 107 122 D3-MeFOSAA 96.2 92.6 97.5 93.6 95.9 103 121 D5-EtFOSAA 97.5 100 93.2 97.7 96.2 109 106 d7-NMe-FOSE 95.8 95.8 89.7 96.2 95.8 107 120 d9-NEt-FOSE 95.6 98.2 88.6 95.4 93.9 105 124 13C3-HFPO-DA 109 110 110 107 101 90.0 72.7 Page 1 of 1 (WG72387 -PFOA_FC_LC_18-Mar-2020_FC0L__Form3B_GS87543.html) www.axysanalytical.com Page 54 of 94 (1) Where applicable, custom lab flags have been used on this report. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Jordan Berends___________ For Axys Internal Use Only [ XSL Template: FC-Form3C.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFOA_FC_LC_18-Mar-2020_FC0L__Form3C_GS87543.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 3C LC MS/MS INITIAL CALIBRATION RETENTION TIMES SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 CS0 Data Filename:N/A Initial Calibration Date:18-Mar-2020 CS1 Data Filename:FC0L_082 S: 10 Instrument ID:LC MS/MS CS2 Data Filename:FC0L_082 S: 11 LC Column ID:C18 CS3 Data Filename:FC0L_082 S: 12 CS4 Data Filename:FC0L_082 S: 13 CS5 Data Filename:FC0L_082 S: 14 CS6 Data Filename:FC0L_082 S: 15 CS7 Data Filename:FC0L_082 S: 16 CS8 Data Filename:N/A RETENTION TIMES CS0 CS1 CS2 CS3 CS4 CS5 CS6 CS7 CS8 MEAN RT COMPOUND LAB FLAG 1 PFBA 1:58 1:58 1:58 1:58 1:58 1:58 1:58 1:58 PFPeA 4:19 4:19 4:19 4:19 4:19 4:19 4:19 4:19 PFHxA 4:54 4:54 4:53 4:53 4:54 4:54 4:54 4:54 PFHpA 5:23 5:23 5:23 5:23 5:23 5:23 5:24 5:23 PFOA 6:11 6:11 6:11 6:11 6:11 6:11 6:11 6:11 PFNA 7:02 7:03 7:02 7:03 7:02 7:02 7:02 7:02 PFDA 7:34 7:34 7:33 7:34 7:33 7:34 7:33 7:34 PFUnA 7:54 7:54 7:53 7:54 7:54 7:54 7:54 7:54 PFDoA 8:10 8:10 8:10 8:10 8:10 8:10 8:10 8:10 PFTrDA 8:30 8:30 8:29 8:29 8:30 8:30 8:30 PFTeDA 8:55 8:55 8:55 8:55 8:55 8:55 8:55 8:55 PFBS 4:51 4:51 4:51 4:51 4:51 4:51 4:51 4:51 PFPeS 5:25 5:26 5:25 5:25 5:25 5:26 5:26 5:25 PFHxS 6:17 6:17 6:17 6:17 6:17 6:17 6:17 6:17 PFHpS 7:09 7:09 7:09 7:09 7:09 7:09 7:09 7:09 PFOS 7:40 7:40 7:39 7:40 7:39 7:40 7:39 7:40 PFNS 7:59 7:59 7:59 7:59 7:59 7:59 7:59 7:59 PFDS 8:16 8:16 8:16 8:16 8:16 8:16 8:16 8:16 PFDoS 9:06 9:06 9:06 9:06 9:06 9:06 9:06 9:06 4:2 FTS 4:46 4:46 4:46 4:46 4:46 4:46 4:46 4:46 6:2 FTS 5:51 5:51 5:51 5:51 5:51 5:51 5:51 8:2 FTS 7:24 7:23 7:23 7:23 7:23 7:23 7:23 PFOSA 8:45 8:45 8:45 8:45 8:45 8:45 8:45 8:45 N-MeFOSA 10:12 10:12 10:12 10:12 10:12 10:12 10:12 10:12 N-EtFOSA 10:30 10:30 10:31 10:30 10:30 10:30 10:30 10:30 MeFOSAA 7:37 7:37 7:37 7:37 7:37 7:37 7:37 7:37 EtFOSAA 7:46 7:46 7:45 7:46 7:45 7:46 7:45 7:46 N-MeFOSE 10:04 10:03 10:04 10:04 10:04 10:04 10:04 10:04 N-EtFOSE 10:23 10:23 10:23 10:23 10:23 10:23 10:23 10:23 HFPO-DA 5:03 5:03 5:03 5:03 5:03 5:03 5:03 5:03 ADONA 5:38 5:38 5:38 5:38 5:38 5:38 5:38 5:38 9Cl-PF3ONS 7:54 7:54 7:53 7:53 7:53 7:54 7:53 7:53 11Cl-PF3OUdS 8:31 8:31 8:31 8:31 8:31 8:31 8:31 8:31 Page 1 of 1 (WG72387 -PFOA_FC_LC_18-Mar-2020_FC0L__Form3C_GS87543.html) www.axysanalytical.com Page 55 of 94 (1) Where applicable, custom lab flags have been used on this report. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Jordan Berends___________ For Axys Internal Use Only [ XSL Template: FC-Form3D.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFOA_FC_LC_18-Mar-2020_FC0L__Form3D_GS87543.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 3D LC MS/MS INITIAL CALIBRATION RETENTION TIMES SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 CS0 Data Filename:N/A Initial Calibration Date:18-Mar-2020 CS1 Data Filename:FC0L_082 S: 10 Instrument ID:LC MS/MS CS2 Data Filename:FC0L_082 S: 11 LC Column ID:C18 CS3 Data Filename:FC0L_082 S: 12 CS4 Data Filename:FC0L_082 S: 13 CS5 Data Filename:FC0L_082 S: 14 CS6 Data Filename:FC0L_082 S: 15 CS7 Data Filename:FC0L_082 S: 16 CS8 Data Filename:N/A RETENTION TIMES CS0 CS1 CS2 CS3 CS4 CS5 CS6 CS7 CS8 MEAN RT LABELED COMPOUND LAB FLAG1 13C4-PFBA 1:57 1:57 1:57 1:57 1:57 1:57 1:57 1:57 13C5-PFPeA 4:18 4:19 4:18 4:18 4:19 4:19 4:19 4:19 13C5-PFHxA 4:53 4:53 4:53 4:53 4:53 4:54 4:54 4:53 13C4-PFHpA 5:23 5:23 5:23 5:23 5:23 5:23 5:23 5:23 13C8-PFOA 6:11 6:11 6:11 6:11 6:11 6:11 6:11 6:11 13C9-PFNA 7:02 7:02 7:02 7:02 7:02 7:02 7:02 7:02 13C6-PFDA 7:34 7:34 7:33 7:34 7:33 7:33 7:33 7:33 13C7-PFUnA 7:54 7:54 7:53 7:54 7:53 7:54 7:54 13C2-PFDoA 8:10 8:10 8:10 8:10 8:10 8:10 8:10 8:10 13C2-PFTeDA 8:55 8:55 8:55 8:55 8:55 8:55 8:55 8:55 13C3-PFBS 4:51 4:51 4:51 4:51 4:51 4:51 4:51 4:51 13C3-PFHxS 6:17 6:17 6:17 6:17 6:17 6:17 6:17 6:17 13C8-PFOS 7:40 7:40 7:39 7:40 7:39 7:40 7:39 7:40 13C2-4:2 FTS 4:46 4:46 4:46 4:46 4:46 4:46 13C2-6:2 FTS 5:51 5:51 5:51 5:51 5:51 5:51 5:51 13C2-8:2 FTS 7:23 7:24 7:23 7:23 7:23 7:23 7:23 7:23 13C8-PFOSA 8:45 8:45 8:45 8:45 8:45 8:45 8:45 8:45 D3-N-MeFOSA 10:11 10:11 10:12 10:11 10:12 10:11 10:11 D5-N-EtFOSA 10:30 10:30 10:30 10:30 10:30 10:30 10:30 10:30 D3-MeFOSAA 7:37 7:37 7:37 7:37 7:37 7:37 7:37 7:37 D5-EtFOSAA 7:45 7:45 7:45 7:45 7:45 7:45 7:45 7:45 d7-NMe-FOSE 10:03 10:02 10:03 10:03 10:03 10:03 10:02 10:03 d9-NEt-FOSE 10:22 10:22 10:22 10:22 10:22 10:22 10:22 10:22 13C3-HFPO-DA 5:03 5:03 5:03 5:03 5:03 5:03 5:03 5:03 Page 1 of 1 (WG72387 -PFOA_FC_LC_18-Mar-2020_FC0L__Form3D_GS87543.html) www.axysanalytical.com Page 56 of 94 (1) Where applicable, custom lab flags have been used on this report. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form4A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFOA_FC_LC_FC0L_151S12__Form4A_SJ2745739.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 4A LC MS/MS CALIBRATION VERIFICATION SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Initial Calibration Date:18-Mar-2020 VER Data Filename:FC0L_151 S: 12 Instrument ID:LCMS/MS Analysis Date:15-May-2020 LC Column ID:C18 Analysis Time:19:42:45 COMPOUND LAB FLAG 1 RETENTION TIME EXPECTED CONC. (ng) CONC. FOUND (ng) RECOVERY (%) PFBA 1:55 40.0 40.1 100 PFPeA 4:21 20.0 20.2 101 PFHxA 4:56 10.0 9.80 98.0 PFHpA 5:24 10.0 9.76 97.6 PFOA 6:10 10.0 9.47 94.7 PFNA 7:01 10.0 10.1 101 PFDA 7:31 10.0 9.22 92.2 PFUnA 7:50 10.0 10.3 103 PFDoA 8:07 10.0 10.1 101 PFTrDA 8:27 10.0 9.09 90.9 PFTeDA 8:52 10.0 10.2 102 PFBS 4:54 10.0 9.74 97.4 PFPeS 5:26 10.0 10.8 108 PFHxS 6:17 10.0 10.2 102 PFHpS 7:07 10.0 9.35 93.5 PFOS 7:37 10.0 8.91 89.1 PFNS 7:56 10.0 8.44 84.4 PFDS 8:14 10.0 9.94 99.4 PFDoS 9:03 10.0 9.20 92.0 4:2 FTS 4:49 40.0 43.2 108 6:2 FTS 5:51 36.0 35.2 97.8 8:2 FTS 7:21 40.0 41.1 103 PFOSA 8:43 10.0 9.88 98.8 N-MeFOSA 10:07 11.5 12.2 106 N-EtFOSA 10:25 25.0 24.6 98.5 MeFOSAA 7:34 10.0 10.3 103 EtFOSAA 7:42 10.0 9.07 90.7 N-MeFOSE 10:00 100 105 105 N-EtFOSE 10:18 75.0 79.0 105 HFPO-DA 5:05 40.0 40.4 101 ADONA 5:38 40.0 45.9 115 9Cl-PF3ONS 7:50 40.0 49.7 124 11Cl-PF3OUdS 8:29 40.0 46.0 115 Page 1 of 1 (WG72387 -PFOA_FC_LC_FC0L_151S12__Form4A_SJ2745739.html) www.axysanalytical.com Page 57 of 94 (1) Where applicable, custom lab flags have been used on this report. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form4B.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFOA_FC_LC_FC0L_151S12__Form4B_SJ2745739.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 4B LC MS/MS CALIBRATION VERIFICATION SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Initial Calibration Date:18-Mar-2020 VER Data Filename:FC0L_151 S: 12 Instrument ID:LCMS/MS Analysis Date:15-May-2020 LC Column ID:C18 Analysis Time:19:42:45 LABELED COMPOUND LAB FLAG 1 RETENTION TIME EXPECTED CONC. (ng) CONC. FOUND (ng) RECOVERY (%) 13C4-PFBA 1:55 40.0 39.0 97.6 13C5-PFPeA 4:21 20.0 20.9 105 13C5-PFHxA 4:56 10.0 9.88 98.8 13C4-PFHpA 5:24 10.0 10.2 102 13C8-PFOA 6:10 10.0 9.95 99.5 13C9-PFNA 7:01 5.00 4.95 99.0 13C6-PFDA 7:30 5.00 5.40 108 13C7-PFUnA 7:50 5.00 4.94 98.7 13C2-PFDoA 8:07 5.00 5.22 104 13C2-PFTeDA 8:52 5.00 4.45 89.1 13C3-PFBS 4:54 9.18 9.78 106 13C3-PFHxS 6:17 10.0 9.93 99.3 13C8-PFOS 7:37 10.0 10.6 106 13C2-4:2 FTS 4:49 20.0 13.9 69.7 13C2-6:2 FTS 5:51 20.0 13.7 68.5 13C2-8:2 FTS 7:21 20.0 14.0 69.9 13C8-PFOSA 8:43 10.0 10.1 101 D3-N-MeFOSA 10:07 10.0 10.1 101 D5-N-EtFOSA 10:24 10.0 9.39 93.9 D3-MeFOSAA 7:33 20.0 13.0 65.0 D5-EtFOSAA 7:42 20.0 12.3 61.5 d7-NMe-FOSE 9:59 100 84.3 84.3 d9-NEt-FOSE 10:17 100 79.3 79.3 13C3-HFPO-DA 5:05 40.0 36.0 90.1 Page 1 of 1 (WG72387 -PFOA_FC_LC_FC0L_151S12__Form4B_SJ2745739.html) www.axysanalytical.com Page 58 of 94 (1) Where applicable, custom lab flags have been used on this report. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form4A.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFOA_FC_LC_FC0L_151S25__Form4A_SJ2745758.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 4A LC MS/MS CALIBRATION VERIFICATION SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Initial Calibration Date:18-Mar-2020 VER Data Filename:FC0L_151 S: 25 Instrument ID:LCMS/MS Analysis Date:15-May-2020 LC Column ID:C18 Analysis Time:22:32:32 COMPOUND LAB FLAG 1 RETENTION TIME EXPECTED CONC. (ng) CONC. FOUND (ng) RECOVERY (%) PFBA 1:55 40.0 40.5 101 PFPeA 4:21 20.0 20.4 102 PFHxA 4:56 10.0 9.55 95.5 PFHpA 5:24 10.0 10.0 100 PFOA 6:10 10.0 9.17 91.7 PFNA 7:01 10.0 10.1 101 PFDA 7:30 10.0 9.40 94.0 PFUnA 7:50 10.0 10.4 104 PFDoA 8:06 10.0 8.13 81.3 PFTrDA 8:26 10.0 9.41 94.1 PFTeDA 8:52 10.0 10.2 102 PFBS 4:54 10.0 9.80 98.0 PFPeS 5:26 10.0 10.8 108 PFHxS 6:17 10.0 9.84 98.4 PFHpS 7:07 10.0 9.75 97.5 PFOS 7:36 10.0 9.26 92.6 PFNS 7:55 10.0 10.9 109 PFDS 8:13 10.0 9.62 96.2 PFDoS 9:03 10.0 9.73 97.3 4:2 FTS 4:49 40.0 45.1 113 6:2 FTS 5:51 36.0 34.7 96.3 8:2 FTS 7:21 40.0 41.6 104 PFOSA 8:43 10.0 10.2 102 N-MeFOSA 10:07 11.5 12.0 104 N-EtFOSA 10:25 25.0 24.6 98.2 MeFOSAA 7:33 10.0 10.5 105 EtFOSAA 7:42 10.0 10.7 107 N-MeFOSE 10:00 100 103 103 N-EtFOSE 10:18 75.0 77.2 103 HFPO-DA 5:05 40.0 41.0 102 ADONA 5:38 40.0 42.6 106 9Cl-PF3ONS 7:50 40.0 45.0 112 11Cl-PF3OUdS 8:28 40.0 44.8 112 Page 1 of 1 (WG72387 -PFOA_FC_LC_FC0L_151S25__Form4A_SJ2745758.html) www.axysanalytical.com Page 59 of 94 (1) Where applicable, custom lab flags have been used on this report. These data are validated and reported as accurate and in accord with SGS AXYS Analytical Services Ltd. ISO17025 compliant quality assurance processes. Signed: ___________Bryan Alonzo___________ For Axys Internal Use Only [ XSL Template: FC-Form4B.xsl; Created: 16-Jun-2020 11:23:07; Application: XMLTransformer-1.18.7; Report Filename: PFOA_FC_LC_FC0L_151S25__Form4B_SJ2745758.html; Workgroup: WG72387; Design ID: 3973 ] SGS AXYS METHOD MLA-110 Rev 02 Form 4B LC MS/MS CALIBRATION VERIFICATION SGS AXYS ANALYTICAL SERVICES 2045 MILLS RD., SIDNEY, B.C., CANADA V8L 5X2 TEL (250) 655-5800 FAX (250) 655-5811 Initial Calibration Date:18-Mar-2020 VER Data Filename:FC0L_151 S: 25 Instrument ID:LCMS/MS Analysis Date:15-May-2020 LC Column ID:C18 Analysis Time:22:32:32 LABELED COMPOUND LAB FLAG 1 RETENTION TIME EXPECTED CONC. (ng) CONC. FOUND (ng) RECOVERY (%) 13C4-PFBA 1:55 40.0 38.8 97.0 13C5-PFPeA 4:21 20.0 20.9 104 13C5-PFHxA 4:56 10.0 10.5 105 13C4-PFHpA 5:24 10.0 11.3 113 13C8-PFOA 6:10 10.0 10.5 105 13C9-PFNA 7:01 5.00 4.96 99.2 13C6-PFDA 7:30 5.00 5.42 108 13C7-PFUnA 7:50 5.00 5.21 104 13C2-PFDoA 8:06 5.00 5.68 114 13C2-PFTeDA 8:51 5.00 4.98 99.7 13C3-PFBS 4:54 9.18 9.80 107 13C3-PFHxS 6:17 10.0 9.90 99.0 13C8-PFOS 7:36 10.0 10.4 104 13C2-4:2 FTS 4:49 20.0 13.8 68.9 13C2-6:2 FTS 5:51 20.0 13.8 68.9 13C2-8:2 FTS 7:21 20.0 13.9 69.4 13C8-PFOSA 8:43 10.0 10.4 104 D3-N-MeFOSA 10:07 10.0 10.8 108 D5-N-EtFOSA 10:24 10.0 9.95 99.5 D3-MeFOSAA 7:33 20.0 13.8 69.2 D5-EtFOSAA 7:42 20.0 12.8 63.8 d7-NMe-FOSE 9:59 100 92.2 92.2 d9-NEt-FOSE 10:16 100 86.7 86.7 13C3-HFPO-DA 5:05 40.0 38.3 95.7 Page 1 of 1 (WG72387 -PFOA_FC_LC_FC0L_151S25__Form4B_SJ2745758.html) www.axysanalytical.com Page 60 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025BFR BTBPESGS AXYS MLA-033 MLA-033YY YDBDPESGS AXYS MLA-033 MLA-033YY YHBBSGS AXYS MLA-033 MLA-033YY YPBEBSGS AXYS MLA-033 MLA-033YY YBisphenols Bisphenol ASGS AXYS MLA-113 MLA-113YYBisphenol AFSGS AXYS MLA-113 MLA-113YYBisphenol BSGS AXYS MLA-113 MLA-113YYBisphenol ESGS AXYS MLA-113 MLA-113YYBisphenol FSGS AXYS MLA-113 MLA-113YYBisphenol SSGS AXYS MLA-113 MLA-113YYBPA and MPE 4,4'-dihydroxy-2,2-diphenylpropane (Bisphenol A) (BPA) SGS AXYS MLA-059 MLA-059YMono-(2-ethyl-5-hydroxyhexyl) phthalate (MEHHP) SGS AXYS MLA-059 MLA-059YMono-(2-ethyl-5-oxohexyl) phthalate (MEOHP)SGS AXYS MLA-059 MLA-059YMono-(3-carboxypropyl) phthalate (MCPP)SGS AXYS MLA-059 MLA-059YMono-2-ethylhexyl phthalate (MEHP)SGS AXYS MLA-059 MLA-059YMono-benzyl phthalate (MBzP)SGS AXYS MLA-059 MLA-059YMono-butyl phthalate (MBP) (n + iso)SGS AXYS MLA-059 MLA-059YMono-cyclohexyl phthalate (MCHP)SGS AXYS MLA-059 MLA-059YMono-ethyl phthalate (MEP)SGS AXYS MLA-059 MLA-059YMono-iso-nonyl phthalate (MiNP)SGS AXYS MLA-059 MLA-059YMono-methyl phthalate (MMP)SGS AXYS MLA-059 MLA-059YOC Pesticides "Organochlorine Pesticides and PCBs" category (CA only) EPA 608 MLA-007YEPA 625 MLA-007Y"Organochlorine Pesticides" category (CA only)EPA 8081 MLA-007Y"Pesticides" category (CA only)EPA 8270 MLA-007Y2,4'-DDDEPA 625 MLA-007YEPA 8270 MLA-007Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY Y Y Y2,4'-DDEEPA 625 MLA-007YEPA 8270 MLA-007Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY Y Y Y2,4'-DDTEPA 625 MLA-007YEPA 8270 MLA-007Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YY4,4'-DDDEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY Y Y Y4,4'-DDEEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY Y Y Y4,4'-DDTEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYAldrinEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYAccreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49ACC-103 Rev. 52, 12-Mar-2020Page 1 of 34www.axysanalytical.comPage 61 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYAlpha-HCHEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYBeta-HCHEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY Y Y YChlordane, technicalEPA 8270 MLA-007Y Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YYSGS AXYS MLA-228 MLA-228Ycis-Chlordane (alpha-Chlordane)EPA 8270 MLA-007Y Y Y YY Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYcis-NonachlorEPA 8270 MLA-007Y YYEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY Y Y YDelta-HCHEPA 608 MLA-007Y Y Y YEPA 8081 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY Y Y YDieldrinEPA 608 MLA-007Y Y Y YEPA 8081 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYEndosulphan IEPA 608 MLA-007Y Y Y YEPA 8081 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYEndosulphan IIEPA 608 MLA-007Y Y Y YEPA 8081 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYEndosulphan sulphateEPA 608 MLA-007Y Y Y YEPA 8081 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY Y Y YEndrinEPA 608 MLA-007Y Y Y YEPA 8081 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYEndrin aldehydeEPA 608 MLA-007Y Y Y YEPA 8081 MLA-007Y Y Y Y YACC-103 Rev. 52, 12-Mar-2020Page 2 of 34www.axysanalytical.comPage 62 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49EPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY YSGS AXYS MLA-228 MLA-228Y YY Y Y YEndrin ketoneEPA 8081 MLA-007Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY Y Y YGamma-HCH (Lindane)EPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYHeptachlorEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYHeptachlor epoxideEPA 608 MLA-007Y Y Y YEPA 8081 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYHexachlorobenzeneEPA 1625 MLA-007Y YEPA 8270 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228YY YYMethoxychlorEPA 608 MLA-007Y Y YEPA 8081 MLA-007Y Y Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYMirexEPA 8270 MLA-007Y Y YY Y Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYOxychlordaneEPA 8270 MLA-007Y YYEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY Y Y YToxapheneEPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY Ytrans-Chlordane (gamma-Chlordane)EPA 8270 MLA-007Y Y Y YY Y YEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YY Y YSGS AXYS MLA-228 MLA-228Y YY YYtrans-NonachlorEPA 8270 MLA-007Y YYEPA 1699 MLA-028YYYSGS AXYS MLA-028 MLA-028 Y Y Y Y Y Y Y YYSGS AXYS MLA-007 MLA-007Y YYYSGS AXYS MLA-228 MLA-228Y YY Y Y YPAH "Extractable Organics" category (CA only)EPA 8270 MLA-021Y"Semi-volatile Organic Compounds" category (CA only) EPA 1625 MLA-021Y1,2,6-TrimethylphenanthreneSGS AXYS MLA-021 MLA-021YY1,2-DimethylnaphthaleneSGS AXYS MLA-021 MLA-021YYACC-103 Rev. 52, 12-Mar-2020Page 3 of 34www.axysanalytical.comPage 63 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 491,4,6,7-TetramethylnaphthaleneSGS AXYS MLA-021 MLA-021YY1,7-DimethylfluoreneSGS AXYS MLA-021 MLA-021YY1,7-DimethylphenanthreneSGS AXYS MLA-021 MLA-021YY1,8-DimethylphenanthreneSGS AXYS MLA-021 MLA-021YY1-MethylchryseneSGS AXYS MLA-021 MLA-021YY1-MethylnaphthaleneSGS AXYS MLA-021 MLA-021YY1-MethylphenanthreneSGS AXYS MLA-021 MLA-021YY2,3,5-TrimethylnaphthaleneSGS AXYS MLA-021 MLA-021YY2,3,6-TrimethylnaphthaleneSGS AXYS MLA-021 MLA-021YY2,4-DimethyldibenzothiopheneSGS AXYS MLA-021 MLA-021YY2,6-DimethylnaphthaleneSGS AXYS MLA-021 MLA-021YY2,6-DimethylphenanthreneSGS AXYS MLA-021 MLA-021YY2-MethylanthraceneSGS AXYS MLA-021 MLA-021YY2-MethyldibenzothiopheneSGS AXYS MLA-021 MLA-021YY2-MethylfluoreneSGS AXYS MLA-021 MLA-021YY2-MethylnaphthaleneEPA 8270 MLA-021Y Y YYSGS AXYS MLA-021 MLA-021YY Y Y2-MethylphenanthreneSGS AXYS MLA-021 MLA-021YY3,6-DimethylphenanthreneSGS AXYS MLA-021 MLA-021YY3-MethyldibenzothiopheneSGS AXYS MLA-021 MLA-021YY3-Methylfluoranthene/ Benzo(a)fluoreneSGS AXYS MLA-021 MLA-021YY3-MethylphenanthreneSGS AXYS MLA-021 MLA-021YY5,9-DimethylchryseneSGS AXYS MLA-021 MLA-021YY5/6-MethylchrysenesSGS AXYS MLA-021 MLA-021YY7-Methylbenzo(a)pyreneSGS AXYS MLA-021 MLA-021YY9/4-MethylphenanthrenesSGS AXYS MLA-021 MLA-021YYAcenaphtheneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YAcenaphthyleneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YAnthraceneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YBenz[a]anthraceneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YBenzo[a]pyreneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YBenzo[b]fluorantheneEPA 1625 MLA-021Y Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YBenzo[e]pyreneSGS AXYS MLA-021 MLA-021YY YBenzo[ghi]peryleneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YBenzo[j/k]fluoranthenesSGS AXYS MLA-021 MLA-021YY YBenzo[k]fluorantheneEPA 1625 MLA-021Y Y Y YEPA 8270 MLA-021Y Y Y YSGS AXYS MLA-021 MLA-021YYYBiphenylSGS AXYS MLA-021 MLA-021YYC1-AcenaphthenesSGS AXYS MLA-021 MLA-021YYC1-Benz(a)anthracenes/chrysenesSGS AXYS MLA-021 MLA-021YYC1-Benzofluoranthenes/ BenzopyrenesSGS AXYS MLA-021 MLA-021YYC1-BiphenylsSGS AXYS MLA-021 MLA-021YYC1-DibenzothiopheneSGS AXYS MLA-021 MLA-021YYC1-Fluoranthenes/PyrenesSGS AXYS MLA-021 MLA-021YYC1-FluorenesSGS AXYS MLA-021 MLA-021YYC1-NaphthalenesSGS AXYS MLA-021 MLA-021YYC1-Phenanthrenes/AnthracenesSGS AXYS MLA-021 MLA-021YYC2-Benz(a)anthracenes/ChrysenesSGS AXYS MLA-021 MLA-021YYC2-Benzofluoranthenes/ BenzopyrenesSGS AXYS MLA-021 MLA-021YYC2-BiphenylsSGS AXYS MLA-021 MLA-021YYACC-103 Rev. 52, 12-Mar-2020Page 4 of 34www.axysanalytical.comPage 64 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49C2-DibenzothiopheneSGS AXYS MLA-021 MLA-021YYC2-Fluoranthenes/PyrenesSGS AXYS MLA-021 MLA-021YYC2-FluorenesSGS AXYS MLA-021 MLA-021YYC2-NaphthalenesSGS AXYS MLA-021 MLA-021YYC2-Phenanthrenes/AnthracenesSGS AXYS MLA-021 MLA-021YYC3-Benz(a)anthracenes/ChrysenesSGS AXYS MLA-021 MLA-021YYC3-DibenzothiopheneSGS AXYS MLA-021 MLA-021YYC3-Fluoranthenes/PyrenesSGS AXYS MLA-021 MLA-021YYC3-FluorenesSGS AXYS MLA-021 MLA-021YYC3-NaphthalenesSGS AXYS MLA-021 MLA-021YYC3-Phenanthrenes/AnthracenesSGS AXYS MLA-021 MLA-021YYC4-Benz(a)anthracenes/ChrysenesSGS AXYS MLA-021 MLA-021YYC4-DibenzothiopheneSGS AXYS MLA-021 MLA-021YYC4-Fluoranthenes/PyrenesSGS AXYS MLA-021 MLA-021YYC4-NaphthalenesSGS AXYS MLA-021 MLA-021YYC4-Phenanthrenes/AnthracenesSGS AXYS MLA-021 MLA-021YYChryseneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YDibenz[a,h]anthraceneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YDibenzothiopheneSGS AXYS MLA-021 MLA-021YYFluorantheneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YFluoreneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YIndeno[1,2,3-cd]pyreneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YNaphthaleneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YPeryleneSGS AXYS MLA-021 MLA-021YY YPhenanthreneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YPyreneEPA 1625 MLA-021Y Y YEPA 8270 MLA-021Y Y Y Y YSGS AXYS MLA-021 MLA-021Y YY Y Y YReteneSGS AXYS MLA-021 MLA-021YYPBDPE BDE 10 2,6-dibromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 100 2,2’,4,4’,6-pentabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 105 2,3,3’,4,4’-pentabromodiphenyletherEPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 11 3,3’-dibromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 116 2,3,4,5,6-pentabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 119 2,3’,4,4’,6-pentabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 12 3,4-dibromodiphenyletherEPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 126 3,3’,4,4’,5-pentabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 13 3,4’-dibromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 140 2,2’,3,4,4’,6’-hexabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 15 4,4’-dibromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YACC-103 Rev. 52, 12-Mar-2020Page 5 of 34www.axysanalytical.comPage 65 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49BDE 153 2,2’,4,4’,5,5’-hexabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 154 2,2’,4,4’,5’,6-hexabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 155 2,2’,4,4’,6,6’-hexabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 166 2,3,4,4’,5,6-hexabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 17 2,2’,4-tribromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 181 2,2’,3,4,4’,5,6-heptabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 183 2,2’,3,4,4’,5’,6-heptabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 190 2,3,3’,4,4’,5,6-heptabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 206 2,2’,3,3’,4,4’,5,5’,6-nonabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 207 2,2’,3,3’,4,4’,5,6,6’-nonabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 208 2,2’,3,3’,4,5,5’,6,6’-nonabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 209 DecabromodiphenyletherEPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 25 2,3’,4-tribromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 28 2,4,4’-tribromodiphenyletherEPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 30 2,4,6-tribromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 33 2’,3,4-tribromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 35 3,3’,4-tribromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 37 3,4,4’-tribromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 47 2,2’,4,4’-tetrabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 49 2,2’,4,5’-tetrabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 66 2,3’,4,4’-tetrabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 7 2,4-dibromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 75 2,4,4’,6-tetrabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 77 3,3’,4,4’-tetrabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 8 2,4’-dibromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 85 2,2’,3,4,4’-pentabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YBDE 99 2,2’,4,4’,5-pentabromodiphenylether EPA 1614 MLA-033YYSGS AXYS MLA-033 MLA-033YY YPCB Aroclors "Organochlorine Pesticides and PCBs" category (CA only) EPA 625 MLA-007Y"PCBs" category (CA only)EPA 8270 MLA-007YPCB Aroclor 1016EPA 1668 MLA-010Y YY YEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y YSGS AXYS MLA-010 MLA-010YYSGS AXYS MLA-007 MLA-007Y YY Y YPCB Aroclor 1016/1242EPA 8270 MLA-007YPCB Aroclor 1221EPA 1668 MLA-010Y YY YEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y YACC-103 Rev. 52, 12-Mar-2020Page 6 of 34www.axysanalytical.comPage 66 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-010 MLA-010YYSGS AXYS MLA-007 MLA-007Y YY Y YPCB Aroclor 1232EPA 1668 MLA-010Y YY YEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y YSGS AXYS MLA-010 MLA-010YYSGS AXYS MLA-007 MLA-007Y YY Y YPCB Aroclor 1242EPA 1668 MLA-010Y YY YEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y YSGS AXYS MLA-010 MLA-010YYSGS AXYS MLA-007 MLA-007Y YY Y YPCB Aroclor 1248EPA 1668 MLA-010Y YY YEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y YSGS AXYS MLA-010 MLA-010YYSGS AXYS MLA-007 MLA-007Y YY Y YPCB Aroclor 1254EPA 1668 MLA-010Y YY YEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y YSGS AXYS MLA-010 MLA-010YYSGS AXYS MLA-007 MLA-007Y YY Y YPCB Aroclor 1260EPA 1668 MLA-010Y YY YEPA 625 MLA-007Y Y Y YEPA 8270 MLA-007Y Y Y YSGS AXYS MLA-010 MLA-010YYSGS AXYS MLA-007 MLA-007Y YY Y YPCB Aroclor 1268SGS AXYS MLA-007 MLA-007YY YPCB congeners PCB 1 2-ChlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 10 2,6-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 100 2,2',4,4',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 101 2,2',4,5,5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 101/90/89EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 102 2,2',4,5,6'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 103 2,2',4,5',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 104 2,2',4,6,6'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 105 2,3,3',4,4'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YACC-103 Rev. 52, 12-Mar-2020Page 7 of 34www.axysanalytical.comPage 67 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 105/127EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 106 2,3,3',4,5-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 107 2,3,3',4',5-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 107/109EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 108 2,3,3',4,5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 109 2,3,3',4,6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 11 3,3'-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 110 2,3,3',4',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 111 2,3,3',5,5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 111/117EPA 8270 MLA-007YPCB 112 2,3,3',5,6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 113 2,3,3',5',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 114 2,3,4,4',5-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 115 2,3,4,4',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 116 2,3,4,5,6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 117 2,3,4',5,6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YACC-103 Rev. 52, 12-Mar-2020Page 8 of 34www.axysanalytical.comPage 68 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49PCB 118 2,3',4,4',5-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 118/106EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 119 2,3',4,4',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 12 3,4-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 12/13EPA 8270 MLA-007YPCB 120 2,3',4,5,5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 121 2,3',4,5',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 122 2,3,3',4',5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 123 2,3',4,4',5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 124 2,3',4',5,5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 125 2,3',4',5',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 126 3,3',4,4',5-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 127 3,3',4,5,5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 128 2,2',3,3',4,4'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 129 2,2',3,3',4,5-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YACC-103 Rev. 52, 12-Mar-2020Page 9 of 34www.axysanalytical.comPage 69 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 13 3,4'-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 130 2,2',3,3',4,5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 131 2,2',3,3',4,6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 131/142EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 132 2,2',3,3',4,6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 132/168EPA 8270 MLA-007YPCB 133 2,2',3,3',5,5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 134 2,2',3,3',5,6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 134/143EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 135 2,2',3,3',5,6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 136 2,2',3,3',6,6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 137 2,2',3,4,4',5-HexachlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 138 2,2',3,4,4',5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 138/163/164EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 139 2,2',3,4,4',6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 14 3,5-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YACC-103 Rev. 52, 12-Mar-2020Page 10 of 34www.axysanalytical.comPage 70 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 140 2,2',3,4,4',6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 141 2,2',3,4,5,5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 142 2,2',3,4,5,6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 143 2,2',3,4,5,6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 144 2,2',3,4,5',6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 144/135EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 145 2,2',3,4,6,6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 146 2,2',3,4',5,5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 147 2,2',3,4',5,6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 148 2,2',3,4',5,6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 149 2,2',3,4',5',6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 149/139EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 15 4,4'-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 150 2,2',3,4',6,6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YACC-103 Rev. 52, 12-Mar-2020Page 11 of 34www.axysanalytical.comPage 71 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49PCB 151 2,2',3,5,5',6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 152 2,2',3,5,6,6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 153 2,2',4,4',5,5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 154 2,2',4,4',5,6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 155 2,2',4,4',6,6'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 156 2,3,3',4,4',5-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 157 2,3,3',4,4',5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 158 2,3,3',4,4',6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 158/160EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 159 2,3,3',4,5,5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 16 2,2',3-TrichlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 16/32EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 160 2,3,3',4,5,6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 161 2,3,3',4,5',6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YACC-103 Rev. 52, 12-Mar-2020Page 12 of 34www.axysanalytical.comPage 72 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 162 2,3,3',4',5,5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 163 2,3,3',4',5,6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 164 2,3,3',4',5',6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 165 2,3,3',5,5',6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 166 2,3,4,4',5,6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 167 2,3',4,4',5,5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 168 2,3',4,4',5',6-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 169 3,3',4,4',5,5'-Hexachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YYSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 17 2,2',4-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 170 2,2',3,3',4,4',5-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 170/190EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 171 2,2',3,3',4,4',6-HeptachlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 172 2,2',3,3',4,5,5'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 172/192EPA 8270 MLA-007YACC-103 Rev. 52, 12-Mar-2020Page 13 of 34www.axysanalytical.comPage 73 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-007 MLA-007YY YPCB 173 2,2',3,3',4,5,6-HeptachlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 174 2,2',3,3',4,5,6'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 174/181EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 175 2,2',3,3',4,5',6-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 176 2,2',3,3',4,6,6'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 177 2,2',3,3',4,5',6'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 178 2,2',3,3',5,5',6-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 179 2,2',3,3',5,6,6'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 18 2,2',5-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 180 2,2',3,4,4',5,5'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 181 2,2',3,4,4',5,6-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 182 2,2',3,4,4',5,6'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 183 2,2',3,4,4',5',6-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YACC-103 Rev. 52, 12-Mar-2020Page 14 of 34www.axysanalytical.comPage 74 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 184 2,2',3,4,4',6,6'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 185 2,2',3,4,5,5',6-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 186 2,2',3,4,5,6,6'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 187 2,2',3,4',5,5',6-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 187/182EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 188 2,2',3,4',5,6,6'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 189 2,3,3',4,4',5,5'-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 19 2,2',6-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 190 2,3,3',4,4',5,6-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 191 2,3,3',4,4',5',6-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 192 2,3,3',4,5,5',6-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 193 2,3,3',4',5,5',6-Heptachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 194 2,2',3,3',4,4',5,5'-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YACC-103 Rev. 52, 12-Mar-2020Page 15 of 34www.axysanalytical.comPage 75 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49EPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 195 2,2',3,3',4,4',5,6-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 196 2,2',3,3',4,4',5,6'-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 196/203EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 197 2,2',3,3',4,4',6,6'-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 198 2,2',3,3',4,5,5',6-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 199 2,2',3,3',4,5,5',6'-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 2 3-Chlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 20 2,3,3'-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 200 2,2',3,3',4,5,6,6'-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 201 2,2',3,3',4,5',6,6'-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 202 2,2',3,3',5,5',6,6'-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 203 2,2',3,4,4',5,5',6-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YACC-103 Rev. 52, 12-Mar-2020Page 16 of 34www.axysanalytical.comPage 76 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49PCB 204 2,2',3,4,4',5,6,6'-OctachlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 205 2,3,3',4,4',5,5',6-Octachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 206 2,2',3,3',4,4',5,5',6-Nonachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 207 2,2',3,3',4,4',5,6,6'-Nonachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 208 2,2',3,3',4,5,5',6,6'-Nonachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 209 Decachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 21 2,3,4-TrichlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 22 2,3,4'-TrichlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 23 2,3,5-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 23/34EPA 8270 MLA-007YPCB 24 2,3,6-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 24/27EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 25 2,3',4-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 26 2,3',5-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YACC-103 Rev. 52, 12-Mar-2020Page 17 of 34www.axysanalytical.comPage 77 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 27 2,3',6-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 28 2,4,4'-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 29 2,4,5-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 3 4-Chlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 30 2,4,6-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 31 2,4',5-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 32 2,4',6-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 33 2,3',4'-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 33/20/21EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 34 2,3',5'-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 35 3,3',4-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 36 3,3',5-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 37 3,4,4'-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 38 3,4,5-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YACC-103 Rev. 52, 12-Mar-2020Page 18 of 34www.axysanalytical.comPage 78 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 39 3,4',5-Trichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 4 2,2'-DichlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 4/10EPA 8270 MLA-007YPCB 40 2,2',3,3'-TetrachlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 41 2,2',3,4-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 41/71/64/68EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 42 2,2',3,4'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 42/59EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 43 2,2',3,5-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 44 2,2',3,5'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 45 2,2',3,6-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 46 2,2',3,6'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 47 2,2',4,4'-TetrachlorobiphenylEPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 47/48/75EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 48 2,2',4,5-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 49 2,2',4,5'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YACC-103 Rev. 52, 12-Mar-2020Page 19 of 34www.axysanalytical.comPage 79 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49PCB 49/43EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007Y YPCB 5 2,3-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 50 2,2',4,6-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 51 2,2',4,6'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 52 2,2',5,5'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 52/73EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 53 2,2',5,6'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 54 2,2',6,6'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 55 2,3,3',4-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 56 2,3,3',4'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 56/60EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 57 2,3,3',5-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 58 2,3,3',5'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 59 2,3,3',6-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 6 2,3'-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 60 2,3,4,4'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YACC-103 Rev. 52, 12-Mar-2020Page 20 of 34www.axysanalytical.comPage 80 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 61 2,3,4,5-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 62 2,3,4,6-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 62/65EPA 8270 MLA-007YPCB 63 2,3,4',5-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 64 2,3,4',6-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 65 2,3,5,6-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 66 2,3',4,4'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 66/80EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 67 2,3',4,5-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 68 2,3',4,5'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 69 2,3',4,6-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 7 2,4-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 7/9EPA 8270 MLA-007YPCB 70 2,3',4',5-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 70/76EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 71 2,3',4',6-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 72 2,3',5,5'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 73 2,3',5',6-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YACC-103 Rev. 52, 12-Mar-2020Page 21 of 34www.axysanalytical.comPage 81 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 74 2,4,4',5-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 74/61EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 75 2,4,4',6-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 76 2,3',4',5'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 77 3,3',4,4'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 78 3,3',4,5-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 79 3,3',4,5'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 8 2,4'-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 8/5EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 80 3,3',5,5'-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 81 3,4,4',5-Tetrachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 82 2,2',3,3',4-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 83 2,2',3,3',5-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 83/108EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 84 2,2',3,3',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YACC-103 Rev. 52, 12-Mar-2020Page 22 of 34www.axysanalytical.comPage 82 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49PCB 85 2,2',3,4,4'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 85/120EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 86 2,2',3,4,5-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 87 2,2',3,4,5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 87/115/116EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 88 2,2',3,4,6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 88/121EPA 8270 MLA-007YPCB 89 2,2',3,4,6'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 9 2,5-Dichlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 90 2,2',3,4',5-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 91 2,2',3,4',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 92 2,2',3,5,5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 93 2,2',3,5,6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 94 2,2',3,5,6'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 95 2,2',3,5',6-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 95/93EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YPCB 96 2,2',3,6,6'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 97 2,2',3,4',5'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 97/86EPA 8270 MLA-007YSGS AXYS MLA-007 MLA-007YY YACC-103 Rev. 52, 12-Mar-2020Page 23 of 34www.axysanalytical.comPage 83 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49PCB 98 2,2',3,4',6'-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB 98/102EPA 8270 MLA-007YPCB 99 2,2',4,4',5-Pentachlorobiphenyl EPA 1668 MLA-010Y Y Y Y Y Y Y YY Y Y Y Y YEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y Y YY Y Y YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-901 MLA-901 YSGS AXYS MLA-210 MLA-210Y YY Y Y YSGS AXYS MLA-908 MLA-908Y Y Y YY YPCB congeners, totalEPA 1668 MLA-010YYPCBs, as congenersEPA 1668 MLA-010YSGS AXYS MLA-010 MLA-010YSGS AXYS MLA-210 MLA-210YYYSGS AXYS MLA-908 MLA-908YYYTotal DichlorobiphenylsEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y YY YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210YYSGS AXYS MLA-908 MLA-908Y Y Y YY YTotal HeptachlorobiphenylsEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y YY YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210YYSGS AXYS MLA-908 MLA-908Y Y Y YY YTotal HexachlorobiphenylsEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y YY YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210YYSGS AXYS MLA-908 MLA-908Y Y Y YY YTotal MonochlorobiphenylsSGS AXYS MLA-010 MLA-010 Y YY YSGS AXYS MLA-210 MLA-210YYSGS AXYS MLA-908 MLA-908Y Y Y YY YTotal NonachlorobiphenylsEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y YY YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210YYSGS AXYS MLA-908 MLA-908Y Y Y YY YTotal OctachlorobiphenylsEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y YY YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210YYSGS AXYS MLA-908 MLA-908Y Y Y YY YTotal PentachlorobiphenylsEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y YY YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210YYSGS AXYS MLA-908 MLA-908Y Y Y YY YTotal Polychlorinated biphenylsSGS AXYS MLA-007 MLA-007YY YTotal TetrachlorobiphenylsEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y YY YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210YYSGS AXYS MLA-908 MLA-908Y Y Y YY YTotal TrichlorobiphenylsEPA 8270 MLA-007YSGS AXYS MLA-010 MLA-010 Y YY YSGS AXYS MLA-007 MLA-007YY YSGS AXYS MLA-210 MLA-210YYSGS AXYS MLA-908 MLA-908Y Y Y YY YPCDDF "Dioxins and Dibenzofurans" category (CA only)EPA 1613 MLA-017YEPA 8290 MLA-017Y1,2,3,4,6,7,8-HpCDDEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y1,2,3,4,6,7,8-HpCDFEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y1,2,3,4,7,8,9-HpCDFEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YACC-103 Rev. 52, 12-Mar-2020Page 24 of 34www.axysanalytical.comPage 84 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y1,2,3,4,7,8-HxCDDEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y1,2,3,4,7,8-HxCDFEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y1,2,3,6,7,8-HxCDDEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y1,2,3,6,7,8-HxCDFEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y1,2,3,7,8,9-HxCDDEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y1,2,3,7,8,9-HxCDFEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y1,2,3,7,8-PeCDDEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y1,2,3,7,8-PeCDFEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y2,3,4,6,7,8-HxCDFEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y2,3,4,7,8-PeCDFEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y2,3,7,8-TCDDEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y Y2,3,7,8-TCDFEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y YOCDDEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y YOCDFEPA 1613 MLA-017 Y Y Y Y Y Y Y Y Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017 Y Y YY Y Y YSGS AXYS MLA-217 MLA-217Y YY Y Y YTotal HpCDDEPA 1613 MLA-017 Y YY Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017YYYSGS AXYS MLA-217 MLA-217YYYTotal HpCDFEPA 1613 MLA-017 Y YY Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017YYYSGS AXYS MLA-217 MLA-217YYYTotal HxCDDEPA 1613 MLA-017 Y YY Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017YYYSGS AXYS MLA-217 MLA-217YYYTotal HxCDFEPA 1613 MLA-017 Y YY Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017YYYACC-103 Rev. 52, 12-Mar-2020Page 25 of 34www.axysanalytical.comPage 85 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SGS AXYS MLA-217 MLA-217YYYTotal PCDDEPA 1613 MLA-017 YYEPA 8290 MLA-017 YYTotal PCDD/FEPA 1613 MLA-017 YYEPA 8290 MLA-017 YYTotal PCDFEPA 1613 MLA-017 YYEPA 8290 MLA-017 YYTotal PeCDDEPA 1613 MLA-017 Y YY Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017YYYSGS AXYS MLA-217 MLA-217YYYTotal PeCDFEPA 1613 MLA-017 Y YY Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017YYYSGS AXYS MLA-217 MLA-217YYYTotal TCDDEPA 1613 MLA-017 Y YY Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017YYYSGS AXYS MLA-217 MLA-217YYYTotal TCDFEPA 1613 MLA-017 Y YY Y Y YEPA 8290 MLA-017 Y Y Y Y Y Y Y Y Y Y YSGS AXYS MLA-017 MLA-017YYYSGS AXYS MLA-217 MLA-217YYYPFAS "Per- and Polyfluorinated Alkyl Substances (PFAS)" category (CA only) DoD QSM Version 5.1 MLA-110Y11-chloroeicosafluoro-3-oxaundecane-1-sulfonate (11Cl-PF3OUdS) SGS AXYS MLA-110 MLA-110 Y YY YY Y YY Y11-chloroeicosafluoro-3-oxaundecane-1-sulfonate (11Cl-PF3UdS) SGS AXYS MLA-110 MLA-110YY Y11-Chloroeicosafluoro-3-oxaundecane-1-sulfonic acid (11-Cl-PF3OUdS) SGS AXYS MLA-110 MLA-110YYY4,8-Dioxa-3H-perfluorononanoic acid (ADONA)SGS AXYS MLA-110 MLA-110Y YY YY Y4,8-dioxa-3H-perfuorononanoate (ADONA)SGS AXYS MLA-110 MLA-110 Y YY YY Y YY Y4:2 Fluorotelomersulfonate (4:2 FTS)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y6:2 Fluorotelomersulfonate (6:2 FTS)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y8:2 Fluorotelomersulfonate (8:2 FTS)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y9-chlorohexadecafluoro-3-oxanonane-1-sufonate (9Cl-PF3ONS) SGS AXYS MLA-110 MLA-110 Y YY YY Y YY Y9-chlorohexadecafluoro-3-oxanonane-1-sulfonate (9Cl-PF3ONS) SGS AXYS MLA-110 MLA-110YY Y9-Chlorohexadecafluoro-3-oxanonane-1-sulfonic acid (9-Cl-PF3ONS) SGS AXYS MLA-110 MLA-110YYYDodecafluoro-3H-4,8-dioxanonanoate (ADONA)SGS AXYS MLA-110 MLA-110YY YHexafluoropropylene oxide dimer acid (HFPO-DA)SGS AXYS MLA-110 MLA-110YY YHexafluoropropylene oxide dimer acid, anion and acid (HFPO-DA) SGS AXYS MLA-110 MLA-110 Y YY YY Y YY YHexaflurorpropylene oxide dimer acid (HFPO-DA)SGS AXYS MLA-110 MLA-110Y YY YY YN-Ethylperfluorooctane sulfonamide (EtFOSAm)SGS AXYS MLA-110 MLA-110Y YY YY YN-Ethylperfluorooctanesulfonamide (N-EtFOSA)SGS AXYS MLA-110 MLA-110 Y Y Y YY Y Y Y Y Y YY Y YN-Ethylperfluorooctanesulfonamidoacetic acid (N-EtFOSAA) SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YN-Ethylperfluorooctanesulfonamidoethanol (N-EtFOSE)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YN-Methylperfluorooctanesulfonamide (N-MeFOSA) SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YN-Methylperfluorooctanesulfonamidoacetic acid (N-MeFOSAA) SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YN-Methylperfluorooctanesulfonamidoethanol (N-MeFOSE) SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorobutanesulfonate (PFBS)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorobutanoate (PFBA)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorodecanesulfonate (PFDS)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorodecanoate (PFDA)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorododecanesulfonate (PFDoS)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorododecanoate (PFDoA)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluoroheptanesulfonate (PFHpS)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YACC-103 Rev. 52, 12-Mar-2020Page 26 of 34www.axysanalytical.comPage 86 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49Perfluoroheptanoate (PFHpA)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorohexanesulfonate (PFHxS)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorohexanoate (PFHxA)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorononanesulfonate (PFNS)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorononanoate (PFNA)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorooctanesulfonamide (PFOSA), a.k.a. FOSA SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorooctanesulfonate (PFOS)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorooctanoate (PFOA)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluoropentanesulfonate (PFPeS)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluoropentanoate (PFPeA)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorotetradecanoate (PFTeDA)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluorotridecanoate (PFTrDA)SGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPerfluoroundecanoate (PFUnA)SGS AXYS MLA-060 MLA-060Y Y Y YSGS AXYS MLA-041 MLA-041Y Y Y YSGS AXYS MLA-043 MLA-043Y Y Y YSGS AXYS MLA-042 MLA-042 YSGS AXYS MLA-110 MLA-110 Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y YPPCP 1,7-DimethylxanthineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YY10-hydroxy-amitriptylineSGS AXYS MLA-075 MLA-075YY2-hydroxy-ibuprofenSGS AXYS MLA-075 MLA-075YY4-Epianhydrochlortetracycline (EACTC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YY4-Epianhydrotetracycline (EATC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YY4-Epichlortetracycline (ECTC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YY4-Epioxytetracycline (EOTC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YY4-Epitetracycline (ETC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYAcetaminophenEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYAlbuterolEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYAlprazolamSGS AXYS MLA-075 MLA-075YYAmitriptylineSGS AXYS MLA-075 MLA-075YYACC-103 Rev. 52, 12-Mar-2020Page 27 of 34www.axysanalytical.comPage 87 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49AmlodipineSGS AXYS MLA-075 MLA-075YYAmphetamineSGS AXYS MLA-075 MLA-075YYAnhydrochlortetracycline (ACTC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYAnhydrotetracycline (ATC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYAtenololSGS AXYS MLA-075 MLA-075YYAtorvastatinSGS AXYS MLA-075 MLA-075YYAzithromycinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYBenzoylecgonineSGS AXYS MLA-075 MLA-075YYBenztropineSGS AXYS MLA-075 MLA-075YYBetamethasoneSGS AXYS MLA-075 MLA-075YYBisphenol AEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYCaffeineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYCarbadoxEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYCarbamazepineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYCefotaximeEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYChlortetracycline (CTC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYCimetidineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYCiprofloxacinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYClarithromycinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYClinafloxacinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYClonidineSGS AXYS MLA-075 MLA-075YYCloxacillinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYCocaineSGS AXYS MLA-075 MLA-075YYCodeineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYCotinineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYDEET (N,N-diethyl-m-toluamide)SGS AXYS MLA-075 MLA-075YYDehydronifedipineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYDemeclocyclineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYDesmethyldiltiazemSGS AXYS MLA-075 MLA-075YYDiazepamSGS AXYS MLA-075 MLA-075YYDigoxigeninEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYDigoxinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYDiltiazemEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYDiphenhydramineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYDoxycyclineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYEnalaprilEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYEnrofloxacinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYErythromycinSGS AXYS MLA-075 MLA-075YYErythromycin anydrateEPA 1694 MLA-075YYFlumequineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYFluocinonideSGS AXYS MLA-075 MLA-075YYFluoxetineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYFluticasone propionateSGS AXYS MLA-075 MLA-075YYFurosemideSGS AXYS MLA-075 MLA-075YYGemfibrozilEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYACC-103 Rev. 52, 12-Mar-2020Page 28 of 34www.axysanalytical.comPage 88 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49GlipizideSGS AXYS MLA-075 MLA-075YYGlyburideSGS AXYS MLA-075 MLA-075YYHydrochlorothiazideSGS AXYS MLA-075 MLA-075YYHydrocodoneSGS AXYS MLA-075 MLA-075YYHydrocortisoneSGS AXYS MLA-075 MLA-075YYIbuprofenEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYIsochlortetracycline (ICTC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYLincomycinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYLomefloxacinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYMeprobamateSGS AXYS MLA-075 MLA-075YYMetforminEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYMethylprednisoloneSGS AXYS MLA-075 MLA-075YYMetoprololSGS AXYS MLA-075 MLA-075YYMiconazoleEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYMinocyclineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYNaproxenEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYNorfloxacinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYNorfluoxetineSGS AXYS MLA-075 MLA-075YYNorgestimateEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYNorverapamilSGS AXYS MLA-075 MLA-075YYOfloxacinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYOrmetoprimEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYOxacillinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYOxolinic acidEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYOxycodoneEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYOxytetracycline (OTC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYParoxetineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYPenicillin GEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYPenicillin VEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYPrednisoloneSGS AXYS MLA-075 MLA-075YYPrednisoneSGS AXYS MLA-075 MLA-075YYPromethazineSGS AXYS MLA-075 MLA-075YYPropoxypheneSGS AXYS MLA-075 MLA-075YYPropranololSGS AXYS MLA-075 MLA-075YYRanitidineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYRoxithromycinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYSarafloxacinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYSertralineSGS AXYS MLA-075 MLA-075YYSimvastatinSGS AXYS MLA-075 MLA-075YYSulfachloropyridazineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYSulfadiazineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYSulfadimethoxineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYSulfamerazineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYSulfamethazineEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYSulfamethizoleEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYACC-103 Rev. 52, 12-Mar-2020Page 29 of 34www.axysanalytical.comPage 89 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49SulfamethoxazoleEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYSulfanilamideEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYSulfathiazoleEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYTetracycline (TC)EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYTheophyllineSGS AXYS MLA-075 MLA-075YYThiabendazoleEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYTrenboloneSGS AXYS MLA-075 MLA-075YYTrenbolone acetateSGS AXYS MLA-075 MLA-075YYTriamtereneSGS AXYS MLA-075 MLA-075YYTriclocarbanEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYTriclosanEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYTrimethoprimEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYTylosinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYValsartanSGS AXYS MLA-075 MLA-075YYVerapamil SGS AXYS MLA-075 MLA-075YYVirginiamycinEPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYWarfarin EPA 1694 MLA-075YYSGS AXYS MLA-075 MLA-075YYTargeted Metabolites 11, 14, 17-eicosatrienoic acid (eicosatrienoic acid)SGS AXYS MLM-001 MLM-001Y11, 14-eicosadienoic acid SGS AXYS MLM-001 MLM-001Y3-hydroxytyrosineSGS AXYS MLM-001 MLM-001 YY YAcetylcarnitineSGS AXYS MLM-001 MLM-001 YY YAcetylornithineSGS AXYS MLM-001 MLM-001 YY YAlanineSGS AXYS MLM-001 MLM-001 YY Yalpha-Aminoadipic acidSGS AXYS MLM-001 MLM-001 YY YArginineSGS AXYS MLM-001 MLM-001 YY YAsparagineSGS AXYS MLM-001 MLM-001 YY YAspartateSGS AXYS MLM-001 MLM-001 YY YAsymmetric dimethylarginineSGS AXYS MLM-001 MLM-001 YY YButenylcarnitineSGS AXYS MLM-001 MLM-001 YY YButyrylcarnitineSGS AXYS MLM-001 MLM-001 YY YC22:5 ISOMER 1 (tentatively all-cis-4, 8, 12, 15, 19-docosapentaenoic acid) SGS AXYS MLM-001 MLM-001YC22:5 ISOMER 2 (all-cis-7,10,13,16,19-docosapentaenoic acid (DPA) SGS AXYS MLM-001 MLM-001YC22:5 ISOMER 3 (tentatively all-cis-4, 7, 10, 13, 16-docosapentaenoic acid) SGS AXYS MLM-001 MLM-001YCarnitineSGS AXYS MLM-001 MLM-001 YY YCarnosineSGS AXYS MLM-001 MLM-001 YY Ychenodeoxycholic acidSGS AXYS MLM-001 MLM-001 YY Ycholic acidSGS AXYS MLM-001 MLM-001 YY YCitrullineSGS AXYS MLM-001 MLM-001 YY YCreatinineSGS AXYS MLM-001 MLM-001 YY YDecadienylcarnitineSGS AXYS MLM-001 MLM-001 YY Ydecanoic acid (capric acid)SGS AXYS MLM-001 MLM-001YDecanoylcarnitineSGS AXYS MLM-001 MLM-001 YY YDecenoylcarnitineSGS AXYS MLM-001 MLM-001 YY Ydeoxycholic acidSGS AXYS MLM-001 MLM-001 YY Ydocosahexaenoic acid (DHA)SGS AXYS MLM-001 MLM-001Ydocosatetraenoic acid (adrenic acid)SGS AXYS MLM-001 MLM-001YDodecanedioylcarnitineSGS AXYS MLM-001 MLM-001 YY YDodecanoylcarnitineSGS AXYS MLM-001 MLM-001 YY YDodecenoylcarnitineSGS AXYS MLM-001 MLM-001 YY YDopamineSGS AXYS MLM-001 MLM-001 YY Yeicosapentaenoic acid (EPA)SGS AXYS MLM-001 MLM-001YEicosatetraenoic acid (arachidonic acid)SGS AXYS MLM-001 MLM-001Yeicosatrienoic acid (dihomo-γ-linolenic acid)SGS AXYS MLM-001 MLM-001YGlutaconylcarnitineSGS AXYS MLM-001 MLM-001 YY YGlutamateSGS AXYS MLM-001 MLM-001 YY YGlutamineSGS AXYS MLM-001 MLM-001 YY YGlutarylcarnitine (Hydroxyhexanoylcarnitine)SGS AXYS MLM-001 MLM-001 YY YGlycineSGS AXYS MLM-001 MLM-001 YY Yglycochenodeoxycholic acidSGS AXYS MLM-001 MLM-001 YY Yglycocholic acidSGS AXYS MLM-001 MLM-001 YY Yglycodeoxycholic acidSGS AXYS MLM-001 MLM-001 YY YHexadecadienylcarnitineSGS AXYS MLM-001 MLM-001 YY YACC-103 Rev. 52, 12-Mar-2020Page 30 of 34www.axysanalytical.comPage 90 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49hexadecanoic acid (palmitic acid)SGS AXYS MLM-001 MLM-001YHexadecanoylcarnitineSGS AXYS MLM-001 MLM-001 YY Yhexadecenoic acid (palmitoleic acid)SGS AXYS MLM-001 MLM-001YHexadecenoylcarnitineSGS AXYS MLM-001 MLM-001 YY YHexanoylcarnitine (Fumarylcarnitine)SGS AXYS MLM-001 MLM-001 YY YHexenoylcarnitineSGS AXYS MLM-001 MLM-001 YY YHexose (sum isomers)SGS AXYS MLM-001 MLM-001 YY YHistamineSGS AXYS MLM-001 MLM-001 YY YHistidineSGS AXYS MLM-001 MLM-001 YY YHydroxyhexadecadienylcarnitineSGS AXYS MLM-001 MLM-001 YY YHydroxyhexadecanoylcarnitineSGS AXYS MLM-001 MLM-001 YY YHydroxyhexadecenoylcarnitineSGS AXYS MLM-001 MLM-001 YY YHydroxylbutyrylcarnitineSGS AXYS MLM-001 MLM-001 YY YHydroxyoctadecenoylcarnitineSGS AXYS MLM-001 MLM-001 YY YHydroxyprolineSGS AXYS MLM-001 MLM-001 YY YHydroxypropionylcarnitineSGS AXYS MLM-001 MLM-001 YY YHydroxysphingomyeline C14:1SGS AXYS MLM-001 MLM-001 YY YHydroxysphingomyeline C16:1SGS AXYS MLM-001 MLM-001 YY YHydroxysphingomyeline C22:1SGS AXYS MLM-001 MLM-001 YY YHydroxysphingomyeline C22:2SGS AXYS MLM-001 MLM-001 YY YHydroxysphingomyeline C24:1SGS AXYS MLM-001 MLM-001 YY YHydroxytetradecadienylcarnitineSGS AXYS MLM-001 MLM-001 YY YHydroxytetradecenoylcarnitineSGS AXYS MLM-001 MLM-001 YY YHydroxyvalerylcarnitine (Methylmalonylcarnitine)SGS AXYS MLM-001 MLM-001 YY YIsoleucineSGS AXYS MLM-001 MLM-001 YY YKynurenineSGS AXYS MLM-001 MLM-001 YY YLeucineSGS AXYS MLM-001 MLM-001 YY Ylithocholic acidSGS AXYS MLM-001 MLM-001 YY YLysineSGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C14:0SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C16:0SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C16:1SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C17:0SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C18:0SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C18:1SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C18:2SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C20:3SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C20:4SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C24:0SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C26:1SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C28:0SGS AXYS MLM-001 MLM-001 YY YlysoPhosphatidylcholine acyl C28:1SGS AXYS MLM-001 MLM-001 YY YMethionineSGS AXYS MLM-001 MLM-001 YY YMethioninesulfoxideSGS AXYS MLM-001 MLM-001 YY YMethylglutarylcarnitineSGS AXYS MLM-001 MLM-001 YY YNitrotyrosineSGS AXYS MLM-001 MLM-001 YY YNonaylcarnitineSGS AXYS MLM-001 MLM-001 YY Yoctadecadienoic acid (linoleic acid)SGS AXYS MLM-001 MLM-001YOctadecadienylcarnitineSGS AXYS MLM-001 MLM-001 YY Yoctadecanoic acid (stearic acid)SGS AXYS MLM-001 MLM-001YOctadecanoylcarnitineSGS AXYS MLM-001 MLM-001 YY Yoctadecatrienoic acid (γ-linolenic acid)SGS AXYS MLM-001 MLM-001YOctadecenoylcarnitineSGS AXYS MLM-001 MLM-001 YY YOctanoylcarnitineSGS AXYS MLM-001 MLM-001 YY YOrnithineSGS AXYS MLM-001 MLM-001 YY YPhenylalanineSGS AXYS MLM-001 MLM-001 YY YPhenylethylamineSGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C30:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C30:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C30:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C32:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C32:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C34:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C34:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C34:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C34:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C36:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C36:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C36:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C36:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C36:4SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C36:5SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C38:0SGS AXYS MLM-001 MLM-001 YY YACC-103 Rev. 52, 12-Mar-2020Page 31 of 34www.axysanalytical.comPage 91 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49Phosphatidylcholine acyl-alkyl C38:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C38:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C38:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C38:5SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C38:6SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C40:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C40:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C40:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C40:4SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C40:5SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C40:6SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C42:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C42:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C42:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C42:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C42:4SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C42:5SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C44:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C44:4SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C44:5SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine acyl-alkyl C44:6SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C24:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C26:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C28:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C30:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C30:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C32:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C32:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C32:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C32:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C34:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C34:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C34:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C34:4SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C36:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C36:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C36:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C36:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C36:4SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C36:5SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C36:6SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C38:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C38:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C38:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C38:4SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C38:5SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C38:6SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C40:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C40:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C40:3SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C40:4SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C40:5SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C40:6SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C42:0SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C42:1SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C42:2SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C42:4SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C42:5SGS AXYS MLM-001 MLM-001 YY YPhosphatidylcholine diacyl C42:6SGS AXYS MLM-001 MLM-001 YY YPimelylcarnitineSGS AXYS MLM-001 MLM-001 YY YProlineSGS AXYS MLM-001 MLM-001 YY YPropenoylcarnitineSGS AXYS MLM-001 MLM-001 YY YPropionylcarnitineSGS AXYS MLM-001 MLM-001 YY YPutrescineSGS AXYS MLM-001 MLM-001 YY YSarcosineSGS AXYS MLM-001 MLM-001 YY YSerineSGS AXYS MLM-001 MLM-001 YY YSerotoninSGS AXYS MLM-001 MLM-001 YY YSpermidineSGS AXYS MLM-001 MLM-001 YY YSpermineSGS AXYS MLM-001 MLM-001 YY YSphingomyeline C16:0SGS AXYS MLM-001 MLM-001 YY YSphingomyeline C16:1SGS AXYS MLM-001 MLM-001 YY YSphingomyeline C18:0SGS AXYS MLM-001 MLM-001 YY YSphingomyeline C18:1SGS AXYS MLM-001 MLM-001 YY YACC-103 Rev. 52, 12-Mar-2020Page 32 of 34www.axysanalytical.comPage 92 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49Sphingomyeline C20:2SGS AXYS MLM-001 MLM-001 YY YSphingomyeline C22:3SGS AXYS MLM-001 MLM-001 YY YSphingomyeline C24:0SGS AXYS MLM-001 MLM-001 YY YSphingomyeline C24:1SGS AXYS MLM-001 MLM-001 YY YSphingomyeline C26:0SGS AXYS MLM-001 MLM-001 YY YSphingomyeline C26:1SGS AXYS MLM-001 MLM-001 YY YSymmetric dimethylarginineSGS AXYS MLM-001 MLM-001 YY YTaurineSGS AXYS MLM-001 MLM-001 YY Ytaurochenodeoxycholic acidSGS AXYS MLM-001 MLM-001 YY Ytaurocholic acidSGS AXYS MLM-001 MLM-001 YY Ytaurodeoxycholic acidSGS AXYS MLM-001 MLM-001 YY Ytaurolithocholic acidSGS AXYS MLM-001 MLM-001 YY Ytauroursodexoycholic acidSGS AXYS MLM-001 MLM-001 YY YTetradecadienylcarnitineSGS AXYS MLM-001 MLM-001 YY Ytetradecanoic acid (myristic acid)SGS AXYS MLM-001 MLM-001YTetradecanoylcarnitineSGS AXYS MLM-001 MLM-001 YY YTetradecenoylcarnitineSGS AXYS MLM-001 MLM-001 YY YThreonineSGS AXYS MLM-001 MLM-001 YY YTiglylcarnitineSGS AXYS MLM-001 MLM-001 YY YTotal dimethylarginineSGS AXYS MLM-001 MLM-001 YY YTryptophanSGS AXYS MLM-001 MLM-001 YY YTyrosineSGS AXYS MLM-001 MLM-001 YY Yursodexoycholic acidSGS AXYS MLM-001 MLM-001 YY YValerylcarnitineSGS AXYS MLM-001 MLM-001 YY YValineSGS AXYS MLM-001 MLM-001 YY YTOP Perfluorobutanesulfonate (PFBS)SGS AXYS MLA-111 MLA-111YYPerfluorobutanoate (PFBA)SGS AXYS MLA-111 MLA-111YYPerfluorodecanesulfonate (PFDS)SGS AXYS MLA-111 MLA-111YYPerfluorodecanoate (PFDA)SGS AXYS MLA-111 MLA-111YYPerfluorododecanesulfonate (PFDoS)SGS AXYS MLA-111 MLA-111YYPerfluorododecanoate (PFDoA)SGS AXYS MLA-111 MLA-111YYPerfluoroheptanesulfonate (PFHpS)SGS AXYS MLA-111 MLA-111YYPerfluoroheptanoate (PFHpA)SGS AXYS MLA-111 MLA-111YYPerfluorohexanesulfonate (PFHxS)SGS AXYS MLA-111 MLA-111YYPerfluorohexanoate (PFHxA)SGS AXYS MLA-111 MLA-111YYPerfluorononanesulfonate (PFNS)SGS AXYS MLA-111 MLA-111YYPerfluorononanoate (PFNA)SGS AXYS MLA-111 MLA-111YYPerfluorooctanesulfonate (PFOS)SGS AXYS MLA-111 MLA-111YYPerfluorooctanoate (PFOA)SGS AXYS MLA-111 MLA-111YYPerfluoropentanesulfonate (PFPeS)SGS AXYS MLA-111 MLA-111YYPerfluoropentanoate (PFPeA)SGS AXYS MLA-111 MLA-111YYPerfluorotetradecanoate (PFTeDA)SGS AXYS MLA-111 MLA-111YYPerfluorotridecanoate (PFTrDA)SGS AXYS MLA-111 MLA-111YYPerfluoroundecanoate (PFUnA)SGS AXYS MLA-111 MLA-111YYNote * Analysis of pesticides and PCBs in non-potable water samples by SGS AXYS method MLA-007, with the exception of NPDES or State permitted discharges and Stormwaterapplications, may fall within the scope of Washington State Department of Ecology solids matrix accreditation, subject to approval of the Ecology Project Manager.Note ** PFAS by LC-MS/MS compliant with US DoD QSM 5.3 table B-15ACC-103 Rev. 52, 12-Mar-2020Page 33 of 34www.axysanalytical.comPage 93 of 94 SerumSolidsTissueUrineWaterWater, Non-PotableAFFFCompound Class CompoundAccredited Method ID SGS AXYS Method IDCALAAlaska DECANAB DoD **ANAB ISO 17025CALACalifornia WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHVirginia DGSWashington DEANAB DoD **ANAB ISO 17025CALAFlorida DOHMinnesota DOHNew Jersey DEPVirginia DGSCALACALAAlaska DECANAB DoD **ANAB ISO 17025California WBFlorida DOHMaine DOHMinnesota DOHNew Jersey DEPNew York DOHPennsylvania DEPVirginia DGSWashington DE *ANAB DoD **ANAB ISO 17025Accreditation Scope SGS AXYS Analytical Services Ltd. file ref.: ACC-101 Rev. 49LegendY Accreditation scopeAFFF Aqueous film forning foamBFR Brominated flame retardants (non-PBDPE)BPA and mPE Bisphenol A and mono-Phthalate EstersOC Pesticides Organochlorine PesticidesPAH Polycyclic Aromatic HydrocarbonsPBDPE Polybrominated diphenylethersPCB Polychlorinated BiphenylsPCDDF Polychlorinated dibenzodioxins/furansPFAS Per- and Polyfluoroalkyl SubstancesPPCP Pharmaceutical and Personal Care ProductsTOP Total Oxidizable PrecursorsCalifornia WB California Water Boards, Lab ID 2911Florida DOH Florida Department of Health, Lab ID E871007, (NELAC Standard)Pennsylvania DEP Pennsylvania Department of Environmental ProtectionMinnesota DOH Minnesota Department of Health, Lab ID 232-999-430, (NELAC Standard)New Jersey DEP New Jersey Department of Environmental Protection, Lab ID CANA005, (NELAC Standard)New York DOH New York Department of Health, Lab ID 11674, (NELAC Standard)Washington DE Washington Department of Ecology, Lab ID C404Virginia DGS Virginia Department of General Services, Division of Consolidated Laboratory Services, Lab ID 460224, (NELAC Standard)Alaska DEC Alaska Department of Environmental Conservation, Contaminated Sites Laboratory Approval 17-014Maine DOH Maine Center for Disease Control and Prevention, Department of Health and Human Services, Lab ID CN00003ANAB DoD ANSI National Accreditation Board, certificate ADE-1861, (US DoD QSM 5.3 Standard)CALA Canadian Association for Laboratory Accreditation Inc., Lab ID A2637, (ISO/IEC 17025:2005 Standard)ACC-103 Rev. 52, 12-Mar-2020Page 34 of 34www.axysanalytical.comPage 94 of 94 Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 APPENDIX C Anoka County Geologic Atlas I 900 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150Elevation (feet)900 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 I’Mississippi RiverFridleyRice Creek860 840820 Oo cr sx _w rt sl Osp _j pt _e _tc _tc lower lc se ss nu rt _m xtce Os lc _sl sc H Elevation (feet)900 950 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 900 950 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 H’Lino LakesBlaineRice LakeMississippi RiverSherman LakeCoon RapidsReshanau LakeWards LakeCoon Creek8 4 0 880 8609006.81 u Os nu sp sc _tc _tc_tc lower _tc lower _sl _slu _w se sr _e _j _m xt rt sesx fs fs nu lc ss scce _j pt _j _sl rt Osp sl cr sl lc sr sx ce ce xt xt ce ce ce lc _j Oo fs G Elevation (feet)900 950 850 800 750 700 650 600 550 500 450 400 350 900 950 850 800 750 700 650 600 550 500 450 400 350 G’Mississippi RiverPeltier LakeLochness ParkCoon CreekGeorge Watch Lake88086 0 84 0 88 0 900 5000 2000 56.6 12.1 94 vt ce ss ce _sl _sl _sl _sl sx crce cr Os _j sp sesc xt sp sl _w u rt Oo rt sp lc _j xt _tc _tc _tc _tc lower _tc lower _tc lower rt rtrt lc cert _j sl nu sx vt lc u _e nu scsc fs cr cecese xtce F Elevation (feet)900 950 850 800 750 700 650 600 550 500 450 400 350 300 900 950 850 800 750 700 650 600 550 500 450 400 350 300 F’Rondeau LakeRum RiverMississippi RiverCrooked LakeBunker Hills ParkLexington Avenue900 8 6 0 8408804000 10,000 13.4 11.3 13.4 42.0 41.1 25.6 120* 20,000 32.1* 21.0* 184 lc ce ss sx cr xt ce lc lc ce sp _e _e sp rt sr _tc _w scce rt _j u xt rt_j xtrt ce ss u _tc_tc rt cr _tc se _m upt nu u _sl _sl Oo sl _tc lower _tc lower fs sc nu fs nu _sl ce lc nu ce xt cr se sp cr _tc 45°15' N. 45°22'30" N. 93°30' W. 93°15' W. 93°22'30" W. 93°07'30" W. 45°07'30" N.)610 10 )47 )47 )65 )242 35W 35E 694 Columbia Heights Anoka Centerville St. Francis Circle Pines B C D E F G H A B’ B B’ C’ C C’ D’ D D’ E’ E E’ F’ F F’ G’ H’ I I’ A’A A’ 1 0 1 2 3 4 SCALE 1:300 000 1 0 1 2 4 5 6 7 83 9 KILOMETERS 5 MILES Symbols Part B line of cross section shown on this plate Well used to generate cross section F F’ Part B line of cross section not shown on this plate A A’ Part A line of cross sectionAA’ 1 0 1 2 3 4 5 MILES 1 0 1 2 4 5 6 7 83 9 KILOMETERS SCALE 1:100 000 VERTICAL EXAGGERATION X 50 COUNTY ATLAS SERIES ANOKA COUNTY ATLAS C-27, PART B, PLATE 9 of 9 Hydrogeologic Cross Sections F–F’ through I–I’ Hydrogeologic Cross Sections By James A. Berg 2016 STATE OF MINNESOTA DEPARTMENT OF NATURAL RESOURCES ECOLOGICAL AND WATER RESOURCES DIVISION Prepared and Published with the Support of the MINNESOTA ENVIRONMENT AND NATURAL RESOURCES TRUST FUND and the CLEAN WATER, LAND AND LEGACY AMENDMENT This map was compiled and generated in a geographic information system (GIS). Digital data products, including chemistry data, are available from the Minnesota Department of Natural Resources (DNR) Ecological and Water Resources Division at http://www.mndnr.gov/waters. This map was prepared from publicly available information. Every reasonable effort has been made to ensure the accuracy of the factual data on which this map interpreta- tion is based. However, the DNR does not warrant the accuracy, completeness, or any implied uses of these data. Users may wish to verify critical information; sources include both the references in the report and information on file in the offices of the Minnesota Geological Survey and the DNR. Every effort has been made to ensure the interpretation shown conforms to sound geologic and cartographic principles. This map should not be used to establish legal title, boundaries, or locations of improvements. Base modified from Minnesota Geological Survey, Anoka County Geologic Atlas, Part A, 2013. Universal Transverse Mercator projection, zone 15N, North American Datum of 1983. North American Vertical Datum of 1988. GIS and cartography by James A. Berg and Holly Johnson. Edited by Ruth MacDonald. GEOLOGIC ATLAS OF ANOKA COUNTY, MINNESOTA The DNR Information Center Minnesota Department of Natural Resources Ecological and Water Resources Division 500 Lafayette Road St. Paul, MN 55155-4025 For more information call 651-296-6157 or 888-646-6367 http://www.mndnr.gov/waters This information is available in alternative format on request. The Minnesota DNR prohibits discrimination in its programs and services based on race, color, creed, religion, national origin, sex, public assistance status, age, sexual orientation or disability. Persons with disabilities may request reasonable modifications to access or participate in DNR programs and services by contacting the DNR ADA Title II coordinator at info.dnr@state.mn.us or 651-259-5488. Discrimination inquiries should be sent to Minnesota DNR, 500 Lafayette Road, St. Paul, MN 55155-4049; or Office of Civil Rights, U.S. Department of the Interior, 1849 C Street NW, Washington, DC 20240. © 2016, State of Minnesota, Department of Natural Resources and the Regents of the University of MinnesotaLOCATION DIAGRAM I 900 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150Elevation (feet)900 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 I’Mississippi RiverFridleyRice Creek860 84082 0 Oo cr sx _w rt sl Osp _j pt _e _tc _tc lower lc se ss nu rt _m xtce Os lc _sl sc H Elevation (feet)900 950 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 900 950 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 H’Lino LakesBlaineRice LakeMississippi RiverSherman LakeCoon RapidsReshanau LakeWards LakeCoon Creek8 4 0 880 8609006.81 u Os nu sp sc _tc _tc_tc lower _tc lower _sl _slu _w se sr _e _j _m xt rt sesx fs fsnu lc ss scce _j pt _j _slrt Osp sl cr sl lc sr sx cece xt xt ce cece lc _jOo fs G Elevation (feet)900 950 850 800 750 700 650 600 550 500 450 400 350 900 950 850 800 750 700 650 600 550 500 450 400 350 G’Mississippi RiverPeltier LakeLochness ParkCoon CreekGeorge Watch Lake88086 0 84 0 88 0 900 5000 2000 56.6 12.1 94 vt ce ss ce _sl _sl _sl _sl sx crcecr Os _j sp sesc xt sp sl _w u rt Oo rt sp lc _jxt _tc_tc _tc _tc lower_tc lower _tc lower rtrtrt lc cert _j sl nu sx vt lc u _e nu scsc fs cr cecese xtce F Elevation (feet)900 950 850 800 750 700 650 600 550 500 450 400 350 300 900 950 850 800 750 700 650 600 550 500 450 400 350 300 F’Rondeau LakeRum RiverMississippi RiverCrooked LakeBunker Hills ParkLexington Avenue900 8 6 0 8408804000 10,000 13.4 11.3 13.4 42.0 41.1 25.6 120* 20,000 32.1* 21.0* 184 lc ce ss sx cr xt ce lclc ce sp _e _e sp rt sr _tc _w scce rt_j u xtrt_j xtrt ce ss u _tc_tc rt cr _tc se _m upt nu u _sl _sl Oo sl _tc lower _tc lower fs sc nu fs nu _sl ce lc nu ce xt cr se sp cr _tc 45°15' N. 45°22'30" N. 93°30' W. 93°15' W. 93°22'30" W. 93°07'30" W. 45°07'30" N.)610 10 )47 )47 )65 )242 35W 35E 694 Columbia Heights Anoka Centerville St. Francis Circle Pines B C D E F G H A B’ B B’ C’ C C’ D’ D D’ E’ E E’ F’ F F’ G’ H’ I I’ A’A A’ 1 0 1 2 3 4 SCALE 1:300 000 1 0 1 2 4 5 6 7 83 9 KILOMETERS 5 MILES Symbols Part B line of cross section shown on this plate Well used to generate cross section F F’ Part B line of cross section not shown on this plate A A’ Part A line of cross sectionAA’ 1012345 MILES 1 0 1 24 5 6 7 839 KILOMETERS SCALE 1:100 000 VERTICAL EXAGGERATION X 50 I 900 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150Elevation (feet)900 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 I’Mississippi RiverFridleyRice Creek860 84082 0 Oo cr sx _w rt sl Osp _j pt _e _tc _tc lower lc se ss nu rt _m xtce Os lc _sl sc H Elevation (feet)900 950 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 900 950 850 800 750 700 650 600 550 500 450 400 350 300 250 200 150 H’Lino LakesBlaineRice LakeMississippi RiverSherman LakeCoon RapidsReshanau LakeWards LakeCoon Creek8 4 0 880 8609006.81 u Os nu sp sc _tc _tc_tc lower _tc lower _sl _slu _w se sr _e _j _m xt rt sesx fs fs nu lc ss scce _j pt _j _sl rt Osp sl cr sl lc sr sx ce ce xt xt ce ce ce lc _j Oo fs G Elevation (feet)900 950 850 800 750 700 650 600 550 500 450 400 350 900 950 850 800 750 700 650 600 550 500 450 400 350 G’Mississippi RiverPeltier LakeLochness ParkCoon CreekGeorge Watch Lake88086 0 84 0 88 0 900 5000 2000 56.6 12.1 94 vt ce ss ce _sl _sl _sl _sl sx crce cr Os _j sp sesc xt sp sl _w u rt Oo rt sp lc _j xt _tc _tc _tc _tc lower _tc lower _tc lower rt rtrt lc cert _j sl nu sx vt lc u _e nu scsc fs cr cecese xtce FElevation (feet)900950850800750700650600550500450400350300 900950850800750700650600550500450400350300F’Rondeau LakeRum RiverMississippi RiverCrooked LakeBunker Hills ParkLexington Avenue900860840 880400010,000 13.411.3 13.442.041.1 25.6120*20,00032.1*21.0*184 lcce ss sxcrxtcelclc cesp_e_esprtsr_tc _w sccert _juxtrt_jxtrtcessu_tc_tc rt cr_tcse_m uptnuu _sl _slOosl_tc lower _tc lowerfssc nufsnu_sl ce lcnucextcrsespcr _tc 45°15' N. 45°22'30" N. 93°30' W. 93°15' W. 93°22'30" W. 93°07'30" W. 45°07'30" N.)610 10 )47 )47 )65 )242 35W 35E 694 Columbia Heights Anoka Centerville St. Francis Circle Pines B C D E F G H A B’ B B’ C’ C C’ D’ D D’ E’ E E’ F’ F F’ G’ H’ I I’ A’A A’ 1 0 1 2 3 4 SCALE 1:300 000 1 0 1 2 4 5 6 7 83 9 KILOMETERS 5 MILES Symbols Part B line of cross section shown on this plate Well used to generate cross section F F’ Part B line of cross section not shown on this plate A A’ Part A line of cross sectionAA’ 1 0 1 2 3 4 5 MILES 1 0 1 2 4 5 6 7 83 9 KILOMETERS SCALE 1:100 000 VERTICAL EXAGGERATION X 50 CROSS SECTION EXPLANATION Groundwater flowpath is unknown. Groundwater flows laterally. Tritium concentrations may be artificially elevated by high capacity pumping. Groundwater moves from an overlying buried aquifer to an underlying buried aquifer. Groundwater conditions Groundwater moves from an overlying surficial aquifer to a buried aquifer. If shown, chloride concentration equals or exceeds 5 parts per million. (* indicates naturally elevated values) 41.1 If shown, groundwater residence time in years as estimated by carbon-14 (14C) isotope analysis. 3000 Symbols and labels Lake Land or bedrock surface General groundwater flow direction Geologic contact Approximate equipotential contour; contour interval 20 feet900 Water table Direction of fault movement, arrows indicate relative movement Tritium age Darker color in small vertical rectangle (well screen symbol) indicates tritium age of water sampled in well. Lighter color indicates interpreted age of water in aquifer. Mixed: water is a mixture of recent and vintage waters (greater than 1 TU to less than 8 TU). Vintage: water entered the ground before 1953 (less than or equal to 1 TU). Recent: water entered the ground since about 1953 (8 to 15 TU). Cold War era: water entered the ground during the peak period of atmospheric tritium concentration during nuclear bomb testing, 1958–1959 and 1961–1972 (greater than 15 tritium units [TU]). If shown, arsenic concentration equals or exceeds 10 parts per billion.13.4 Well not sampled for tritium. Groundwater discharges to a surface-water body. Quaternary aquitards Grouped by texture ranging from highest to lowest sand content indicating relative hydraulic conductivity. Hydrogeologic unit code Percent sand cr, ce, rt, lc (sandy) nu xt, pt lc > 60% > 40% and ≤ 50% > 30% and ≤ 40% ≤ 30% sl sc se sx sr sp Undifferentiated sediment (u) ss Aquifers and aquitards grouped by stratigraphy Surficial sand Buried sand and gravel and Quaternary sediment Bedrock St. Peter Shakopee Oneota Dolomite* Jordan St. Lawrence Formation* Upper Tunnel City Lower Tunnel City* Wonewoc Eau Claire Formation* Mt. Simon (not shown in areas where data were not available) Enhanced-permeability zone near the bedrock surface Osp Os Oo _j _sl _tc _w _e _m Interpreted tritium age is indicated by background color Interpreted tritium age is indicated by pattern color _tclower *aquitard Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 APPENDIX D Modeling Results Junction Pressures Nodes-901 - Site 1 - 4,000 gpm - Pressure Nodes-900 - Site 1 - 4,000 gpm - Pressure Nodes-862 - Site 1 - 4,000 gpm - Pressure Nodes-899 - Site 1 - 4,000 gpm - Pressure Nodes-875 - Site 1 - 4,000 gpm - Pressure Nodes-913 - Site 1 - 4,000 gpm - PressurePressure (psi)83 80 78 75 73 70 68 65 63 60 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Pipe Parameters Watermain-1161 - Site 1 - 4,000 gpm - Flow (Absolute)Watermain-1161 - Site 1 - 4,000 gpm - Headloss Gradient Watermain-1161 - Site 1 - 4,000 gpm - Velocity P-47 - Site 1 - 4,000 gpm - Flow (Absolute)P-47 - Site 1 - 4,000 gpm - Headloss Gradient P-47 - Site 1 - 4,000 gpm - Velocity P-1111 - Site 1 - 4,000 gpm - Flow (Absolute)P-1111 - Site 1 - 4,000 gpm - Headloss Gradient P-1111 - Site 1 - 4,000 gpm - Velocity P-1110 - Site 1 - 4,000 gpm - Flow (Absolute)P-1110 - Site 1 - 4,000 gpm - Headloss Gradient P-1110 - Site 1 - 4,000 gpm - Velocity Watermain-1163 - Site 1 - 4,000 gpm - Flow (Absolute)Watermain-1163 - Site 1 - 4,000 gpm - Headloss Gradient Watermain-1163 - Site 1 - 4,000 gpm - Velocity Watermain-1154 - Site 1 - 4,000 gpm - Flow (Absolute)Watermain-1154 - Site 1 - 4,000 gpm - Headloss Gradient Watermain-1154 - Site 1 - 4,000 gpm - VelocityFlow (gpm)2,750.000 2,500.000 2,250.000 2,000.000 1,750.000 1,500.000 1,250.000 1,000.000 750.000 500.000 250.000 0.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)4.000 3.500 3.000 2.500 2.000 1.500 1.000 0.500 0.000 Velocity (ft/s)4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 Tower HGLs Tower No. 2 - Site 1 - 4,000 gpm - Hydraulic Grade Tower No. 3 - Site 1 - 4,000 gpm - Hydraulic Grade Tower No. 1 - Site 1 - 4,000 gpm - Hydraulic GradeElevation (ft)1,055.00 1,052.50 1,050.00 1,047.50 1,045.00 1,042.50 1,040.00 1,037.50 1,035.00 1,032.50 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Junction Pressures Nodes-901 - Site 1 - 5,000 gpm - Pressure Nodes-900 - Site 1 - 5,000 gpm - Pressure Nodes-862 - Site 1 - 5,000 gpm - Pressure Nodes-899 - Site 1 - 5,000 gpm - Pressure Nodes-875 - Site 1 - 5,000 gpm - Pressure Nodes-913 - Site 1 - 5,000 gpm - PressurePressure (psi)88 85 83 80 78 75 73 70 68 65 63 60 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Pipe Parameters Watermain-1161 - Site 1 - 5,000 gpm - Flow (Absolute)Watermain-1161 - Site 1 - 5,000 gpm - Headloss Gradient Watermain-1161 - Site 1 - 5,000 gpm - Velocity P-47 - Site 1 - 5,000 gpm - Flow (Absolute)P-47 - Site 1 - 5,000 gpm - Headloss Gradient P-47 - Site 1 - 5,000 gpm - Velocity P-1111 - Site 1 - 5,000 gpm - Flow (Absolute)P-1111 - Site 1 - 5,000 gpm - Headloss Gradient P-1111 - Site 1 - 5,000 gpm - Velocity P-1110 - Site 1 - 5,000 gpm - Flow (Absolute)P-1110 - Site 1 - 5,000 gpm - Headloss Gradient P-1110 - Site 1 - 5,000 gpm - Velocity Watermain-1163 - Site 1 - 5,000 gpm - Flow (Absolute)Watermain-1163 - Site 1 - 5,000 gpm - Headloss Gradient Watermain-1163 - Site 1 - 5,000 gpm - Velocity Watermain-1154 - Site 1 - 5,000 gpm - Flow (Absolute)Watermain-1154 - Site 1 - 5,000 gpm - Headloss Gradient Watermain-1154 - Site 1 - 5,000 gpm - VelocityFlow (gpm)3,500.000 3,000.000 2,500.000 2,000.000 1,500.000 1,000.000 500.000 0.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)5.000 4.500 4.000 3.500 3.000 2.500 2.000 1.500 1.000 0.500 0.000 Velocity (ft/s)5.00 4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 Tower HGLs Tower No. 2 - Site 1 - 5,000 gpm - Hydraulic Grade Tower No. 3 - Site 1 - 5,000 gpm - Hydraulic Grade Tower No. 1 - Site 1 - 5,000 gpm - Hydraulic GradeElevation (ft)1,055.00 1,050.00 1,045.00 1,040.00 1,035.00 1,030.00 1,025.00 1,020.00 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Junction Pressures Nodes-901 - Site 1 - 6,000 gpm - Pressure Nodes-900 - Site 1 - 6,000 gpm - Pressure Nodes-862 - Site 1 - 6,000 gpm - Pressure Nodes-899 - Site 1 - 6,000 gpm - Pressure Nodes-875 - Site 1 - 6,000 gpm - Pressure Nodes-913 - Site 1 - 6,000 gpm - PressurePressure (psi)105 100 95 90 85 80 75 70 65 60 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Pipe Parameters Watermain-1161 - Site 1 - 6,000 gpm - Flow (Absolute)Watermain-1161 - Site 1 - 6,000 gpm - Headloss Gradient Watermain-1161 - Site 1 - 6,000 gpm - Velocity P-47 - Site 1 - 6,000 gpm - Flow (Absolute)P-47 - Site 1 - 6,000 gpm - Headloss Gradient P-47 - Site 1 - 6,000 gpm - Velocity P-1111 - Site 1 - 6,000 gpm - Flow (Absolute)P-1111 - Site 1 - 6,000 gpm - Headloss Gradient P-1111 - Site 1 - 6,000 gpm - Velocity P-1110 - Site 1 - 6,000 gpm - Flow (Absolute)P-1110 - Site 1 - 6,000 gpm - Headloss Gradient P-1110 - Site 1 - 6,000 gpm - Velocity Watermain-1163 - Site 1 - 6,000 gpm - Flow (Absolute)Watermain-1163 - Site 1 - 6,000 gpm - Headloss Gradient Watermain-1163 - Site 1 - 6,000 gpm - Velocity Watermain-1154 - Site 1 - 6,000 gpm - Flow (Absolute)Watermain-1154 - Site 1 - 6,000 gpm - Headloss Gradient Watermain-1154 - Site 1 - 6,000 gpm - VelocityFlow (gpm)4,000.000 3,500.000 3,000.000 2,500.000 2,000.000 1,500.000 1,000.000 500.000 0.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)7.000 6.000 5.000 4.000 3.000 2.000 1.000 0.000 Velocity (ft/s)6.25 5.63 5.00 4.38 3.75 3.13 2.50 1.88 1.25 0.63 0.00 Tower HGLs Tower No. 2 - Site 1 - 6,000 gpm - Hydraulic Grade Tower No. 3 - Site 1 - 6,000 gpm - Hydraulic Grade Tower No. 1 - Site 1 - 6,000 gpm - Hydraulic GradeElevation (ft)1,055.00 1,052.50 1,050.00 1,047.50 1,045.00 1,042.50 1,040.00 1,037.50 1,035.00 1,032.50 1,030.00 1,027.50 1,025.00 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Junction Pressures Nodes-901 - Site 1 - 7,000 gpm - Pressure Nodes-900 - Site 1 - 7,000 gpm - Pressure Nodes-862 - Site 1 - 7,000 gpm - Pressure Nodes-899 - Site 1 - 7,000 gpm - Pressure Nodes-875 - Site 1 - 7,000 gpm - Pressure Nodes-913 - Site 1 - 7,000 gpm - PressurePressure (psi)110 105 100 95 90 85 80 75 70 65 60 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Pipe Parameters Watermain-1161 - Site 1 - 7,000 gpm - Flow (Absolute)Watermain-1161 - Site 1 - 7,000 gpm - Headloss Gradient Watermain-1161 - Site 1 - 7,000 gpm - Velocity P-47 - Site 1 - 7,000 gpm - Flow (Absolute)P-47 - Site 1 - 7,000 gpm - Headloss Gradient P-47 - Site 1 - 7,000 gpm - Velocity P-1111 - Site 1 - 7,000 gpm - Flow (Absolute)P-1111 - Site 1 - 7,000 gpm - Headloss Gradient P-1111 - Site 1 - 7,000 gpm - Velocity P-1110 - Site 1 - 7,000 gpm - Flow (Absolute)P-1110 - Site 1 - 7,000 gpm - Headloss Gradient P-1110 - Site 1 - 7,000 gpm - Velocity Watermain-1163 - Site 1 - 7,000 gpm - Flow (Absolute)Watermain-1163 - Site 1 - 7,000 gpm - Headloss Gradient Watermain-1163 - Site 1 - 7,000 gpm - Velocity Watermain-1154 - Site 1 - 7,000 gpm - Flow (Absolute)Watermain-1154 - Site 1 - 7,000 gpm - Headloss Gradient Watermain-1154 - Site 1 - 7,000 gpm - VelocityFlow (gpm)4,500.000 4,000.000 3,500.000 3,000.000 2,500.000 2,000.000 1,500.000 1,000.000 500.000 0.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)8.750 7.500 6.250 5.000 3.750 2.500 1.250 0.000 Velocity (ft/s)7.50 6.88 6.25 5.63 5.00 4.38 3.75 3.13 2.50 1.88 1.25 0.63 0.00 Tower HGLs Tower No. 2 - Site 1 - 7,000 gpm - Hydraulic Grade Tower No. 3 - Site 1 - 7,000 gpm - Hydraulic Grade Tower No. 1 - Site 1 - 7,000 gpm - Hydraulic GradeElevation (ft)1,055.00 1,050.00 1,045.00 1,040.00 1,035.00 1,030.00 1,025.00 1,020.00 1,015.00 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Junction Pressures Nodes-901 - Site 1 - 8,000 gpm - Pressure Nodes-900 - Site 1 - 8,000 gpm - Pressure Nodes-862 - Site 1 - 8,000 gpm - Pressure Nodes-899 - Site 1 - 8,000 gpm - Pressure Nodes-875 - Site 1 - 8,000 gpm - Pressure Nodes-913 - Site 1 - 8,000 gpm - PressurePressure (psi)115 110 105 100 95 90 85 80 75 70 65 60 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Pipe Parameters Watermain-1161 - Site 1 - 8,000 gpm - Flow (Absolute)Watermain-1161 - Site 1 - 8,000 gpm - Headloss Gradient Watermain-1161 - Site 1 - 8,000 gpm - Velocity P-47 - Site 1 - 8,000 gpm - Flow (Absolute)P-47 - Site 1 - 8,000 gpm - Headloss Gradient P-47 - Site 1 - 8,000 gpm - Velocity P-1111 - Site 1 - 8,000 gpm - Flow (Absolute)P-1111 - Site 1 - 8,000 gpm - Headloss Gradient P-1111 - Site 1 - 8,000 gpm - Velocity P-1110 - Site 1 - 8,000 gpm - Flow (Absolute)P-1110 - Site 1 - 8,000 gpm - Headloss Gradient P-1110 - Site 1 - 8,000 gpm - Velocity Watermain-1163 - Site 1 - 8,000 gpm - Flow (Absolute)Watermain-1163 - Site 1 - 8,000 gpm - Headloss Gradient Watermain-1163 - Site 1 - 8,000 gpm - Velocity Watermain-1154 - Site 1 - 8,000 gpm - Flow (Absolute)Watermain-1154 - Site 1 - 8,000 gpm - Headloss Gradient Watermain-1154 - Site 1 - 8,000 gpm - VelocityFlow (gpm)6,000.000 5,000.000 4,000.000 3,000.000 2,000.000 1,000.000 0.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)17.500 15.000 12.500 10.000 7.500 5.000 2.500 0.000 Velocity (ft/s)10.00 8.75 7.50 6.25 5.00 3.75 2.50 1.25 0.00 Tower HGLs Tower No. 2 - Site 1 - 8,000 gpm - Hydraulic Grade Tower No. 3 - Site 1 - 8,000 gpm - Hydraulic Grade Tower No. 1 - Site 1 - 8,000 gpm - Hydraulic GradeElevation (ft)1,055.00 1,050.00 1,045.00 1,040.00 1,035.00 1,030.00 1,025.00 1,020.00 1,015.00 1,010.00 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Junction Pressures Nodes-901 - Site 1 - 9,000 gpm - Pressure Nodes-900 - Site 1 - 9,000 gpm - Pressure Nodes-862 - Site 1 - 9,000 gpm - Pressure Nodes-899 - Site 1 - 9,000 gpm - Pressure Nodes-875 - Site 1 - 9,000 gpm - Pressure Nodes-913 - Site 1 - 9,000 gpm - PressurePressure (psi)125 120 115 110 105 100 95 90 85 80 75 70 65 60 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Pipe Parameters Watermain-1161 - Site 1 - 9,000 gpm - Flow P-47 - Site 1 - 9,000 gpm - Flow P-1111 - Site 1 - 9,000 gpm - Flow P-1110 - Site 1 - 9,000 gpm - Flow Watermain-1163 - Site 1 - 9,000 gpm - Flow Watermain-1154 - Site 1 - 9,000 gpm - Flow Watermain-1161 - Site 1 - 9,000 gpm - Headloss Gradient Watermain-1161 - Site 1 - 9,000 gpm - Velocity P-47 - Site 1 - 9,000 gpm - Headloss Gradient P-47 - Site 1 - 9,000 gpm - Velocity P-1111 - Site 1 - 9,000 gpm - Headloss Gradient P-1111 - Site 1 - 9,000 gpm - Velocity P-1110 - Site 1 - 9,000 gpm - Headloss Gradient P-1110 - Site 1 - 9,000 gpm - Velocity Watermain-1163 - Site 1 - 9,000 gpm - Headloss Gradient Watermain-1163 - Site 1 - 9,000 gpm - Velocity Watermain-1154 - Site 1 - 9,000 gpm - Headloss Gradient Watermain-1154 - Site 1 - 9,000 gpm - VelocityFlow (gpm)6,000.000 4,000.000 2,000.000 0.000 -2,000.000 -4,000.000 -6,000.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)20.000 17.500 15.000 12.500 10.000 7.500 5.000 2.500 0.000 Velocity (ft/s)12.50 11.25 10.00 8.75 7.50 6.25 5.00 3.75 2.50 1.25 0.00 Tower HGLs Tower No. 2 - Site 1 - 9,000 gpm - Hydraulic Grade Tower No. 3 - Site 1 - 9,000 gpm - Hydraulic Grade Tower No. 1 - Site 1 - 9,000 gpm - Hydraulic GradeElevation (ft)1,055.00 1,050.00 1,045.00 1,040.00 1,035.00 1,030.00 1,025.00 1,020.00 1,015.00 1,010.00 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Junction Pressures Nodes-901 - Site 1 - 10,000 gpm - Pressure Nodes-900 - Site 1 - 10,000 gpm - Pressure Nodes-862 - Site 1 - 10,000 gpm - Pressure Nodes-899 - Site 1 - 10,000 gpm - Pressure Nodes-875 - Site 1 - 10,000 gpm - Pressure Nodes-913 - Site 1 - 10,000 gpm - PressurePressure (psi)130 120 110 100 90 80 70 60 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Pipe Parameters Watermain-1161 - Site 1 - 10,000 gpm - Flow (Absolute)Watermain-1161 - Site 1 - 10,000 gpm - Headloss Gradient Watermain-1161 - Site 1 - 10,000 gpm - Velocity P-47 - Site 1 - 10,000 gpm - Flow (Absolute) P-47 - Site 1 - 10,000 gpm - Headloss Gradient P-47 - Site 1 - 10,000 gpm - Velocity P-1111 - Site 1 - 10,000 gpm - Flow (Absolute)P-1111 - Site 1 - 10,000 gpm - Headloss Gradient P-1111 - Site 1 - 10,000 gpm - Velocity P-1110 - Site 1 - 10,000 gpm - Flow (Absolute) P-1110 - Site 1 - 10,000 gpm - Headloss Gradient P-1110 - Site 1 - 10,000 gpm - Velocity Watermain-1163 - Site 1 - 10,000 gpm - Flow (Absolute)Watermain-1163 - Site 1 - 10,000 gpm - Headloss Gradient Watermain-1163 - Site 1 - 10,000 gpm - Velocity Watermain-1154 - Site 1 - 10,000 gpm - Flow (Absolute) Watermain-1154 - Site 1 - 10,000 gpm - Headloss Gradient Watermain-1154 - Site 1 - 10,000 gpm - VelocityFlow (gpm)8,000.000 7,000.000 6,000.000 5,000.000 4,000.000 3,000.000 2,000.000 1,000.000 0.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)25.000 20.000 15.000 10.000 5.000 0.000 Velocity (ft/s)12.50 11.25 10.00 8.75 7.50 6.25 5.00 3.75 2.50 1.25 0.00 Tower HGLs Tower No. 2 - Site 1 - 10,000 gpm - Hydraulic Grade Tower No. 3 - Site 1 - 10,000 gpm - Hydraulic Grade Tower No. 1 - Site 1 - 10,000 gpm - Hydraulic GradeElevation (ft)1,055.00 1,050.00 1,045.00 1,040.00 1,035.00 1,030.00 1,025.00 1,020.00 1,015.00 1,010.00 Time (hours) 72.0060.0048.0036.0024.0012.000.00 Pipe Parameters Watermain-1161 - Site 1 - 5,000 gpm - Phasing - Flow P-47 - Site 1 - 5,000 gpm - Phasing - Flow P-1111 - Site 1 - 5,000 gpm - Phasing - Flow P-1110 - Site 1 - 5,000 gpm - Phasing - Flow Watermain-1163 - Site 1 - 5,000 gpm - Phasing - Flow Watermain-1154 - Site 1 - 5,000 gpm - Phasing - Flow Watermain-1161 - Site 1 - 5,000 gpm - Phasing - Headloss Gradient Watermain-1161 - Site 1 - 5,000 gpm - Phasing - Velocity P-47 - Site 1 - 5,000 gpm - Phasing - Headloss Gradient P-47 - Site 1 - 5,000 gpm - Phasing - Velocity P-1111 - Site 1 - 5,000 gpm - Phasing - Headloss Gradient P-1111 - Site 1 - 5,000 gpm - Phasing - Velocity P-1110 - Site 1 - 5,000 gpm - Phasing - Headloss Gradient P-1110 - Site 1 - 5,000 gpm - Phasing - Velocity Watermain-1163 - Site 1 - 5,000 gpm - Phasing - Headloss Gradient Watermain-1163 - Site 1 - 5,000 gpm - Phasing - Velocity Watermain-1154 - Site 1 - 5,000 gpm - Phasing - Headloss Gradient Watermain-1154 - Site 1 - 5,000 gpm - Phasing - VelocityFlow (gpm)3,000.000 2,000.000 1,000.000 0.000 -1,000.000 -2,000.000 -3,000.000 -4,000.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)6.250 5.625 5.000 4.375 3.750 3.125 2.500 1.875 1.250 0.625 0.000 Velocity (ft/s)5.00 4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 Pipe Parameters P-1123 - Site 1 - 6,000 gpm - Phasing - Flow P-1116 - Site 1 - 6,000 gpm - Phasing - Flow P-509 - Site 1 - 6,000 gpm - Phasing - Flow P-1111 - Site 1 - 6,000 gpm - Phasing - Flow P-47 - Site 1 - 6,000 gpm - Phasing - Flow P-1123 - Site 1 - 6,000 gpm - Phasing - Headloss Gradient P-1123 - Site 1 - 6,000 gpm - Phasing - Velocity P-1116 - Site 1 - 6,000 gpm - Phasing - Headloss Gradient P-1116 - Site 1 - 6,000 gpm - Phasing - Velocity P-509 - Site 1 - 6,000 gpm - Phasing - Headloss Gradient P-509 - Site 1 - 6,000 gpm - Phasing - Velocity P-1111 - Site 1 - 6,000 gpm - Phasing - Headloss Gradient P-1111 - Site 1 - 6,000 gpm - Phasing - Velocity P-47 - Site 1 - 6,000 gpm - Phasing - Headloss Gradient P-47 - Site 1 - 6,000 gpm - Phasing - VelocityFlow (gpm)3,000.000 2,000.000 1,000.000 0.000 -1,000.000 -2,000.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)6.250 5.625 5.000 4.375 3.750 3.125 2.500 1.875 1.250 0.625 0.000 Velocity (ft/s)5.00 4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 Pipe Parameters P-1123 - Site 1 - 7,000 gpm - Phasing - Flow P-1117 - Site 1 - 7,000 gpm - Phasing - Flow P-1116 - Site 1 - 7,000 gpm - Phasing - Flow P-509 - Site 1 - 7,000 gpm - Phasing - Flow P-1111 - Site 1 - 7,000 gpm - Phasing - Flow P-47 - Site 1 - 7,000 gpm - Phasing - Flow P-1123 - Site 1 - 7,000 gpm - Phasing - Headloss Gradient P-1123 - Site 1 - 7,000 gpm - Phasing - Velocity P-1117 - Site 1 - 7,000 gpm - Phasing - Headloss Gradient P-1117 - Site 1 - 7,000 gpm - Phasing - Velocity P-1116 - Site 1 - 7,000 gpm - Phasing - Headloss Gradient P-1116 - Site 1 - 7,000 gpm - Phasing - Velocity P-509 - Site 1 - 7,000 gpm - Phasing - Headloss Gradient P-509 - Site 1 - 7,000 gpm - Phasing - Velocity P-1111 - Site 1 - 7,000 gpm - Phasing - Headloss Gradient P-1111 - Site 1 - 7,000 gpm - Phasing - Velocity P-47 - Site 1 - 7,000 gpm - Phasing - Headloss Gradient P-47 - Site 1 - 7,000 gpm - Phasing - VelocityFlow (gpm)3,000.000 2,000.000 1,000.000 0.000 -1,000.000 -2,000.000 -3,000.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)4.000 3.500 3.000 2.500 2.000 1.500 1.000 0.500 0.000 Velocity (ft/s)4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 Pipe Parameters P-1123 - Site 1 - 8,000 gpm - Phasing - Flow P-1117 - Site 1 - 8,000 gpm - Phasing - Flow P-1116 - Site 1 - 8,000 gpm - Phasing - Flow P-509 - Site 1 - 8,000 gpm - Phasing - Flow P-1111 - Site 1 - 8,000 gpm - Phasing - Flow P-47 - Site 1 - 8,000 gpm - Phasing - Flow P-1123 - Site 1 - 8,000 gpm - Phasing - Headloss Gradient P-1123 - Site 1 - 8,000 gpm - Phasing - Velocity P-1117 - Site 1 - 8,000 gpm - Phasing - Headloss Gradient P-1117 - Site 1 - 8,000 gpm - Phasing - Velocity P-1116 - Site 1 - 8,000 gpm - Phasing - Headloss Gradient P-1116 - Site 1 - 8,000 gpm - Phasing - Velocity P-509 - Site 1 - 8,000 gpm - Phasing - Headloss Gradient P-509 - Site 1 - 8,000 gpm - Phasing - Velocity P-1111 - Site 1 - 8,000 gpm - Phasing - Headloss Gradient P-1111 - Site 1 - 8,000 gpm - Phasing - Velocity P-47 - Site 1 - 8,000 gpm - Phasing - Headloss Gradient P-47 - Site 1 - 8,000 gpm - Phasing - VelocityFlow (gpm)4,000.000 3,000.000 2,000.000 1,000.000 0.000 -1,000.000 -2,000.000 -3,000.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)6.250 5.625 5.000 4.375 3.750 3.125 2.500 1.875 1.250 0.625 0.000 Velocity (ft/s)5.00 4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 0.00 Pipe Parameters P-1123 - Site 1 - 9,000 gpm - Phasing - Flow P-1117 - Site 1 - 9,000 gpm - Phasing - Flow P-1116 - Site 1 - 9,000 gpm - Phasing - Flow P-509 - Site 1 - 9,000 gpm - Phasing - Flow P-1111 - Site 1 - 9,000 gpm - Phasing - Flow P-47 - Site 1 - 9,000 gpm - Phasing - Flow P-1123 - Site 1 - 9,000 gpm - Phasing - Headloss Gradient P-1123 - Site 1 - 9,000 gpm - Phasing - Velocity P-1117 - Site 1 - 9,000 gpm - Phasing - Headloss Gradient P-1117 - Site 1 - 9,000 gpm - Phasing - Velocity P-1116 - Site 1 - 9,000 gpm - Phasing - Headloss Gradient P-1116 - Site 1 - 9,000 gpm - Phasing - Velocity P-509 - Site 1 - 9,000 gpm - Phasing - Headloss Gradient P-509 - Site 1 - 9,000 gpm - Phasing - Velocity P-1111 - Site 1 - 9,000 gpm - Phasing - Headloss Gradient P-1111 - Site 1 - 9,000 gpm - Phasing - Velocity P-47 - Site 1 - 9,000 gpm - Phasing - Headloss Gradient P-47 - Site 1 - 9,000 gpm - Phasing - VelocityFlow (gpm)4,000.000 3,000.000 2,000.000 1,000.000 0.000 -1,000.000 -2,000.000 -3,000.000 -4,000.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)8.750 7.500 6.250 5.000 3.750 2.500 1.250 0.000 Velocity (ft/s)6.25 5.63 5.00 4.38 3.75 3.13 2.50 1.88 1.25 0.63 0.00 Pipe Parameters P-1123 - Site 1 - 10,000 gpm - Phasing - Flow P-1117 - Site 1 - 10,000 gpm - Phasing - Flow P-1116 - Site 1 - 10,000 gpm - Phasing - Flow P-509 - Site 1 - 10,000 gpm - Phasing - Flow P-1111 - Site 1 - 10,000 gpm - Phasing - Flow P-47 - Site 1 - 10,000 gpm - Phasing - Flow P-1123 - Site 1 - 10,000 gpm - Phasing - Headloss Gradient P-1123 - Site 1 - 10,000 gpm - Phasing - Velocity P-1117 - Site 1 - 10,000 gpm - Phasing - Headloss Gradient P-1117 - Site 1 - 10,000 gpm - Phasing - Velocity P-1116 - Site 1 - 10,000 gpm - Phasing - Headloss Gradient P-1116 - Site 1 - 10,000 gpm - Phasing - Velocity P-509 - Site 1 - 10,000 gpm - Phasing - Headloss Gradient P-509 - Site 1 - 10,000 gpm - Phasing - Velocity P-1111 - Site 1 - 10,000 gpm - Phasing - Headloss Gradient P-1111 - Site 1 - 10,000 gpm - Phasing - Velocity P-47 - Site 1 - 10,000 gpm - Phasing - Headloss Gradient P-47 - Site 1 - 10,000 gpm - Phasing - VelocityFlow (gpm)5,000.000 4,000.000 3,000.000 2,000.000 1,000.000 0.000 -1,000.000 -2,000.000 -3,000.000 -4,000.000 Time (hours) 72.0060.0048.0036.0024.0012.000.00Slope (ft/1000ft)10.000 8.750 7.500 6.250 5.000 3.750 2.500 1.250 0.000 Velocity (ft/s)7.00 6.00 5.00 4.00 3.00 2.00 1.00 0.00 Feasibility Study Water Treatment Plant City of Lino Lakes, MN WSB Project No. 015822-000 APPENDIX E Cost Tables ITEM UNIT QTY.UNIT COST COST GENERAL CONDITIONS LS 1 $300,000 $300,000 BONDS & INSURANCE LS 1 $180,000 $180,000 OFFICE TRAILERS & UTILITIES LS 1 $120,000 $120,000 MOBILIZATION LS 1 $300,000 $300,000 SUBMITTALS LS 1 $120,000 $120,000 O&M MANUALS LS 1 $30,000 $30,000 OPERATOR TRAINING LS 1 $18,000 $18,000 PLANT START-UP & CHECKOUT LS 1 $36,000 $36,000 CLEARING AND GRUBBING LS 1 $6,000 $6,000 EROSION CONTROL LS 1 $33,600 $33,600 EARTHWORK LS 1 $1,088,400 $1,088,400 STRUCTURAL LS 1 $3,708,000 $3,708,000 ARCHITECTURAL LS 1 $2,997,600 $2,997,600 HVAC/PLUMBING LS 1 $1,215,000 $1,215,000 PROCESS LS 1 $3,357,600 $3,357,600 ELECTRICAL & SCADA INTEGRATION LS 1 $2,016,000 $2,016,000 REMOVE EXISTING 16-INCH DIP WATERMAIN LF 400 $12 $4,800 REMOVE EXISTING 12-INCH PVC SANITARY SEWER LF 450 $8 $3,600 REMOVE EXISTING MANHOLE EACH 1 $500 $500 12-INCH PVC SANITARY SEWER LF 450 $58 $26,100 48-INCH DIAMETER SANITARY MANHOLE EACH 1 $3,600 $3,600 CONNECT TO EXISTING MANHOLE EACH 2 $2,000 $4,000 CONNECT TO EXISTING WATERMAIN EACH 2 $2,500 $5,000 REMOVE EXISTING 10-INCH DIP WATERMAIN LF 800 $12 $9,600 REMOVE EXISTING 12-INCH DIP WATERMAIN LF 320 $12 $3,840 12-INCH DIP RAW WATERMAIN & SURFACE RESTORATION LF 300 $105 $31,500 16-INCH HDPE RAW WATERMAIN (DIRECTIONAL DRILLED)LF 900 $310 $279,000 20-INCH HDPE RAW WATERMAIN (DIRECTIONAL DRILLED)LF 900 $330 $297,000 24-INCH DIP RAW WATERMAIN LF 700 $240 $168,000 HYDRANT ASSEMBLY EACH 8 $5,500 $44,000 SUB-TOTAL $16,406,740 CONTINGENCY (10%)$1,640,674 SUB-TOTAL $18,047,414 INDIRECT COSTS (10%)$1,804,741 SUB-TOTAL $19,852,155 LAND PURCHASE COST $180,000 TOTAL WATER TREATMENT PLANT $20,032,155 16-INCH HDPE WATERMAIN (DIRECTIONAL DRILLED)LF 7,800 $310 $2,418,000 SUB-TOTAL $2,418,000 CONTINGENCY (10%)$241,800 SUB-TOTAL $2,659,800 INDIRECT COSTS (15%)$398,970 TOTAL $3,058,770 REMOVE EXISTING WATERMAIN LF 1,110 $12 $13,320 12-INCH DIP WATERMAIN & SURFACE RESTORATION LF 1,110 $105 $116,550 SUB-TOTAL $129,870 CONTINGENCY (10%)$12,987 SUB-TOTAL $142,857 INDIRECT COSTS (25%)$35,714 TOTAL $178,571 REMOVE EXISTING WATERMAIN LF 2,380 $12 $28,560 12-INCH DIP WATERMAIN & SURFACE RESTORATION LF 2,380 $105 $249,900 16-INCH HDPE WATERMAIN (DIRECTIONAL DRILLED)LF 3,300 $310 $1,023,000 SUB-TOTAL $1,301,460 CONTINGENCY (10%)$130,146 SUB-TOTAL $1,431,606 INDIRECT COSTS (15%)$214,741 TOTAL $1,646,347 16-INCH HDPE WATERMAIN (DIRECTIONAL DRILLED)LF 10,000 $310 $3,100,000 SUB-TOTAL $3,100,000 CONTINGENCY (10%)$310,000 SUB-TOTAL $3,410,000 INDIRECT COSTS (15%)$511,500 TOTAL $3,921,500 ITEM UNIT QTY.UNIT COST COST EQUIPMENT MAINTENANCE LS 1 $53,736 $53,736 BUILDING MAINTENANCE LS 1 $6,000 $6,000 ELECTRIC LS 1 $4,800 $4,800 HEATING, COOLING & DEHUMIDIFICATION LS 1 $20,000 $20,000 HIGH SERVICE PUMPING (30 ft of additional pumping head)LS 1 $7,900 $7,900 SODIUM PERMANGANATE LS 1 $13,500 $13,500 CHLORINE LS 1 $1,500 $1,500 PROPERTY INSURANCE LS 1 $10,000 $10,000 TOTAL ANNUAL $117,436 PER 20 YEARS $2,348,720 PER 20 YEARS WITH 3.5% INFLATION RATE $3,323,439 OPTION 3: IMPLEMENT TREATMENT WATER TREATMENT PLANT ESTIMATED ANNUAL O&M COST PHASE 2 WATERMAIN PHASE 4 WATERMAIN PHASE 3 WATERMAIN WELL NO. 7 & 8 RAW WATERMAIN RAW WATERMAINS FROM WELLS ESTIMATED WATER AVAILABILITY CHARGE (WAC) & WATER RATE INCREASE WATER TREATMENT PLANT WELL NO. 7 & 8 RAW WATERMAIN PHASE 2 WATERMAIN PHASE 3 WATERMAIN PHASE 4 WATERMAIN 20-YEAR CAPITAL COST $20,032,155.40 $3,058,770.00 $178,571.25 $1,646,346.90 $3,921,500.00 20-YEAR LOAN INTEREST (1.5%)$3,303,597.25 $504,436.19 $29,449.03 $271,506.83 $646,713.06 20-YEAR O&M COST $3,323,438.80 $0.00 $0.00 $0.00 $0.00 20-YEAR TOTAL COST WITH LOAN INTEREST $26,659,191.45 $3,563,206.19 $208,020.28 $1,917,853.73 $4,568,213.06 WAC FRACTION 25%25%25%25%25% 20-YEAR WAC COST $6,664,797.86 $890,801.55 $52,005.07 $479,463.43 $1,142,053.27 20-YEAR WAC CONNECTIONS (MET COUNCIL)3,300 3,300 3,300 3,300 3,300 20-YEAR COST PER WAC $2,019.64 $269.94 $15.76 $145.29 $346.08 WATER RATE FRACTION 75%75%75%75%75% 20-YEAR WATER RATE COST $19,994,393.59 $2,672,404.64 $156,015.21 $1,438,390.30 $3,426,159.80 20-YEAR WATER PUMPED (MILLION GALLONS)14,020 14,020 14,020 14,020 14,020 HISTORICAL WATER DELIVERED / WATER PUMPED 98.4%98.4%98.4%98.4%98.4% 20-YEAR WATER SALES (MILLION GALLONS)13,796 13,796 13,796 13,796 13,796 20-YEAR COST PER 1,000 GAL $1.45 $0.19 $0.01 $0.10 $0.25 WS – Item 2 WORK SESSION STAFF REPORT Work Session Item No. 2 Date: July 6, 2020 To: City Council From: Rick DeGardner, Public Services Director Re: Watering Restrictions Update Background The Public Services Department continues its effort to keep the level of manganese in the water supply low by only running wells that produce water with the lowest manganese levels. Warmer outdoor temperatures are increasing demand for water, primarily to water lawns. Consequently, other wells producing water with higher levels of manganese have been needed to meet the higher water demands between 6:00am-10:00am. During the June City Council work session, staff presented three options for consideration in our efforts to reduce water demand over the next several months. The City Council concurred with staff to expand the daily watering ban to 6:00am - 6:00pm. The rationale for this is because the highest volume demand for water occurs in the early morning hours. This results in the need to turn on additional (higher manganese levels producing) wells. Reducing the daily peak water demand should minimize the frequency/duration of operating higher manganese producing wells. The MDH recommended health guidelines for manganese are as follows: 1) If you have an infant who drinks tap water or drinks formula made with tap water, a safe level of manganese in your water is 100 parts per billion (ppb) or less. 2) If you have an infant who never drinks tap water or formula made with tap water, a safe level of manganese in your water is 300 ppb or less. 3) If everyone is more than one year old, a safe level of manganese in your water is 300 ppb or less. Regular monitoring during June shows a slight increase in the average ppb. MONTH # READINGS AVERAGE -PPB HIGH- PPB LOW-PPB June, 2020 22 148 250 65 May, 2020 20 128 196 78 April, 2020 22 101 154 56 March, 2020 22 96 160 67 February, 2020 19 102 144 52 January, 2020 20 110 148 67 December, 2019 17 151 331 117 Staff is not recommending any additional watering restrictions at this time. City staff will continue awareness efforts to educate all municipal water supply consumers the importance of limiting water use to help keep manganese levels down. For example, we have sent out informational emails to HOA’s requesting they forward the information to all members. Door tags have been placed when staff observes residences/businesses not complying with the current water restrictions. Requested Council Direction For informational purposes only WS – #3 WORK SESSION STAFF REPORT Work Session Item No. 3 Date: July 6, 2020 To: City Council From: Katie Larsen, City Planner Re: Laborer’s Training Center (2350 Main Street) Background Staff will present the following July 13, 2020 Council regular agenda items: Item 6A Laborer’s Training Center is proposing a 37,284 sf training facility to the east of the existing facility. A conditional use permit is required for 2 or more buildings on the same lot. A Site Improvement Performance Agreement is also required. Item 6B Related to the Laborer’s Training Center project, a portion of the Elmcrest Avenue is proposed to be vacated. A public hearing is required. WSB will be presenting this item on July 13th as a separate agenda item. Attachments 1. July 13, 2020 Agenda Item 6A 2. July 13, 2020 Agenda Item 6B (To Follow) Requested Council Direction None. Discussion Only. 1 CITY COUNCIL AGENDA ITEM 6A STAFF ORIGINATOR: Katie Larsen, City Planner MEETING DATE: July 13, 2020 TOPIC: Laborer’s Training Center (2350 Main Street) i. Consider Resolution No. 20-68 Approving Conditional Use Permit ii. Consider Resolution No. 20-69 Approving Site Improvement Performance Agreement VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting City Council consideration of a Conditional Use Permit and Site Improvement Performance Agreement for Laborer’s Training Center located at 2350 Main Street. Complete Application Date: May 18, 2020 60-Day Review Deadline: July 17, 2020 120-Day Review Deadline: September 15, 2020 Environmental Board Meeting: May 27, 2020 Park Board Meeting: N/A Planning & Zoning Board Meeting: June 10, 2020 Tentative City Council Work Session: July 6, 2020 Tentative City Council Meeting: July 13, 2020 BACKGROUND Laborer’s Training Center (LTC) is located at 2350 Main Street. The applicant is proposing to construct a 37,284 sf training facility to the east of the existing facility. The Land Use Application is for the following: • Conditional Use Permit o Two (2) or more buildings on the same lot • Site and Building Plan Review 2 • Street Vacation This staff report is based on the followings plan sets: • Civil Plan Set prepared by Barr Engineering Co. dated May 11, 2020 • Architectural Plan Set prepared by Architecture Advantage dated May 11, 2020 • Boundary Survey prepared by Sunde Land Surveying dated April 17, 2019 • Stormwater Management Plan prepared by Barr Engineering Co. dated May 2020 • Wetland Delineation Report prepared by Barr Engineering Co. dated August 2019 • Street Vacation Exhibit prepared by Sunde Land Surveying dated May 7, 2020 ANALYSIS Background Per the applicant’s narrative, Laborer’s Training Center (LTC) offers construction industry vocation training at their Lino Lakes facility located at 2350 Main Street. LTC has been at this location since 1993 and has outgrown their current working/training bays, classrooms and storage space. A second stand-alone training facility is proposed with related driveways, parking lots and stormwater management ponds creating a campus to serve all trainees and union members. The building is proposed to be constructed in 2 phases. Existing Site Conditions The existing site is approximately 18 acres; however, the southern half of the site is generally composed of wetlands and wooded open space that will not be impacted by development. A grassy “nature” trail also exists on the southern half of the site. The current training facility is approximately 40, 000 sf and has an outdoor training area to the east. A few small ponds exist on site. The site is relatively flat. The elevation at the north end is 920 EL and gradually slopes south to the lowest elevation in the southeast corner at 906 EL. A 66 foot wide pipeline easement bisects the northeast corner of the site. A portion of 24th Avenue/Elmcrest Avenue road right-of-way exists along the east boundary line. A portion of this is proposed to be vacated. The vacation application will be reviewed separately. Per the Stormwater Management Plan and Geotechnical Exploration Report, soils are sandy lean clay, classified as B/D or C/D. Groundwater was not encountered while drilling soil borings to depths of 7 feet. Zoning and Land Use The property is zoned LI, Light Industrial and allows for two (2) or more buildings on the same lot with a conditional use permit. 3 Current Zoning LI, Light Industrial Current Land Use Industrial Future Land Use per CP Industrial Utility Staging Area 1A=2008-2015 Surrounding Zoning and Land Use Direction Zoning Current Land Use Future Land Use North GB, General Business Vacant Commercial Commercial East PUD, Planned Unit Development Residential Townhomes (Victor Gardens, City of Hugo) Mixed Use South LI, Light Industrial Vacant Industrial Industrial West LI, Light Industrial Industrial Industrial Site and Building Plan Review Site Plan The site plan proposes a second, stand-alone 37,284 sf training facility being constructed to the east of the existing facility. The new facility will be constructed in 2 phases. Phase 1 is approximately 24,977 sf and Phase 2 is 12,307 sf. There is no dedicated timeline for the Phase 2 construction. All utilities and parking lots will be constructed in Phase 1. A west storm water pond south of the exiting parking lot and an east pond south of the new facility are proposed. A new 91 stall parking lot south of the existing building will connect with the existing parking lot and a new driveway will ingress/egress to the east at the current driveway location. A Site Plan Review Worksheet detailing setbacks and performance standards has been completed. Overall, the proposed campus expansion and parking lot meet setback and performance standard requirements. Lot Size & Setbacks LI Requirements LTC Min. Lot Size 1 acre 18 acres Min. Lot Width -Interior Lot 100 ft 600+ft 4 -Corner Lot NA NA Building Setback -From Streets --Local Street NA NA --Collector or Arterial 50ft 265 ft --Corner lot NA NA -Rear --Principal 15 ft 850+ ft --Accessory 10 ft NA -Side (east) --Principal1 75 ft 75 ft --Accessory 10 ft NA -Side (west) --Principal 10 ft 165 ft --Accessory 10 ft NA Buffer 40ft if side or rear lot abuts residential 40ft buffer provided along east lot line 1Per the LI, Light Industrial District, industrial building setback from residential properties is 75 ft. Architectural Plans and Exterior Building Materials The new building is designed to look like the existing building in order to create a campus like setting. Per the architectural plan set prepared by Architecture Advantage dated May 11, 2020, the exterior materials of the building include reddish brown rockface CMU, light beige rockface CMU accent bands and cream metal fascia & standing seam roof. The exterior materials meet the ordinance requirements of material types, colors and percentages. The building floor plan is 37,284 sf and consists of three (3) working bays, two (2) shop areas, six (6) classrooms, several offices, 100 seat auditorium, storage, toilet rooms, utility rooms and hallways. A second floor mezzanine is proposed over the working bays. The new facility will be constructed in 2 phases. Phase 1 is approximately 24,977 sf and Phase 2 is 12,307 sf. There is no dedicated timeline for the Phase 2 construction. The building height is 32’ 8” to the peak of the roof which is less than the maximum allowed 45 feet. 5 A new trash enclosure is proposed to serve both the existing and new building. Construction details provided on Sheet A4 indicate reddish brown and light beige rockface CMU to match the existing and proposed building. The gate is corrugated galvanized steel. The enclosure is 7 feet in height. The trash enclosure meets performance standards. Mechanical equipment is located inside the building. Open and Outdoor Storage No open and outdoor storage is allowed without an approved conditional use permit for such use. The existing materials that have been stored outside will now be stored inside the new building. Outdoor Lighting A photometric plan was submitted showing foot candle compliance at the property lines. Light fixtures on the both the building and 25ft high poles are down lit. Off-Street Parking Requirements The existing parking lot has163 parking stalls. The lot will be milled to full pavement thickness. 167 new parking stalls are also being added bringing the total of off-street parking stalls to 330 with 8 of them being ADA compliant. 105 stalls are required for an educational campus such as LTC. Parking requirements are met. A 20 ft wide bituminous driveway is proposed along the east and south side of the new building and connecting to Victor Path, a public road in the City of Hugo. There is an existing driveway with an Ingress and Egress Easement Per Doc. 1879078. There is one section of the driveway that is 17 ft wide where the new driveway in Lino Lakes connects with the existing driveway in Hugo. The Lino Lakes Fire Chief reviewed and approved the width. Elmcrest Avenue Street Vacation In September 2000 per Ordinance No. 13-00, the City vacated the Elmcrest Avenue 33 foot wide right-of-way immediately adjacent to the City’s corporate limits from 400 feet south of CSAH 14 (Main Street) to Cedar Street within the City of Lino Lakes and retained a permanent easement for drainage and utility purposes over said vacated right-of-way. This vacation was related to the Victor Gardens development in the City of Hugo. Per the September 11, 2000 Council staff report, the vacated portion started 400 feet south of Main Street in order to preserve the east driveway into the Laborer’s Training Center site. In 2003, an Ingress and Egress Easement Agreement between LTC and Rottland Company (aka Victor Gardens) was recorded that established a permanent 30 foot wide easement. With the proposed campus expansion and building construction, LTC is requesting 239 feet of the remaining right-of-way be vacated. The right-of-way is not needed since an Ingress and Egress Easement Agreement has been recorded. The vacation will also establish the required 75 foot building setback from the easterly property line vs. the road right-of-way line. 6 The road-of-way vacation will be presented to the City Council by the City Engineer as a separate staff report and action item. Grading Plan and Stormwater Management Per the Stormwater Management Plan prepared by Barr Engineering dated May 2020, two (2) stormwater ponds will provide rate control and water quality treatment for the site. Currently, per Figure 1, Existing Drainage Plan, there are 3 existing stormwater ponds and wetlands on site. Based on the high water table and soils with low permeability, infiltration is not possible on this site. The applicant has submitted an application to RCWD for review and approval. A separate public drainage and utility easement extending 10 feet from the high water level (HWL) shall be recorded over the stormwater ponds. Public Utilities The existing building is served by an 8” municipal watermain and an 8” municipal sanitary sewer located along CSAH 14 (Main Street). The new building will be connected to the municipal services as well. The watermain will extend along the south and east side of the building to provide fire protection. Tree Preservation and Mitigation Standards The Environmental Coordinator and Environmental Board reviewed the tree preservation and landscaping plans. Per the May 27, 2020 Environmental Board staff report: The purpose of these standards is to protect valuable trees and stands of vegetation while not interfering with landowners’ reasonable use and development of property. The goal is to minimize unnecessary loss of habitat, biodiversity, and forest resources and to replace removed trees in areas where tree cover is most critical. There are 124 trees slated for removal. 112 new trees are proposed. Clarification will have to be provided on numbers of trees in basic use areas, which will not require mitigation, and trees that will have to be mitigated for. Open Areas Landscape Standards The purpose of these standards is to provide general site beautification and high aesthetic quality with a mix of plant materials in open areas. Open area landscape standards call for 1 large tree and 3 large shrubs per 2000 sq.ft. There is 70,293 sq. ft. of open space that requires 36 large trees and 106 large shrubs. 102 large trees, 11 medium trees, 61 large shrubs, and 68 medium shrubs have been provided. Open areas landscape standards have been met. 7 Buffer and Screen Standards The purpose of this requirement is to separate and buffer different land use types, screen roads and parking, and screen utility and loading areas. Continuous, year-round planting screens require at the minimum a double row of plants with triangulated spacing. Buffer and screen standards are not currently met, as the double row of triangulated plants is not continuous. Canopy Cover Canopy cover standards call for a minimum of 40% canopy coverage. Canopy coverage values are calculated per tree based on the anticipated size 15 years after planting, and the distance to hardscape edge from the planting location. Per the landscape plans, 33,322 sq. ft. of canopy cover is required and 38,650 sq. ft. is provided. Canopy cover requirements have been met. Foundation Landscaping The purpose of these standards is to soften and enhance building architecture, define access points, add color and seasonal interest, and to blend buildings in with the natural environment. Per ordinance, 2 large trees and 6 large shrubs are required per 100 linear feet of building. These plants should be within 30 feet of the building. For 440 linear feet of foundation, 9 large trees and 27 large shrubs are required for the north and east building faces. Nine (9) large trees, 3 large shrubs, and 50 medium shrubs have been provided. Foundation Landscape requirements have been met. Sod and Ground Cover Standards All areas not otherwise improved in accordance with the approved site plans shall have a minimum depth of 4 inches of topsoil and be sodded including boulevard areas. Seed may be provided in lieu of sod in certain cases, including when the area is adjacent to natural areas or wetlands. The applicant is proposing to provide 6 inches of topsoil and MnDOT seed mix 25-131 in place of sod over 53,973 sq. ft. This mix is low maintenance turf grass which is salt, shade, and drought tolerant and requires less frequent mowing and less fertilization than conventional turf grass. Areas around stormwater ponds totaling 16,320 sq. ft. will be seeded with MnDOT 33-261, Stormwater South and West, which is a native mix of grasses, forbs, sedges, and rushes for stormwater pond edges. Signage A Sign Permit Application and sign plans shall be submitted for any wall or ground mount signage. 8 Impervious Surface Coverage The LI, Light Industrial zoning district allows for 75% impervious surface coverage. The proposed impervious surface is 5.62 acres or 30.2% which meets ordinance requirements. Impervious Surface Coverage Total Parcel Size 18.6 acres Existing Impervious 3.59 acres (19.3%) Proposed Impervious 5.62 acres (30.2%) Traffic Study A traffic study is not required. CSAH 14 (Main Street) is an A-Minor Arterial Connector Road and is capable of handling the additional traffic volume proposed by the expansion. The easterly driveway to Victor Path is an access road currently used for delivery trucks approximately once a week. The driveway also provides for emergency access if necessary. LTC anticipates approximately 200 people taking classes each day, with the majority of classed being held in the evening. LTC does host 3 special events throughout the year and receives traffic assistance from the Lino Lakes Police Department. Students and staff will enter and leave the site via Main Street. Public Land Dedication Park land dedication and/or fees are not required. This is an existing lot of record and not being subdivided. Alternative Urban Areawide Review (AUAR) The site is within the 2005 I-35E Corridor AUAR environmental review boundary. The AUAR was updated in May 2020. The AUAR identified this site as industrial in all 3 land use scenarios. The LTC campus expansion project is consistent with industrial development. No further environmental assessment is required. Wetlands A Wetland Delineation Report was prepared by Barr Engineering dated August 14, 2019. A WCA Notice of Decision for the wetland delineation was issued by RCWD on October 8, 2019. Three (3) wetlands were delineated within the site totaling 7.52 acres. The majority of the wetlands are located in the northeast corner of the site and the southern half of the site. Five (5) other areas on site have wetland characteristics, but were known to have been created during the 1998 and 1999 permitting and approvals process for a building expansion project. A joint application has been submitted to RCWD and USACE to request approval of these areas as incidental wetlands and not regulated under Mn WCA. The only wetland impacts proposed are within the incidental wetlands and therefore, no mitigation is required. 9 The wetlands are within the Wetland Management Corridor and conservation easement and wetland buffers are required. The applicant proposes a 25 foot buffer. This will be reviewed and approved by RCWD. As part of the 1999 building expansion project, a Declaration of Restrictions and Covenants (DORC) was recorded over the wetlands. This is shown on the survey. A separate public drainage and utility easement covering the delineated wetland, conservation easement and WMC buffer shall be drafted and recorded against the property. Shoreland District The parcel is not located within the Shoreland District. Floodplain There are no floodplains located on site. Comprehensive Plan Resource Management System The Resource Management System Plan goal of preserving surface water quality is supported by the construction of stormwater management BMP’s such as curb, gutter and NURP pond. Land Use Plan The Comprehensive Plan guides this property for industrial use. The proposed LTC campus expansion project is consistent with industrial land use. Housing Plan The goals and policies of Housing Plan are not negatively impacted by the proposed LTC campus expansion project. Transportation Plan Goals of the Transportation Plan are to ensure that street and roads are as safe as possible. CSAH 14 (Main Street) is an A-Minor Arterial Connector Road and is capable of handling the additional traffic volume proposed by the LTC campus expansion project. The driveway to Victor Path is for weekly truck deliveries and emergency access. Sanitary Sewer and Water Supply Plan An 8” sanitary sewer main and 8” watermain along CSAH 14 (Main Street) provide public utilities to the site and building. The sanitary sewer and water supply system have capacity for the LTC campus expansion project. 10 Anoka County Highway Department Staff distributed materials to Anoka County Highway Department, but has not received any comments yet. We do not anticipate any issues since this is an existing access onto an arterial connector road. Public Safety Comments The Fire Division reviewed the proposed campus, parking lot and driveway expansion. They commented that the east driveway needs to be able to support fire trucks and emergency vehicles. The Police Division reviewed the plans and had no issues that needed to be addressed. Environmental Board The Environmental Board reviewed the project on May 27, 2020 and recommended approval with conditions. Those conditions are summarized in the Environmental Memo dated May 29, 2020. Storm Water Maintenance Agreement The stormwater maintenance for public facilities will be covered under the City’s Programmatic Stormwater Management Agreement. Site Improvement Performance Agreement A Site Improvement Performance Agreement is required. Planning and Zoning Board The Planning & Zoning Board held a public hearing on June 10, 2020. There were no public comments. The Board recommended approval with a 7-0 vote with conditions detailed in Resolution No. 20-68. Findings of Fact Council Resolution No. 20-68 details the Conditional Use Permit Findings of Fact. RECOMMENDATION Staff and Boards recommend approval of the conditional use permit for Laborer’s Training Center. ATTACHMENTS 1. Civil, Architecture and Survey Plans 2. Resolution No. 20-68 11 3. Resolution No. 20-69 4. Site Improvement Performance Agreement (To Follow) REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 EPF MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN TITLE SHEET, PROJECT LOCATION, AND SHEET INDEX 23/02-1079.00 - G-01 A05/11/20 42012 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION MICHELLE KIMBLE CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 PROPERTY LINE GENERAL NOTES: 1.TOPOGRAPHIC SURVEY INFORMATION SHOWN IN THIS PLAN SET DATA FROM: SURVEY CONDUCTED BY SUNDE LAND SURVEYING IN APRIL 2019. 2.IMAGERY; COPYRIGHT PICTOMETRY INTERNATIONAL CORP AND ANOKA COUNTY, MINNESOTA, 2017. 3.HORIZONTAL DATUM AND COORDINATE SYSTEM: ANOKA COUNTY COORDINATES, NAD83 HARN, US SURVEY FEET. 4.VERTICAL DATUM: NAVD88. LABORERS TRAINING CENTER GOPHER STATE ONE CALL: CALL BEFORE YOU DIG. 1-800-252-1166 MAIN STREET 1 - PLAN: PROJECT LOCATION N 0 200 400 SCALE IN FEET . . . . TITLE SHEET, PROJECT LOCATION, AND SHEET INDEXG-01 G-02 C-06 . . . . GRADING AND STORMWATER PLAN - EASTC-02 C-01 C-03 C-07 C-08 C-05 C-04 G-03 ENGINEER CONTACT: Michelle Kimble, PE Barr Engineering Co. 4300 MarketPointe Dr. Minneapolis, MN 55435 952-832-2724 mkimble@barr.com OWNER'S REPRESENTATIVE CONTACT: Dean Mills Laborers Training Center 2350 Main Street Lino Lakes, MN 55038 651-653-6710 millsd@ltcmn.org CONTACTS: . . . . RESTORATION PLAN EAST R-01 . . . . PLANTING PLANS - NEW BUILDING R-03 G-04 G-05 . . . . OVERALL SITE PLAN . . . . STORM WATER POLLUTION PREVENTION PLAN - PAGE 1 R-02 PROJECT LOCATION ANOKA COUNTY LINO LAKES, MN.OTTER LAKE RD.PHELPS RD.VICTOR HUGO BLVD.. . . . EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL PLAN - NORTH . . . . EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL PLAN - SOUTH . . . . EROSION CONTROL DETAILS . . . . GRADING AND STORMWATER PLAN - WEST . . . . GRADING AND STORMWATER PLAN - NORTH . . . . SANITARY SEWER SERVICE PROFILE . . . . WATER SERVICE PROFILE . . . . PAVING PLAN VICTOR PATH24TH AVE. NORTH. . . . OVERALL RESTORATION PLAN . . . . RESTORATION PLAN WEST . . . . RESTORATION PLAN NORTHR-04 R-05 . . . . STORM WATER POLLUTION PREVENTION PLAN - PAGE 2 C-09 C-10 . . . . POND SECTIONS AND DETAILS . . . . STORM SEWER PLAN AND PROFILES D-01 D-03 D-02 . . . . UTILITY DETAILS . . . . PAVING DETAILS . . . . ELECTRIC DETAILS E-01 E-02 . . . . SITE ELECTRIC AND PHOTOMETRIC PLAN 2300 MAIN STREET CITY LIMITS CITY OF LINO LAKES CITY OF HUGO RESIDENTIAL TOWNHOMES D-04 . . . . UTILITY DETAILS CADD USER: MICHELLE KIMBLE FILE: M:\DESIGN\23021079.00\23021079_G-01.DWG PLOT SCALE: 1:2 PLOT DATE: 5/11/2020 9:18 AM. . . . SANITARY AND WATER SERVICES PLAN . . . . ACCESS ROAD PROFILEC-11 . . . . RESTORATION DETAILSR-06 . . . . MEZZANINE PLANA2 . . . . FLOOR PLANA1 . . . . EXTERIOR ELEVATIONSA3 . . . . SHEET 1 SURVEYS1 . . . . SHEET 2 SURVEYS2 R-00 . . . . RESTORATION COVER SHEET . . . . WATER AND SANITARY DETAILSD-05 . . . . WATER AND SANITARY DETAILSD-06 . . . . WATER AND SANITARY DETAILSD-07 SSWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WTWTWTWTWT W T WTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WTWTWTWTWTWTWTWTWTWTWT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUEUEUEUEUEUEUEUEUEUEUEUECATV CATV CATV UE UE UE UE UE UE UE UE UE UE UE CATVCATVCATVCATVCATVCATVCATVCATVSS SS SS SS SS S SSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE11" ASH 6" ASH 7" PINE 5" PINE 5" PINE 8" PINE 6" PINE6" MPL 6" MPL4" MPL 8" ASH 8" MPL 4" MPL12" PINE 15" MPL 18" ASH 11" ASH18" ASH 21" MPL 11" PINE 11" PINE 12" PINE 8" ASH WTWTWTWTWT WT WT WT WT WTWTWTWT920920 920920 920920920920920920920920920920 920920 9209209149149149149149149149149 1 4 9 1 4 914914 914914916916916916916916916916916916916916 916916916916918918 918918 918918 918918918918918918918918 918918 918918922922922922922922 922922 920920 918918 918918 XXXXXXXXXXREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 EPF MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL PLAN - NORTH 23/02-1079.00 - G-04 A05/11/2020 42012 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION MICHELLE KIMBLE CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 MAIN STREET 1 - PLAN: EXISTING CONDITIONS, REMOVAL, AND EROSION CONTROL - NORTH N04080 SCALE IN FEET LEGEND SILT FENCE CONSTRUCTION LIMITS PROPERTY LINE CONSTRUCTION ENTRANCE EXISTING 10' CONTOUR EXISTING 2' CONTOUR PROTECT EXISTING TREES, TYP. PROTECT EXISTING WETLAND MATCH LINE - SHEET G-05 REMOVE LIGHT POLE REMOVE CATCH BASIN REMOVE LIGHT POLES (2) REMOVE LIGHT POLE PROTECT EXISTING LIGHTS AND SIGNS EXISTING BITUMINOUS, MILL TO FULL PAVEMENT THICKNESS EROSION & SEDIMENT CONTROL NOTES: 1.INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBANCE OR CONSTRUCTION ACTIVITIES. 2.BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE PRIOR TO COMMENCING ANY CLEARING/GRUBBING, REMOVAL, OR EARTHWORK ACTIVITIES. USE 2 INCH OR GREATER DIAMETER ROCK IN A LAYER AT LEAST 6 INCHES THICK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET INTO THE CONSTRUCTION ZONE USING A GEO-TEXTILE FABRIC BENEATH THE AGGREGATE TO PREVENT MIGRATION OF SOIL INTO THE ROCK FROM BELOW. 3.REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. AT A MINIMUM REMOVAL SHALL BE ONCE DAILY. SWEEPING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION AND DONE IN A MANNER TO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES. 4.INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH BASIN INLETS WHICH RECEIVE RUNOFF FROM THE DISTURBED AREAS. CONTRACTOR SHALL CLEAN, REMOVE SEDIMENT, OR REPLACE STORM DRAIN INLET PROTECTION DEVICES ON A ROUTINE BASIS SUCH THAT THE DEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RAIN EVENT. SEDIMENT DEPOSITED IN AND/OR PLUGGING DRAINAGE SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. HAY BALES OR FILTER FABRIC WRAPPED GRATES ARE NOT ALLOWED FOR INLET PROTECTION. 5.LOCATE SOIL OR DIRT STOCKPILES NO LESS THAIN 25 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. 6.MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 7.TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS WHICH HAVE UNDERGONE FINAL GRADING, AND ALL AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER. STABILIZATION TO BEGIN IMMEDIATELY AND BE COMPLETED WITHIN 14 DAYS. USE SEED AND MULCH, EROSION CONTROL MATTIING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL, NON-BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE SITE HAS UNDERGONE FINAL STABILIZATION WITH PERMANENT VEGETATION ESTABLISHMENT. FINAL STABILIZATION FOR PURPOSES OF THIS REMOVAL IS 70% ESTABLISHED COVER OVER DENUDED AREA. 8.CHANGES TO APPROVED EROSION CONTROL PLAN MUST BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. CONTRACTOR TO PROVIDE INSTALLATION AND DETAILS FOR ALL PROPOSED ALTERNATE TYPE DEVICES. 9.IF DEWATERING OR PUMPING OF WATER IS NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS AND/OR APPROVALS PRIOR TO DISCHARGE OF ANY WATER FROM THE SITE. IF THE DISCHARGE FROM THE DEWATERING OR PUMPING PROCESS IS TURBID OR CONTAINS SEDIMENT LADEN WATER, IT MUST BE TREATED THROUGH THE USE OF SEDIMENT TRAPS, VEGETATIVE FILTER STRIPS, OR OTHER SEDIMENT REDUCING MEASURES SUCH THAT THE DISCHARGE IS NOT VISIBLY DIFFERENT FROM THE RECEIVING WATER. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AT THE DISCHARGE POINT TO PREVENT SCOUR EROSION. 10.INSTALL SEED, EROSION CONTROL BLANKET, MULCH, AND OTHER REVETMENT IN ACCORDANCE WITH DESIGN DRAWING SHEETS D-01, R-01, R-02, R-03, R-04, R-05, AND R-06. 11.BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATER THAN 6" DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION. SEE SHEET R-04 FOR TREE REPLACEMENT REQUIREMENTS. REMOVE 48 LF 18" RCP REMOVE FLARED END SECTION REMOVE 45 LF 12" RCP REMOVE FLARED END SECTION REMOVE 67 LF 12" RCP REMOVE FLARED END SECTION VICTOR PATH LABORER'S TRAINING CENTER SS SS SAN SAN GAS GAS W W WT WT OE OE UE UE CATV CATV EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING GAS LINE EXISTING WATER MAIN EXISTING WETLAND EXISTING OVERHEAD ELECTRIC EXISTING TREE TO PROTECT EXISTING UNDERGROUND ELECTRIC EXISTING BURIED CABLE LINE EXISTING TREE FOR REMOVAL REMOVE EXISTING GRAVEL ROCK CONSTRUCTION ENTRANCE SEE 4 D-01 INLET PROTECTION SEE 2 D-01 SILT FENCE, SEE INLET PROTECTION SEE 2 D-01 INLET PROTECTION SEE 2 D-01 APPROXIMATE SOIL BORING LOCATIONSSB-1 SB-1 SB-2 SB-3 SB-4 EXISTING EASEMENT LIMITS REMOVE LIGHT POLE SAWCUT AND REMOVE CONCRETE WALK TO NEAREST JOINT ROCK CONSTRUCTION ENTRANCE SEE 4 D-01 REMOVE BITUMINOUS ROAD REMOVE CONCRETE REMOVE CONCRETE AND STORAGE CONTAINERS. COORDINATE WITH OWNER REMOVE 50 LF 15" CMP CULVERT AND END SECTIONS REMOVE CURB AND GUTTER REMOVE CATCH BASIN CASTING SAWCUT AND REMOVE CONCRETE CURB AND GUTTER REMOVE EXISTING FLARED END SECTION REMOVE 21 LF 12" RCP CADD USER: MICHELLE KIMBLE FILE: M:\DESIGN\23021079.00\23021079_G-04.DWG PLOT SCALE: 1:2 PLOT DATE: 5/9/2020 10:39 AMEXISTING CURB AND GUTTER, PROTECT EXISTING CURB AND GUTTER, NOT TO BE REMOVED SAWCUT AND REMOVE CONCRETE CURB AND GUTTER SAWCUT AND REMOVE CONCRETE CURB AND GUTTER SAWCUT AND REMOVE CONCRETE CURB AND GUTTER SAWCUT AND REMOVE CONCRETE WALKWAY TO NEAREST JOINT SAWCUT AND REMOVE CONCRETE CURB AND GUTTER TREE PROTECTION FENCE ( SEE DETAIL 6/D-01 )X TREE PROTECTION FENCE, TYP., SEE 6 D-01 TREE PROTECTION FENCE, TYP., SEE 6 D-01 PROTECT EXISTING TREES, TYP. REMOVE LIGHT POLE REMOVE LIGHT POLEPROTECT EXISTING CONCRETE CURB AND GUTTER SILT FENCE, TYP. SEE 1 D-01 REMOVE (10) LARGE ARBOR VITAE SHRUBS & GRUB STUMPS CLEAR AND GRUB AT EXIST. POND CLEARING AND GRUBBING LIMITS, APPROX. EXISTING SHRUB TO PROTECT EXISTING SHRUB FOR REMOVAL CLEAR AND GRUB AREA (APPROX.) CLEAR AND GRUB AREA (APPROX.) 920 918 6 D-01 PROTECT EXISTING TREES, TYP. 6 D-01 1 D-01 SAWCUT AND REMOVE BITUMINOUS PAVEMENT PROTECT EXIST. CONCRETE APRONS PROTECT EXISTING WALL STRUCTURE REMOVE AND DISPOSE OF CONCRETE APRON CONSTRUCTION LIMITS, TYPICAL CONSTRUCTION LIMITS, TYPICAL PROTECT EXISTING WETLAND SS SS SSSSWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOEOEOE OE OE OE OE OE OE OE OE OE OEWTWTWTWTWTWT WTWTWTWTWTWTWTWTWTWTWTWTWT WT WTWTWTWTWTWTWTWT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTW T W T W T 912912912912912912912912 914914914914914914914914916916 916916916916916916916916916916910910908908912912 914914 916916 916916 916916 918918 918918918918 >>>>>>>>>>>>W W W>>>>>>>>XXXXX1 - PLAN: EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL - SOUTH N04080 SCALE IN FEET REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 EPF MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN EXISTING CONDITIONS, REMOVALS, AND EROSION CONTROL PLAN - SOUTH 23/02-1079.00 - G-05 A05/11/2020 42012 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION MICHELLE KIMBLE CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 SILT FENCE (TYP.) SEE PROTECT EXISTING TREES, TYP. MATCH LINE - SHEET G-04 PROTECT EXISTING WETLAND EXISTING GRASS TRAIL EXISTING EASEMENT LIMITS REMOVE 48" DIA. OUTLET STRUCTURE REMOVE 48" DIA.OUTLET STRUCTURE REMOVE 28 LF 12" RCP REMOVE EXISTING FLARED END SECTION REMOVE 20 LF 12" RCP REMOVE 10 LF 12" RCP CADD USER: MICHELLE KIMBLE FILE: M:\DESIGN\23021079.00\23021079_G-05.DWG PLOT SCALE: 1:2 PLOT DATE: 5/9/2020 11:30 AMLEGEND SILT FENCE CONSTRUCTION LIMITS PROPERTY LINE CONSTRUCTION ENTRANCE EXISTING 10' CONTOUR EXISTING 2' CONTOUR EXISTING BITUMINOUS, MILL TO FULL PAVEMENT THICKNESS SS SS SAN SAN GAS GAS W W WT WT OE OE UE UE CATV CATV EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING GAS LINE EXISTING WATER MAIN EXISTING WETLAND EXISTING OVERHEAD ELECTRIC EXISTING TREE TO PROTECT EXISTING UNDERGROUND ELECTRIC EXISTING BURIED CABLE LINE EXISTING TREE FOR REMOVAL APPROXIMATE SOIL BORING LOCATIONSSB-1 TREE PROTECTION FENCE ( SEE DETAIL 1/R-00 )X CLEARING AND GRUBBING LIMITS, APPROX. EXISTING SHRUB TO PROTECT EXISTING SHRUB FOR REMOVAL 920 918 EROSION & SEDIMENT CONTROL NOTES: 1.INSTALL PERIMETER EROSION CONTROL AT THE LOCATIONS SHOWN ON THE PLANS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBANCE OR CONSTRUCTION ACTIVITIES. 2.BEFORE BEGINNING CONSTRUCTION, INSTALL A TEMPORARY ROCK CONSTRUCTION ENTRANCE AT EACH POINT WHERE VEHICLES EXIT THE CONSTRUCTION SITE PRIOR TO COMMENCING ANY CLEARING/GRUBBING, REMOVAL, OR EARTHWORK ACTIVITIES. USE 2 INCH OR GREATER DIAMETER ROCK IN A LAYER AT LEAST 6 INCHES THICK ACROSS THE ENTIRE WIDTH OF THE ENTRANCE. EXTEND THE ROCK ENTRANCE AT LEAST 50 FEET INTO THE CONSTRUCTION ZONE USING A GEO-TEXTILE FABRIC BENEATH THE AGGREGATE TO PREVENT MIGRATION OF SOIL INTO THE ROCK FROM BELOW. 3.REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. AT A MINIMUM REMOVAL SHALL BE ONCE DAILY. SWEEPING SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE CONSTRUCTION AND DONE IN A MANNER TO PREVENT DUST BEING BLOWN TO ADJACENT PROPERTIES. 4.INSTALL INLET PROTECTION AT ALL PUBLIC AND PRIVATE CATCH BASIN INLETS WHICH RECEIVE RUNOFF FROM THE DISTURBED AREAS. CONTRACTOR SHALL CLEAN, REMOVE SEDIMENT, OR REPLACE STORM DRAIN INLET PROTECTION DEVICES ON A ROUTINE BASIS SUCH THAT THE DEVICES ARE FULLY FUNCTIONAL FOR THE NEXT RAIN EVENT. SEDIMENT DEPOSITED IN AND/OR PLUGGING DRAINAGE SYSTEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. HAY BALES OR FILTER FABRIC WRAPPED GRATES ARE NOT ALLOWED FOR INLET PROTECTION. 5.LOCATE SOIL OR DIRT STOCKPILES NO LESS THAIN 25 FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. 6.MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. 7.TEMPORARILY OR PERMANENTLY STABILIZE ALL CONSTRUCTION AREAS WHICH HAVE UNDERGONE FINAL GRADING, AND ALL AREAS IN WHICH GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER. STABILIZATION TO BEGIN IMMEDIATELY AND BE COMPLETED WITHIN 14 DAYS. USE SEED AND MULCH, EROSION CONTROL MATTIING, AND/OR SODDING AND STAKING IN GREEN SPACE AREAS. REMOVE ALL TEMPORARY SYNTHETIC, STRUCTURAL, NON-BIODEGRADABLE EROSION AND SEDIMENT CONTROL DEVICES AFTER THE SITE HAS UNDERGONE FINAL STABILIZATION WITH PERMANENT VEGETATION ESTABLISHMENT. FINAL STABILIZATION FOR PURPOSES OF THIS REMOVAL IS 70% ESTABLISHED COVER OVER DENUDED AREA. 8.CHANGES TO APPROVED EROSION CONTROL PLAN MUST BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. CONTRACTOR TO PROVIDE INSTALLATION AND DETAILS FOR ALL PROPOSED ALTERNATE TYPE DEVICES. 9.IF DEWATERING OR PUMPING OF WATER IS NECESSARY, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS AND/OR APPROVALS PRIOR TO DISCHARGE OF ANY WATER FROM THE SITE. IF THE DISCHARGE FROM THE DEWATERING OR PUMPING PROCESS IS TURBID OR CONTAINS SEDIMENT LADEN WATER, IT MUST BE TREATED THROUGH THE USE OF SEDIMENT TRAPS, VEGETATIVE FILTER STRIPS, OR OTHER SEDIMENT REDUCING MEASURES SUCH THAT THE DISCHARGE IS NOT VISIBLY DIFFERENT FROM THE RECEIVING WATER. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AT THE DISCHARGE POINT TO PREVENT SCOUR EROSION. 10.INSTALL SEED, EROSION CONTROL BLANKET, MULCH, AND OTHER REVETMENT IN ACCORDANCE WITH DESIGN DRAWING SHEETS R-01, R-02, AND R-03. 11.BOTH CONTRACTOR AND ENGINEER SHALL KEEP A LOG OF ALL TREES GREATER THAN 6" DIAMETER AT BREAST HEIGHT REMOVED DURING CONSTRUCTION. SEE SHEET R-04 FOR TREE REPLACEMENT REQUIREMENTS. CLEARING AND GRUBBING AREA (APPROX.) CLEARING AND GRUBBING AREA (APPROX.) 1 D-01 SILT FENCE (TYP.) SEE 1 D-01 SSSSSS SS WTWTWTWTWTW T WTWTWTWTWTWTWTWTWTWTWTWTWT WTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WTWTW W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS UEUEUEUEUEUEUEUEUEUEUEUECATVCATVCATVUEUEUEUEUEUEUEUEUEUEUECATVCATVCATVCATVCATVCATVCATVCATVSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SSSS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WTWTWTWTWTWT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WTWTWTWTWTWTWT WT WT WT WT W T W T W T WT WT WT WT WTWTWTWTWT WT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>SANSANSANSANSANSANW W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>9109109109109159159159159209209209209 2 0 9 2 0 917917917917917917918918 919919 91 9 91 9 91991992 0 92 0 918918921921920920 919919 919919 919919917917918918 916916 916916916916 917917917917 917917 9109109109109159159159159159159 10 9 10920920920920920920912912912912 91 2 91 2914914914914 914914916916916916916916 916916916916918918918918918918918918918918 910910920920 920920 9209209209209209209089089129129149149149149149149169169 1 6 9 1 6 916916918918918918918918922922 922922 92292292292292492492492491 8 91 8 919919 25' W E T L A N D B U F F E R 41.7' 46.1' 45' 42.7'75'75'32.7'11'11'1 - PLAN: SITE NREVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 EPF MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN SITE PLAN 23/02-1079.00 - G-06 A 05/11/2020 42012 ISSUED FOR PERMITTINGNOT FOR CONSTRUCTION MICHELLE KIMBLE CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23021079.00\23021079_G-06.DWG PLOT SCALE: 1:2 PLOT DATE: 5/14/2020 8:03 AMCLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 SS SS SAN SAN SYMBOL AND PATTERN LEGEND GAS GAS W W PROP 1' CONTOUR WT WT OE OE UE UE CATV CATV 750 752 PROP STORM SEWER>>>>>>>> WEST PONDEAST PONDEXISTING BUILDING F.F.E. = 920'-0"F.F.E. = 920'-0"COUNTY HWY 14 (MAIN ST.)F.F.E. = 919'-0" EX. 12" FES (INV=913.1) EX. 12" FES (INV=910.0) WSE = 906.5 04/03/2019 EX STORM SEWER EX SANITARY SEWER EX 10' CONTOUR EX 2' CONTOUR EX GAS LINE EX WATER MAIN EX PROPERTY BOUNDARY EX WETLAND EX OVERHEAD ELECTRIC EX TREE EX UNDERGROUND ELECTRIC EX BURIED CABLE LINE PROP CONCRETE PROP BITUMINOUS PROP GRAVEL SCALE IN FEET 80400 CONSTRUCTION LIMITS GENERAL NOTES: 1. SEE SHEETS G-04 AND G-05 FOR TEMPORARY EROSION CONTROL AND TREE PROTECTION MEASURES. 2. SEE SHEET C-07 FOR SANITARY AND WATER PLAN. 3. SEE SHEET E-01 FOR LIGHTING PLAN. 4. SEE SHEET C-10 FOR PAVING PLAN. 5. SEE SHEETS R-00 THROUGH R-05 FOR RESTORATION PLANS. SSSSSS WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WTWTWTWTWTWTWTWTWTWTWT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WTWTW W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SAN GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS UEUEUEUEUEUEUEUEUECATVCATVUEUEUEUEUEUEUEUEUECATVCATVCATVCATVCATVCATVSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SS SS SS SS SS SS SSSSSS SS SS S S SS OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT W T W T WTWTWTWTWT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WTWTWTWTWTWT WT WT WT W T W T WT WT WT WTWTWTWTWTWT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>SANSANSANSANSANW W W W W W WWWWWWWWWWWWWWWWWWWWW W W W W W WWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>9 1 0 9 1 0920920920920920920912912912912 91 2 91 2914914914914 914914916916916916916916 916916916916918918918918918918918918918918 910910920920 920920 9209209209209209209089089129129149149149149149149169169 16 9 16 916916918918918918918918922922 922922 9229229229229249249249249109109109109209209209209 2 0 9 2 0 918918 92 0 92 0 918918920920 918918 916916 916916916916 91091091091091 8 91 8 1 - PLAN: SITE OVERVIEW NREVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 PEB MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN SITE OVERVIEW WITH AERIAL IMAGE 23/02-1079.00 - G-08 A 05/11/2020 42012 ISSUED FOR PERMITTINGNOT FOR CONSTRUCTION MICHELLE KIMBLE CADD USER: PATRICK E. BROCKAMP FILE: M:\DESIGN\23021079.00\23021079_G-08.DWG PLOT SCALE: 1:2 PLOT DATE: 5/14/2020 8:13 AMCLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 WEST PONDEAST PONDEXISTING BUILDING PROPOSED BUILDING F.F.E. = 920'-0"COUNTY HWY 14 (MAIN ST.)F.F.E. = 919'-0" PROPOSED BUILDING F.F.E. = 920'-0" VICTOR PATH SCALE IN FEET 100500 25' W E T L A N D OF F S E T CONSTRUCTION LIMITS PROPERTY LINE32.7'75'75'PROPERTY LINE GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS CATVCATVCATVCATVCATVCATVCATVCATVCATVCATVCATVXXXXXXXX X X X X X X9" MAPLE7" MAPLEWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WTWTWT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WTWTWTWTWTWT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WTWTWTWTWTWTWT WT WT WT WT W T W T W T WT WT WT WT WTWTWT910(910)910(910)91 5 (9 1 5 )915(915)915(915)915(915)915(915 )907(907)9 0 7 ( 9 0 7 )908(908)90 8 (9 0 8 )909(909)909 (90 9 )911(911)911(911)911(911)912(912)91 2 (9 1 2 )912(912)913(913)913(913)913(913)91 3 (9 1 3 )913(913)914(914)914(914)914(914)91 4 (9 1 4 )914(914)91 6 (9 1 6 )916(916)916(916)916(916)916(916)917(917)91 7 (9 1 7 )915(915)915(915)915(915)920(920)920 (92 0 )911(911)912(912 )913(913)914(914)916(916)916(916)916(916)917(917)917(917)917(917)917(917)917(917)918(918)918(918)918(918)918(918)918(918)919(919)919(919)919(919)915(915)915(915)915(915)911(911)912(912)913(913)914(914)916(916)916(916)916(916 )917(917)917(917 )917(917 )918(918)915(915)920(920)916(916)917(917)918(918)919(919)910910 915915 908908909909 911911912912913913 914914 919919 919919 919919 920920 917917916916 917917 917917918918918918 919919 915915 912912913913914914916916917917 918918 919919 91691691791791 8 91 8 919919 922922920920921921910910 915915909909 911911912912913913914914 916916 917917R-001.D R-003.D R-002.D R-009.D 008.D007.D 006.D 005.D 004.D 010.D 013.E 011.D 012.D 014.D R-016.D R-017.DR-018.DR-019.D R-020.E R-021.D R-022.D R-015.D R-023.E R-025.ER-024.E R-026.E R-027.D R-030.E 031.D 032.D 034.E 033.E 035.E 037.E 036.E R-062.D 038.D 039.D 063.E 061.E 060.E 057.E 055.E 053.E 051.E 048.D 046.E 044.E 041.E 040.E R-045.E 047.E 049.E R-050.E 054.E 059.E R-042.E 043.E 029.D028.D 052.D 056.E 058.E UID FORREMOVAL DBH(IN.)COMMON NAME SCIENTIFIC NAME INPROPOSEDBASIC USEAREA MITIGATIONRATE(REMOVALSONLY) COMMENTS R-001.D X 11 GREEN ASH FRAXINUS SPP.X EXEMPT NO MITIGATION: UNDESIRABLE R-002.D X 18 GREEN ASH FRAXINUS SPP.X EXEMPT NO MITIGATION: UNDESIRABLE R-003.D X 18 GREEN ASH FRAXINUS SPP.X EXEMPT NO MITIGATION: UNDESIRABLE 004.D 12 CRABAPPLE MALUS SPP. 005.D 12 CRABAPPLE MALUS SPP. R-006.D X 15 MAPLE ACER SPP.X 1:1 NO MITIGATION, ACTIVE USE AREA 007.D 11 GREEN ASH FRAXINUS SPP.UNDESIRABLE 008.D 11 GREEN ASH FRAXINUS SPP.UNDESIRABLE R-009.D X 11 GREEN ASH FRAXINUS SPP.EXEMPT NO MITIGATION: UNDESIRABLE 010.D 7 MAPLE ACER SPP. 011.D 7 MAPLE ACER SPP. 012.D 7 MAPLE ACER SPP. 013.E 8 SPRUCE PICEA SPP. 014.D 7 MAPLE ACER SPP. R-015.D X 6 MAPLE ACER SPP.X 1:1 R-016.D X 4 MAPLE ACER SPP.X EXEMPT NO MITIGATION: <6" DBH R-017.D X 8 GREEN ASH FRAXINUS SPP.X EXEMPT NO MITIGATION: UNDESIRABLE R-018.D X 8 GREEN ASH FRAXINUS SPP.X EXEMPT NO MITIGATION: UNDESIRABLE R-019.D X 8 MAPLE ACER SPP.X 1:1 NO MITIGATION, ACTIVE USE AREA R-020.E X 12 PINE PINUS SPP.X 1:1 NO MITIGATION, ACTIVE USE AREA R-021.D X 4 MAPLE ACER SPP.X EXEMPT NO MITIGATION: <6" DBH R-022.D X 6 MAPLE ACER SPP.X 1:1 NO MITIGATION, ACTIVE USE AREA R-023.E X 8 PINE PINUS SPP.X 1:1 NO MITIGATION, ACTIVE USE AREA R-024.E X 6 PINE PINUS SPP.X 1:1 NO MITIGATION, ACTIVE USE AREA R-025.E X 5 PINE PINUS SPP.X 1:1 NO MITIGATION, ACTIVE USE AREA R-026.E X 5 PINE PINUS SPP.X 1:1 NO MITIGATION, ACTIVE USE AREA R-027.D X 6 GREEN ASH FRAXINUS SPP.X EXEMPT NO MITIGATION: UNDESIRABLE 028.D 24 MAPLE ACER SPP. 029.D 18 MAPLE ACER SPP. R-030.E X 7 PINE PINUS SPP.X 1:1 NO MITIGATION, ACTIVE USE AREA 031.D 6 GREEN ASH FRAXINUS SPP.UNDESIRABLE 032.D 24 MAPLE ACER SPP. 033.E 6 PINE PINUS SPP. 034.E 16 PINE PINUS SPP. 035.E 11 PINE PINUS SPP. 036.E 11 PINE PINUS SPP. 037.E 11 PINE PINUS SPP. 038.D 7 MAPLE ACER SPP. 039.D 9 MAPLE ACER SPP. 040.E 12 SPRUCE PICEA SPP. 041.E 6 SPRUCE PICEA SPP. R-042.E X 11 PINE PINUS SPP.X 1:1 MITIGATION REQUIRED 043.E 11 PINE PINUS SPP. 044.E 11 PINE PINUS SPP. R-045.E X 11 PINE PINUS SPP.X 1:1 MITIGATION REQUIRED 046.E 10 PINE PINUS SPP. 047.E 14 PINE PINUS SPP. 048.E 12 PINE PINUS SPP. 049.E 12 PINE PINUS SPP. R-050.E X 12 PINE PINUS SPP.X 1:1 MITIGATION REQUIRED 051.E 12 PINE PINUS SPP. 052.D 21 DECIDUOUS TREE 053.E 12 PINE PINUS SPP. 054.E 10 SPRUCE PICEA SPP. 055.E 12 PINE PINUS SPP. 056.E 14 PINE PINUS SPP. 057.E 14 PINE PINUS SPP. 058.E 12 PINE PINUS SPP. 059.E 12 PINE PINUS SPP. 060.E 12 PINE PINUS SPP. 061.E 12 PINE PINUS SPP. R-062.D X 21 MAPLE ACER SPP.X 2:1 NO MITIGATION, ACTIVE USE AREA 063.E 7 PINE PINUS SPP. 684 TOTAL DBH INCHES IN SURVEYED SITE AREA (ALL TREES) 221 TOTAL REMOVAL DBH INCHES BEFORE EXCLUSIONS FOR UNDESIRABLE OR NO MITIGATION STATUS (23 TREES) -88 TOTAL REMOVAL DBH INCHES NOT INCLUDED IN SUBTOTAL (UNDESIRABLE OR DBH < 6") -99 TOTAL REMOVAL DBH INCHES NOT INCLUDED IN SUBTOTAL (EXEMPT, IN ACTIVE USE AREA) 34 SUBTOTAL REMOVAL DBH INCHES FOR MITIGATION 3 TOTAL TREES REQUIRED TO SATISFY MITIGATION REQUIREMENTS (SEE SITE RESTORATION PLAN SHEETS) REVISION DESCRIPTIONDATEAPP.BYNO. CHK. TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 AMW MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN TREE PRESERVATION PLAN 23/02-1079.00 - G-09 A 05/11/2020 52234 ISSUED FOR PERMITTINGNOT FOR CONSTRUCTION ANDREA M. WEDUL CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 1 - PLAN: TREE PRESERVATION PLAN N0 40 80 SCALE IN FEET PROPOSED WEST POND PROPOSED EAST POND COUNTY HWY 14 (MAIN ST.)EXISTING BUILDING F.F.E. = 919.0' NOTES: 1. CONSTRUCTION STAGING SHALL BE STRICTLY CONDUCTED IN BASIC USE AREA; LOCATION AS COORDINATED WITH THE OWNER. 2. PROVIDE CONSTRUCTION ENTRANCES PER DTL 4/D-01. 3. PROVIDE TREE PROTECTION FENCE PER DTL 6/D-01. 4. COORDINATE TREE CLEARING IN CONJUNCTION WITH EROSION AND SEDIMENT CONTROL PLAN AND THE PROJECT SWPPP. 5. NO TEMPORARY ACCESS ROUTES SHALL BE ALLOWED IN THE DESIGNATED ROOT PROTECTION ZONE (RPZ) AS SHOWN ON THE PLANS. 6. FELL ALL TREES AWAY FROM THE TREES TO REMAIN, TYP. PROTECT ALL TREES TO REMAIN DURING CLEARING OPERATIONS. 7. ANY ADDITIONAL TREES DAMAGED OR KILLED DURING REMOVAL OPERATIONS SHALL BE REPLACED BY CONTRACTOR TO THE SATISFACTION OF CITY OF LINO LAKES CITY FORESTER AND AT NO ADDITIONAL EXPENSE TO OWNER. 8. LOCATE ALL UTILITIES IN TREE CLEARING AREAS PRIOR TO COMMENCING OPERATIONS. 9. COMPLY WITH ALL PROVISIONS OF CITY OF LINO LAKES CODE AND LANDSCAPE GUIDELINES AND TECHNICAL REQUIREMENTS IN CONSTRUCTION, REVIEW, AND NOTIFICATION AND COORDINATION WITH CITY REPRESENTATIVE(S). 10. APPROXIMATELY 61 TOTAL TREES WERE NOT SURVEYED BUT ARE MARKED FOR DEMOLITION. THESE TREES SHALL BE VERIFIED FOR EXEMPTION OR MITIGATION STATUS, AS MANY ARE LIKELY TO BE DESIGNATED UNDESIRABLE SPECIES PER CITY OF LINO LAKES LISTING. 11.TOTAL TREES FOR REMOVAL AND MITIGATION: - 124 EXISTING TREES REMOVED (7 UNDESIRABLE) - 3 SURVEYED TREES REQUIRED FOR MITIGATION - 112 NEW TREES PROPOSED (102 LG., 10 MED.), SEE RESTORATION PLANS EXISTING 5' CONTOUR EXISTING 1' CONTOUR SYMBOL AND PATTERN LEGEND EVERGREEN TREE, TO REMAIN (750) PROPOSED PAVING (751) PROPERTY BOUNDARY 750 751 PROPOSED 5' CONTOUR PROPOSED 1' CONTOUR EXISTING BUILDING PROPOSED BUILDING EXISTING WETLAND DRIP LINE (AT 1'/1" DBH) TREE PROTECTION FENCE XXROOT PROTECTION ZONE BASIC USE AREA LIMIT OF DISTURBANCE CONSTRUCTION LIMITS SILT FENCE EVERGREEN TREE, REMOVE PROPOSED POND NWL DECIDUOUS TREE, TO REMAIN DECIDUOUS TREE, REMOVE WT WT CONSTRUCTION ENTRANCE CLEARING AND GRUBBING LIMITS EXISTING WETLAND BOUNDARY, TO PROTECT, TYP. SILT FENCE, TYP. CONSTRUCTION LIMITS, TYP. GRADING LIMITS/LIMIT OF DISTURBANCE, TYP. CLEARING AND GRUBBING AREA, TYP. PROPOSED POND NWL, TYP. CLEARING AND GRUBBING AREA, TYP. PROPOSED POND NWL, TYP. PROPOSED BUILDING (PHASE 2) F.F.E. = 920.0' PROPOSED BUILDING (PHASE 1) F.F.E. = 920.0' CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE PAVEMENT EXPANSION GRADING LIMITS TREES ON ADJACENT PROPERTY, TYP., TO PROTECT CADD USER: ANDREA M. WEDUL FILE: O:\DESIGN\23021079.00\23021079_G-09.DWG PLOT SCALE: 1:2 PLOT DATE: 5/14/2020 2:43 PMUNSURVEYED TREES (APPROX. LOCATION), TYP., FOR REMOVAL, ARE NON-NUMBERED UNSURVEYED TREES (APPROX. LOCATION), TYP., FOR REMOVAL, ARE NON-NUMBERED SS SS WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS GAS GAS GAS GAS GAS GAS UESS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WTWTWTWTWTWTWT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>WWWWWWWWW W W W W W W W WWWWWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSAN>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>XXXXXXX30" CB (CB-04) TC. 918.50 48" MH (MH-01) TC. 917.59 24"x36" CB (CB-10) TC. 917.31 48" MH (CB-09) TC. 917.30 24"x36" CB (CB-13) TC. 916.81 48" CB (CB-12) TC. 916.8130" CB (CB-11) TC. 915.40 48" CB (CB-05) TC. 917.59 48" MH (CB-14) TC. 916.85 60" MH (CB-15) TC. 916.88 3+00 R 4+00R5+00R6+00R7+00R 8+00R 9 + 0 0R 48" CB (CB-01) TC. 914.50 915915 915915 920920 920920 920920 920920913913 913913 914914 914914 916916916916916916 917917917917 918918 918918 919919 919919 919919 919919921921921921 921921 921921 9159159159159159159 1 1 9 1 1 912912913913913913913913914914914914914914916916916916916916915915 915915 915915 913913 913913 914914 914914 916916 916916 916916 917917 917917 917917 918918 918918 60" MH (MH-02) TC. 917.58 910910910910915915 915915908908908908909909909909911911911911912912912912913913913913914914914914916916917917 915915913913914914916916917917915915 913913 91 4 91 4 917917917917918918919919917917 918918 919919 917917 916916 917917 918918 917917 918918 916916 917917 918918 917917 918918 920920918918 919919 921921922922923923920920921921 920920 919919 918918 919919 918918916916917917918918 920920 918918 919919 920920918918918918919919919919 916916 917917 916916 916916 15'15.5'12'25'25' W E T L A N D B U F F E R 1 - PLAN: GRADING AND UTILITY NREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 EPF MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN GRADING AND STORMWATER PLAN EAST 23/02-1079.00 - C-02 A05/11/2020 42012 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION MICHELLE KIMBLE CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 EAST POND NWL = 913.0 100-YR 24-HR PEAK = 914.59 EX STORM SEWERSS EX SANITARY SEWERSAN EX 10' CONTOUR EX 2' CONTOUR SYMBOL AND PATTERN LEGEND EX GAS LINEGAS EX WATER MAINW PROPERTY BOUNDARY EX WETLANDWT EX OVERHEAD ELECTRICOE EX UNDERGROUND ELECTRICUE EX BURIED CABLE LINECATV 750 752 PROP STORM SEWER>>>> PROP CONCRETE PROP BITUMINOUS PROP GRAVEL PROP 10' CONTOUR PROP 2' CONTOUR 750 752 PROP SANITARY SEWERSAN PROP WATER MAINW MATCH LINE - SHEET C-03MATCH LINE - SHEET C-04SCALE IN FEET 40200 PROTECT EXISTING TREES PROPOSED ROAD PROPOSED F.F.E. = 920.0 LOW ENTRY=920.0 NOTES: 1.CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK. 2.ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING CONSTRUCTION. 3.CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. 4.TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL PLAN OR DIRECTED BY ENGINEER. 5.SEE SHEETS G-04 AND G-05 FOR EROSION CONTROL AND TREE PROTECTION. PROPOSED F.F.E. = 920.0 LOW ENTRY=920.0 CADD USER: MICHELLE KIMBLE FILE: M:\DESIGN\23021079.00\23021079_C-02.DWG PLOT SCALE: 1:2 PLOT DATE: 5/9/2020 10:26 PMC-05 5 C-05 8 C-05 3 C-05 2 C-11 1 ST-04 INV=913.59 ST-03 INV=912.00 ST-06 INV=913.00 ST-05 INV=912.00 C-05 6 PROPERTY LINE (TYP.) EX FES-03 INV=910.00 CAP 8" PE FOR FUTURE DRAINTILE CONNECTION. MARK PIPE END WITH METAL POST. 10' WIDE EMERGENCY OVERFLOW ELEV=915.0 SWALE CENTERLINE C-06 1 C-05 9 EXISITNG F.F.E. = 919.0 LOW ENTRY=918.96 PROTECT EXISTING WETLAND PROTECT EXISTING WETLAND 3 C-06 SEE >>>>>>>>>>>>>>>>>>>>>>SANSANSANSANSANSANW W W W W W W WWWWWWWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN>>>>>>>>>>SSSSWTWTWTWTWTW T WTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWT WT WTWTWTWTWTWTWTWTWTWTWTWTWT WT W T W T WTWTWTWTWTWTWTWTWTWTW W W W W WWWWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSS SS SS SS SS SS SS SSSS OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT 918918920920919919919919 915915 911911912912913913914914 916916 917917918918 918918 918918 919919919919 915915 911911 912912 913913 914914 916916 917917 918918 919919 9109109159159099099119119129129139139149149169169179179189189199199 1 7 9 1 7 91791748" MH (CB-03) TC. 918.64 24"x36" CB (CB-06) TC. 916.79 60" MH (CB-07) TC. 917.74 60" MH (CB-08) TC. 918.56 0+00R1+00R2+00R48" CB (CB-02) TC. 915.53 REPLACE EXISTING CB (EX. CB-12)915915915915915915920920920920 912912913913914914916916916916916916917917917917917917917917917917918918918918918918918918918918919919919919919919915915915915 915915 916916 91691691691691791791891825' WETLAND BUFFER 15' 6' 5' 9' 1 - PLAN: GRADING AND UTILITY NREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No. Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 EPF MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN GRADING AND STORMWATER PLAN WEST 23/02-1079.00 - C-03 A05/11/2020 42012 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION MICHELLE KIMBLE CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- -05/11/20----- ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 WEST POND NWL = 914.0 100-YR 24-HR ELEV = 916.17 EX STORM SEWERSS EX SANITARY SEWERSAN EX 10' CONTOUR EX 2' CONTOUR SYMBOL AND PATTERN LEGEND EX GAS LINEGAS EX WATER MAINW EX PROPERTY BOUNDARY EX WETLANDWT EX OVERHEAD ELECTRICOE EX TREE EX UNDERGROUND ELECTRICUE EX BURIED CABLE LINECATV 750 752 PROP STORM SEWER>>>> PROP CONCRETE PROP BITUMINOUS PROP GRAVEL PROP 10' CONTOUR PROP 2' CONTOUR 750 752 PROP SANITARY SEWERSAN PROP WATER MAINW MATCH LINE - SHEET C-02 MATCH LINE - SHEET C-04SCALE IN FEET 40200 CADD USER: MICHELLE KIMBLE FILE: M:\DESIGN\23021079.00\23021079_C-03.DWG PLOT SCALE: 1:2 PLOT DATE: 5/9/2020 7:10 PMC-05 2 C-05 1 C-11 1 ST-07 INV=910.00 C-05 4 ST-01 INV=913.30 ST-02 INV=910.00 18" HDPE NOTES: 1.CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK. 2.ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING CONSTRUCTION. 3.CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. 4.TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL PLAN OR DIRECTED BY ENGINEER. 5.SEE SHEETS G-04 AND G-05 FOR EROSION CONTROL AND TREE PROTECTION. EX FES-12 INV. = 913.10 10' WIDE EMERGENCY OVERFLOW ELEV=916.0 C-06 2 C-05 7 EXISITNG F.F.E. = 919.0 LOW ENTRY=918.96 PROTECT EXISTING WETLAND WTWTWTWTWT WT WT WTWT WT WT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN GASGASGASGASGASGASGASGASGASGASGASUEUEUEUEUEUEUEUEUEUEUEUECATV CATV CATV UE UE UE UE UE UE UE UE UE UE UE CATVCATVCATVCATVCATVCATVCATVCATVSSSS SS SS SS SSSSSSSSSSSSW W W 920920 920920 919919919919919919 920920 920920 920920919919919919 921921 920920 918918919919 1 - PLAN: GRADING AND UTILITY N REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No. Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 EPF MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN GRADING AND UTILITY PLAN NORTH 23/02-1079.00 - C-04 A05/11/2020 42012 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION MICHELLE KIMBLE CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 SCALE IN FEET 40200 EX STORM SEWERSS EX SANITARY SEWERSAN EX 10' CONTOUR EX 2' CONTOUR SYMBOL AND PATTERN LEGEND EX GAS LINEGAS EX WATER MAINW EX PROPERTY BOUNDARY EX WETLANDWT EX OVERHEAD ELECTRICOE EX TREE EX UNDERGROUND ELECTRICUE EX BURIED CABLE LINECATV 750 752 PROP STORM SEWER>>>> PROP CONCRETE PROP BITUMINOUS PROP GRAVEL PROP 10' CONTOUR PROP 2' CONTOUR 750 752 PROP SANITARY SEWERSAN PROP WATER MAINW MATCH LINE - SHEET C-02 MATCH LINE - SHEET C-03 CADD USER: MICHELLE KIMBLE FILE: M:\DESIGN\23021079.00\23021079_C-04.DWG PLOT SCALE: 1:2 PLOT DATE: 5/9/2020 7:06 PMREPLACE CB CASTING EX. CB-11 RIM 918.9 CONNECT 48" DIAM.CATCH BASIN TO EXISTING STORM SEWER EX. CB-10 RIM 918.9 12" RCP INV. 915.5 CURB CUT, SEE 5 D-04 SWALE CENTERLINE NOTES: 1.CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK. 2.ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL BE PROTECTED DURING CONSTRUCTION. 3.CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. 4.TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL PLAN OR DIRECTED BY ENGINEER. 5.SEE SHEETS G-04 AND G-05 FOR EROSION CONTROL AND TREE PROTECTION. PROTECT EXISTING WETLAND >>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>SANSANSANW W W WWWWWWWWWWWWWW W W W WWWWWWWWWWWWSANSANSANSANSANSANSANSANSANSANSAN>>>> >>>>>>>>>>>>>>>>>>SSSS WTWTWT WTWTWTWTWTWTWTWTWTWT WT WT WT WTWTWTWTWTWTWT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT W T WTWTWTWTWTWTWT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WTW W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGAS GAS GAS GAS GAS GAS GAS GAS GAS UEUEUEUEUEUECATVUEUEUEUEUECATVCATVCATVCATVSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS OE OE OE OE OE OE OE WT WTWTWTWTWT WT WT WT WTWT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WTWTWT WT WT WT WT WT CB-03 CB-08 CB-04 CB-07 CB-05 CB-09 MH-01 CB-10 CB-14 CB-15 CB-13CB-12 CB-06 CB-11 12" FES 12" FES 18" FES 15" FES 12" FES 48" SAN MH (EX-SAN-MH-02) 48" MH (PROP-SAN-MH-1) 48" SAN MH (EX-SAN-MH-01) EX-HYD-03EX-HYD-02 EX-HYD-01 PROP-HYD-01 PROP-HYD-02 0+00 SAN 1+00 SAN6+25 SAN2+00 SAN3+00 SAN4+00 SAN5+00 SAN6 + 0 0 S A N 0+00 W 1+00 W 2+00 W3+00 W7+99 W4+00 W5+00 W6+00 W 7+00 W 8+00 W9 + 0 0 W 10+00 W11+00 W11+60 W 910910920920912912914914916916918918910910 908908 912912 914914 918918 918918918918 918918 918918 916916 916916 916916918918 912912 914914 914914 914914 914914 916916 916916 916916 916916 918918 918918912912912912912912 912912 912912 912912 912912914914 914914 91 4 91 4 914914914914914914914914 914914 914914 916916 916916 916916 916916 916916 916916916916 91691691691691891891 8 91 8 918918 918918918918918918 918918918918918918916916 918918 922922 924924924924 920920 914914 914914 916916 916916 918918 92 0 92 0 920920920920920920920920920920916916 916916 916916 918918 918918918918 918918918918918918918918918918920920 918918 922922920920 920920918918918918922922922922922922922922 920920 9 2 0 9 2 0 918918 918918920920920920 916916920920920920 9209209 2 0 9 2 0920920 9 1 6 9 1 6 918918 916916 910910 91891848" MH (PROP-SAN-MH-3) 48" MH (PROP-SAN-MH-2) 1 - PLAN: WATER AND SANITARY SERVICES NREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 5/11/2020 KBD JMA BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN SANITARY AND WATER SERVICES PLAN 23/02-1079.00 - C-07 A5/11/2020 42012 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION MICHELLE KIMBLE CADD USER: KALLIE B. DOEDEN FILE: M:\DESIGN\23021079.00\23021079_C-07.DWG PLOT SCALE: 1:2 PLOT DATE: 5/9/2020 1:37 PMCLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 5/11/2020------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 SS SAN SYMBOL AND PATTERN LEGEND GAS W WT OE UE CATV 750 752 PROP STORM SEWER>> WEST POND EAST POND EXISTING BUILDING F.F.E. = 920'-0" F.F.E. = 920'-0"+COUNTY HWY 14 (MAIN ST.)F.F.E. = 919'-0" PROPERTY LINE EX. 12" (INV=913.4) EX. 12" FES (INV=913.1) EX. 12" FES (INV=910.0) EX. 9" CULVERT (INV=909.4) EX. 9" CULVERT (INV=909.3) EX STORM SEWER EX SANITARY SEWER EX 10' CONTOUR EX 2' CONTOUR EX GAS LINE EX WATER MAIN EX PROPERTY BOUNDARY EX WETLAND EX OVERHEAD ELECTRIC EX TREE EX UNDERGROUND ELECTRIC EX BURIED CABLE LINE PROP CONCRETE PROP BITUMINOUS PROP GRAVEL PROP TREE SCALE IN FEET 80400 NOTES: 1.LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO WORK. 2.VERIFY EXISTING WATER MAIN DEPTH PRIOR TO WORK. 3.COORDINATE TIE-IN TO EXISTING WATER MAIN WITH CITY. 4.ALL PRODUCTS (TREATMENT CHEMICALS AND MATERIALS) THAT MAY COME INTO CONTACT WITH WATER INTENDED FOR USE IN A POTABLE WATER SYSTEM SHALL MEET ANSI/INSF INTERNATIONAL STANDARDS 60 AND 61, AS APPROPRIATE. 5.PROVIDE MINIMUM 10 FEET HORIZONTAL SEPARATION (OUTSIDE TO OUTSIDE) BETWEEN FINISHED WATER PIPELINE AND OTHER UTILITIES. IF NOT POSSIBLE, ENCASE WATER MAIN. REFER TO SPECIFICATIONS. 6.WATER MAIN CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 2 FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. AT CROSSING, LOCATE JOINTS AS FAR AWAY FROM SEWER AS POSSIBLE. 7.SEE SPECIFICATIONS FOR RESTRAINING WATER MAINS NEAR JOINTS. 8.ESTIMATED GROUNDWATER IS AT ELEVATION 913.0 FT. PROVIDE WATERTIGHT CONNECTIONS AT STRUCTURES. 9.PROTECT ALL EXISTING ROADS, PARKING LOTS, TRAILS, FENCES, SIGNS, OR SIMILAR DURING CONSTRUCTION. CONTRACTOR RESPONSIBLE TO COORDINATE SURVEYS WITH THE CITY AND/OR OWNER TO DOCUMENT PRE-CONSTRUCTION EXISTING CONDITIONS. 10.CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. 11.TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL PLAN OR DIRECTED BY ENGINEER. EXTEND HYDRANT LEAD AND RELOCATE HYDRANT (EX-HYD-02) AND 8" DIP GATE VALVE, SEE CONNECT TO EXISTING 8" DIP. REMOVE EXISTING 90° DIP ELBOW AND REPLACE WITH 8" DIP TEE AND 8" DIP GATE VALVE, SEE HYDRANT AND 8" DIP GATE VALVE, SEE HYDRANT AND 8" DIP GATE VALVE, SEE EXTEND 4" DIP TO WITHIN 5' OF BUILDING FOR FUTURE CONNECTION. PLUG PIPE END. 90°DIP ELBOW, SEE 45° DIP ELBOWS, SEE 45° DIP ELBOWS, SEE 45° DIP ELBOWS, SEE 8" x 4" DIP TEE, SEE 8" DIP TEE, SEE PROVIDE APPROX. 50' OF 8" DIP CITY WATER MAIN WATER MAIN PROFILE, SEE EXISTING 6" PVC SANITARY SEWER INSTALL 6" PVC STUB TO WITHIN 5' OF BUILDING FOR FUTURE CONNECTION. PLUG PVC STUB. PROP WATER MAIN PROP SANITARY SEWERSAN W PROP SANITARY MANHOLE PROP WATER MAIN VALVE PROP FIRE HYDRANT TIE IN TO EXISTING SANITARY MANHOLE PROTECT EXISTING 8" DIP WATER MAINS 22° DIP ELBOWS, SEE C-09 1 C-08 1 3 D-06 WATER MAIN PIPE BEDDING, SEE 2 D-05 SANITARY SEWER BEDDING, SEE 3 D-05 SEE 1 D-06 SEE1 D-06 SEE1 D-06 ENCASE WATER MAIN BETWEEN 22° DIP ELBOWS 2 D-06 3 D-06 2 D-07 2 D-06 3 D-06 2 D-07 2 D-06 3 D-06 2 D-07 2 D-07 2 D-07 2 D-07 2 D-07 2 D-07 2 D-07 2 D-07 2 D-07 SANITARY SEWER PROFILE, SEE PROTECT EXISTING 8" DIP WATER MAIN 1 D-07 1 D-05 8" DIP WATER MAIN 6" PVC SANITARY SEWER MINIMUM 12' DISTANCE BETWEEN BUILDING AND WATER MAIN 750 752 PROP 10' CONTOUR PROP 2' CONTOUR SS SS SSWTWTWTWTWTWTWTWTWTWTWTWTWT WTWTWTWTWTWTWT W T WTWTWTWTWTW T WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWWWWWWWWWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASUEUEUEUEUEUEUEUEUEUEUECATVCATVCATVCATVCATVCATVCATVSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEWTWTWTWTWTWTWT WT WT WT WT WT WTWTWTWTWTWT>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > >SANSANSANSANSANSANSANSANWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWWWWWWWWWW W W SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANSANSAN>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>917.59918.18918.0791 7 . 2 3917.98918.15 917.84918.14 918.65918.80918.999 1 8 . 9 9 9 1 8 . 5 6918.82918.43919.05919.149 1 8 . 9 5 9 1 9 . 9 9920.519 2 0 . 5 1 920.12919.99 919.999 2 0 . 5 9 920.90918.86 918.80 918.80 918.99920.12 920.58920.0291 9 . 9 2920.38918.25 918.53918.12918.28918.40 919.58 918.57917.61917.90 919.00 919.96919.96919.68 919.60 919.60 919.68 919.68 919.60 919.60919.38919.3891 9 . 8 2 919.8 2 919.61 919.61 919.36 919.28 919.66 9 1 9 . 9 6 919.96 919.96 919.96 918.31 9 1 8 . 6 1 919.96 919.96919.96919.96919.96 9 1 8 . 8 0 9 1 8 . 8 3920.02920.11 920.27 920.71 920.26 920920 919919920920919919921921920920 919919 917917918918 919919919919920920919919 920920 919919 918918 917917 916916 915915914914913913 912912 911911910910 916916917917918918918918919919920920919919917917 917917 917917917917917917918918918918919919920920 921921 922922 923923 918918915915 914914 918918917917916916 916916917917917917916916915915916916918918920920 9209201 - PLAN: PAVING N REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No. Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 EPF MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN PAVING PLAN 23/02-1079.00 - C-10 A05/11/2020 42012 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION MICHELLE KIMBLE CADD USER: MICHELLE KIMBLE FILE: M:\DESIGN\23021079.00\23021079_C-10.DWG PLOT SCALE: 1:2 PLOT DATE: 5/10/2020 2:12 PMCLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 SS SS SAN SAN SYMBOL AND PATTERN LEGEND GAS GAS W W PROP 1' CONTOUR WT WT OE OE UE UE CATV CATV 750 752 PROP STORM SEWER>>>>>>>> WEST POND EAST POND EXISTING BUILDING F.F.E.= 919'-0" F.F.E. = 920'-0" F.F.E. = 920'-0" EX STORM SEWER EX SANITARY SEWER EX 10' CONTOUR EX 2' CONTOUR EX GAS LINE EX WATER MAIN EX PROPERTY BOUNDARY EX WETLAND EX OVERHEAD ELECTRIC EX TREE EX UNDERGROUND ELECTRIC EX BURIED CABLE LINE NEW BITUMINOUS SCALE IN FEET 60300 MATCH FINISHED GROUND PAVEMENT TO EXISTING GROUND AT EDGES. TYPICAL, EACH EDGE. NOTES: 1.COORDINATE CONSTRUCTION PHASING OF PARKING LOT WITH OWNER TO PROVIDE ACCESS TO LOADING DOCKS AND TO ALLOW SUFFICIENT TRAILER PARKING. 2.COORDINATE ALL CONSTRUCTION LAYDOWN WITH OWNER TO MINIMIZE DISRUPTION TO FACILITY OPERATIONS. 3.INSTALL CURB AROUND PROPOSED PARKING LOT PRIOR TO INSTALLATION OF ASPHALT PARKING AND BASIN EXCAVATION. 4.CONTRACTOR'S DEWATERING ACTIVITIES THAT HAVE SEDIMENT LADEN DISCHARGE MUST DISCHARGE INTO A TEMPORARY BEST MANAGEMENT PRACTICE (BMP) SUCH AS AN APPROPRIATELY SIZED DANDY DEWATERING BAG FROM DANDY PRODUCTS, OR APPROVED EQUAL, TO LIMIT SEDIMENT FROM LEAVING THE SITE. PRIOR TO DISCHARGE, THE CONTRACTOR SHALL PERFORM A VISUAL TEST TO ENSURE ADEQUATE TREATMENT IS OBTAINED BY THE BMP AND APPLY ADDITIONAL TREATMENT AS REQUIRED TO ENSURE ADEQUATE TREATMENT. B612 CURB AND GUTTER SEE 3 D-04 B612 CURB AND GUTTER SEE 3 D-04 B612 CURB & GUTTER, SEE 3 D-04 BITUMINOUS PARKING LOT TO THE GRADES AND ELEVATIONS SHOWN. FOR PAVEMENT DETAIL SEE 2 D-04 ASPHALT PARKING LOT TO THE GRADES AND ELEVATIONS SHOWN. FOR PAVEMENT DETAIL SEE 2 D-04 DRAINAGE FLOW ARROW R30' R60' R7 0 'R5'R10'R1 0 ' ACCESSIBLE RAMP (3) SEE BOLLARD 6'10'4'6'8'4'20'20'20'5'20'20'24' TYP 9' TYP24' TYP18'B612 CURB AND GUTTER SEE 3 D-04 2" OVERLAY OVER ALL MILLED BITUMINOUS R70'R50' R50' SAWCUT (TYP) SAWCUT (TYP) RIBBON CURB24' TYP24'R5 0 ' BOLLARD 22' CURBFACE TO FACEVAN ACCESSIBLE SIGN (4) COORDINATE LOCATION WITH OWNER D412 CURB & GUTTER, TIP OUT, SEE 4 D-04 CONCRETE WALK SAWCUT FULL DEPTH 18'91 SPACES 203 SPACES 36 SPACES ACCESSIBLE RAMP, SEE VAN ACCESSIBLE SIGN EXISTING # OF PARKING SPACES = 163 PROPOSED # OF PARKING SPACES = 330 (8 ACCESSIBLE) B612 CURB AND GUTTER SEE 3 D-04 B612 CURB AND GUTTER SEE 3 D-04 3 D-03 3 D-03 32'-8"45'-0"9'-0"REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 AMW MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN SITE RESTORATION COVER 23/02-1079.00 - R-00 A05/11/2020 52234 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ANDREA M. WEDUL CADD USER: Andrea M. Wedul FILE: C:\USERS\AMW\DESKTOP\TEMP\23021079\23021079_R-00.DWG PLOT SCALE: 1:2 PLOT DATE: 5/10/2020 9:00 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 SITE RESTORATION NOTES 1.CONTRACTOR IS RESPONSIBLE FOR LOCATING AND FIELD-VERIFYING ALL EXISTING UTILITIES PRIOR TO INITIATING WORK ON THE SITE AND THROUGHOUT THE TERM OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING UTILITIES FROM DAMAGE DURING ALL SITE RESTORATION AND PLANTING OPERATIONS. 2.CONSTRUCTION LIMITS AS SHOWN ARE APPROXIMATE. FINAL CONSTRUCTION LIMITS TO BE COORDINATED WITH THE OWNER AND STAKED IN THE FIELD. 3.CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. 4.ALL EXISTING TREES SHALL BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL PER PLAN OR AS DIRECTED IN THE FIELD BY THE ENGINEER. 5.ALL EXISTING TREES TO REMAIN, TREE ROOTS, PLANTING BEDS, CONCRETE, ASPHALT, EXISTING CURBS, PAVEMENT, SIDEWALKS, AND OTHER SITE ELEMENTS SHALL BE PROTECTED FROM IMPACTS FROM ALL SOIL PREPARATION AND LANDSCAPING OPERATIONS. AVOID COMPACTING SOIL WITH HEAVY EQUIPMENT. ANY DAMAGE TO EXISTING SITE FEATURES, STRUCTURES, OR NEWLY CONSTRUCTED ITEMS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE AND TO THE OWNER'S SATISFACTION. 6.PROTECT PLANTS ON THE SITE FROM STRESS PRIOR TO INSTALLATION BY PLACING IN SHADE, HEELING INTO MULCH, WATERING, AND USE OF OTHER APPROPRIATE MEASURES. 7.NO RUBBER TIRED EQUIPMENT SHALL BE ALLOWED IN PONDS AND BASINS AFTER SOIL LOOSENING ACTIVITIES ARE COMPLETED. LOW GROUND PRESSURE TRACKED EQUIPMENT ONLY. 8.ANY COMPACTION OF PREVIOUSLY LOOSENED SOIL MUST BE RELOOSENED PRIOR TO TOPSOILING OR PLANT INSTALLATION. SEE LANDSCAPE SPECIFICATION FOR ADDITIONAL REQUIREMENTS. 9.INSTALL THE STEEL LANDSCAPE EDGING PER MANUFACTURER RECOMMENDATION INCLUDING STAKING SPACING AND QUANTITY. 10.STAKE OR OTHERWISE LAYOUT ALL PROPOSED PLANTING BEDS AND INDIVIDUAL/SPECIMEN TREES AS SHOWN ON PLAN, DETAILS, AND PLANT SCHEDULE. ASSUME TRIANGLE PLANTING PATTERN IN PLANT LAYOUT, TYP., IN PLANTING BEDS. SOME FIELD ADJUSTMENT MAY BE NECESSARY. LANDSCAPE ARCHITECT TO REVIEW PLANT LAYOUT PRIOR TO PLANTING. INFORM THE LANDSCAPE ARCHITECT OF PLANTING TWO DAYS PRIOR TO PLANT DELIVERY. 11.PLACE LANDSCAPE GEOTEXTILE FABRIC OVER PLANTING BED LIMITS, AS NOTED. PROVIDE STAKING TO ANCHOR TO SOIL AS SPECIFIED. 12.PLACE MULCH AS SPECIFIED TO DEPTH WITHIN ALL PLANTING AREAS. ENSURE NO LANDSCAPE GEOTEXTILE FABRIC IS PRESENT AT SURFACE AFTER MULCHING OPERATIONS ARE COMPLETED. 13.THOROUGHLY WATER ALL PLANTINGS WITHIN 2 HOURS AFTER INSTALLATION, SEE PROJECT SPECIFICATIONS. 14.CONTRACTOR IS RESPONSIBLE FOR WATERING PLANTS (REGARDLESS OF NOTIFICATION) THROUGHOUT THE ENTIRE WARRANTY PERIOD. WATERING WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 15.PLACE MNDOT CATEGORY 3N TYPE 2S NATURAL NETTING STRAW EROSION CONTROL BLANKET PER MNDOT 3885 OVER ALL PERMANENT SEEDING AREAS AS DETAILED ON THE PLANS AND AS SPECIFIED. 16.PROVIDE 6" TOPSOIL, PERMANENT SEEDING, AND MNDOT CATEGORY 3N TYPE 2S NATURAL NETTING STRAW EROSION CONTROL BLANKET PER MNDOT 3885 FOR ALL ON- AND OFF-SITE DISTURBED AREAS AS SHOWN ON THE PLANS. SEED ANY DISTURBED AREAS NOT OTHERWISE INDICATED ON THE PLANS WITH MN/DOT LOW MAINTENANCE TURF MIX (#25-131) AT A RATE OF 220 LBS/AC. 17.NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN PLANS, SPECIFICATIONS, AND/OR FIELD CONDITIONS ENCOUNTERED. 18.REFER TO WRITTEN SPECIFICATIONS FOR ADDITIONAL INFORMATION. IN THE CASE OF ANY DISCREPANCIES BETWEEN DETAILS, PLANS, AND/OR SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. PLANTING SCHEDULE EXISTING 5' CONTOUR EXISTING 1' CONTOUR SYMBOL AND PATTERN LEGEND EXISTING TREE, TO REMAIN PROPOSED PAVING EXISTING PROPERTY BOUNDARY TREE+750 752 PROPOSED 5' CONTOUR PROPOSED 1' CONTOUR SHRUB PERENNIAL MULCHED PLANTING BED EXISTING BUILDING NEW BUILDING ROCK MULCH FOUNDATION STRIP TYPE A PERMANENT SEEDING TYPE B PERMANENT SEEDING CURB & GUTTER+LANDSCAPE BED EDGING EXISTING WETLANDWT TREE PROTECTION FENCINGX (750) (752) POND NORMAL WATER LEVEL (NWL) STORM OR SANITARY STRUCTURES, SEE CIVIL REGULATORY REQ'T.REQUIREMENT DESC.REQUIRED PROVIDED REQ.'T MET?GENERAL LOCATION REFERENCE CANOPY COVERAGE STANDARDS IMPERVIOUS SURFACE MITIGATION; MIN. 40% CANOPY COVERAGE REQ'D. PER THE FOLLOWING CALC.:VEHIC. HARDSCAPE (SF) x CANOPY COVER % = REQ'D MIN. CANOPY COVER NEW IMPERVIOUS VEHICULAR AREA ON SITE IS 83,303 SF.. CALCULATED CANOPY COVER MUST BE MIN. 0.40 x 83,303 SF = 33, 322 SF. AS PROVIDED BY NEW AND EXISTING TREES (SEE CALCS. ON SHEET R-07) 38,650 SF CANOPY COVERAGE: (2 EXIST. TREES = 1900 SF) + (65 NEW TREES = 36,750 SF) YES ALL NEW PAVED IMPERVIOUS AREAS CITY OF LINO LAKES ZONING CODE; PART 3, §1007.043(17)(a), §1007.043(17)(c) FOUNDATION LANDSCAPE STANDARDS REQ'D. ALONG PUBLIC/PRIVAGE STREETS; TREES MUST BE WITHIN 30' OF BUILDING FOUNDATION; 2 LARGE TREES AND 6 LARGE SHRUBS PER 100 LF OF BUILDING W/ ALT. PLANTING ON PG. 3-34 FOR 440 LF BUILDING FOUNDATION: 9 LARGE TREES, 27 LARGE SHRUBS REQUIRED AT N. BLDG, E. BLDG FACES (SEE CALCULATIONS W/ SUBSTITUTION ON SHEET R-07) 9 LARGE TREES, 3 LARGE SHRUBS, 50 MEDIUM SHRUBS YES PROPOSED BUILDING AREA ONLY CITY OF LINO LAKES ZONING CODE; PART 3, §1007.043(17)(a), §1007.043(17)(d) OPEN AREA LANDSCAPE STANDARDS REQ'D. AT ALL NON-HARDSCAPE DISTURBED OPEN SPACE AREAS AT 1 LARGE TREE AND 3 LARGE SHRUBS PER 2000 SF AREA FOR 70,293 SF OPEN AREA ON SITE: 36 LARGE TREES, 106 LARGE SHRUBS REQUIRED (SEE CALCULATIONS ON SHEET R-07) 102 LARGE TREES, 11 MEDIUM TREES, 61 LARGE SHRUBS, 68 MEDIUM SHRUBS NOTE: ALL OPEN AREA STANDARDS MET WITH NEW VEGETATION, DOES NOT INCL. EXISTING YES ALL SITE CITY OF LINO LAKES ZONING CODE; PART 3, §1007.043(17)(a), §1007.043(17)(e) BUFFER AND SCREEN STANDARDS YEAR-ROUND CONTINUOUS PLANTING SCREEN OF DOUBLE-ROW OF TREES & SHRUBS, FENCE/WALL, OR BERM WITH VEG. SCREEN PLANTING SCREEN OF DOUBLE ROW OF 6'H MIN. LG. SHRUBS AT MAX. 6'-0" O.C. SPACING W/ TREES EVERY [50LF - LARGE] [35LF - MED.] [25LF - SMALL] STAGGERED DOUBLE ROW OF LG. SHRUBS AT 6' O.C. SPACING W/ EVERGREEN TREES EVERY 35' O.C. YES EAST LOT LINE AT VICTOR PATH NEIGHBORHOOD CITY OF LINO LAKES ZONING CODE; PART 3, §1007.043(17)(a), §1007.043(17)(f) BOULEVARD TREE STANDARDS REQ.'D AT ALL NEW RESIDENTIAL SUBDIVISIONS AT ALL LOTS STREET FRONTAGES N/A N/A -N/A CITY OF LINO LAKES ZONING CODE; PART 3, §1007.043(17)(a), §1007.043(17)(g) SOD AND GROUND COVER STANDARDS REQ'D. MIN. 4" TOPSOIL AND SOD AT ALL DISTURBED AREAS; EXCEPTION FOR SEED AS NOTED IN DESCRIPTION FOR NATURAL AREAS AND WETLANDS, OTHER AS APPROVED BY THE CITY 4" TOPSOIL & SOD AT ALL DISTURBED AREAS EXCEPT WETLANDS AND OTHER NATURAL AREAS 6" TOPSOIL & LOW MAINT. TURFGRASS SEEDING WITH AT ALL GENERAL USE AREAS; 6" TOPSOIL AND STORMWATER SEED MIX FOR POND SLOPES; EROSION CONTROL BLANKET AT ALL SEEDING AREAS CITY TO REVIEW ACCEPTABLE SUBSTITUTION ALL DISTURBED NON-HARDSCAPE OR OTHERWISE LANDSCAPED AREAS CITY OF LINO LAKES ZONING CODE; PART 3, §1007.043(17)(a), §1007.043(17)(h) TREE PRESERVATION AND MITIGATION STANDARDS NON-ENVIRONMENTALLY SENSITIVE AREA (ESA) REQUIREMENTS APPLY TO THIS SITE FOR TREE PRESERVATION AND REPLACEMENT STANDARDS IN BASIC USE AREA, NO MITIGATION REQ'D. FOR EVERGREENS 12' - 20'H & DECID. TREES 6"+ DBH; OUTSIDE OF BASIC USE AREA, SEE REFERENCE FOR REPL. RATE SURFACE DETENTION POND AREA REPLACEMENT @ SPECIFIED REPLACEMENT RATE (EITHER 1 OR 2 TREES PER 1 REMOVED, SEE REFERENCE) CITY TO REVIEW ALL SITE CITY OF LINO LAKES ZONING CODE; PART 3, §1007.043(17)(a), §1007.043(17)(i) TREE SURVEY PROVIDE SURVEY FOR ALL DECIDUOUS TREES > 6" DBH AND EVERGREEN TREES > 12' TALL COMPLY WITH DESCRIBED, AND PROVIDE THE FOLLOWING INFORMATION: SPECIES, SIZE, LOCATION, DRIP LINE, TREE CONDITION ALL TREES SURVEYED BY SUNDE LAND SURVEYING, 2019 -ALL SITE DEVELOPMENT AREAS CITY OF LINO LAKES ZONING CODE; PART 3, §1007.043(17)(a), §1007.043(17)(m) TREE PRESERVATION PLAN BASED ON TREE SURVEY; SHOWS HOW TREES WILL BE PRESERVED DURING CONSTRUCTION SEE REQUIREMENTS IN REFERENCE TREE PROTECTION FENCING PER DETAILS AND SPECIFICATIONS CITY TO REVIEW ALL SITE DEVELOPMENT AREAS CITY OF LINO LAKES ZONING CODE; PART 3, §1007.043(17)(a), §1007.043(17)(m) LANDSCAPE BUFFER REQUIRED BUFFER BETWEEN SIDE OR REAR LOT LINES NOT LESS THAN 40' DENSE BUFFER REQUIRED PER §1007.043(17)(f) STANDARDS AT LI DISTRICT ADJACENT TO PUBLIC R.O.W. OR OTHERWISE DESIGNATED BY COMP PLAN 40' DEPTH PROVIDED AT EAST SWALE WITH LG. EVERGREENS AND DOUBLE ROW DENSE DECIDUOUS SHRUBS YES E PROPERTY LINE CITY OF LINO LAKES ZONING CODE; PART 3, §1007.043(17)(a), §1007.043(17)(f); §1007.120(3) APPLICABLE CODES & REGULATIONS THIS PROJECT IS DESIGNED TO CONFORM WITH ALL APPLICABLE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT, ANSI 117.1, AS AMENDED, AND THE CURRENT VERSION OF THE FOLLOWING APPLICABLE CODES AND REGULATIONS: 1.MINNESOTA STATE BUILDING CODE (2020) 2.MINNESOTA ACCESSIBILITY CODE (2020) 3.MINNESOTA FIRE CODE (2015) 4.RICE CREEK WATERSHED DISTRICT RULE 5.CITY OF LINO LAKES, MN, ZONING CODE ILLUSTRATIVE ELEVATION: EAST PROPERTY LINE SCREENING AT EAST ACCESS DRIVE NORTHSOUTH EAST ACCESS DRIVE EVERGREEN TREE, TYP. PROPOSED BUILDING, TYP. DECIDUOUS TREE, TYP. DOUBLE-ROW SHRUB SCREENING, TYP. FOUNDATION PLANTINGS - 1 REGULATORY SITE RESTORATION AND LANDSCAPING REQUIREMENTS REVIEW NOT TO SCALE QTY PLANT ID COMMON NAME SCIENTIFIC NAME CONT. OR B&B STD OR CLUMP FORM SIZE SPACING MATURE HT. (FT) LINO L. CAT.COMMENTS TREES 32 AC White fir Abies concolor B&B N/A 7'H Per plan 50'-0"L TREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/R-06. 20 AF Autumn Blaze maple Acer x freemanii 'Jeffersred'B&B Std Form 1.5" calip.Per plan 50'-0"L TREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/R-06. 4 AG Autumn Brilliance serviceberry (tree form) Amalanchier x grandiflora 'Autumn Brilliance'B&B Std Tree Form 1.5" calip.Per plan 25'-0"M TREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/R-06. 3 BN River birch Betula nigra B&B Clump (3 stem)1.5" calip.Per plan 50'-0"L TREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/R-06. 41 BP Dakota Pinnacle birch Betula platyphylla 'Fargo'B&B Std Form 1.5" calip.Per plan 40'-0"L TREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/R-06. 6 CO Common hackberry Celtis occidentalis B&B Std Form 1.5" calip.Per plan 70'-0"L TREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/R-06. 6 QB Beacon swamp white oak Quercus bicolor 'Bonnie and Mike'B&B Std Form 1.5" calip.Per plan 35'-0"M TREE Substitution only per approval by Landscape Architect. Provide staking per DTL 2/R-06. SHRUBS 58 CB Red-twigged dogwood Cornus baileyi Cont.N/A #5 72" O.C.10'-0'L SHR Substitution only per approval by Landscape Architect 65 TM Taunton yew Taxus x media 'Tautonii'Cont.N/A #5 60" O.C.4'-0'M SHR Substitution only per approval by Landscape Architect 3 VT Bailey compact American cranberrybush Virburnum trilobum 'Bailey Compact'Cont.N/A #5 60" O.C.6'-0'L SHR Substitution only per approval by Landscape Architect PERENNIALS 90 LP Prairie blazing star Liatris pychnostachya Cont.N/A 3.5" sq.12" O.C.N/A N/A Substitution only per approval by Landscape Architect PERENNIAL GRASSES 57 KF Karl Foerster feather reed grass Calamagrostis x acutiflora 'Karl Foerster'Cont.N/A #1 30" O.C.N/A N/A Substitution only per approval by Landscape Architect TYPE A SEEDING (Mn/DOT MIX 25-131)53,973 SF (1.24AC)Substitution only per approval by Landscape Architect TYPE B SEEDING (Mn/DOT MIX 33-261)16,320 SF (0.38AC)Substitution only per approval by Landscape Architect 910(910)910(910)9 1 5 (9 1 5 )915(915)915(915)915(915)915(915 )907(907)907 (907 )908(908)9 0 8 (9 0 8 )909(909)90 9 (9 0 9 )911(911)911 (91 1 )911(911)912(912)9 1 2 ( 9 1 2 )912(912)913(913)913(913)913(913)9 1 3 (9 1 3 )913(913)914(914)914(914)914(914)9 1 4 (9 1 4 )914(914)9 1 6 (9 1 6 ) 916(916)916(916)916(916)916(916)917(917)9 1 7 ( 9 1 7 )915(915)915(915)915(915)920(920) 92 0 (9 2 0 )911(911)912(912)913(913)914(914)916(916)916(916)916(916)917(917)917(917)917(917)917(917)917(917)918(918)918(918)918(918)918(918)918(918)919(919)919(919)919(919)XXXX X XCATVCATVCATVCATVCATV9" MAPLE7" MAPLE++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++WTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WTWT WTWTWTWTWT WT WT WT WTWT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WTWTWT WT WT WT WT WT++++915(915)915(915)915(915)911(911)912(912)913(913)914(914)916(916)916(916)916(916)917(917)917(917 )917(917)918(918)915(915)920(920)916(916)917(917)918(918)919(919)910910 915915 908908 909909 911911 912912 913913 914914 919919 919919 919919 920920 917917916916 917917 917917 918918918918 919919 915915 912912913913914914916916917917 91 8 91 8 919919 91691691791791 8 91 8 919919 922922920920921921910910 915915909909 911911912912913913914914 916916 917917REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 AMW MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN SITE RESTORATION KEY PLAN 23/02-1079.00 - R-01 A05/11/2020 52234 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ANDREA M. WEDUL CADD USER: Andrea M. Wedul FILE: C:\USERS\AMW\DESKTOP\TEMP\23021079\23021079_R-01.DWG PLOT SCALE: 1:2 PLOT DATE: 5/10/2020 9:02 PMBAR M:\AutoCAD 2011\AutoCAD 2011 Support\enu\Template\Barr_2011_Template.dwt Plot at 1 10/05/2010 14:03:50..CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 1 - PLAN: SITE RESTORATION KEY PLAN N0 40 80 SCALE IN FEET WEST POND EAST POND COUNTY HWY 14 (MAIN ST.)SEE R-04 SEE R-02 SEE R-03 PROPOSED BUILDING (PHASE 2) F.F.E. = 920.0' PROPOSED BUILDING (PHASE 1) F.F.E. = 920.0' EXISTING BUILDING F.F.E. = 919.0' WEST AREA EAST AREA NORTH AREA NOTES: 1.SEE GENERAL SITE RESTORATION NOTES AND LEGEND ON SHEET R-00. 2.SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES. 3.SEE SHEET R-04 FOR SEEDING MIX DESIGN. 7,820 SF TYPE B SEEDING AT POND SLOPES 8,510 SF TYPE B SEEDING AT POND SLOPES 53,980 SF TYPE A SEEDING AT ALL GENERAL SITE RESTORATION AREAS, TYP. NO SEEDING BELOW WEST POND NWL (914.0') NO SEEDING BELOW EAST POND NWL (913.0') EXISTING WETLAND BOUNDARY, TO PROTECT, TYP. 910910910910915915 915915908908908908909909909909911911911911912912912912913913913913914914914914916916917917 UEXXXXXXX915915913913914914916916917917915915 913913 91 4 91 4 917917917917918918919919917917 918918 919919 917917 916916 917917 918918 917917 918918 916916 917917 918918 917917 918918 920920918918 919919 921921922922923923920920921921 920920 919919 918918 919919 918918916916917917918918 920920 918918 919919 920920918918918918919919919919 +++++++++++++++++++++WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WT WTWTWTWTWTWT WT WT WT WT WT WT WT WTWTWTWTWTWTWT++++(7) RED-TWIGGED DOGWOOD CORNUS BAILEYI (7) RED-TWIGGED DOGWOOD CORNUS BAILEYI (7) RED-TWIGGED DOGWOOD CORNUS BAILEYI (7) RED-TWIGGED DOGWOOD CORNUS BAILEYI (7) RED-TWIGGED DOGWOOD CORNUS BAILEYI (16) RED-TWIGGED DOGWOOD CORNUS BAILEYI (7) RED-TWIGGED DOGWOOD CORNUS BAILEYI (7) RED-TWIGGED DOGWOOD CORNUS BAILEYI 1 - PLAN: SITE RESTORATION PLAN - EAST AREA NREVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 AMW MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN SITE RESTORATION PLAN EAST AREA 23/02-1079.00 - R-02 A05/11/2020 52234 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ANDREA M. WEDUL CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 EAST BASIN NWL = 913.0 MATCH LINE - SHEET R-03MATCH LINE - SHEET R-04SCALE IN FEET 40200 PROTECT EXISTING TREES, TYP. PROPERTY LINE, TYP. NEW ENTRANCE DRIVE PROPOSED BUILDING (PHASE 1) F.F.E. = 920.0 CADD USER: ANDREA M. WEDUL FILE: C:\USERS\AMW\DESKTOP\TEMP\23021079\23021079_R-02.DWG PLOT SCALE: 1:2 PLOT DATE: 5/10/2020 9:05 PMR-06 6 PROPOSED BUILDING (PHASE 2) F.F.E. = 920.0 TYPMATCH LINE - SHEET R-03 EXISTING BUILDING F.F.E. = 919.0' QB AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC BP BP BP BP BP BP BP BP QB AF AG AF AF QB BP BP BP BP BP BP CO SEE R-05 1 SEE R-05 2 SEE R-05 3 NOTES: 1.SEE SHEET R-00 FOR SITE RESTORATION NOTES AND KEY TO FEATURES. 2.SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES 3.SEE SHEET R-04 FOR SEEDING MIX DESIGN. PLANTING PLAN - WEST BUILDING AREA PLANTING PLAN - SOUTHEAST BUILDING AREAPLANTING PLAN - NORTHEAST BUILDING AREA TYPE A SEEDING AT ALL GENERAL SITE RESTORATION AREAS, TYP. R-00 1 AC AC AC AC AC AF AF AF BP AC AC AC AC AC AC AC AGAGAG TYPE B SEEDING AT POND SLOPES; NO SEEDING BELOW NWL, TYP. R-07 1 SIM OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE X X X X X X X 915(915) 915(915) 92 0 (92 0 ) 916(916) 916(916 ) 917(917)917(917)918(918)918(918) 919(919)915(915)915(915)915(915)911(911)912(912)913(913)914(914)916(916)916(916)916(916)917(917)917(917)917(917)917(917)917(917)918(918)918(918)918(918)918(918)918(918)919(919)919(919)919(919)915(915)915(915)916(916)916(916)917(917)918(918)918918920920919919919919 910910915915 909909911911912912913913914914 916916 917917918918 918918 918918 919919919919 910910 915915 909909 911911 912912 913913 914914 916916 917917 918918 919919 9109109159159099099119119129129139139149149169169179179189189199199 1 7 9 1 7 917917++++++++++++++++++++++++++++++WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT 914(914)914( 9 1 4 )917(917)REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 AMW MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN SITE RESTORATION PLAN WEST AREA 23/02-1079.00 - R-03 A05/11/2020 52234 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ANDREA M. WEDUL CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 WEST BASIN NWL = 914.0 MATCH LINE - SHEET R-02 MATCH LINE - SHEET R-04NOTES: 1.SEE SHEET R-00 FOR SITE RESTORATION NOTES AND KEY TO FEATURES. 2.SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES. 3.SEE SHEET R-04 FOR SEEDING MIX DESIGN.CADD USER: ANDREA M. WEDUL FILE: C:\USERS\AMW\DESKTOP\TEMP\23021079\23021079_R-03.DWG PLOT SCALE: 1:2 PLOT DATE: 5/10/2020 9:10 PM1 - PLAN: SITE RESTORATION PLAN - WEST AREA NSCALE IN FEET 40200 BP BNQB CO EXISTING BUILDING F.F.E. = 919.0' BP BP BP BP BP BP BP BP BP BP BP BP BP BP CO CO CO BN AF AF AF AF AF AF QB BP NORMAL WATER LEVEL (NWL), TYP. STORMWATER STRUCTURES, TYP. TYPE B SEEDING AT POND SLOPES; NO SEEDING BELOW NWL, TYP. TYPE A SEEDING AT ALL GENERAL SITE RESTORATION AREAS, TYP. EXISTING TREE PROTECTION FENCE, TYP. TREE PROTECTION FENCE, TYP. X920920 920920 919919919919919919 920920 920920 920920919919919919 921921 920920 918918919919 9" MAPLE 7" MAPLE +++ +++++ + + + + + + + + + + + + +WTWTWTWTWT WT WT WTWT WT WT WT WT WT WT WT WT WT WT WTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWTWT WT 920(920) 920(920) 9 2 0 ( 9 2 0 ) 920(920) 918(918) 918(918) 919(919) 919(919) 921(921) 922(922) 922(922) 922(922) 920(920) 92 0 (9 2 0 ) 918(918) 918(918) 919(919) 919(919)921(921)921(921 ) 921(921) 921(921) 921(921)921(921)921(921)921(921)9 2 1 (9 2 1 )922(922)922(922)920(920)920(920)918(918)919(919)919(919 )919(919)919(919)921(921)921(921)921(921)REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 AMW MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN SITE RESTORATION PLAN NORTH AREA 23/02-1079.00 - R-04 A05/11/2020 52234 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ANDREA M. WEDUL CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 MATCH LINE - SHEET R-02 MATCH LINE - SHEET R-03 CADD USER: ANDREA M. WEDUL FILE: C:\USERS\AMW\DESKTOP\TEMP\23021079\23021079_R-04.DWG PLOT SCALE: 1:2 PLOT DATE: 5/10/2020 9:12 PM1 - PLAN: SITE RESTORATION PLAN - NORTH AREA N SCALE IN FEET 40200 NOTES: 1.SEE SHEET R-00 FOR SITE RESTORATION NOTES AND KEY TO FEATURES. 2.SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES. BP EXISTING BUILDING F.F.E. = 919.0' AF QB QB BP BP BP BP AF AF AF AF AF AF AF CO BP BP BP BP BP 25-131 Common Name red fescue Chewing's Fescue Low Maintenance Kentucky bluegrass Hard fescue Sheep Fescue Perennial Ryegrass Purpose: Planting Area: Low Maintenance Turf Scientific Name Festuca rubra Festuca rubra ssp. commutata Poa pratensis Low Maintenance Festuca trachyphylla Festuca ovina Lolium perenne Total Statewide Combine all components when blending this mix. Rate (lb/ac) Rate (kg/ha) 64.00 44.00 36.00 30.00 25.00 21.00 220.00 % of Mix 71.73 49.32 40.35 33.63 28.02 23.54 246.59 (by weight) 29.09% 20.00% 16.36% 13.64% 11.37% 9.54% 100.00% Seeds/ sq ft 667.00 458.60 1148.70 389.10 304.22 104.60 3072.22 Salt, shade and drought tolerant turfgrass. Requires less frequent mowing and less fertilization than conventional turfgrass. 33-261 Stormwater South &West Common Name big bluestem fringed brome Virginia wild rye fowl bluegrass slender wheatgrass switchgrass prairie cordgrass Indian grass bluejoint awl-fruited sedge dark green bulrush woolgrass golden alexanders autumn sneezeweed marsh milkweed leafy beggarticks Canada anemone obedient plant tall coneflower New England aster flat-topped aster spotted Joe pye weed blue vervain Oats Purpose: Planting Area: Scientific Name Andropogon gerardii Bromus ciliatus Elymus virginicus Poa palustris Elymus trachycaulus Panicum virgatum Spartina pectinata Sorghastrum nutans Calamagrostis canadensis Grasses Subtotal Carex stipata Scirpus atrovirens Scirpus cyperinus Sedges & Rushes Subtotal Zizia aurea Helenium autumnale Asclepias incarnata Bidens frondosa Anemone canadensis Physostegia virginiana Rudbeckia laciniata Symphyotrichum novae-angliae Doellingeria umbellata Eutrochium maculatum Verbena hastata Forbs Subtotal Avena sativa Cover Crop Subtotal Total Rate (lb/ac) Rate (kg/ha) 2.00 2.00 1.50 1.06 1.00 0.38 0.38 0.12 0.06 8.50 0.25 0.19 0.06 0.50 0.20 0.13 0.11 0.11 0.07 0.07 0.07 0.07 0.06 0.06 0.05 1.00 25.00 25.00 35.00 % of Mix 2.24 2.24 1.68 1.19 1.12 0.43 0.43 0.13 0.07 9.53 0.28 0.21 0.07 0.56 0.22 0.15 0.12 0.12 0.08 0.08 0.08 0.08 0.07 0.07 0.06 1.12 28.02 28.02 39.23 (by weight) 5.72% 5.73% 4.28% 3.03% 2.85% 1.07% 1.07% 0.36% 0.18% 24.29% 0.71% 0.54% 0.18% 1.43% 0.56% 0.36% 0.32% 0.31% 0.19% 0.21% 0.21% 0.19% 0.17% 0.18% 0.15% 2.85% 71.43% 71.43% 100.00% Tallgrass Aspen Parklands, Prairie Parkland, and Eastern Broadleaf Forest Provinces. Mn/DOT Districts 2(west), 3B, 4, Metro, 6, 7 & 8. Seeds/ sq ft 7.35 8.10 2.31 50.70 2.53 1.93 0.91 0.55 6.40 80.78 3.10 31.70 39.00 73.80 0.79 5.97 0.20 0.20 0.20 0.30 0.37 1.56 1.50 2.19 1.85 15.13 11.14 11.14 180.85 Stormwater pond edges, temporarily flooded dry ponds, and temporarily flooded ditch bottoms. TYPE A SEEDING: MNDOT MIX 25-131 LOW MAINTENANCE TURF NOT TO SCALE 2 - TYPE B SEEDING: MNDOT MIX 33-261 STORMWATER SO. & WEST NOT TO SCALE 3 - STORMWATER INLET OR DEVICE, TYP +++XXXXXXX57.7'28.0'30.0'30.0'13.4'5.0'TYP.46.9'4.8'4.2'5.9'9.7'1.5'1.5'7.0'14.9'12.8'6.0'40.0' 1.5'19.1'FOUNDATION PLANTING BED, TYP., SEE (2) TAUNTON YEW TAXUS X MEDIA 'TAUTONII' (8) TAUNTON YEW TAXUS X MEDIA 'TAUTONII' (3) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' (9) TAUNTON YEW TAXUS X MEDIA 'TAUTONII' (3) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' (3) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' (5) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'(2) TAUNTON YEW TAXUS X MEDIA 'TAUTONII' (5) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' (9) PRAIRIE BLAZING STAR LIATRIS PYCHNOSTACHYA (9) PRAIRIE BLAZING STAR LIATRIS PYCHNOSTACHYA (9) PRAIRIE BLAZING STAR LIATRIS PYCHNOSTACHYA (11) PRAIRIE BLAZING STAR LIATRIS PYCHNOSTACHYA (11) PRAIRIE BLAZING STAR LIATRIS PYCHNOSTACHYA (8) TAUNTON YEW TAXUS X MEDIA 'TAUTONII'6 R-06 FOUNDATION PLANTING BED, TYP., SEE 6 R-06 14.9' 4.2'36.0'8.5'4.2'5.3'11.3'4.2'36.0'4.3'46.9'+WT+XXX(10) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' (7) TAUNTON YEW TAXUS X MEDIA 'TAUTONII' (3) BAILEY COMPACT AMERICAN CRANBERRYBUSH VIBURNUM TRILOBUM 'BAILEY COMPACT' (4) TAUNTON YEW TAXUS X MEDIA 'TAUTONII' (4) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' (4) TAUNTON YEW TAXUS X MEDIA 'TAUTONII' (4) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' (7) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' (3) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X A. 'KARL FOERSTER' (3) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X A. 'KARL FOERSTER' (7) KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS X A. 'KARL FOERSTER' (4) TAUNTON YEW TAXUS X MEDIA 'TAUTONII' (41) PRAIRIE BLAZING STAR LIATRIS PYCHNOSTACHYA FOUNDATION PLANTING BED, TYP., SEE 6 R-06 12.1'30.1'(22) TAUNTON YEW TAXUS X MEDIA 'TAUTONII'FOUNDATION PLANTING BED, TYP., SEE 6 R-06 111.5'4.0'REVISION DESCRIPTIONDATEAPP.BYNO.CHK.TO/FOR RELEASED DATE RELEASED Approved Designed Drawn Checked Date Scale DWG. No. BARR PROJECT No. CLIENT PROJECT No. REV. No.Minneapolis, Minnesota Ph: 1-800-632-2277 Corporate Headquarters: DATE LICENSE # SIGNATURE I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. BARR ENGINEERING CO. Project Office: PRINTED NAME AS SHOWN 05/11/2020 AMW MAK BARR MAK LABORERS TRAINING CENTER LINO LAKES, MN LTC CAMPUS EXPANSION LINO LAKES, MN PLANTING PLANS PROPOSED BUILDING AREA 23/02-1079.00 - R-05 A05/11/2020 52234 ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ANDREA M. WEDUL CLIENT BID CONSTRUCTION PERMITTING ------- ------- ------- 05/11/20------ ------- A B C 0 1 2 3 Suite 200 4300 MARKETPOINTE DRIVE Fax: (952) 832-2601 www.barr.com Ph: 1-800-632-2277 MINNEAPOLIS, MN 55435 CADD USER: ANDREA M. WEDUL FILE: C:\USERS\AMW\DESKTOP\TEMP\23021079\23021079_R-05.DWG PLOT SCALE: 1:2 PLOT DATE: 5/10/2020 9:15 PMPROPOSED BUILDING (PHASE 2) F.F.E. = 920.0 1 - PLAN: PLANTING PLAN - NORTHEAST BUILDING AREA N2 - PLAN: PLANTING PLAN - SOUTHEAST BUILDING AREA N3 - PLAN: PLANTING PLAN - WEST BUILDING AREA NPROPOSED BUILDING (PHASE 1) F.F.E. = 920.0 PROPOSED BUILDING (PHASE 2) F.F.E. = 920.0 SCALE IN FEET 20100 SCALE IN FEET 20100 SCALE IN FEET 20100 PROPOSED BUILDING (PHASE 1) F.F.E. = 920.0 NOTES: 1.SEE SHEET R-00 FOR SITE RESTORATION NOTES AND KEY TO FEATURES. 2.SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES. 3.SEE SHEET R-04 FOR SEED MIX DESIGN. 18" ROCK MULCH STRIP, TYP. 18" ROCK MULCH STRIP, TYP. 18" ROCK MULCH STRIP, TYP. LANDSCAPE EDGING AT TURF LAWN AREAS, TYP. LANDSCAPE EDGING AT TURF LAWN AREAS, TYP. LANDSCAPE EDGING AT TURF LAWN AREAS, TYP. NOTES: 1.SEE SHEET R-00 FOR SITE RESTORATION NOTES AND KEY TO FEATURES. 2.SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES. 3.SEE SHEET R-04 FOR SEED MIX DESIGN. NOTES: 1.SEE SHEET R-00 FOR SITE RESTORATION NOTES AND KEY TO FEATURES. 2.SEE SHEET R-00 FOR PLANTING AND SEEDING SCHEDULES. 3.SEE SHEET R-04 FOR SEED MIX DESIGN. 18"W ROCK MULCH STRIP, TYP. AF CO AC AG AC AC AC AC AC AF AF AG AG AG PROTECT SANITARY MANHOLE 149.6' BP 4.0' 1 CITY OF LINO LAKES RESOLUTION NO. 20-68 RESOLUTION APPROVING CONDITIONAL USE PERMIT FOR LABORER’S TRAINING CENTER (2350 MAIN STREET) WHEREAS, the City received a land use application for a Conditional Use Permit for Laborer’s Training Center (LTC) located at 2350 Main Street and hereafter referred to as “Development”; and WHEREAS, the property is zoned LI, Light Industrial and allows for two (2) or more buildings on the same lot with a conditional use permit; and WHEREAS, the legal description of the subject property is as follows: (Per Quit Claim Deed Doc. No. 1324428 and Warranty Deed No. 197637.003) East 1/2 of the Southeast Quarter of the Northeast Quarter of Section 24, Township 31, Range 22, except Parcel 11, Anoka County Right of Way Plat No. 65, according to the map or plat thereof on file and of record ln the office of the Anoka County Recorder and Registrar of Titles; and WHEREAS, City staff has completed a review of the land use application based on the following plans: • Civil Plan Set prepared by Barr Engineering Co. dated May 11, 2020 • Architectural Plan Set prepared by Architecture Advantage dated May 11, 2020 • Boundary Survey prepared by Sunde Land Surveying dated April 17, 2019 • Stormwater Management Plan prepared by Barr Engineering Co. dated May 2020 • Wetland Delineation Report prepared by Barr Engineering Co. dated August 2019 • Street Vacation Exhibit prepared by Sunde Land Surveying dated May 7, 2020; and WHEREAS, a public hearing was held before the Planning & Zoning Board on June 10, 2020 and the Board recommended approval of the conditional use permit. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes hereby makes the following findings: FINDINGS OF FACT 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. 2 b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed LTC campus expansion project is consistent with the Land Use, Utility, Local Water Management, Capital Improvement, Policy and Natural Environmental Plans and recommendations of the comprehensive plan as detailed in the Council staff report. 2. The proposed development application is compatible with present and future land uses of the area. The proposed LTC campus expansion project is compatible with present and future land uses. The subject site and adjacent parcels to the north, south and west are guided and zoned for industrial and commercial use. The parcels to the east are residential townhomes in the City of Hugo. The industrial building is setback 75 ft from the property line and includes a landscape buffer. The proposed LTC campus expansion project is consistent the industrial land uses. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. A Site Plan Review has been completed and the proposed LTC campus expansion project meets zoning performance standards with conditions listed in staff report. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. 3 d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer-financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties, that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. The proposed LTC campus expansion project does not change the level of service on CSAH 14 (Main Street). The road is an A-Minor Arterial Connector Road and is capable of handling the additional traffic volume proposed by the project. 5. The proposed development shall be served with adequate and safe water supply. The proposed LTC campus expansion project will connect to an adequate and safe municipal water supply. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The proposed LTC campus expansion project will be served by an adequate and safe municipal sanitary sewer system. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. No City funds are being expended on this project. 4 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed LTC campus expansion project is an allowed use within the LI, Light Industrial District with an approved conditional use permit. The project will not generate excessive traffic, noise, smoke, fumes, glare or odors. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic or historic features on the existing site. BE IT FURTHER RESOLVED by The City Council of Lino Lakes in addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1007.120 (9) (f) must also be met: (f) Two (2) or more buildings on same lot provided such buildings relate to a permitted or conditional use that is operated as single business or enterprise Laborer’s Training Center is creating a vocational training campus with the construction of the second building. The existing building is a permitted use and both buildings will be operated as a single business. BE IT FURTHER RESOLVED by The City Council of the City of Lino Lakes hereby approves the conditional use permit for two (2) or more buildings on the same lot for Laborer’s Training Center located at 2350 Main Street subject to the following conditions: 1. The easterly driveway to Victor Path is for weekly truck deliveries, weekly trash & recycling collection and emergency access only. Students, staff and general public access to the campus shall be via CSAH 14 (Main Street). 2. No open and outdoor storage is allowed unless approved by a separate conditional use permit for such use. 3. A separate public drainage and utility easement shall be recorded over the stormwater pond, wetlands, conservation easement and wetland buffer. 4. A conservation easement and wetland buffer declaration shall be recorded over the wetland and buffer. 5. A Site Performance Agreement and securities are required. BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes hereby approves the conditional use permit subject to the following requirements being addressed prior to issuance of a grading permit: 5 1. All comments from the City Engineer letter dated June 3, 2020 shall be addressed. 2. All comments from the Environmental Coordinator letter dated May 29, 2020 shall be addressed. 3. A RCWD permit is required. 4. A Site Improvement Performance Agreement shall be approved by City Council and executed. 5. A separate public drainage and utility easement extending 10 feet from the high water level (HWL) of the storm water ponds shall be drafted by the applicant and recorded over the stormwater ponds. 6. A separate recordable drainage and utility easement over the delineated wetland, conservation easement and wetland buffer shall be drafted by the applicant for City review and recorded. BE IT FURTHER RESOLVED by the City Council of the City of Lino Lakes hereby approves the conditional use permit subject to the following requirements being addressed prior to issuance of a building permit: 1. All Applicable Plan Sheets a. The area between the existing building and new building shall be hard surfaced. b. Wetland buffer area shall be revised per RCWD requirements. c. Trash enclosure location shall be shown. d. Plan sheets shall include signature. e. Driveway access within the City of Lino Lakes to Victor Path shall be constructed to accommodate emergency vehicles. f. A gate shall be installed along the easterly driveway at a location that would best deter students, staff and the general public from using this driveway. g. Signage shall be installed noting the easterly driveway is for truck delivery/emergency access only and not general public use. 2. Create New Wetland and Buffer Plan Sheet a. Wetland buffer area shall be revised per RCWD requirements. b. Wetland buffer monument sign locations shall be provided. c. City’s wetland buffer sign detail shall be included. Adopted by the Council of the City of Lino Lakes this 13th day of July, 2020. The motion for the adoption of the foregoing resolution was introduced by Council Member_______________ and was duly seconded by Council Member ________________ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: 6 ______________________________ Rob Rafferty, Mayor ATTEST: ________________________ Julianne Bartell, City Clerk CITY OF LINO LAKES RESOLUTION NO. 20-69 RESOLUTION APPROVING A SITE IMPROVEMENT PERFORMANCE AGREEMENT WITH LABORER’S TRAINING CENTER (2350 MAIN STREET) WHEREAS, the City has completed review of the site and building plan for Laborer’s Training Center located at 2350 Main Street; and WHEREAS, the parcel is legally described as follows: (Per Quit Claim Deed Doc. No. 1324428 and Warranty Deed No. 197637.003) East 1/2 of the Southeast Quarter of the Northeast Quarter of Section 24, Township 31, Range 22, except Parcel 11, Anoka County Right of Way Plat No. 65, according to the map or plat thereof on file and of record ln the office of the Anoka County Recorder and Registrar of Titles and; WHEREAS, Section 1007.020(5)(d) of the Lino Lakes Zoning Ordinance requires the execution of a site performance agreement prior to issuance of a building permit. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes that the Site Improvement Performance Agreement between the City of Lino Lakes and Laborer’s Training Center is hereby approved and the Mayor and City Clerk are authorized to execute such agreements on behalf of the City. Adopted by the Council of the City of Lino Lakes this 13th day of July, 2020. The motion for the adoption of the foregoing resolution was introduced by Council Member_______________ and was duly seconded by Council Member ________________ and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: _______________________________ Rob Rafferty, Mayor ATTEST: ________________________ Julianne Bartell, City Clerk 1 WS – Item #4 WORK SESSION STAFF REPORT Work Session Item No. 4 Date: July 6, 2020 To: City Council From: Katie Larsen, City Planner Re: City Ordinance on the Keeping of Bees Background The City Council asked staff to compile information regarding the City ordinance as it relates to the keeping of bees. Section 1, Subd. 2.B defines animals as follows: Animals, Domestic. Any animal commonly accepted as a domesticated household pet. Unless otherwise defined, such animals shall include dogs, cats, caged birds including pigeons, gerbils, hamsters, guinea pigs, domesticated rabbits, fish, non-poisonous, non-venomous and non-constricting reptiles or amphibians, and other similar animals. Animals, Farm. Any animal commonly associated with a farm or performing work in an agricultural setting. Unless otherwise defined, such animals shall include members of the equestrian family (horses, mules), bovine family (cows, bulls), sheep, poultry (chickens, turkeys), fowl (ducks, geese), swine (excluding Vietnamese pot-bellied pigs), goats, bees, and other animals associated with a farm, ranch, or stable. Per the City ordinance, bees are considered farm animals. Keeping of farm animals are allowed on properties zoned R, Rural, R-X, Rural Executive and R-BR, Rural Business Reserve. No permit is required. The City currently has over 9,600 acres of property zoned R, Rural, R-X, Rural Executive or R-BR, Rural Business Reserve that allows for the keeping of bees. This represents nearly 45% of the City’s total acreage (21,268 acres). Requested Council Direction Discussion item. 2 Attachments 1. Zoning Map 2. April 7, 2014 Work Session Staff Report 3. May 5, 2014 Work Session Staff Report 4. May 5, 2014 Work Session Minutes 1317326410 4 6 4318113153A6151436 5 17 274 46 2216 15 418164 11111123344 5648 1045506 652 7132449 22 40 and 55 720161341 48 2 1 222525 18 9239 15 23 12489 51 19 13151463 1938 110 26174 210 9954111141 1110 7394 10 3 3 426 5101 24241151618 64 45 56 8 333 12 222 4 3 4 4322 4172 23141614 13 25 11 935 14 16 3 13118265411 10 82 63 101 252353 27 8276213221516951757 8 52 325 247 6 9206 1 2576 92 4 3 3 51672 9116488 91 3 793 129 192 3 2 26 7214 35 51 6 95 5 25 2171 8 185 27452 2 4 10 12 1 5 126 95 7 112 19 15 434 2 43131312 1 1222 81 9 4 28 614 10 28 14 1314 11 3 818 485 1 1515 1382142 57 1683 53 2 4575 93 27 6 37 87 498 5D3 7 2 5 1 4 7 1082811121 11 2 981 312 56 4 2 5721874533 2 131 455 11313177 5 1029 11 12874 1 7 6120 19 33 22184318 131 1 89675 15 9 4156 3 7 3 332 2 4 111 15 8 11 12219 3 4 6 10 11 11 8 111115 2015 2 22 1 11 697 2109 3 3 1 14 7 315 3 14 15 4 28 6 2 6 3 4 10513661 38 11 2 16 82 18 15 2 8 6 4 14 7 2 147147 4 8 41 20 31 18 3 1 888 3 11 21 103 4 2 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C t%&d( %&d( %&d( %&c( %&c( %&c( G¦WX G¦WX G`WX G`WX GÀWX GÀWX GuWX GÀWX GuWX G»WX Sª GwWX S± S± GnWX GnWX GwWX GnWX RICE CREEK CHAIN OF LAKES REGIONAL PARK RESERVE City of Centerville LIOrd. 09-19 6200 6400 6300 6600 6500 7100 6700 6100 8400 8300 6800 8200 8100 6900 7600 7700 7500 7300 7800 7400 7900 7000 7200 8000 6100 7100 6700 6500 6400 8400 6300 6600 8300 6800 8200 6200 8100 7600 6900 7700 7500 7300 7800 7400 6000 7000 7900 7200 8000 10001300900140012001600110017005008004007006001500180019003001002002000210022002300024002400180017001100100090080023002200210020001900160015001400130012007006005004003002001000City of Lino LakesZoning District Map Lino LakesCommunity Development600 Town Center ParkwayLino Lakes, Minnesota 55014 Phone (651) 982-2400 City of Shoreview City of North Oaks White Bear Township City of Columbus City of BlaineCity of Hugo: Map Document: J:\gis\city\Lino Lakes\Maps\ZoningDistrictMap.mxd Coordinate System: Anoka County NAD83 FeetLambert Conformal Conic Anoka County Parcel Data:Jun 2017 Releaseoddevenodd even HOUSE NUMBERING SYSTEM Legend Parcels Streams Lake PDO Planned Development ZONING R Rural R-X Rural Executive R-1 Single Family Residential R-1X Single Family Executive R-2 Two Family Residential R-3 Medium Density Residential R-4 High Density Residential R-6 Manufactured Home Park LB Limited Business GB General Business NB Neighborhood Business GI General Industrial LI Light Industrial R-BR Rural/Business Reserve PSP Public Semi-Public PUD Maps are for illustrative purposes only.Recent changes may not be included.Land Use and Zoning Informationshould be verified with City Staff. 0 2,000 4,0001,000 DRAWING SCALE IN FEETCity of Circle PinesUpdated Through Ordinance No. 19-18 January 3, 2020 1 WS – Item #3 WORK SESSION STAFF REPORT Work Session Item No. 3 Date: April 7, 2014 To: City Council From: Katie Larsen, City Planner Re: City Ordinance on the Keeping of Bees Background The City Council asked staff to compile information regarding the City ordinance as it relates to the keeping of bees. Section 1, Subd. 2.B defines animals as follows: Animals, Domestic. Any animal commonly accepted as a domesticated household pet. Unless otherwise defined, such animals shall include dogs, cats, caged birds including pigeons, gerbils, hamsters, guinea pigs, domesticated rabbits, fish, non-poisonous, non-venomous and non-constricting reptiles or amphibians, and other similar animals. Animals, Farm. Any animal commonly associated with a farm or performing work in an agricultural setting. Unless otherwise defined, such animals shall include members of the equestrian family (horses, mules), bovine family (cows, bulls), sheep, poultry (chickens, turkeys), fowl (ducks, geese), swine (excluding Vietnamese pot-bellied pigs), goats, bees, and other animals associated with a farm, ranch, or stable. Per the City ordinance, bees are considered farm animals. Keeping of farm animals are allowed on properties zoned R, Rural and R-X, Rural Executive. No permit is required. The City currently has over 8,000 acres of property zoned R, Rural or R-X, Rural Executive which allows for the keeping of bees. This represents nearly 38% of the City’s total acreage (21,267 acres). R, Rural or R-X, Rural Executive parcel sizes range from anywhere 0.5 acres to 40+ acres. The two most recent requests came from residents who live on properties zoned single family and are 0.36 to 0.41 acres in size. Staff’s research on other community ordinances related to bee keeping found there is no standard regulation. Ordinances varied on lot size requirements, zoning districts, licensing, setbacks etc. 2 Requested Council Direction Bee keeping is allowed on more than 8,000 acres of rurally zoned property within the city. Staff does not recommend amending the ordinance to allow for bee keeping in other zoning districts. Attachments 1. Zoning Map 1 WS – Item #2 WORK SESSION STAFF REPORT Work Session Item No. 2 Date: May 5, 2014 To: City Council From: Katie Larsen, City Planner Re: City Ordinance on the Keeping of Bees Background At the April 7, 2014 Council Work Session, staff presented the City Council with information regarding the current City ordinance as it relates to the keeping of bees. Currently, bees are considered farm animals and the keeping of bees is allowed on properties zoned R, Rural or R-X, Rural Executive with no requirements for permits or lot size/setback regulation. At the Work Session, the Council and staff heard from residents and proponents of hobby bee keeping requesting the ordinance be amended to allow for the keeping of bees on residential properties. Since the Work Session meeting, staff received numerous phone calls and emails from residents in opposition to such an amendment. At the April 14, 2014 City Council meeting, two residents spoke at Open Mike in opposition and one spoke in favor. Staff was directed by Council to bring the item back to the May 5th Council Work Session with more information. Ordinance Research The University of Minnesota Bee Lab website has a summary of 82 Minnesota city ordinances related to bee keeping. Review of these ordinances found no standard regulation. Ordinances varied on lot size requirements, zoning districts, licensing, setbacks etc. Staff met with Gary Reuter a scientist at the University of Minnesota, Department of Entomology to gain a better understanding of the hobby. If the City amends the ordinance to allow for bee keeping on residential properties, the following requirements could be considered: 1. Lot Size a. No minimum requirement 2. Zoning a. Rural and Residentially zoned parcels only 2 3. Setbacks for hives a. 25 feet from rear and side property lines i. Provides safe distance for bees to establish flight patterns ii. Typical lot width is 80 feet which provides flexibility in locating hives from side lot lines iii. Typical lot depth is 135 feet which provides flexibility in locating hives from rear lot lines b. Hives shall be allowed in rear yards only unless zoned R or R-X c. Should special consideration be given for rear yards that abut protected open space/conservation areas? 4. Colony Density a. Standard R-1 Single Family lot size is 10,800 s.f. = ¼ acre b. 2 hives are manageable for a hobby bee keeper on smaller residential lots i. 2 hives or colonies per 0 to ½ acre ii. 4 hives or colonies per ½ acre to 1 acre iii. 6 hives or colonies per 1 acre to 5 acre iv. Unlimited hives or colonies greater than 5 acres 5. Water source shall be provided 6. Written neighbor consent shall be provided by 100% of abutting property owners 7. Educational requirement for hobby bee keeper shall be required 8. City license/permit application and fee shall be required This list is not intended to be all inclusive but rather a starting point for conversation. Requested Council Direction If Council wishes to further the conservation of amending the ordinance, staff recommends sending the issue to the Planning & Zoning Board for public hearing and comment. The Planning & Zoning Board will make recommendation to City Council for the final decision. Attachments None. WS – Item #5 WORK SESSION STAFF REPORT Work Session Item No. 5 Date: July 6, 2020 To: City Council From: Sarah Cotton, City Administrator Re: Interim Accounting Services Background With the recent appointment of Sarah Cotton to the City Administrator position and the resignation of the city’s Accounts Payable/Payroll Technician, there are currently two vacancies within the Finance Department. Staff has posted both vacancies and is beginning to receive applications. It is unknown how long a vacancy will remain in either of these positions. Staff is working to evaluate both the short and long-term needs within the Finance Department. In evaluating options that might provide some interim assistance, Staff reached out to AEM Financial Solutions. Staff outlined potential service needs in the short-term including, bank reconciliations, budget development/preparation, and TIF reporting, as well as long-term service needs the Finance Department may require. AEM has submitted an Accounting Service Proposal that details fees for services outlined in the scope of work on a monthly or fixed fee basis as follows: Bank Reconciliation - $1,250/month TIF Reporting - $2,000 Budget Preparation - $14,500 Staff has reviewed the proposal and at this time recommends entering into an agreement for the Bank Reconciliation and TIF Reporting components of the proposal. Attachments AEM Financial Solutions Accounting Services Proposal Requested Council Direction Review and discuss the Accounting Services Proposal submitted by AEM Financial Solutions. 5201 Eden Avenue Suite 250 Edina, MN 55436 P: (952) 835.9090 • F: (952) 835.3261 100 Warren Street Suite 600 Mankato, MN 56001 P: (507) 625.2727 • F: (507) 389.9139 www.aemcpas.com Accounting Services Proposal City of Lino Lakes July 1, 2020 July 1, 2020 Sara Cotton, City Administrator City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 Dear Sara, Thank you for the opportunity to submit this proposal to the City of Lino Lakes, Minnesota (the City) for accounting services. Based on our past experience with cities of comparable size and complexity, we believe our structured contract with defined outcomes offered through AEM Financial Solutions, LLC (AEMFS) would provide the City with excellent accounting services. We believe our solution will continue to result in the City receiving high level information and continual improvement of processes. Our proposal is based on the needs of the City as discussed with the City Administrator and the experiences we have had working with other cities. The proposal outlines the scope of services we believe will address the needs of the City. The term of this contract shall be from July 7, 2020 -September 30, 2020 or when the City completes it Finance Director recruiting process. An AEMFS representative will perform the majority of services remotely however; we will be in the City offices as necessary to perform responsibilities as noted on the Scope of Services page. Investment by the City for services is indicated in the financial page. AEMFS would like to thank the City for the opportunity. We look forward to exceeding your expectations and developing a long-term, mutually beneficial relationship. Sincerely, AEM Financial Solutions, LLC an Abdo, Eick & Meyers, LLP Company Jean D. McGann, CPA President, AEM Financial Solutions, LLC Partner, Abdo, Eick & Meyers, LLP 2 Table of Contents Government Experience 4 Outsourced Finance Director 5 Technology 6 Your Team 7 Team Bios 8 Value & Scope of Service 13 What Our Clients Say 15 Why AEM?16 Appendix A (Agreement for Financial Services) Appendix B (Agreement for the Provision of Professional Services) Appendix C (Sample Utility Rate Study) Appendix D (Sample Long Term Plan) 3 Government Experience You can have confidence in our 10 years of consulting services, over 55 years of quality accounting services and partnership in the government space. Since 1963, we’ve served cities just like yours. With an unwavering commitment to streamlining processes, training staff, and finding technology-based solutions, we proudly offer excellence in city consulting and auditing. Out of our 160-strong, talented staff, over 40 team members are 100% focused on government clients, including services for over 100 cities and other governmental entities. By serving cities across Minnesota, we have become experts in the nuances of how to best support your city. Our expertise affords you a consulting experience that is painless. We do this by communicating up front, coming better prepared, and being available throughout the year to support you. Our Process Our methods are centered around incorporating technology to deliver unparalleled solutions for government organizations. In addition to our consulting experience, our firm expertly performs outsourcing for governments giving us a wealth of experience in a consulting role. We don’t believe in a one-size-fits-all mentality. So together, we’ll focus on the needs that are relevant to your city and provide the right services to meet them with a customized methodology based on your needs. We’re focused on developing creative, customized solutions to help your city mitigate costs and boost efficiency. Our Focus Through continuous training and growth opportunities, we’ve established an environment with a focus on serving city governments. We spend more than 100 hours training and onboarding to ensure success for our clients. We truly hope that you allow us to be your partner. Together, we’ll go beyond the numbers to best support your city. Our Financial Management and Consulting Services Include: •Arbitrage compliance •Budget process development •Capital improvement planning •Cash flow analysis •Cost containment processes •Debt management plans •ERP system consulting •Finance Director services •Financial management plans •Financial reporting and analysis •Fleet: Operations and replacement rate analysis •Interim accounting and financial services •Internal control evaluation •Long-term strategic planning •Payroll processing •Policy development •Process flows and efficiencies •Project management •Quarterly and monthly reporting to management •Reconciliations •Software implementation •Utility/fee analysis •Year-end audit preparation and financial statement preparation Our Qualifications GFOA and MnGFOA Association members Government operations training MSRB Municipal Advisor Qualified Representatives (Series 50) Consulting services for over 100 cities We’ve assisted many municipalities in preparing for the GFOA’s Certificate of Achievement for Excellence awards in financial reporting 4 Outsourced Finance Director Building relationships to become a valuable extension of your organization is what our Financial Solutions team will be ardently focused on when we work with you. When you employ our team, you gain a fresh perspective on a broad range of topics -you’ll have one point of contact but a whole team of people bringing you value. With that said, we’ve had the opportunity to over 100 clients in the Midwest. Among the support we provide, Outsourced Finance Director Services are a primary focus of our team. We offer this service for a broad range of cities with populations ranging from 800 -25,000 in size. Acting as outsourced finance directors and controllers requires a broad ranges of skills and experience. We bring a unique set of skills and experience as former government auditors, finance directors and controllers.. Through this lens, we implement processes and procedures to improve your organization’s daily operations. Our experience translates to insights that streamline the audit and budget process and internal controls, consequently reducing audit findings and improving efficiencies. Ultimately, this will save your community time and money. Process When you select our team, our process is made simple -for you and for your employees. First, we meet with your city administration to understand the challenges you face. We then analyze your financial statements, review budgets, and connect with your auditors to understand your financial position from their perspective. This give us a holistic view to formulate a plan and propose how we can best support you. Once our proposal is accepted, we’ll work with key stakeholders to understand cash flow, investments, and begin fulfilling proposal initiatives. Together we’ll identify priorities and begin implementation. Qualifications Our people make the difference-we have seven members on our team who have passed the Series 50 exam. These registered municipal advisors will manage your bonds, investments, and strategic planning initiatives. Out of 14 members in our Financial Solutions group, 60% of their work is focused on outsourced Finance Director services. The majority of our team members have worked in government organizations and public accounting bringing you a fresh perspective backed by relevant experience. We’re confident that AEM has the right expertise, team support, and recommendations to help your city grow. We look forward to supporting you and your team. 5 Technology AEM Technology We believe technology should enhance our service offerings, making our work less intrusive, our time with you more productive and keep everyone’s data more secure. Our use of technology in providing financial accounting services enables us to streamline our work.. It also helps us to automate certain functions of accounting services so we are free to spend more time analyzing our results and working directly with you. AEM takes the security of our data and our clients data very seriously. A number of systems are in place to ensure the safety of your organization’s data with us. We operate in a completely remote hosted environment. This not only allows us to work from any computer, anywhere, any time, but also provides large scale, cutting edge technology and security for your data. Your data is housed in a secure data warehouse, not on laptops or local servers. It also means: All firm staff use dual authentication for every login to our remote environment Our data is saved on redundant servers so if one server fails, another server immediately takes over Our data is backed up continually All email and embedded links are scanned for viruses prior to landing in our inbox Our remote host vendor works exclusively with public accounting firms. Their client base includes approximately 300 firms. They maintain a Service Organization Control 2 (SOC 2) report covering their organizational controls over security, processing integrity, etc. This report is available if you’d like to review it. 6 Your Team In assembling our team to serve the City of Lino Lakes, we have assigned experienced individuals who know and understand your unique financial accounting needs. Our proposed delivery team has substantial experience working with cities similar to Lino Lakes. Our team members and their respective experience are briefly profiled below. Full biographies for the team are located on the following pages. Team Member Jean McGann Partner, President, CPA 21 Years of Experience Hannah Lynch Client Services Manager 5 Years of Experience Bonnie Schwieger Government Audit Manager 8 Years of Experience Ashley Feldewerd Client Services Senior Accounting Specialist 7 Years of Experience Viktoriya Montik Client Services Accounting Specialist 3 Years of Experience 7 Team Bios Team Member Background & Expertise Jean McGann, CPA Partner | Abdo, Eick & Meyers LLP President | AEM Financial Solutions, LLC Registered Municipal Advisor jean.mcgann@aemfs.com Direct Line (952) 715.3059 Jean joined the Firm in 2013. She is licensed to practice as a CPA in Minnesota. Jean leads the Financial Solutions group providing financial management services, day-to-day accounting and customized solutions for local governments, businesses, nonprofit agencies and professional service firms. Education •Bachelor of Arts, Buena Vista University, Storm Lake, Iowa •Continuing professional education as required by AICPA and Government Accountability Office Professional Memberships •American Institute of Certified Public Accountants (AICPA) •Minnesota Society of Certified Public Accountants (MNCPA) •Minnesota Government Finance Officers Association •Government Finance Officers Association of the United States and Canada Affiliations •Mentor for the Business Program at the Minnesota Center for Advanced Professional Studies (MNCAPS) •Finance and audit committee member for Project for Pride in Living Qualifications •21 years of experience in finance and auditing •Over 8 years of experience in operations management •Highly skilled in strategic planning and financial forecasting •Experience in identifying and implementing cost containment processes, efficiencies and streamlining processes •Policy development, internal control evaluation and project management experience •MSRB Municipal Advisor Qualified Representative (Series 50) 8 Team Bios Team Member Background & Expertise Hannah Lynch, CPA Client Services Manager hannah.lynch@aemfs.com Direct Line (952) 939.3233 Hannah Lynch began her career at Abdo, Eick & Meyers performing audits of city governments. Her auditing and accounting knowledge, as well as her familiarity with city operations, helped her transition into her current role with AEM Financial Solutions as a Client Services Manager. Hannah acts as the Contracted Finance Director for a handful of cities where she helps with day to day financial operations as well as audit and budget preparation. Hannah also has experience with special projects such as Long Term Plans and enjoys helping cities continuously improve. Education •Bachelor of Science in Accounting, University of Wisconsin –River Falls Graduated Summa Cum Laude •Continuing professional education Professional Memberships •Minnesota Society of Certified Public Accountants (MNCPA) •American Institute of Certified Public Accountants (AICPA) •Government Finance Officers Association of the United States and Canada •Minnesota Government Finance Officers Association Qualifications •5 years of experience working with local governments in finance and auditing •MSRB Municipal Advisor Qualified Representative (Series 50) •Experience with budgeting, capital planning and debt management 9 Team Bios Team Member Background & Expertise Bonnie Schwieger, CPA Audit Manager bonnie.schwieger@aemCPAs.com Direct Line (952) 715.3065 Ms. Schwieger joined the Firm in 2012 after graduating from Minnesota State University, Mankato. Her work includes assisting in the audits of several municipal, school district and Single Audits. Education •Bachelor of Science in Accounting, Minnesota State University, Mankato •Associate of Arts in Accounting, South Central College, Mankato •Continuing professional education as required by AICPA and Government Accountability Office Professional Memberships •Minnesota Government Finance Officers Association •Minnesota Society of Certified Public Accountants (MNCPA) Qualifications •8 years of experience auditing local government in Minnesota •Over 90 percent of billable time relates to governmental clients •Certified in Microsoft Excel 10 Team Bios Team Member Background & Expertise Ashley Feldewerd Client Services Senior Accounting Specialist ashley.feldewerd@aemfs.com Direct Line (952) 715.3060 Ashley joined the firm in 2017 as a Financial Services Accounting Specialist after completing her degree from the Minnesota School of Business. Her past experience includes service to Minnesota municipalities, a financial institution and self-employment in the manufacturing and agriculture industries. Education •Associates Degree, Business Administrative Assistant, Minnesota School of Business Graduated with Honors •Continuing professional education Qualifications •4 years of experience working with local governments in administration and finance •3 years of experience working at a financial institution in administration and finance •Worked extensively with CTAS and Black Mountain 11 Team Bios Team Member Background & Expertise Viktoriya Montik Client Services Accounting Specialist viktoriya.montik@aemfs.com Direct Line (952)715.3027 Viktoriya Montik joined the firm in 2019 as a Client Services Accounting Specialist after completing her Accounting Diploma from Minneapolis Business College. She worked in the accounting field for the last nine years. Education •Accounting Diploma, Minneapolis Business College •Continuing professional education Qualifications •Experience in Account Reconciliation and General Ledger Transactions •Works extensively with Microsoft NAV, QuickBooks and other ERP Systems •Other services including bank reconciliations, monthly journal entries and analyzing financial reports. 12 Value We at AEM help cities achieve their financial goals. Fees are also based on the assumption and limitations outlined in the scope of work that follows below. Below are the fees for our services. Initial invoice will be sent within 10 days of the execution of this agreement. Monthly installment fees will be invoiced throughout the remainder of this contract. We do not believe in charging for phone calls or emails during the year. When our communications identify additional service needs we will provide you with an expected fee range. Services Period Monthly Fee Fixed Fee July 7, 2020 –September 30, 2020 Bank Reconciliation $ 1,250 Tax Increment Financing Reporting (4 Districts)$ 2,000 Budget Preparation $ 14,500 13 Scope of Services AEMFS Contract Task Client Responsibility Frequency Cash and Investment Monitoring Reconcile cash Ensure all receipts and disbursements are entered Monthly Review monthly to ensure timely and accurately balance Monthly Verify bank has proper amount of collateral pledged to City’s account Request monthly collateral statement from the bank Monthly Review cash flow to ensure proper amounts are available for operations Monthly Annual Reporting Prepare Tax Increment Financing report for four districts Provide prior year Tax Increment Financing District Reports August 1 Annual Budget Preparation Participate in two budget work sessions July Prepare wage and benefits Provide compensation schedules and other benefit information Prepare a City management’s recommended property tax levy along with a general outline of the City Budgeted funds, including any potential budget funding gaps. This will include the all funds summary and preparation of all budget documents Provide input, recommendations and final approval July –September Assist in presenting preliminary budget to Council prior to September 30 September Assist in the preliminary certification of the tax levy to the County and Minnesota Department of Revenue September 30 Miscellaneous Provide direction for Accountant, as needed Other Service Offerings (to be discussed at a later time) Audit preparation –specific sections as requested by the City Utility Rate Study Long Term Plan Monitor compliance for assigned activities On-going 14 What Our Clients Say Client References We have long-term relationships with many cities in Minnesota. Our clients listed below serve as a sample of references of those we serve as their Finance Director. Additional references are available upon request. City of New Hope Kirk McDonald | 763.531.5112 Engagement partner –Jean McGann City of Crystal Anne Norris | 763.531.1140 Engagement partner –Jean McGann City of Wyoming Robb Linwood | 651.462.0575 Engagement partner –Jean McGann City of Dayton Tina Goodroad | 763.427.4589 Engagement partner –Jean McGann 15 Why AEM? We Listen You will know you’re in the right hands well before delivery, but be assured that we will get you a great value for the investment of your time. We Engage Active engagement with DFK International and domestic industry associations allows us to provide maximum value to your organization. We Deliver Combining our internal expertise and technological resources with what we’ve learned about you allows us to deliver a solution that exceeds your expectations. Abdo, Eick & Meyers, LLP, established in 1963, has a professional staff of more than 150 in its Edina and Mankato offices. The two offices serve clients of all sizes and industries. Our services include audits, reviews and compilations, monthly accounting, tax planning and preparation, management advisory services and HR Outsourcing, to name a few. In addition, Abdo, Eick & Meyers, LLP is recognized as one of the Top 150 firms in the United States and the 13th largest firm in Minnesota. We're here because our clients need solutions to their challenges--not a commodity product. Through our dedication to teamwork, development and relationships, we will help our clients thrive. The investments into our People + Process make a difference for you, our valued client. We focus on the challenges and needs that are relevant to your business or government agency. This allows us to be thoughtful in our approach in providing you with the best solutions, and leave you assured in the value of our deliverable. The Firm is a member of the American Institute of Certified Public Accountants Division of Firms and has received an unmodified opinion on its Peer Review. Our Peer Review, which included nonprofit, was completed in 2017 and resulted in a pass rating. The Firm has not had any federal or state desk reviews or field reviews of its audits in the last three years. We have had no disciplinary action taken or pending against the Firm during the past three years with state regulatory bodies or professional organizations. We maintain library facilities which include current professional literature and specific information for the industries we serve. The Firm library is also reviewed as part of the external quality review program. The Firm has in-house training programs specific to our nonprofit clients. We also perform auditing and accounting updates for our clients that are organized by our staff. These practices ensure the quality of our staff over the term of engagement. 16 Appendix A Agreement for Financial Services THIS AGREEMENT, is made and entered into on July 1, 2020 by and between the City of Lino Lakes, Minnesota (hereinafter referred to as the “City”), and AEM Financial Solutions LLC (hereinafter referred to as the “Contractor”). Articles of Agreement & Recitals WHEREAS, the City is authorized and empowered to secure from time to time certain professional services through contracts with qualified consultants; and WHEREAS, the Contractor understands and agrees that: 1.The Contractor will act as an Independent Contractor in the performance of all duties under this Agreement. Accordingly, the Contractor shall be responsible for payment of all taxes, including federal, state and local taxes and professional/business license fees arising out of the Contractor’s activities; 2.The Contractor shall have no authority to bind the City for the performance of any services or to obligate the City. The Contractor is not an agent, servant, or employee of the City and shall not make any such representations or hold himself/herself out as such; 3.The Contractor shall be the exclusive outsourced accounting service provider for the City during the term of this Agreement; 4.The Contractor shall perform all professional services in a competent and professional manner, acting in the best interests of the City at all times. 5.The Contractor shall not accrue any continuing contract rights for the services performed under this contract. NOW THEREFORE, in consideration of the mutual covenants and promises contained herein, it is agreed as follows: ARTICLE I INCORPORATION OF RECITALS The recitals and agreement set forth above are hereby incorporated into this Agreement. ARTICLE II LIABILITY INSURANCE Section 1 Liability Insurance: The Contractor shall obtain professional liability insurance, at their expense with liability insurance coverage minimums in the amount of $2,000,000, which Contractor must secure and maintain during the term of this Agreement. Contractor will provide City with proof of liability insurance coverage under this Agreement in writing upon request by the City. AGREEMENT FOR FINANCIAL SERVICES -CONTINUED ARTICLE III DURATION OF THE AGREEMENT Section 1 Duration: This Agreement shall commence upon date of execution by all parties and will remain in effect until September 30, 2020 unless earlier terminated as provided in Sections 2 and 3. Section 2 City’s Termination Rights: City may terminate this Agreement upon fourteen (14) days written notice in the event the City determines in its sole discretion that it is not in the City’s best interest to continue using Contractor’s services. The City may terminate on ten (10) days written notice if the Contractor fails to perform its obligations under this Agreement. Section 3 Contractor’s Termination Rights: Contractor may terminate this Agreement upon fourteen (14) days written notice to City in the event City does not pay Contractor compensation as required under Article 5, Section 9 within fifteen (15) days after invoice is received by City. In the event of non-payment within thirty (30) days, Contractor shall give City an opportunity to cure the default by giving a notice of such non-payment and an additional five (5) days after the City’s receipt of the notice to remit such payment, prior to giving a notice of termination. Contractor can also terminate the Agreement with ten (10) days written notice if the Contractor believes it is in its best interests to terminate the Agreement. ARTICLE IV RENEWAL OF THE AGREEMENT Section 1 Renewal Period: Not less than ten (10) days prior to the expiration of this Agreement, the City may provide written notice of intent to renew this Agreement for an additional term of up to three years upon terms and conditions agreed upon by both parties to the Agreement. If no such renewal agreement is executed by the parties, the Agreement terminates without further action of either party on September 30, 2020. ARTICLE V GENERAL Section 1 Authorized City Agent: The City’s authorized agent for the purpose of administration of this Agreement is the City Administrator. Said agent shall have final authority for approval and acceptance of the Contractor’s services performed under this Agreement and shall further have responsibility for administration of the terms and conditions of this Agreement. All notices under this Agreement shall be sent to the person and address indicated below on the signature lines. Section 2 Amendments: No amendments or variations of the terms and conditions of this Agreement shall be valid unless in writing and signed by the parties. Section 3 Assignability: The Contractor’s rights and obligations under this Agreement are not assignable or transferable. AGREEMENT FOR FINANCIAL SERVICES -CONTINUED ARTICLE V -CONTINUED GENERAL -CONTINUED Section 4 Data: Any data or materials, including, but not limited to, reports, studies, photographs, negatives, or any and all other documents prepared by the Contractor or its outside consultants in the performance of the Contractor's obligations under this Agreement shall be the exclusive property of the City, and any such data and materials shall be remitted to the City by the Contractor upon completion, expiration, or termination of this Agreement. Further, any such data and materials shall be treated and maintained by the Contractor and its outside consultants in accordance with applicable federal, state and local laws. Further, Contractor will have access to data collected or maintained by the City to the extent necessary to perform Contractor's obligations under this Agreement. Contractor agrees to maintain all data obtained from the City in the same manner as the City is required under the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13 or other applicable law (hereinafter referred to as the "Act"). Contractor will not release or disclose the contents of data classified as not public to any person except at the written direction of the City. Upon receipt of a request to obtain and/or review data as defined in the Act, Contractor will immediately notify the City. The City shall provide written direction to Contractor regarding the request within a reasonable time, not to exceed fifteen (15) days. The City agrees to indemnify, hold harmless and defend Contractor for any liability, expense, cost, damages, claim, and action, including attorneys' fees, arising out of or related to Contractor's complying with the City's direction. Subject to the aforementioned, Contractor agrees to defend and indemnify the City from any claim, liability, damage or loss asserted against the City as a result of Contractor's failure to comply with the requirements of the Act. Upon termination and/or completion of this Agreement, Contractor agrees to return all data to the City, as requested by the City. Section 5 Entire Agreement: This Agreement is the entire agreement between the City and the Contractor, and it supersedes all prior written or oral agreements. There are no other covenants, promises, undertakings, or understandings outside of this Agreement other than those specifically set forth. Any term, condition, prior course of dealing, course of performance, usage of trade, understanding, or agreement purporting to modify, vary, supplement, or explain any provision of this Agreement is null and void and of no effect unless in writing and signed by representatives of both parties authorized to amend this Agreement. Section 6 Severability: All terms and covenants contained in this Agreement are severable. In the event any provision of this Agreement shall be held invalid by any court of competent jurisdiction, this Agreement shall be interpreted as if such invalid terms or covenants were not contained herein and such holding shall not invalidate or render unenforceable any other provision hereof. Section 7 Contractor Fiscal Decision Waiver: Contractor is responsible for providing the City with timely and accurate financial recommendations and information that allows City Council the ability to make final financial decisions. Contractor will provide final financial recommendations but is not responsible for the final decisions made regarding financial matters. Section 8 City Employment of Contractor’s Employees; Should the City desire to employ the Contractor’s employee that is assigned to the City during the term of this Agreement, it must have the written consent of the Contractor to enter into a City employee contract with the Contractor’s employee. Should the Contractor agree to such arrangement, the agreement will include a payment equal to 150% of the annual contracted cost, in addition to the annual contracted cost already paid to the Contractor. This restriction on employment applies during the term of this agreement and for six (6) months thereafter. AGREEMENT FOR FINANCIAL SERVICES -CONTINUED ARTICLE V -CONTINUED GENERAL -CONTINUED Section 9 Compensation: The parties agree that the Contractor shall be paid compensation for the services provided hereunder, payable for work performed in accordance with this Agreement, based on the fees indicated in Table 1 and under the attached scope of services. Additional fees will not be incurred without prior approval of the City. Table 1 Initial invoice will be sent within 10 days of the execution of this agreement. Monthly installment fees will be invoiced throughout the remainder of this contract. Section 10 Additional Services: Should the City request additional services in addition to the Contracted Services, the Contractor will provide the City with proposed fees for the services to be provided. The City shall provide a written or electronic confirmation prior to the proposed services implementation. Section 11 Outside Contractors: It shall be the responsibility of Contractor to compensate any other outside consultants retained or hired by Contractor to fulfill their obligations under this Agreement and shall be responsible for their work and Contractor, by using outside contractors, shall not be relieved of its obligations under this Agreement. Services Period Monthly Fee Fixed Fee July 7, 2020 –September 30, 2020 Bank Reconciliation $ 1,250 Tax Increment Financing Reporting (4 Districts)$ 2,000 Budget Preparation $ 14,500 Appendix B Agreement for the Provision of Professional Services WHEREFORE, this Agreement was entered into on the date set forth below and the undersigned, by execution hereof, represent that they are authorized to enter into this Agreement on behalf of the respective parties and state that this Agreement has been read by them and that the undersigned understand and fully agree to each, all and every provision hereof, and hereby, acknowledge receipt of a copy hereof. City of Lino Lakes 600 Town Center Parkway Lino Lakes,Minnesota 55014 Name Title Name Title Date AEM Financial Solutions, LLC 5201 Eden Ave. Suite 250 Edina, Minnesota 55436 Name ______________________________ Title President and Partner Date July 1, 2020 Appendix C City of Sample City, Minnesota Date W ater Rate Study Sample THIS PAGE IS LEFT BLANK INTENTIONALLY Sample City of Sample, Minnesota Water Rate Study Table of Contents Date Page No. Introductory Section I.Introduction 7 II.Assumptions 8 III.Water Rate Study 10 Summ ary Water Rate Study 16 Water Rates Schedule 17 Supplementary Information Water Fund Cash Flow Projections Schedule of Cash Flows - Water - Scenario 1 - Current State 24 Schedule of Cash Flows - Water - Scenario 2 - Increase Spread Over Several Periods to Achieve Target 26 Schedule of Cash Flows - Water - Scenario 3 - Increase Spread Over Several Periods to Achieve Target 28 Sample 3 THIS PAGE IS LEFT BLANK INTENTIONALLY Sample 4 INTRODUCTORY SECTION CITY OF SAMPLE CITY, MINNESOTA Sample 5 THIS PAGE IS LEFT BLANK INTENTIONALLY Sample 6 City of Sample, Minnesota Water Rate Study Date I. Introduction The City of Sample, Minnesota (the City) owns and operates the Water utilities and is responsible for maintaining the infrastructure to serve the residents. The City has five customer classes, Residential, Commercial, Development, Government and Tax Exempt. Water service is billed based on consumption. Billing is done on a quarterly basis. This rate study analyzes the cash flows of the Water utilities of the City. Sources and uses of cash are projected for the years ending December 31, 2018 to December 31, 2028. The study uses the current number and type of accounts to project future revenue at a suggested rate, each year. Annual capital costs are projected separately for each of the funds for the projection period. The City has a Capital Improvement Plan (CIP) that goes from 2018 to 2028. The financial projection is based on billings using three different scenarios: • Scenario 1 is based on billings at the current rate with an inflationary increase. • Scenario 2 is based on billings increased variedly over a number of periods, adding a meter fee starting at $2.50 in 2019 for all meters with an annual inflationary increase of 3% and increasing the WAC fee to reach the target cash balance. In this Scenario, the WAC fee is increased to $4,500 as requested by the City and is based on a market analysis conducted by the City. • Scenario 3 is based on billings increased variedly over a number of periods, adding varying meter fees and increasing the WAC fee to reach the target cash balance. In this Scenario, the WAC fee is increased to $3,600 as requested by the City and is based on a market analysis conducted by the City. Expense assumptions are outlined in the assumptions section on the following page and present, to the best of management’s knowledge and belief, the City’s expected results of cash flows for the projection period if such uses of cash occur. Accordingly, the projection reflects management’s judgment, as of the date of this projection, of the expected conditions and the City’s expected course of action if such usage and expense totals were attained. The presentation is designed to provide information to the City Council concerning recovery of expenses that might be achieved if rates were adjusted and should not be considered to be a presentation of expected future results. Accordingly, this projection may not be useful for other purposes. The assumptions disclosed herein are those that management believes are significant to the projection. Furthermore, there will usually be differences between projected and actual results, because events and circumstances frequently do not occur as expected and those differences may be material. Sample 7 City of Sample, Minnesota Water Rate Study Date II. Assumptions Water Fund • All scenarios assume fees are inflated at least 3% annually. Scenarios 2 and 3 assume additional increases to the inflationary increase over several years to meet the targets. • Operating expense inflation is assumed to be 3%. • An increase in residential users is estimated at an average of 101 users from 2019 - 2028 based on estimated development increase estimates for 2018 - 2030 provided by the City. Additional billing revenues is assumed at the average consumption rate of 11,000 gallons for water quarterly. • Planned acquisition of capital assets is taken from the City CIP. Major purchases are offset with bond proceeds and future debt payments. Meter Size Residential Commercial Tax Exempt Development Government Total 5/8-Inch 515 45 2 2 - 564 3/4-Inch 3,157 193 42 1 - 3,393 1-Inch 31 35 4 5 - 75 1 1/2-Inch 8 19 1 11 1 40 2-Inch 4 8 9 4 2 27 3-Inch 8 2 4 - - 14 4-Inch 5 3 3 - - 11 6-Inch - - - - - - Total 3,728 305 65 23 3 4,124 Estimated Number of Meters • Target cash reserve will be set at 100% of the following year’s debt service and 50% of the following years operating expenses. Based on Scenario 1, the cash balance will not be sufficient to meet the target and operating cash will not generate enough surplus to cover the following year’s operating expenses. Scenarios 2 and 3 create positive cash flow sufficient to hit the targeted cash balance by the end of the projection. Sample 8 City of Sample, Minnesota Water Rate Study Date II. Assumptions (Continued) The schedule of the planned capital projects is listed below. The assumption is that the City will be doing these projects at some point during the projection period. Water 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Water Treatment Plant 1 and 3 2,390,000$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Water Treatment Plant 2 - - 1,160,000 - - - - - - - New Water Treatment Plant - 4,109,000 4,109,000 - - - - - - - New monitoring well - - - 80,000 - - - - - - New Well - - - 906,250 - - - - - - New Tower - - - - - - 2,000,000 - - - Well Rehab 70,000 70,000 70,000 - - 10,000 10,000 10,000 - - Tower Rehab - - - 350,000 350,000 - - - - - AMR and Meters 1,013,300 - - - - - - - - - New Utility Billing Software - - 300,000 - - - - - - - Pickup Truck 12,500 13,000 - - - - - - - - Truck for new FTE - - 25,500 - - - - - - - Skid Steer Loader 23,500 - - - - - - - - - Excavator - 43,750 - - - - - - - - Step Van 13,584 - - - - - - - - - Local Street Project 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 State Aid Street Projects 100,000 - - 150,000 - - - 275,000 - 225,000 County - CSAH 32/33 Reconstruction - - - - - 200,000 150,000 - - - Hwy 97/Goodview Roundabout - 100,000 - - - - - - - - Total Water Fund Capital 3,647,884$ 4,360,750$ 5,689,500$ 1,511,250$ 375,000$ 235,000$ 2,185,000$ 310,000$ 25,000$ 250,000$ Average Annual Cost Over a 5 Year Period 3,116,877$ The schedule of the projected increase in billing revenue from new residents for the ¾” meter size presented below. Increase in Billing Revenue 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Total Estimated Population 19,980 20,081 20,182 20,283 20,384 20,485 20,586 20,687 20,788 20,889 20,990 Estimated Increase in Residential Users 101 101 101 101 101 101 101 101 101 101 101 Average (based on 2019 - 2025)101 101 101 101 101 101 101 101 101 101 Total new population 101 202 303 404 505 606 707 808 909 1,010 Average Residential Quarterly Bill (11,000 Gallons) Water 50.39$ 55.26$ 59.02$ 63.05$ 64.94$ 66.89$ 68.90$ 70.96$ 73.09$ 75.28$ Annual Increase in Billing Revenue Water -$ 20,359$ 44,649$ 71,536$ 101,887$ 131,180$ 162,138$ 194,836$ 229,350$ 265,759$ 304,147$ Sample 9 City of Sample, Minnesota Water Rate Study Date III. Water Rate Study Water Utility Operating Fund Goal • The Water fund will maintain a targeted cash balance sufficient to cover operations and debt service. Targeted cash balance for the fund refers to the following years’ debt service obligations well as 50 percent of estimated operating costs. Rates A summary of the current rates and proposed rates are listed below. Allowing for annual inflationary increase in rates will not result in cash flows necessary to achieve the annual targets. Scenarios 2 and 3 show the proposed rates that will result in cash flows to meet the annual targets. Scenario 1 - No Change - Inflation Only Proposed Rates Water - 3/4" Fall Current 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Proposed increase on rates 3% 3% 3% 3% 3% 3% 3% 3% 3% 3% Quarterly bill based on 11,000 gallons 43.54$ 44.85$ 46.19$ 47.58$ 49.00$ 50.47$ 51.99$ 53.55$ 55.16$ 56.81$ 58.51$ Quarterly $ increase for a 11,000 gallon user 1.31 1.35 1.39 1.43 1.47 1.51 1.56 1.61 1.65 1.70 Annual $ increase for an average 11,000 gallon user 5.22 5.38 5.54 5.71 5.88 6.06 6.24 6.43 6.62 6.82 Base Fee 23.50$ 24.21$ 24.93$ 25.68$ 26.45$ 27.24$ 28.06$ 28.90$ 29.77$ 30.66$ 31.58$ Meter Fee -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ Usage Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ 3.87$ 3.99$ 4.11$ 4.23$ 4.36$ 4.49$ 15,001 999,999,999 3.50$ 3.61$ 3.71$ 3.82$ 3.94$ 4.06$ 4.18$ 4.30$ 4.43$ 4.57$ 4.70$ Scenario 2 - Proposed Rates Proposed Rates Water - 3/4" Fall Current 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Proposed increase on fixed rates 10% 10% 7% 7% 3% 3% 3% 3% 3% 3% Proposed increase on Consumption rates 10% 10% 7% 7% 3% 3% 3% 3% 3% 3% Quarterly bill based on 11,000 gallons 43.54$ 50.39$ 55.26$ 59.02$ 63.05$ 64.94$ 66.89$ 68.90$ 70.96$ 73.09$ 75.28$ Quarterly $ increase for a 11,000 gallon user 6.85 4.86 3.77 4.03 1.89 1.95 2.01 2.07 2.13 2.19 Annual $ increase for an average 11,000 gallon user 27.42 19.46 15.06 16.10 7.57 7.79 8.03 8.27 8.52 8.77 Base Fee 23.50$ 25.85$ 28.44$ 30.43$ 32.56$ 33.53$ 34.54$ 35.57$ 36.64$ 37.74$ 38.87$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.67$ 4.04$ 4.32$ 4.63$ 4.77$ 4.91$ 5.06$ 5.21$ 5.36$ 5.52$ 15,001 999,999,999 3.50$ 3.85$ 4.24$ 4.53$ 4.85$ 4.99$ 5.14$ 5.30$ 5.46$ 5.62$ 5.79$ Sample 10 City of Sample, Minnesota Water Rate Study Date III. Water Rate Study (Continued) Water Utility Operating Fund (Continued) Scenario 3 - Proposed Rates Proposed Rates Water - 3/4" Fall Current 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Proposed increase on fixed rates 18% 10% 7% 7% 3% 3% 3% 3% 3% 3% Proposed increase on Consumption rates 18% 10% 7% 7% 3% 3% 3% 3% 3% 3% Quarterly bill based on 11,000 gallons 43.54$ 53.58$ 58.93$ 63.06$ 67.47$ 69.50$ 71.58$ 73.73$ 75.94$ 78.22$ 80.57$ Quarterly $ increase for a 11,000 gallon user 10.04 5.36 4.13 4.41 2.02 2.08 2.15 2.21 2.28 2.35 Annual $ increase for an average 11,000 gallon user 40.15 21.43 16.50 17.66 8.10 8.34 8.59 8.85 9.11 9.39 Base Fee 23.50$ 27.73$ 30.50$ 32.64$ 34.92$ 35.97$ 37.05$ 38.16$ 39.31$ 40.49$ 41.70$ Meter Fee -$ 2.20$ 2.42$ 2.59$ 2.77$ 2.85$ 2.94$ 3.03$ 3.12$ 3.21$ 3.31$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.94$ 4.34$ 4.64$ 4.96$ 5.11$ 5.27$ 5.42$ 5.59$ 5.75$ 5.93$ 15,001 999,999,999 3.50$ 4.13$ 4.54$ 4.86$ 5.20$ 5.36$ 5.52$ 5.68$ 5.85$ 6.03$ 6.21$ Sample 11 City of Sample, Minnesota Water Rate Study Date III. Water Rate Study (Continued) Water Utility Operating Fund (Continued) The table below summarizes comparable communities’ quarterly Residential bill if average usage is 11,000 gallons. Currently, the City has W ater rates in the middle of the comparable communities, increasing the Water rates as proposed in Scenarios 2 and 3 will allow the City’s water rates to remain within comparable range. City Quarterly Bill ($) Lino Lakes 23.90$ Rosemount 26.24 Hastings 27.34 Chanhassen 30.10 Elk River 34.13 Hugo 39.00 Ramsey 39.32 Farmington 39.60 Sample City (Scenario 1)44.85 Sample City (Scenario 2)50.39 Waconia 50.70 Prior Lake 51.37 Sample City (Scenario 3)53.58 Average Quarterly Bill (w/o Sample City)36.17$ WATER $23.90 26.24 27.34 30.10 34.13 39.00 39.32 39.60 44.85 50.39 50.70 51.37 53.58 $0.00 $10.00 $20.00 $30.00 $40.00 $50.00 $60.00 Comparison of Quarterly Water Billings (Assumesusage of 11,000 gallons) Sample 12 City of Sample, Minnesota Water Rate Study Date III. Water Rate Study (Continued) Water Utility Operating Fund (Continued) Scenario 1 - Current Rates Inflated at 3% Annually $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Revenue from 3% Rate Increase Compared with Operating Expense Debt Service - Principal and Interest Operating Expenses Revenue from Operations Scenario 2 - Proposed Rates $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Revenue from Scenario 2 Rates Compared with Operating Expense Debt Service - Principal and Interest Operating Expenses Revenue from Operations Sample 13 City of Sample, Minnesota Water Rate Study Date III. Water Rate Study (Continued) Water Utility Operating Fund (Continued) Scenario 3 - Proposed Rates $- $500,000 $1,000,000 $1,500,000 $2,000,000 $2,500,000 $3,000,000 $3,500,000 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Revenue from Scenario 3 Rates Compared with Operating Expense Debt Service - Principal and Interest Operating Expenses Revenue from Operations Sample 14 City of Sample, Minnesota Water Rate Study Date III. Water Rate Study (Continued) Water Utility Operating Fund (Continued) Scenario 1 - Current Rates Inflated at 3% Annually $(6,000,000) $(4,000,000) $(2,000,000) $- $2,000,000 $4,000,000 $6,000,000 $8,000,000 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Projected Ending Cash Balance (Current Rates) Compared to Targeted Cash Reserve Cash Balance Assuming Recommended Increases Target Cash Reserve Target Cash Reserve is the amount needed to fund operations and capital projects . Scenario 2 - Proposed Rates $- $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 $7,000,000 $8,000,000 $9,000,000 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Projected Ending Cash Balance (Scenario 2) Compared to Targeted Cash Reserve Cash Balance Assuming Recommended Increases Target Cash Reserve Target Cash Reserve is the amount needed to fund operations and capital projects . Sample 15 City of Sample, Minnesota Water Rate Study Date III. Water Rate Study (Continued) Water Utility Operating Fund (Continued) Scenario 3 - Proposed Rates $- $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000 $7,000,000 $8,000,000 $9,000,000 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Projected Ending Cash Balance (Scenario 3) Compared to Targeted Cash Reserve Cash Balance Assuming Recommended Increases Target Cash Reserve Target Cash Reserve is the amount needed to fund operations and capital projects . Summary As evidenced by Scenario 1 graphs above, the City’s Water rates are not sufficient to sustain the existing cash balance. With gradual increases in rates along with inflationary increases as shown in Scenarios 2 and 3, revenues will increase over the years and will meet target cash reserves. Sample 16 City of Sample, Minnesota Water Rate Study Date Summary (Continued) Scenario 2 - Rates Schedule Proposed Rates Current 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Water - 3/4" Fall Base Fee 23.50$ 25.85$ 28.44$ 30.43$ 32.56$ 33.53$ 34.54$ 35.57$ 36.64$ 37.74$ 38.87$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.67$ 4.04$ 4.32$ 4.63$ 4.77$ 4.91$ 5.06$ 5.21$ 5.36$ 5.52$ 15,001 999,999,999 3.50$ 3.85$ 4.24$ 4.53$ 4.85$ 4.99$ 5.14$ 5.30$ 5.46$ 5.62$ 5.79$ Water - 3/4" Spring Base Fee 23.50$ 25.85$ 28.44$ 30.43$ 32.56$ 33.53$ 34.54$ 35.57$ 36.64$ 37.74$ 38.87$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.04$ 4.44$ 4.75$ 5.08$ 5.24$ 5.39$ 5.56$ 5.72$ 5.89$ 6.07$ 15,001 999,999,999 4.79$ 5.27$ 5.80$ 6.20$ 6.64$ 6.83$ 7.04$ 7.25$ 7.47$ 7.69$ 7.92$ Water - 1" Fall Base Fee 45.30$ 49.83$ 54.81$ 58.65$ 62.76$ 64.64$ 66.58$ 68.57$ 70.63$ 72.75$ 74.93$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.67$ 4.04$ 4.32$ 4.63$ 4.77$ 4.91$ 5.06$ 5.21$ 5.36$ 5.52$ 15,001 999,999,999 3.50$ 3.85$ 4.24$ 4.53$ 4.85$ 4.99$ 5.14$ 5.30$ 5.46$ 5.62$ 5.79$ Water - 1" Spring Base Fee 45.30$ 49.83$ 54.81$ 58.65$ 62.76$ 64.64$ 66.58$ 68.57$ 70.63$ 72.75$ 74.93$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.04$ 4.44$ 4.75$ 5.08$ 5.24$ 5.39$ 5.56$ 5.72$ 5.89$ 6.07$ 15,001 999,999,999 4.79$ 5.27$ 5.80$ 6.20$ 6.64$ 6.83$ 7.04$ 7.25$ 7.47$ 7.69$ 7.92$ Sample 17 City of Sample, Minnesota Water Rate Study Date Summary (Continued) Scenario 2 - Rates Schedule (Continued) Proposed Rates Current 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Water - 1.5" Fall Base Fee 99.66$ 109.63$ 120.59$ 129.03$ 138.06$ 142.20$ 146.47$ 150.86$ 155.39$ 160.05$ 164.85$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.67$ 4.04$ 4.32$ 4.63$ 4.77$ 4.91$ 5.06$ 5.21$ 5.36$ 5.52$ 15,001 999,999,999 3.50$ 3.85$ 4.24$ 4.53$ 4.85$ 4.99$ 5.14$ 5.30$ 5.46$ 5.62$ 5.79$ Water - 1.5" Spring Base Fee 99.66$ 109.63$ 120.59$ 129.03$ 138.06$ 142.20$ 146.47$ 150.86$ 155.39$ 160.05$ 164.85$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.04$ 4.44$ 4.75$ 5.08$ 5.24$ 5.39$ 5.56$ 5.72$ 5.89$ 6.07$ 15,001 999,999,999 4.79$ 5.27$ 5.80$ 6.20$ 6.64$ 6.83$ 7.04$ 7.25$ 7.47$ 7.69$ 7.92$ Water - 2" Fall Base Fee 181.20$ 199.32$ 219.25$ 234.60$ 251.02$ 258.55$ 266.31$ 274.30$ 282.53$ 291.00$ 299.73$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.67$ 4.04$ 4.32$ 4.63$ 4.77$ 4.91$ 5.06$ 5.21$ 5.36$ 5.52$ 15,001 999,999,999 3.50$ 3.85$ 4.24$ 4.53$ 4.85$ 4.99$ 5.14$ 5.30$ 5.46$ 5.62$ 5.79$ Water - 2" Spring Base Fee 181.20$ 199.32$ 219.25$ 234.60$ 251.02$ 258.55$ 266.31$ 274.30$ 282.53$ 291.00$ 299.73$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.04$ 4.44$ 4.75$ 5.08$ 5.24$ 5.39$ 5.56$ 5.72$ 5.89$ 6.07$ 15,001 999,999,999 4.79$ 5.27$ 5.80$ 6.20$ 6.64$ 6.83$ 7.04$ 7.25$ 7.47$ 7.69$ 7.92$ Sample 18 City of Sample, Minnesota Water Rate Study Date Summary (Continued) Scenario 2 - Rates Schedule (Continued) Proposed Rates Current 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Water - 3" Fall Base Fee 407.70$ 448.47$ 493.32$ 527.85$ 564.80$ 581.74$ 599.19$ 617.17$ 635.69$ 654.76$ 674.40$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.67$ 4.04$ 4.32$ 4.63$ 4.77$ 4.91$ 5.06$ 5.21$ 5.36$ 5.52$ 15,001 999,999,999 3.50$ 3.85$ 4.24$ 4.53$ 4.85$ 4.99$ 5.14$ 5.30$ 5.46$ 5.62$ 5.79$ Water - 3" Spring Base Fee 407.70$ 448.47$ 493.32$ 527.85$ 564.80$ 581.74$ 599.19$ 617.17$ 635.69$ 654.76$ 674.40$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.04$ 4.44$ 4.75$ 5.08$ 5.24$ 5.39$ 5.56$ 5.72$ 5.89$ 6.07$ 15,001 999,999,999 4.79$ 5.27$ 5.80$ 6.20$ 6.64$ 6.83$ 7.04$ 7.25$ 7.47$ 7.69$ 7.92$ Water - 4" Fall Base Fee 724.80$ 797.28$ 877.01$ 938.40$ 1,004.09$ 1,034.21$ 1,065.24$ 1,097.19$ 1,130.11$ 1,164.01$ 1,198.93$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.67$ 4.04$ 4.32$ 4.63$ 4.77$ 4.91$ 5.06$ 5.21$ 5.36$ 5.52$ 15,001 999,999,999 3.50$ 3.85$ 4.24$ 4.53$ 4.85$ 4.99$ 5.14$ 5.30$ 5.46$ 5.62$ 5.79$ Water - 4" Spring Base Fee 724.80$ 797.28$ 877.01$ 938.40$ 1,004.09$ 1,034.21$ 1,065.24$ 1,097.19$ 1,130.11$ 1,164.01$ 1,198.93$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.04$ 4.44$ 4.75$ 5.08$ 5.24$ 5.39$ 5.56$ 5.72$ 5.89$ 6.07$ 15,001 999,999,999 4.79$ 5.27$ 5.80$ 6.20$ 6.64$ 6.83$ 7.04$ 7.25$ 7.47$ 7.69$ 7.92$ Sample 19 City of Sample, Minnesota Water Rate Study Date Summary (Continued) Scenario 3 - Rates Schedule Proposed Rates Current 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Water - 3/4" Fall Base Fee 23.50$ 27.73$ 30.50$ 32.64$ 34.92$ 35.97$ 37.05$ 38.16$ 39.31$ 40.49$ 41.70$ Meter Fee -$ 2.20$ 2.42$ 2.59$ 2.77$ 2.85$ 2.94$ 3.03$ 3.12$ 3.21$ 3.31$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.94$ 4.34$ 4.64$ 4.96$ 5.11$ 5.27$ 5.42$ 5.59$ 5.75$ 5.93$ 15,001 999,999,999 3.50$ 4.13$ 4.54$ 4.86$ 5.20$ 5.36$ 5.52$ 5.68$ 5.85$ 6.03$ 6.21$ Water - 3/4" Spring Base Fee 23.50$ 27.73$ 30.50$ 32.64$ 34.92$ 35.97$ 37.05$ 38.16$ 39.31$ 40.49$ 41.70$ Meter Fee -$ 2.20$ 2.42$ 2.59$ 2.77$ 2.85$ 2.94$ 3.03$ 3.12$ 3.21$ 3.31$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.33$ 4.76$ 5.10$ 5.45$ 5.62$ 5.79$ 5.96$ 6.14$ 6.32$ 6.51$ 15,001 999,999,999 4.79$ 5.65$ 6.22$ 6.65$ 7.12$ 7.33$ 7.55$ 7.78$ 8.01$ 8.25$ 8.50$ Water - 1" Fall Base Fee 45.30$ 53.45$ 58.80$ 62.92$ 67.32$ 69.34$ 71.42$ 73.56$ 75.77$ 78.04$ 80.38$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.94$ 4.34$ 4.64$ 4.96$ 5.11$ 5.27$ 5.42$ 5.59$ 5.75$ 5.93$ 15,001 999,999,999 3.50$ 4.13$ 4.54$ 4.86$ 5.20$ 5.36$ 5.52$ 5.68$ 5.85$ 6.03$ 6.21$ Water - 1" Spring Base Fee 45.30$ 53.45$ 58.80$ 62.92$ 67.32$ 69.34$ 71.42$ 73.56$ 75.77$ 78.04$ 80.38$ Meter Fee -$ 2.50$ 2.75$ 2.94$ 3.15$ 3.24$ 3.34$ 3.44$ 3.54$ 3.65$ 3.76$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.33$ 4.76$ 5.10$ 5.45$ 5.62$ 5.79$ 5.96$ 6.14$ 6.32$ 6.51$ 15,001 999,999,999 4.79$ 5.65$ 6.22$ 6.65$ 7.12$ 7.33$ 7.55$ 7.78$ 8.01$ 8.25$ 8.50$ Sample 20 City of Sample, Minnesota Water Rate Study Date Summary (Continued) Scenario 3 - Rates Schedule (Continued) Proposed Rates Current 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Water - 1.5" Fall Base Fee 99.66$ 117.60$ 129.36$ 138.41$ 148.10$ 152.55$ 157.12$ 161.84$ 166.69$ 171.69$ 176.84$ Meter Fee -$ 2.70$ 2.97$ 3.18$ 3.40$ 3.50$ 3.61$ 3.72$ 3.83$ 3.94$ 4.06$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.94$ 4.34$ 4.64$ 4.96$ 5.11$ 5.27$ 5.42$ 5.59$ 5.75$ 5.93$ 15,001 999,999,999 3.50$ 4.13$ 4.54$ 4.86$ 5.20$ 5.36$ 5.52$ 5.68$ 5.85$ 6.03$ 6.21$ Water - 1.5" Spring Base Fee 99.66$ 117.60$ 129.36$ 138.41$ 148.10$ 152.55$ 157.12$ 161.84$ 166.69$ 171.69$ 176.84$ Meter Fee -$ 2.70$ 2.97$ 3.18$ 3.40$ 3.50$ 3.61$ 3.72$ 3.83$ 3.94$ 4.06$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.33$ 4.76$ 5.10$ 5.45$ 5.62$ 5.79$ 5.96$ 6.14$ 6.32$ 6.51$ 15,001 999,999,999 4.79$ 5.65$ 6.22$ 6.65$ 7.12$ 7.33$ 7.55$ 7.78$ 8.01$ 8.25$ 8.50$ Water - 2" Fall Base Fee 181.20$ 213.82$ 235.20$ 251.66$ 269.28$ 277.36$ 285.68$ 294.25$ 303.07$ 312.17$ 321.53$ Meter Fee -$ 3.00$ 3.30$ 3.53$ 3.78$ 3.89$ 4.01$ 4.13$ 4.25$ 4.38$ 4.51$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.94$ 4.34$ 4.64$ 4.96$ 5.11$ 5.27$ 5.42$ 5.59$ 5.75$ 5.93$ 15,001 999,999,999 3.50$ 4.13$ 4.54$ 4.86$ 5.20$ 5.36$ 5.52$ 5.68$ 5.85$ 6.03$ 6.21$ Water - 2" Spring Base Fee 181.20$ 213.82$ 235.20$ 251.66$ 269.28$ 277.36$ 285.68$ 294.25$ 303.07$ 312.17$ 321.53$ Meter Fee -$ 3.00$ 3.30$ 3.53$ 3.78$ 3.89$ 4.01$ 4.13$ 4.25$ 4.38$ 4.51$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.33$ 4.76$ 5.10$ 5.45$ 5.62$ 5.79$ 5.96$ 6.14$ 6.32$ 6.51$ 15,001 999,999,999 4.79$ 5.65$ 6.22$ 6.65$ 7.12$ 7.33$ 7.55$ 7.78$ 8.01$ 8.25$ 8.50$ Sample 21 City of Sample, Minnesota Water Rate Study Date Summary (Continued) Scenario 3 - Rates Schedule (Continued) Proposed Rates Current 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 Water - 3" Fall Base Fee 407.70$ 481.09$ 529.19$ 566.24$ 605.87$ 624.05$ 642.77$ 662.06$ 681.92$ 702.38$ 723.45$ Meter Fee -$ 3.20$ 3.52$ 3.77$ 4.03$ 4.15$ 4.28$ 4.40$ 4.54$ 4.67$ 4.81$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.94$ 4.34$ 4.64$ 4.96$ 5.11$ 5.27$ 5.42$ 5.59$ 5.75$ 5.93$ 15,001 999,999,999 3.50$ 4.13$ 4.54$ 4.86$ 5.20$ 5.36$ 5.52$ 5.68$ 5.85$ 6.03$ 6.21$ Water - 3" Spring Base Fee 407.70$ 481.09$ 529.19$ 566.24$ 605.87$ 624.05$ 642.77$ 662.06$ 681.92$ 702.38$ 723.45$ Meter Fee -$ 3.20$ 3.52$ 3.77$ 4.03$ 4.15$ 4.28$ 4.40$ 4.54$ 4.67$ 4.81$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.33$ 4.76$ 5.10$ 5.45$ 5.62$ 5.79$ 5.96$ 6.14$ 6.32$ 6.51$ 15,001 999,999,999 4.79$ 5.65$ 6.22$ 6.65$ 7.12$ 7.33$ 7.55$ 7.78$ 8.01$ 8.25$ 8.50$ Water - 4" Fall Base Fee 724.80$ 855.26$ 940.79$ 1,006.65$ 1,077.11$ 1,109.42$ 1,142.71$ 1,176.99$ 1,212.30$ 1,248.67$ 1,286.13$ Meter Fee -$ 3.50$ 3.85$ 4.12$ 4.41$ 4.54$ 4.68$ 4.82$ 4.96$ 5.11$ 5.26$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.34$ 3.94$ 4.34$ 4.64$ 4.96$ 5.11$ 5.27$ 5.42$ 5.59$ 5.75$ 5.93$ 15,001 999,999,999 3.50$ 4.13$ 4.54$ 4.86$ 5.20$ 5.36$ 5.52$ 5.68$ 5.85$ 6.03$ 6.21$ Water - 4" Spring Base Fee 724.80$ 855.26$ 940.79$ 1,006.65$ 1,077.11$ 1,109.42$ 1,142.71$ 1,176.99$ 1,212.30$ 1,248.67$ 1,286.13$ Meter Fee -$ 3.50$ 3.85$ 4.12$ 4.41$ 4.54$ 4.68$ 4.82$ 4.96$ 5.11$ 5.26$ Consumption Fee - Per 1,000 gallons 0 5,000 -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 5,001 15,000 3.67$ 4.33$ 4.76$ 5.10$ 5.45$ 5.62$ 5.79$ 5.96$ 6.14$ 6.32$ 6.51$ 15,001 999,999,999 4.79$ 5.65$ 6.22$ 6.65$ 7.12$ 7.33$ 7.55$ 7.78$ 8.01$ 8.25$ 8.50$ Sample 22 SUPPLEMENTARY INFORMATION CITY OF SAMPLE CITY, MINNESOTA Sample 23 City of Sample, Minnesota Water Fund Cash Flow Projections - Scenario 1 - Current State For the Years Ending December 31, 2016 through 2028 Estimated Estimated Estimated 2016 2017 2018 2019 2020 PROJECTED RATE INCREASE 3%3% USAGE RATES 3%3% FIXED 3%3% Cash Flows from Operating Activities OVERALL % INCREASE -5.50%15.77%3.00%3.00% Receipts from customers and users 1,504,003$ 1,421,231$ 1,645,426$ 1,694,789$ 1,745,633$ WAC Revenue 103,097 178,200 144,583 181,800 181,800 Payments to suppliers (647,917) (754,263) (844,514) (869,849) (895,945) Payments to employees (287,937) (296,030) (340,524) (357,550) (375,427) Net cash from operating activities 671,246 549,138 604,972 649,190 656,061 Cash Flows from Noncapital Financing Activities Advances to/from other funds 131,250 67,675 100,000 100,000 100,000 Transfers to other funds (25,000) (25,000) (25,000) (25,000) (25,000) Intergovernmental grants 5,443 3,447 - - - Net cash from noncapital financing activities 111,693 46,122 75,000 75,000 75,000 Cash Flows from Capital and Related Financing Activities Capital contributions 261,964 178,200 - - - Acquisitions of capital assets (53,117) (8,221) - (3,647,884) (4,360,750) Proceeds of bonds issued, net of issuance costs - - - 3,500,000 9,700,000 Principal paid on long-term debt (610,000) (640,000) (660,000) (680,000) (820,617) Interest paid on long-term debt (96,403) (82,724) (66,655) (50,415) (164,048) Net cash from capital and related financing activities (497,556) (552,745) (726,655) (878,299) 4,354,586 Cash Flows from Investing Activities Interest and dividends received 23,910 10,922 21,335 21,081 19,751 Net cash from investing activities 23,910 10,922 21,335 21,081 19,751 Net Increase (Decrease) in Cash and Cash Equivalents 309,293 53,437 (25,349) (133,028) 5,105,397 Cash and Cash Equivalents, January 1 1,770,720 2,080,013 2,133,450 2,108,101 1,975,073 Cash and Cash Equivalents, December 31 2,080,013$ 2,133,450$ 2,108,101$ 1,975,073$ 7,080,470$ Target Cash Reserve 1,247,871$ 1,319,174$ 1,344,115$ 1,620,351$ 1,928,888$ Cash in Excess of Reserve 832,143$ 814,276$ 763,987$ 354,722$ 5,151,581$ Average quarterly bill (11,000 gallons)43.54$ 44.85$ 46.19$ Average percentage increase 3%3% Average quarterly dollar increase 1.31$ 1.35$ Average annual dollar increase 5.22$ 5.38$ Five year average capital expenses 3,116,877$ 3,116,877$ Actual RATE STUDY PROJECTIONS Sample 24 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 2021 2022 2023 2024 2025 2026 2027 2028 3%3%3%3%3%3%3%3% 3%3%3%3%3%3%3%3% 3%3%3%3%3%3%3%3% 3.00%3.00%3.00%3.00%3.00%3.00%3.00%3.00% 1,798,002$ 1,851,942$ 1,907,500$ 1,964,725$ 2,023,667$ 2,084,377$ 2,146,908$ 2,211,315$ 181,800 181,800 181,800 181,800 181,800 181,800 181,800 181,800 (922,823) (950,508) (979,023) (1,008,394) (1,038,646) (1,069,805) (1,101,899) (1,134,956) (497,999) (522,899) (549,044) (576,496) (605,321) (635,587) (667,366) (700,734) 558,980 560,335 561,233 561,635 561,501 560,785 559,443 557,425 100,000 100,000 100,000 100,000 - - - - (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) - - - - - - - - 75,000 75,000 75,000 75,000 (25,000) (25,000) (25,000) (25,000) - - - - - - - - (5,689,500) (1,511,250) (375,000) (235,000) (2,185,000) (310,000) (25,000) (250,000) - 1,600,000 - - 2,000,000 - - - (685,883) (718,606) (787,165) (788,377) (585,419) (677,249) (703,637) (731,054) (532,595) (510,047) (546,527) (520,044) (495,330) (547,424) (521,036) (493,619) (6,907,978) (1,139,903) (1,708,692) (1,543,421) (1,265,749) (1,534,673) (1,249,673) (1,474,673) 70,805 8,773 3,815 - - - - - 70,805 8,773 3,815 - - - - - (6,203,193) (495,795) (1,068,644) (906,785) (729,248) (998,888) (715,230) (942,248) 7,080,470 877,277 381,482 (687,162) (1,593,947) (2,323,196) (3,322,084) (4,037,314) 877,277$ 381,482$ (687,162)$ (1,593,947)$ (2,323,196)$ (3,322,084)$ (4,037,314)$ (4,979,562)$ 1,965,356$ 2,097,725$ 2,100,866$ 1,902,732$ 2,077,369$ 2,109,306$ 2,142,518$ -$ -$ -$ -$ -$ -$ -$ 47.58$ 49.00$ 50.47$ 51.99$ 53.55$ 55.16$ 56.81$ 58.51$ 3%3%3%3%3%3%3%3% 1.39$ 1.43$ 1.47$ 1.51$ 1.56$ 1.61$ 1.65$ 1.70$ 5.54$ 5.71$ 5.88$ 6.06$ 6.24$ 6.43$ 6.62$ 6.82$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ RATE STUDY PROJECTIONS Sample 25 City of Sample Minnesota Water Fund Cash Flow Projections - Scenario 2 - Increase Spread Over Several Periods to Achieve Target For the Years Ending December 31, 2016 Through 2028 Estimated Estimated Estimated 2016 2017 2018 2019 2020 PROJECTED RATE INCREASE 10%10% USAGE RATES 10%10% BASE FEE 10%10% METER FEE 0%3% Cash Flows from Operating Activities OVERALL % INCREASE -5.50%15.77%12.72%9.18% Receipts from customers and users 1,504,003$ 1,421,231$ 1,645,426$ 1,854,668$ 2,024,898$ WAC Revenue 103,097 178,200 144,583 454,500 454,500 Payments to suppliers (647,917) (754,263) (844,514) (869,849) (895,945) Payments to employees (287,937) (296,030) (340,524) (357,550) (375,427) Net cash from operating activities 671,246 549,138 604,972 1,081,769 1,208,026 Cash Flows from Noncapital Financing Activities Advances to/from other funds 131,250 67,675 100,000 100,000 100,000 Transfers to other funds (25,000) (25,000) (25,000) (25,000) (25,000) Intergovernmental grants 5,443 3,447 - - - Net cash from noncapital financing activities 111,693 46,122 75,000 75,000 75,000 Cash Flows from Capital and Related Financing Activities Capital contributions 261,964 178,200 - - - Acquisitions of capital assets (53,117) (8,221) - (3,647,884) (4,360,750) Proceeds of bonds issued, net of issuance costs - - - 3,500,000 9,700,000 Principal paid on long-term debt (610,000) (640,000) (660,000) (680,000) (820,617) Interest paid on long-term debt (96,403) (82,724) (66,655) (50,415) (164,048) Net cash from capital and related financing activities (497,556) (552,745) (726,655) (878,299) 4,354,586 Cash Flows from Investing Activities Interest and dividends received 23,910 10,922 21,335 21,081 24,077 Net cash from investing activities 23,910 10,922 21,335 21,081 24,077 Net Increase (Decrease) in Cash and Cash Equivalents 309,293 53,437 (25,349) 299,551 5,661,688 Cash and Cash Equivalents, January 1 1,770,720 2,080,013 2,133,450 2,108,101 2,407,652 Cash and Cash Equivalents, December 31 2,080,013$ 2,133,450$ 2,108,101$ 2,407,652$ 8,069,340$ Target Cash Reserve 1,247,871$ 1,319,174$ 1,344,115$ 1,620,351$ 1,928,888$ Cash in Excess of Reserve 832,143$ 814,276$ 763,987$ 787,302$ 6,140,451$ Average quarterly bill (11,000 gallons)43.54$ 50.39$ 55.26$ Average percentage increase 16%10% Average quarterly dollar increase 6.85$ 4.86$ Average annual dollar increase 27.42$ 19.46$ Five year average capital expenses 3,116,877$ 3,116,877$ Actual RATE STUDY PROJECTIONS Sample 26 RATE STUDY PROJECTIONS Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 2021 2022 2023 2024 2025 2026 2027 2028 7%7%3%3%3%3%3%3% 7%7%3%3%3%3%3%3% 7%7%3%3%3%3%3%3% 3%3%3%3%3%3%3%3% 6.56%6.57%3.00%3.00%3.00%3.00%3.00%3.00% 2,157,672$ 2,299,472$ 2,368,456$ 2,439,510$ 2,512,695$ 2,588,076$ 2,665,718$ 2,745,690$ 454,500 454,500 454,500 454,500 454,500 454,500 454,500 454,500 (922,823) (950,508) (979,023) (1,008,394) (1,038,646) (1,069,805) (1,101,899) (1,134,956) (497,999) (522,899) (549,044) (576,496) (605,321) (635,587) (667,366) (700,734) 1,191,350 1,280,565 1,294,889 1,309,120 1,323,229 1,337,184 1,350,953 1,364,499 100,000 100,000 100,000 100,000 - - - - (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) - - - - - - - - 75,000 75,000 75,000 75,000 (25,000) (25,000) (25,000) (25,000) - - - - - - - - (5,689,500) (1,511,250) (375,000) (235,000) (2,185,000) (310,000) (25,000) (250,000) - 1,600,000 - - 2,000,000 - - - (685,883) (718,606) (787,165) (788,377) (585,419) (677,249) (703,637) (731,054) (532,595) (510,047) (546,527) (520,044) (495,330) (547,424) (521,036) (493,619) (6,907,978) (1,139,903) (1,708,692) (1,543,421) (1,265,749) (1,534,673) (1,249,673) (1,474,673) 80,693 25,084 27,492 24,378 23,029 23,584 21,595 22,574 80,693 25,084 27,492 24,378 23,029 23,584 21,595 22,574 (5,560,934) 240,747 (311,311) (134,922) 55,509 (198,904) 97,875 (112,600) 8,069,340 2,508,406 2,749,153 2,437,842 2,302,920 2,358,429 2,159,524 2,257,400 2,508,406$ 2,749,153$ 2,437,842$ 2,302,920$ 2,358,429$ 2,159,524$ 2,257,400$ 2,144,800$ 1,965,356$ 2,097,725$ 2,100,866$ 1,902,732$ 2,077,369$ 2,109,306$ 2,142,518$ 543,050$ 651,428$ 336,976$ 400,188$ 281,060$ 50,219$ 114,882$ 59.02$ 63.05$ 64.94$ 66.89$ 68.90$ 70.96$ 73.09$ 75.28$ 7%7%3%3%3%3%3%3% 3.77$ 4.03$ 1.89$ 1.95$ 2.01$ 2.07$ 2.13$ 2.19$ 15.06$ 16.10$ 7.57$ 7.79$ 8.03$ 8.27$ 8.52$ 8.77$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ Sample 27 City of Sample, Minnesota Water Fund Cash Flow Projections - Scenario 3 - Increase Spread Over Several Periods to Achieve Target For the Years Ending December 31, 2016 Through 2028 Estimated Estimated Estimated 2016 2017 2018 2019 2020 PROJECTED RATE INCREASE 18%10% USAGE RATES 18%10% FIXED 18%10% Cash Flows from Operating Activities OVERALL % INCREASE -5.50%15.77%19.66%9.38% Receipts from customers and users 1,504,003$ 1,421,231$ 1,645,426$ 1,968,906$ 2,153,653$ WAC Revenue 103,097 178,200 144,583 363,600 363,600 Payments to suppliers (647,917) (754,263) (844,514) (869,849) (895,945) Payments to employees (287,937) (296,030) (340,524) (357,550) (375,427) Net cash from operating activities 671,246 549,138 604,972 1,105,106 1,245,881 Cash Flows from Noncapital Financing Activities Advances to/from other funds 131,250 67,675 100,000 100,000 100,000 Transfers to other funds (25,000) (25,000) (25,000) (25,000) (25,000) Intergovernmental grants 5,443 3,447 - - - Net cash from noncapital financing activities 111,693 46,122 75,000 75,000 75,000 Cash Flows from Capital and Related Financing Activities Capital contributions 261,964 178,200 - - - Acquisitions of capital assets (53,117) (8,221) - (3,647,884) (4,360,750) Proceeds of bonds issued, net of issuance costs - - - 3,500,000 9,700,000 Principal paid on long-term debt (610,000) (640,000) (660,000) (680,000) (820,617) Interest paid on long-term debt (96,403) (82,724) (66,655) (50,415) (164,048) Net cash from capital and related financing activities (497,556) (552,745) (726,655) (878,299) 4,354,586 Cash Flows from Investing Activities Interest and dividends received 23,910 10,922 21,335 21,081 24,310 Net cash from investing activities 23,910 10,922 21,335 21,081 24,310 Net Increase (Decrease) in Cash and Cash Equivalents 309,293 53,437 (25,349) 322,888 5,699,776 Cash and Cash Equivalents, January 1 1,770,720 2,080,013 2,133,450 2,108,101 2,430,990 Cash and Cash Equivalents, December 31 2,080,013$ 2,133,450$ 2,108,101$ 2,430,990$ 8,130,766$ Target Cash Reserve 1,247,871$ 1,319,174$ 1,344,115$ 1,620,351$ 1,928,888$ Cash in Excess of Reserve 832,143$ 814,276$ 763,987$ 810,639$ 6,201,877$ Average quarterly bill (11,000 gallons)43.54$ 53.58$ 58.93$ Average percentage increase 23%10% Average quarterly dollar increase 10.04$ 5.36$ Average annual dollar increase 40.15$ 21.43$ Five year average capital expenses 3,116,877$ 3,116,877$ Actual RATE STUDY PROJECTIONS Sample 28 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 2021 2022 2023 2024 2025 2026 2027 2028 7%7%3%3%3%3%3%3% 7%7%3%3%3%3%3%3% 7%7%3%3%3%3%3%3% 6.67%6.68%3.00%3.00%3.00%3.00%3.00%3.00% 2,297,261$ 2,450,708$ 2,524,229$ 2,599,956$ 2,677,955$ 2,758,294$ 2,841,042$ 2,926,274$ 363,600 363,600 363,600 363,600 363,600 363,600 363,600 363,600 (922,823) (950,508) (979,023) (1,008,394) (1,038,646) (1,069,805) (1,101,899) (1,134,956) (497,999) (522,899) (549,044) (576,496) (605,321) (635,587) (667,366) (700,734) 1,240,040 1,340,902 1,359,763 1,378,667 1,397,589 1,416,502 1,435,377 1,454,183 100,000 100,000 100,000 100,000 - - - - (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) - - - - - - - - 75,000 75,000 75,000 75,000 (25,000) (25,000) (25,000) (25,000) - - - - - - - - (5,689,500) (1,511,250) (375,000) (235,000) (2,185,000) (310,000) (25,000) (250,000) - 1,600,000 - - 2,000,000 - - - (685,883) (718,606) (787,165) (788,377) (585,419) (677,249) (703,637) (731,054) (532,595) (510,047) (546,527) (520,044) (495,330) (547,424) (521,036) (493,619) (6,907,978) (1,139,903) (1,708,692) (1,543,421) (1,265,749) (1,534,673) (1,249,673) (1,474,673) 81,308 26,191 29,213 26,766 26,136 27,466 26,309 28,179 81,308 26,191 29,213 26,766 26,136 27,466 26,309 28,179 (5,511,630) 302,190 (244,716) (62,988) 132,976 (115,705) 187,013 (17,311) 8,130,766 2,619,135 2,921,326 2,676,610 2,613,622 2,746,598 2,630,893 2,817,906 2,619,135$ 2,921,326$ 2,676,610$ 2,613,622$ 2,746,598$ 2,630,893$ 2,817,906$ 2,800,595$ 1,965,356$ 2,097,725$ 2,100,866$ 1,902,732$ 2,077,369$ 2,109,306$ 2,142,518$ 653,780$ 823,600$ 575,744$ 710,890$ 669,229$ 521,587$ 675,388$ 63.06$ 67.47$ 69.50$ 71.58$ 73.73$ 75.94$ 78.22$ 80.57$ 7%7%3%3%3%3%3%3% 4.13$ 4.41$ 2.02$ 2.08$ 2.15$ 2.21$ 2.28$ 2.35$ 16.50$ 17.66$ 8.10$ 8.34$ 8.59$ 8.85$ 9.11$ 9.39$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ 3,116,877$ RATE STUDY PROJECTIONS Sample 29 Appendix D CITY OF SAMPLE, MINNESOTA LONG TERM PLAN Prepared on Date Prepared by AEM Financial Solutions, LLC. Sample City of Sample, Minnesota Long Term Plan Table of Contents Page No. Compilation Disclosure 3 Introductory Section Transmittal Letter 5 Financial Section Schedule of Property Taxes Levied and Tax Rates 9 Schedule of Annual Fund Cash Balances 13 Outstanding Debt Schedule 15 Capital Improvement Plan Street Capital Fund 415 17 Schedule of Planned Capital Outlay 2017 to 2030 Schedule of Projected Revenue, Expenditures and Debt 21 Police Equipment Revolving Fund 235 23 Schedule of Planned Capital Outlay 2017 to 2030 Schedule of Projected Revenue, Expenditures and Debt 27 Park Improvements 420 29 Schedule of Planned Capital Outlay 2017 to 2030 Schedule of Projected Revenue, Expenditures and Debt 31 Major Building Replacement Fund 408/625 33Schedule of Planned Capital Outlay 2017 to 2030 Schedule of Projected Revenue, Expenditures and Debt 47 Fleet Fund 615 49 Schedule of Planned Capital Outlay 2017 to 2030 Statement of Cash Flows 53 Information Technology Fund 620 55 Schedule of Planned Capital Outlay 2017 to 2030 Statement of Cash Flows 61 Water Fund 505 63 Schedule of Planned Capital Outlay 2017 to 2030 Statement of Cash Flows 65 Sanitary Sewer Fund 510 67 Schedule of Planned Capital Outlay 2017 to 2030 Statement of Cash Flows 69 Storm Drainage Fund 515 71 Schedule of Planned Capital Outlay 2017 to 2030 Statement of Cash Flows 73 Street Light Fund 520 Schedule of Planned Capital Outlay 2017 to 2030 75 Statement of Cash Flows 77 Selected Graphical Data from Projections 79 2 Sample Date COMPILATION DISCLOSURE Honorable Mayor and City Council City of Sample Address City, Minnesota Zip Code We have compiled the accompanying forecasted long-term plan that includes property tax, tax rate, fund balance and debt projections based on input from the City Council and City staff. This projection incorporates estimates through December 31, 2030 for all presented funds. This forecast was compiled in accordance with attestation standards established by the American Institute of Certified Public Accountants. A compilation is limited to presenting in the form of forecast information that is the representation of management and does not include evaluation of the support for the assumptions underlying the forecast. We have not examined the forecast and, accordingly, do not express an opinion or any other form of assurance on the accompanying statements or assumptions. Furthermore, there will usually be differences between the forecasted and actual results because events and circumstances frequently do not occur as expected, and those differences may be material. We have no responsibility to update this report for events and circumstances occurring after the date of this report. Sincerely, AEM FINANCIAL SOLUTIONS, LLC 3 Sample INTRODUCTORY SECTION CITY OF SAMPLE, MINNESOTA LONG TERM PLAN 4 Sample Date Honorable Mayor and City Council City of Sample Address City, Minnesota Zip Code Introduction As discussed in prior communications to the City Council, we have been preparing a long term plan for the City that is intended to give a big picture view of the status now and five years from now. We have measured and projected operations, capital and debt for the City based on assumptions made by management. The City’s assumptions made are as follows: Assumptions The following assumptions have been used to calculate the projections in this report: Rates Interest Earnings 1.00% Governmental Fund Revenue Growth 3.00% Governmental Fund Expenditure Growth 3.00% Water and Sanitary Sewer Funds 2020 - 2022 15.00% 2023 - 2024 10.00% 2025 - 2030 0.00% Storm Drainage Fund Expense Growth(1)5.00% Street Lighting 2.00% General Fund Levy Growth 3.00% EDA Fund Levy Growth 2.00% Population Growth 0.49% Median Home Value Growth 3.00% Tax Capacity Growth Rate (Including Fiscal Disparities)5.00% Governmental Fund Debt Interest Rate 3.00% Governmental Fund Debt Term 15 5 Sample Assumptions with Future Action •General Fund property tax revenue has been increased for 2020 based on the results of the long-term plan and the Park System Master Plan. o Custodian position - $67,000 o General Fund payroll allocation for Community Development Director increased by $31,554 offset by an EDA payroll allocation decrease of the same amount in 2020. o JCPP cost allocation has been reduced by the County resulting in the City absorbing the additional cost - $30,000. o An additional $75000 of property tax revenue has been forecasted for the General Fund for the years 2020 - 2024 per year to increase level of reserves to 45% of unreserved fund balance. •Fire Equipment Revolving Fund 409 will require further review and analysis. Beginning in 2020, a property allocation of $100,000 has been incorporated into the plan. At this time we do not have a capital schedule for Fire. It is recommended to work with the Fire-Rescue District to incorporate a capital plan into the City long-term plan. •Fleet Fund 615 will require additional analysis and discussion regarding future charge out rates. Internal Fleet charge out rates begin in 2021 based on this analysis. Reserves of $1,200,000 have been allocated to individual fleet replacements to reduce future contributions from the general fund. Enterprise fund replacements are expected to pay 100% of cost. •PERF Fund 235 requires an additional levy beginning in 2021 in order to stay within policy guidelines and capital needs. •Information Technology (IT) Fund 620 was established as an internal service fund to provide for the ongoing operations and replacement of the City’s IT services. In 2019, the operations charge out rate was implemented. Additional analysis has been completed regarding the charge out rate for future years. Continued review is encouraged to ensure technology needs are met •Storm Drainage Fund 515 includes several grant assumptions for major infrastructure projects. Anticipated funding sources include: watershed, Met Council, MNDNR and other resources. If these grants are not secured, financing for these projects may need to be considered. •The Building Fund future costs have been analyzed and internal charges are programmed to begin in 2021. Key Highlights •At December 31, 2017 the General fund had a 51.7 percent operating reserve. This operating reserve percentage will be updated when the 2018 audit is finalized. The Minnesota Office of the State Auditor defines an adequate reserve as 35-50 percent of the General fund expenditures. A 45 percent fund balance reserve has been assumed in the long-term plan. The projected General Fund reserve balance is anticipated to remain at or above 45 percent rage throughout the life of this Plan. We anticipate the General fund levy will grow by an average of 3 percent to maintain the desired reserve level. •The tax levy is projected to increase from $9.0 million (2019 adopted) to $17.7 million (2030 projected) over the duration of this Plan based on the anticipated debt issuance for the police facility along with other capital levy needs. The levy increase will result in an increase in the projected tax rate, ranging from 50.097 percent (2019) to 56.466 percent throughout the life of this Plan. A decrease in the tax levy or applicable tax rate is not anticipated, given the capital needs outlined in our report. o Tax capacity is assumed to grow at a rate of 5 percent during the duration of this Plan. A growth in tax rate in excess of these projections may result in lower tax rates in future years. o The future captured tax increment capacity has not been analyzed for this report and is assumed to remain the same as it was in 2018. 6 Sample •The annual tax amount for the Median Home is projected to increase from $884 (2019 adopted) to $1,460 (2030) over the duration of this Plan. A decrease in the tax levy or applicable tax rate is not anticipated, given the capital needs outlined in our report. •Total debt outstanding is projected to decrease from $17.2 million (2018 actual) to $4.6 million (2020 projected) over the duration of this Plan. The decrease includes anticipated debt issuance for the police department expansion in 2021 at an estimated $8 million dollars. As a result, the debt per capita will fall from an estimated $752 (2018 actual) per household to an estimated $188 (2030 projected) over the duration of this Plan. •Due to planned capital projects, the total cash position of the City is projected to decrease from $46.1 million (2018 actual) to $40.1 million over the duration of this Plan. Several funds were not analyzed for the purposes of this report and include a 1 percent interest rate earnings assumption the cash balance. These funds include: TIF Districts, Special Projects, Cable TV Equipment, Recycling, Self Insurance and Hennepin Recycling Group. The actual cash results for the years 2018 - 2030 will vary from the results estimated in this report. 7 Sample FINANCIAL SECTION CITY OF SAMPLE, MINNESOTA LONG TERM PLAN 8 Sample 2017 2018 2019 2020 2021 Actual Actual Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Property Taxes Levied for General Purposes 100 General 8,657,000$ 9,436,779$ 9,716,249$ 10,630,040$ 11,541,442$ 220 EDA/HRA Funds 277,200 277,200 282,744 288,399 294,167 415 Street Capital 163,600 163,600 110,144 116,950 121,628 235 PERF Fund 137,400 151,900 154,938 158,037 161,197 405 PIR Fund 266,220 301,210 - - - 408 Building Fund 574,400 574,400 585,888 597,606 609,558 420 Park Improvements - - 248,310 358,914 483,778 409 Fire Equipment Revolving 100,000 100,000 615 Fleet - - 85,680 86,537 87,402 620 Information Technology - - 159,179 159,902 - Subtotal 10,075,820 10,905,089 11,343,132 12,496,385 13,399,173 Property Taxes Levied for Debt Service 327/420 2005 Pool Bonds 212,000 - - - - 3XX/408 2020 Facility Bonds (Potential future levy)- - - - Subtotal 212,000 - - - - Total Taxes Levied 10,287,820 10,905,089 11,343,132 12,496,385 13,399,173 Less: Value of Market Value Levies (489,200) - - - - Less: Distribution from fiscal disparities (2,267,618) (2,186,657) (2,251,066) (2,363,619) (2,481,800) City Net Levy 7,531,002$ 8,718,432$ 9,092,066$ 10,132,765$ 10,917,372$ Tax Capacity Personal and Real Estate 16,716,393$ 18,459,975$ 19,577,862$ 20,556,755$ 21,584,593$ Other assumed net growth factors - - - - - Less: Contribution to fiscal disparities (1,082,015) (1,079,088) (1,216,174) (1,276,983) (1,340,832) Less: Tax Increment (248,944) (212,599) (212,599) (212,599) (212,599) Adjusted net tax capacity 15,385,434$ 17,168,288$ 18,149,089$ 19,067,173$ 20,031,162$ City of Sample, Minnesota Schedule of Property Taxes Levied and Tax Rates For the Years Ended December 31, 2017 and 2018 (Actual) and 2019 to 2030 (Estimated) 9 Sample 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts 12,310,801$ 13,132,872$ 13,808,253$ 14,483,560$ 15,087,806$ 15,759,877$ 16,405,824$ 17,072,881$ 17,815,698$ 300,050 306,051 312,172 318,416 324,784 331,280 337,905 344,664 351,557 126,493 131,553 136,815 142,288 147,979 153,898 160,054 166,456 173,115 164,421 167,710 171,064 174,485 177,975 181,535 185,165 188,869 192,646 - - - - - - - - - 621,749 634,184 646,868 646,868 646,868 646,868 646,868 646,868 646,868 613,275 747,533 886,656 1,030,752 1,179,932 1,334,310 1,494,004 1,659,134 1,829,827 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 88,276 89,159 90,051 90,951 91,861 92,779 93,707 94,644 95,590 - - - - - - - - - 14,325,067 15,309,062 16,151,879 16,987,320 17,757,204 18,600,546 19,423,527 20,273,516 21,205,301 - - - - - - - - - 812,000 795,200 778,400 761,600 744,800 728,000 711,200 694,400 677,600 812,000 795,200 778,400 761,600 744,800 728,000 711,200 694,400 677,600 15,137,066 16,104,262 16,930,279 17,748,919 18,502,004 19,328,546 20,134,727 20,967,915 21,882,900 - - - - - - - - - (2,605,890) (2,736,185) (2,872,994) (3,016,644) (3,167,476) (3,325,850) (3,492,142) (3,666,749) (3,850,087) 12,531,176$ 13,368,077$ 14,057,285$ 14,732,275$ 15,334,528$ 16,002,696$ 16,642,585$ 17,301,166$ 18,032,814$ 22,663,822$ 23,797,014$ 24,986,864$ 26,236,208$ 27,548,018$ 28,925,419$ 30,371,690$ 31,890,274$ 33,484,788$ - - - - - - - - - (1,407,873) (1,478,267) (1,552,180) (1,629,789) (1,711,279) (1,796,843) (1,886,685) (1,981,019) (2,080,070) (212,599) (212,599) (212,599) (212,599) - - - - - 21,043,350$ 22,106,148$ 23,222,085$ 24,393,819$ 25,836,739$ 27,128,576$ 28,485,005$ 29,909,255$ 31,404,718$ 10 Sample 2017 2018 2019 2020 2021 Actual Actual Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Tax Rates General 42.33%45.09%44.01%46.27%48.00% Capital levies 5.58%5.69%6.09%6.87%6.50% Scheduled debt levies 1.04%0.00%0.00%0.00%0.00% Total City Levy Tax Rate 48.949%50.782%50.097%53.142%54.502% Total EDA Tax Rate 1.385%1.274%1.244%1.219%1.195% Population 22,855 22,967 23,080 23,193 23,307 Taxes per Capita 450$ 475$ 491$ 539$ 575$ Median Home Value (Jan 2)166,000$ 182,000$ 196,000$ 201,880$ 207,936$ Median Home Taxes (from city)703 818 884 971 1,032 % change from prior year $'s N/A 16.31%8.02%9.93%6.26% Median Home dollar change from prior year 115 66 88 61 Tax Levy ($) General 8,657,000$ 9,436,779$ 9,716,249$ 10,630,040$ 11,541,442$ Capital 1,141,620 1,191,110 1,184,960 1,418,044 1,563,564 Economic Development Authority 277,200 277,200 282,744 288,399 294,167 Debt service 212,000 - - - - Tax Levy (%) General 84%87%86%85%86% Capital 11%11%10%11%12% Economic Development Authority 3%3%2%2%2% Debt service 2%0%0%0%0% City of Sample, Minnesota Schedule of Property Taxes Levied and Tax Rates (Continued) For the Years Ended December 31, 2017 and 2018 (Actual) and 2019 to 2030 (Estimated) 11 Sample 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts 49.41%50.27%50.30%50.18%49.26%48.94%48.42%47.89%47.51% 6.88%7.16%7.40%7.57%7.66%7.79%7.91%8.01%8.10% 3.26%3.04%2.84%2.64%2.43%2.26%2.10%1.95%1.81% 59.549%60.472%60.534%60.393%59.352%58.988%58.426%57.846%57.421% 1.171%1.147%1.123%1.099%1.075%1.052%1.028%1.005%0.983% 23,307 23,421 23,536 23,651 23,767 23,884 24,001 24,118 24,237 649$ 688$ 719$ 750$ 778$ 809$ 839$ 869$ 903$ 214,174$ 220,600$ 227,218$ 234,034$ 241,055$ 248,287$ 255,736$ 263,408$ 271,310$ 1,168 1,229 1,274 1,316 1,338 1,377 1,411 1,446 1,484 20.27%19.04%9.01%7.09%5.08%4.62%5.42%5.00%5.20% 136 60 45 42 22 38 34 35 39 12,310,801$ 13,132,872$ 13,808,253$ 14,483,560$ 15,087,806$ 15,759,877$ 16,405,824$ 17,072,881$ 17,815,698$ 1,714,215 1,870,139 2,031,454 2,185,344 2,344,614 2,509,390 2,679,798 2,855,971 3,038,046 300,050 306,051 312,172 318,416 324,784 331,280 337,905 344,664 351,557 812,000 795,200 778,400 761,600 744,800 728,000 711,200 694,400 677,600 81%82%82%82%82%82%81%81%81% 11%12%12%12%13%13%13%14%14% 2%2%2%2%2%2%2%2%2% 5%5%5%4%4%4%4%3%3% 12 Sample 2017 2018 2019 2020 2021 Actual Actual Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Government-Type General Operations 101 General 7,380,956$ 7,604,564$ 7,604,564$ 7,679,564$ 7,831,815$ Special Revenue 220 Economic Development Authority 3,190,635 3,357,844 2,128,636 2,045,732 1,957,456 *206-210 TIF Districts Special Revenue 1,817,122 1,154,369 1,165,913 1,177,572 1,189,348 *240-245 Special Projects 98,913 144,472 144,473 144,474 144,475 Subtotal 5,106,670 4,656,685 3,439,022 3,367,778 3,291,279 Debt Service 329-337 Debt Service 5,282,301 6,062,087 6,007,982 5,962,715 5,920,732 Capital Projects 405 Capital Improvement Revolving 8,229,232 - 399,581 - - 415 Street Reconstruction 6,049,965 8,249,930 8,005,554 6,596,190 5,372,848 409 Fire Equipment Revolving - - - - - 235 Police Equipment Revolving 3,080,805 2,838,545 2,841,482 2,849,713 2,831,267 410 Street Maintenance 1,696,364 - - - - 420 Park Improvement 210,780 1,935,048 1,034,708 1,167,970 917,427 *404 Cable TV Equipment 108,477 149,793 151,291 152,804 154,332 Subtotal 19,375,623 13,173,316 12,432,617 10,766,677 9,275,875 Total - Governmental-type Funds 37,145,550 31,496,652 29,484,185 27,776,734 26,319,700 Internal Service 620 Information Technology - 483,992 479,175 800,553 787,380 408/625 Building 644,615 3,339,340 3,732,877 4,293,068 596,813 615 Fleet - 2,790,279 2,261,061 1,650,674 1,446,137 *605 Self Insurance 898,302 697,711 704,688 711,735 718,852 Total - Internal Service-type Funds 1,542,917 7,311,322 7,177,801 7,456,030 3,549,182 Business-Type Enterprise Funds 505 Water 953,039 1,366,637 1,075,213 88,354 (176,141) 510 Sewer 2,121,076 2,116,511 1,524,051 272,016 (495,913) 515 787,914 1,556,505 1,091,994 1,287,541 953,391 520 488,501 602,471 649,730 709,982 767,133 *525 120,021 126,355 127,619 128,895 130,184 4,470,551 5,768,479 4,468,607 2,486,788 1,178,654 Agency Fund *250 1,399,536 1,289,199 1,302,091 1,315,112 1,328,263 Storm Drainage Street Lights Recycling Total - Business-type Funds Recycling Group Grand Total - City 44,558,554$ 45,865,652$ 42,432,685$ 39,034,664$ 32,375,800$ *Annual growth in fund balance of 1% assumed Trend indicator Adequate for reserve levels Adequate as of 2016 but decreasing balances, watch Below targeted reserve levels and should have a plan to address The fund has events in the future that need addressing now City of Sample, Minnesota Schedule of Annual Fund Cash Balances For the Years Ended December 31, 2017 and 2018 (Actual) and 2019 to 2030 (Estimated) 13 Sample 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Trend 8,213,632$ 8,856,904$ 9,594,475$ 10,404,172$ 11,192,161$ 12,003,789$ 12,789,765$ 13,547,322$ 14,327,604$ 1,863,591 1,763,909 1,658,176 1,546,150 1,427,578 1,302,202 1,169,751 1,029,948 882,504 1,201,241 1,213,253 1,225,386 1,237,640 1,250,016 1,262,516 1,275,142 1,287,893 1,300,772 144,476 144,477 144,478 144,479 144,480 144,481 144,482 144,483 144,484 3,209,308 3,121,640 3,028,040 2,928,269 2,822,074 2,709,199 2,589,375 2,462,324 2,327,760 5,887,056 5,761,836 5,639,226 5,639,226 5,639,226 5,639,226 5,639,226 5,639,226 5,639,226 - - - - - - - - - 4,387,067 3,310,768 5,240,968 4,433,942 3,624,536 2,812,954 1,999,411 1,184,134 19,361 - - - - - - - - - 2,814,834 2,901,125 2,964,867 2,957,171 2,890,159 3,011,958 2,928,699 2,889,512 2,988,024 - - - - - - - - - 938,877 1,374,799 854,203 1,692,497 2,118,353 3,422,847 3,285,079 4,006,064 4,449,951 155,875 157,434 159,008 160,598 162,204 163,826 165,465 167,119 168,791 8,296,652 7,744,125 9,219,047 9,244,208 8,795,252 9,411,585 8,378,653 8,246,828 7,626,126 25,606,649 25,484,505 27,480,787 28,215,874 28,448,713 29,763,799 29,397,019 29,895,700 29,920,717 773,555 759,868 749,989 743,188 734,741 725,110 714,689 704,541 694,548 832,136 1,206,127 1,587,541 1,985,769 2,715,980 3,973,492 4,689,580 4,900,829 4,563,190 1,423,271 1,194,150 1,407,430 1,022,794 918,863 706,099 833,088 909,005 552,907 726,041 733,301 740,634 748,041 755,521 763,076 770,707 778,414 786,198 3,755,002 3,893,446 4,485,594 4,499,791 5,125,105 6,167,778 7,008,065 7,292,789 6,596,844 16,051 45,016 438,173 1,218,755 1,938,019 2,806,242 3,557,672 4,371,631 5,054,591 (1,088,008) (838,590) (203,184) 528,771 1,474,871 2,463,292 3,521,553 4,501,714 5,766,872 566,423 892,067 1,230,063 1,593,485 1,523,806 1,337,646 1,907,825 1,113,394 243,948 820,844 370,756 411,486 447,578 478,599 504,092 523,573 536,525 542,404 131,486 132,800 134,128 135,470 136,824 138,193 139,575 140,970 142,380 446,796 602,050 2,010,667 3,924,058 5,552,120 7,249,464 9,650,198 10,664,234 11,750,195 1,341,546 1,354,961 1,368,511 1,382,196 1,396,018 1,409,978 1,424,078 1,438,319 1,452,702 31,149,992$ 31,334,962$ 35,345,559$ 38,021,920$ 40,521,956$ 44,591,019$ 47,479,360$ 49,291,041$ 49,720,457$ 14 Sample 2017 2018 2019 2020 Original Issue Maturity Interest Actual Actual Estimated Estimated Fund Issue Issue Date Date Rate Balance Balance Balance Balance Government-Type General Obligation Bonds 327 2005B General Obligation Aquatic Center Bond 2,395,000$ 9/1/2005 2/1/2020 3.50-4.00%%-$ -$ -$ -$ 326 2005A Special Assessment 1,440,000 9/14/2005 2/1/2021 3.50-4.00%- - - - 328 2006A Special Assessment 1,855,000 6/29/2006 2/1/2022 3.75-4.20%- - - - 329 2008A Special Assessment 2,190,000 8/1/2008 2/1/2024 3.50-4.35%900,000 760,000 625,000 495,000 330 2009A Special Assessment 3,360,000 7/21/2009 2/1/2030 2.00-4.50%2,020,000 1,845,000 1,675,000 1,505,000 331 2013B Street Reconstruction 85,940 - - - - 332 2011A Special Assessment 1,705,000 7/19/2011 2/1/2027 0.50-3.55%1,030,000 910,000 795,000 685,000 333 2012A Special Assessment 2,635,000 7/16/2013 2/1/2028 0.50-3.55%1,805,000 1,615,000 1,430,000 1,250,000 334 2013A Special Assessment 3,235,000 6/17/2015 2/1/2029 0.50-3.55%2,525,000 2,285,000 2,050,000 1,825,000 335 2015A Special Assessment 2,550,000 7/16/2015 2/1/2031 2.50-3.00%2,325,000 2,130,000 1,940,000 1,755,000 336 2016A Special Assessment 3,330,000 8/25/2016 2/1/2032 2.00-2.50%3,330,000 3,050,000 2,795,000 2,550,000 337 2017A Special Assessment 4,665,000 9/14/2017 2/1/2033 2.00-3.00%4,665,000 4,665,000 4,250,000 3,920,000 408 Police Building - 2020 12,000,000 1/1/2020 2/1/2035 3%- - - - Total G.O. Tax Bonds 41,445,940 18,600,000 17,260,000 15,560,000 13,985,000 Total Government-Type 41,445,940$ 18,600,000$ 17,260,000$ 15,560,000$ 13,985,000$ Population 22,855 22,967 23,080 23,193 Debt Per Capita - total 814$ 752$ 674$ 603$ City of Sample, Minnesota Outstanding Debt Schedule 15 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Balance Balance Balance Balance Balance Balance Balance Balance Balance Balance -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - 365,000 240,000 120,000 - - - - - - - 1,340,000 1,180,000 1,020,000 865,000 715,000 565,000 420,000 275,000 135,000 - - - - - - - - - - - 575,000 470,000 370,000 270,000 175,000 85,000 - - - - 1,080,000 915,000 750,000 590,000 435,000 285,000 140,000 - - - 1,605,000 1,390,000 1,180,000 975,000 770,000 570,000 375,000 185,000 - - 1,575,000 1,400,000 1,230,000 1,065,000 900,000 740,000 585,000 435,000 285,000 140,000 2,310,000 2,075,000 1,845,000 1,620,000 1,400,000 1,185,000 975,000 770,000 570,000 375,000 3,595,000 3,280,000 2,965,000 2,655,000 2,345,000 2,040,000 1,740,000 1,440,000 1,145,000 855,000 8,000,000 7,466,667 6,933,334 6,400,001 5,866,668 5,333,335 4,800,002 4,266,669 3,733,336 3,200,003 20,445,000 18,416,667 16,413,334 14,440,001 12,606,668 10,803,335 9,035,002 7,371,669 5,868,336 4,570,003 20,445,000$ 18,416,667$ 16,413,334$ 14,440,001$ 12,606,668$ 10,803,335$ 9,035,002$ 7,371,669$ 5,868,336$ 4,570,003$ 23,307 23,421 23,536 23,651 23,767 23,884 24,001 24,118 24,237 24,356 877$ 786$ 697$ 611$ 530$ 452$ 376$ 306$ 242$ 188$ 16 Sample City of Sample, Minnesota Capital Improvement Plan - Street Capital Fund 415 Schedule of Planned Capital Outlay 2018 to 2030 2019 2020 Business Unit Year to Estimated Estimated Department Object Code Subledger Replace Item Cost Amounts Amounts Public works 2018 32,000$ -$ -$ Public works 2018 311,747 - - Public works 0415.6305 0009 2019 20,000 20,000 - Public works 0415.6305 0011 2019 55,000 55,000 - Public works 0415.6305 0010 2019 225,000 225,000 - Public works 0415.6305 0009 2019 500,000 500,000 - Public works 0415.6305 0015 2019 10,000 10,000 - Public works 0415.6305 0014 2019 20,000 20,000 - Public works 0415.6305 0009 2019 60,000 60,000 - Public works 0415.6305 TBA 2020 52,500 - 52,500 Public works 0415.6305 TBA 2020 20,000 - 20,000 Public works 0415.6305 TBA 2020 56,650 - 56,650 Public works 0415.6305 TBA 2020 1,478,000 - 1,478,000 Public works 0415.6305 TBA 2020 10,000 - 10,000 Public works 0415.6305 TBA 2020 26,000 - 26,000 Public works 0415.6305 TBA 2020 75,000 - 75,000 Public works 0415.6305 TBA 2020 41,200 - 41,200 Public works 0415.6305 TBA 2021 55,125 - - Public works 0415.6305 TBA 2021 20,000 - - Public works 0415.6305 TBA 2021 58,350 - - Public works 0415.6305 TBA 2021 1,276,000 - - Public works 0415.6305 TBA 2021 10,000 - - Public works 0415.6305 TBA 2021 27,000 - - Public works 0415.6305 TBA 2021 42,436 - - Public works 0415.6305 TBA 2022 57,881 - - Public works 0415.6305 TBA 2022 20,000 - - Public works 0415.6305 TBA 2022 60,100 - - Public works 0415.6305 TBA 2022 846,000 - - Public works 0415.6305 TBA 2022 10,000 - - Public works 0415.6305 TBA 2022 250,000 - - Public works 0415.6305 TBA 43,709 - - Public works 0415.6305 TBA 2023 60,775 - - Public works 0415.6305 TBA 2023 20,000 - - Public works 0415.6305 TBA 2023 61,903 - - Public works 0415.6305 TBA 2023 882,000 - - Public works 0415.6305 TBA 2023 10,000 - - Public works 0415.6305 TBA 2023 250,000 - - Public works 0415.6305 TBA 2023 45,020 - - Public works 0415.6305 TBA 2024 1,120,000 - - Public works 0415.6305 TBA 2024 60,775 - - Public works 0415.6305 TBA 2024 20,000 - - Public works 0415.6305 TBA 2024 61,903 - - Public works 0415.6305 TBA 2024 10,000 - - Public works 0415.6305 TBA 2024 45,020 - - Public works 0415.6305 TBA 2025 60,775 - - Public works 0415.6305 TBA 2025 20,000 - - Public works 0415.6305 TBA 2025 61,903 - - Public works 0415.6305 TBA 2025 10,000 - - Public works 0415.6305 TBA 2025 45,020 - - Public works 0415.6305 TBA 2025 882,000 - - Public works 0415.6305 TBA 2026 60,775 - - Public works 0415.6305 TBA 2026 20,000 - - Public works 0415.6305 TBA 2026 61,903 - - Public works 0415.6305 TBA 2026 10,000 - - Public works 0415.6305 TBA 2026 45,020 - - Public works 0415.6305 TBA 2026 882,000 - - Public works 0415.6305 TBA 2027 60,775 - - Public works 0415.6305 TBA 2027 20,000 - - Public works 0415.6305 TBA 2027 61,903 - - Public works 0415.6305 TBA 2027 10,000 - - Public works 0415.6305 TBA 2027 45,020 - - Public works 0415.6305 TBA 2027 Flashing yellow arrows at county signals Phase 16 Skyway remaining costs Sidewalk shaving (trip hazard removal) Misc concrete work Drive Reconstruction Contract mill and overlay Crack sealing Flashing yellow arrows ADA Ped Ramp replacements In house mill and overlay Sidewalk shaving (trip hazard removal) Misc concrete work Contract mill and overlay Crack sealing Flashing yellow arrows Replace retaining wall ADA Ped Ramp replacements In house mill and overlay Sidewalk shaving (trip hazard removal) Misc concrete work Contract mill and overlay Crack sealing Flashing yellow arrows ADA Ped Ramp replacements In house mill and overlay Sidewalk shaving (trip hazard removal) Misc concrete work Contract mill and overlay Crack sealing Construct sidewalk on street gap ADA Ped Ramp replacements In house mill and overlay Sidewalk shaving (trip hazard removal) Misc concrete work Contract mill and overlay Crack sealing Ave mini-roundabout ADA Ped Ramp replacements Contract mill and overlay In house mill and overlay Sidewalk shaving (trip hazard removal) Misc concrete work Crack sealing ADA Ped Ramp replacements In house mill and overlay Sidewalk shaving (trip hazard removal) Misc concrete work Crack sealing ADA Ped Ramp replacements Contract mill and overlay In house mill and overlay Sidewalk shaving (trip hazard removal) Misc concrete work Crack sealing ADA Ped Ramp replacements Contract mill and overlay In house mill and overlay Sidewalk shaving (trip hazard removal) Misc concrete work Crack sealing ADA Ped Ramp replacements Contract mill and overlay 882,000 - - 17 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 55,125 - - - - - - - - - 20,000 - - - - - - - - - 58,350 - - - - - - - - - 1,276,000 - - - - - - - - - 10,000 - - - - - - - - - 27,000 - - - - - - - - - 42,436 - - - - - - - - - - 57,881 - - - - - - - - - 20,000 - - - - - - - - - 60,100 - - - - - - - - - 846,000 - - - - - - - - - 10,000 - - - - - - - - - 250,000 - - - - - - - - - -- - - - - - - - - -60,775 - - - - - - - - - 20,000 - - - - - - - - - 61,903 - - - - - - - - - 882,000 - - - - - - - - - 10,000 - - - - - - - - - 250,000 - - - - - - - - - 45,020 - - - - - - - - - -1,120,000 - - - - - - - - - 60,775 - - - - - - - - - 20,000 - - - - - - - - - 61,903 - - - - - - - - - 10,000 - - - - - - - - - 45,020 - - - - - - - - - - 60,775 - - - - - - - - - 20,000 - - - - - - - - - 61,903 - - - - - - - - - 10,000 - - - - - - - - - 45,020 - - - - - - - - - 882,000 - - - - - - - - - - 60,775 - - - - - - - - - 20,000 - - - - - - - - - 61,903 - - - - - - - - - 10,000 - - - - - - - - - 45,020 - - - - - - - - - 882,000 - - - - - - - - - -60,775 - - - - - - - - - 20,000 - - - - - - - - - 61,903 - - - - - - - - - 10,000 - - - - - - - - - 45,020 - - - - - - - - - 882,000 - - - 18 Sample City of Sample, Minnesota Capital Improvement Plan - Street Capital Fund 415 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 2019 2020 Business Unit Year to Estimated Estimated Department Object Code Subledger Replace Item Cost Amounts Amounts Public works 0415.6305 TBA 2028 In house mill and overlay 60,775$ -$ -$ Public works 0415.6305 TBA 2028 Sidewalk shaving (trip hazard removal)20,000 - - Public works 0415.6305 TBA 2028 Misc concrete work 61,903 - - Public works 0415.6305 TBA 2028 Crack sealing 10,000 - - Public works 0415.6305 TBA 2028 ADA Ped Ramp replacements 45,020 - - Public works 0415.6305 TBA 2028 Contract mill and overlay 882,000 - - Public works 0415.6305 TBA 2029 In house mill and overlay 60,775 - - Public works 0415.6305 TBA 2029 Sidewalk shaving (trip hazard removal)20,000 - - Public works 0415.6305 TBA 2029 Misc concrete work 61,903 - - Public works 0415.6305 TBA 2029 Crack sealing 10,000 - - Public works 0415.6305 TBA 2029 ADA Ped Ramp replacements 45,020 - - Public works 0415.6305 TBA 2029 Contract mill and overlay 882,000 - - Public works 0415.6305 TBA 2030 In house mill and overlay 60,775 - - Public works 0415.6305 TBA 2030 Sidewalk shaving (trip hazard removal)20,000 - - Public works 0415.6305 TBA 2030 Misc concrete work 61,903 - - Public works 0415.6305 TBA 2030 Crack sealing 10,000 - - Public works 0415.6305 TBA 2030 ADA Ped Ramp replacements 45,020 - - Public works 0415.6305 TBA 2030 Contract mill and overlay 1,230,000 - - Public works 0415.6305 TBA 2020 Utility Reconstruction 300,000 - 300,000 Public works 0415.6305 TBA 2021 Utility Reconstruction 300,000 - - Public works 0415.6305 TBA 2022 Utility Reconstruction 300,000 - - Public works 0415.6305 TBA 2023 Utility Reconstruction 300,000 - - Public works 0415.6305 TBA 2024 Utility Reconstruction 300,000 - - Public works 0415.6305 TBA 2025 Utility Reconstruction 300,000 - - Public works 0415.6305 TBA 2026 Utility Reconstruction 300,000 - - Public works 0415.6305 TBA 2027 Utility Reconstruction 300,000 - - Public works 0415.6305 TBA 2028 Utility Reconstruction 300,000 - - Public works 0415.6305 TBA 2029 Utility Reconstruction 300,000 - - Public works 0415.6305 TBA 2030 Utility Reconstruction 300,000 - - 892,019$ 2,061,370$ 19 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ 60,775$ -$ -$ - - - - - - - 20,000 - - - - - - - - - 61,903 - - - - - - - - - 10,000 - - - - - - - - - 45,020 - - - - - - - - - 882,000 - - - - - - - - - - 60,775 - - - - - - - - - 20,000 - - - - - - - - - 61,903 - - - - - - - - - 10,000 - - - - - - - - - 45,020 - - - - - - - - - 882,000 - - - - - - - - - - 60,775 - - - - - - - - - 20,000 - - - - - - - - - 61,903 - - - - - - - - - 10,000 - - - - - - - - - 45,020 - - - - - - - - - 1,230,000 - - - - - - - - - - 300,000 - - - - - - - - - - 300,000 - - - - - - - - - - 300,000 - - - - - - - - - - 300,000 - - - - - - - - - - 300,000 - - - - - - - - - - 300,000 - - - - - - - - - - 300,000 - - - - - - - - - - 300,000 - - - - - - - - - - 300,000 - - - - - - - - - - 300,000 1,790,932$ 1,546,003$ 1,631,722$ 1,619,723$ 1,381,724$ 1,381,725$ 1,381,726$ 1,381,727$ 1,381,728$ 1,729,729$ 20 Sample City of Sample, Minnesota Capital Improvement Plan - Street Capital Fund 415 Schedule of Projected Revenue, Expenditures and Debt 2019 2020 Estimated Estimated Revenues Property taxes (4% increase, annually, beginning in 2021) *110,144$ 116,950$ Special assessments 225,000 225,000 Interest on investments 82,499 80,056 Franchise fees - - Miscellaneous - - Total Revenues 417,643 422,006 Expenditures Capital outlay Public works 892,019 2,061,370 Total Expenditures 892,019 2,061,370 Excess (Deficiency) of Revenues Over (Under) Expenditures (474,376) (1,639,364) Other Financing Sources Transfers in - - Intergovernmental revenue (Municipal State Aid - MSA)230,000 230,000 Bond proceeds - - Sale of Fixed Asset - - Total Other Financing Sources 230,000 230,000 Net Change in Fund Balances (244,376) (1,409,364) Fund Balances, January 1 8,249,930 8,005,554 Fund Balances, December 31 8,005,554$ 6,596,190$ * The Street Maintenance Fund and Street Construction have been combined. The reduction in property taxes reflected in 2019 is a result of reallocating state aid payments. 21 Sample Capital Project Fund Projected Activity 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 121,628$ 126,493$ 131,553$ 136,815$ 142,288$ 147,979$ 153,898$ 160,054$ 166,456$ 173,115$ 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 150,000 65,962 53,728 43,871 33,108 52,410 44,339 36,245 28,130 19,994 11,841 - - - - - - - - - - - - - - - - - - - - 337,590 330,222 325,424 319,923 344,697 342,318 340,144 338,184 336,450 334,956 1,790,932 1,546,003 1,631,722 1,619,723 1,381,724 1,381,725 1,381,726 1,381,727 1,381,728 1,729,729 1,790,932 1,546,003 1,631,722 1,619,723 1,381,724 1,381,725 1,381,726 1,381,727 1,381,728 1,729,729 (1,453,342) (1,215,782) (1,306,298) (1,299,800) (1,037,026) (1,039,406) (1,041,582) (1,043,543) (1,045,277) (1,394,773) - - - - - - - - - - 230,000 230,000 230,000 3,230,000 230,000 230,000 230,000 230,000 230,000 230,000 - - - - - - - - - - - - - - - - - - - - 230,000 230,000 230,000 3,230,000 230,000 230,000 230,000 230,000 230,000 230,000 (1,223,342) (985,782) (1,076,298) 1,930,200 (807,026) (809,406) (811,582) (813,543) (815,277) (1,164,773) 6,596,190 5,372,848 4,387,067 3,310,768 5,240,968 4,433,942 3,624,536 2,812,954 1,999,411 1,184,134 5,372,848$ 4,387,067$ 3,310,768$ 5,240,968$ 4,433,942$ 3,624,536$ 2,812,954$ 1,999,411$ 1,184,134$ 19,361$ 22 Sample City of Sample, Minnesota Capital Improvement Plan - Police Equipment Revolving Fund 235 Schedule of Planned Capital Outlay 2018 to 2030 2019 2020 Business Unit Year to Estimated Estimated Department Object Code Subledger Replace Item Cost Amounts Amounts Police 3500.6930 N/A 2018 2018 Ford Interceptor Utility 47,000$ -$ -$ Police 3500.6930 N/A 2018 2018 Ford Interceptor Utility 47,000 - - Police 3500.6930 N/A 2018 2018 Ford Interceptor Utility 47,000 - - Police 3500.6930 N/A 2018 Mobile radios ($5,000 each)17,100 - - Police 3500.6930 N/A 2018 Mobile data tablets ($5,000 each)12,000 - - Police 3500.6930 N/A 2018 Body cameras 25,000 - - Police 3500.6930 N/A 2018 Portable radios ($3,000 each)90,000 - - Police 3500.6930 N/A 2018 Bulletproof vests - mass replacement ($1,000 a piece)2,000 - - Police 3500.6930 N/A 2018 Tactical vests ($3,600 each)7,200 - - Police 3500.6930 N/A 2019 2015 Ford F150 crew cab 50,000 50,000 - Police 3500.6930 N/A 2019 2020 Ford Interceptor Utility 35,000 35,000 - Police 3500.6930 N/A 2019 2010 Ford Crown Victoria 50,000 50,000 - Police 3500.6930 N/A 2019 2019 Ford Escape 35,000 35,000 - Police 3500.6930 N/A 2019 2013 Ford Interceptor Sedan 5,000 5,000 - Police 3500.6930 N/A 2019 Mobile data tablets ($5,000 each)8,000 8,000 - Police 3500.6930 N/A 2019 Handgun Replacement 45,000 45,000 - Police 3500.6930 N/A 2019 Rifle replacment /Replace Sniper Rifle 7,000 7,000 - Police 3500.6930 N/A 2019 Bulletproof vests - mass replacement ($1,000 a piece)5,000 5,000 - Police 3500.6930 N/A 2019 Tactical vests ($3,600 each)7,200 7,200 - Police 3500.6930 N/A 2020 2016 Ford Interceptor Utility (SUV)50,000 - 50,000 Police 3500.6930 N/A 2020 2016 Ford Interceptor utility 50,000 - 50,000 Police 3500.6930 N/A 2020 2016 Ford Interceptor Utility 50,000 - 50,000 Police 3500.6930 N/A 2020 Mobile data tablets ($5,000 each)15,000 - 15,000 Police 3500.6930 N/A 2020 Rifle replacment /Replace Sniper Rifle 16,500 - 16,500 Police 3500.6930 N/A 2020 Bulletproof vests - mass replacement ($1,000 a piece)15,000 - 15,000 Police 3500.6930 N/A 2020 Tactical vests ($3,600 each)7,200 - 7,200 Police 3500.6931 N/A 2020 Investigator car 40,000 - 40,000 Police 3500.6930 N/A 2021 2017 Ford Interceptor Utility (SUV)60,000 - - Police 3500.6930 N/A 2021 2017 Ford Interceptor Utility 50,000 - - Police 3500.6930 N/A 2021 2017 Ford Interceptor Utility 50,000 - - Police 3500.6930 N/A 2021 2015 Ford Interceptor Utility, silver unmarked 50,000 - - Police 3500.6930 N/A 2009 Chevy Impala 40,000 - - Police 3500.6930 N/A 2021 Mobile data tablets ($5,000 each)20,000 - - Police 3500.6930 N/A 2021 Mobile radar/lidar replacement ($4,000-5,000 each)8,000 - - Police 3500.6930 N/A 2021 In-squad digital video equipment ($6,000 each)24,000 - - Police 3500.6930 N/A 2021 Bulletproof vests - mass replacement ($1,000 a piece)10,000 - - Police 3500.6930 N/A 2021 Tactical vests ($3,600 each)7,200 - - Police 3500.6930 N/A 2021 SWAT Gas Masks (7) @$1,000 a piece 7,000 - - Police 3500.6930 N/A 2021 SWAT Helmets (7) @$1,000 a piece 7,000 - - Police 3500.6930 N/A 2022 2012 Dodge Journey 40,000 - - Police 3500.6930 N/A 2022 2018 Ford Interceptor Utility 52,000 - - Police 3500.6930 N/A 2022 2018 Ford Interceptor Utility 52,000 - - Police 3500.6930 N/A 2022 2018 Ford Interceptor Utility 52,000 - - Police 3500.6930 N/A 2022 2007 ACT RT-100 speed trailer 5,000 - - Police 3500.6930 N/A 2022 Mobile data tablets ($5,000 each)15,000 - - Police 3500.6930 N/A 2022 Mobile radar/lidar replacement ($4,000-5,000 each)12,000 - - Police 3500.6930 N/A 2022 In-squad digital video equipment ($6,000 each)18,000 - - Police 3500.6930 N/A 2022 Bulletproof vests - mass replacement ($1,000 a piece)6,000 - - Police 3500.6930 N/A 2022 Tactical vests ($3,600 each)7,200 - - Police 3500.6930 N/A 2022 Upgrade FATS 30,000 - - Police 3500.6930 N/A 2022 Upgrade Cellbrite 15,000 - - Police 3500.6930 N/A 2023 2015 Ford F150 crew cab 52,000 - - Police 3500.6930 N/A 2023 2011 Buick Sedan 40,000 - - Police 3500.6930 N/A 2023 2010 Ford Crown Victoria 52,000 - - Police 3500.6930 N/A 2023 2013 Ford Interceptor Sedan 7,500 - - Police 3500.6930 N/A 2023 Mobile data tablets ($5,000 each)10,000 - - Police 3500.6930 N/A 2023 In-squad digital video equipment ($6,000 each)12,000 - - Police 3500.6930 N/A 2023 Body cameras 30,000 - - Police 3500.6930 N/A 2023 Bulletproof vests - mass replacement ($1,000 a piece)4,000 - - Police 3500.6930 N/A 2023 Tactical vests ($3,600 each)7,200 - - Police 3500.693 N/A 2024 SWAT Robot 15,000 - - Police 3500.6930 N/A 2024 2016 Ford Interceptor Utility (SUV)55,000 - - Police 3500.6930 N/A 2024 2016 Ford Interceptor utility 55,000 - - 23 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 60,000 - - - - - - - - - 50,000 - - - - - - - - - 50,000 - - - - - - - - - 50,000 - - - - - - - - - - - - - - - - - - - 20,000 - - - - - - - - - 8,000 - - - - - - - - - 24,000 - - - - - - - - - 10,000 - - - - - - - - - 7,200 - - - - - - - - - 7,000 - - - - - - - - - 7,000 - - - - - - - - - - 40,000 - - - - - - - - - 52,000 - - - - - - - - - 52,000 - - - - - - - - - 52,000 - - - - - - - - - 5,000 - - - - - - - - - 15,000 - - - - - - - - - 12,000 - - - - - - - - - 18,000 - - - - - - - - - 6,000 - - - - - - - - - 7,200 - - - - - - - - - 30,000 - - - - - - - - - 15,000 - - - - - - - - - -52,000 - - - - - - - - - 40,000 - - - - - - - - - 52,000 - - - - - - - - - 7,500 - - - - - - - - - 10,000 - - - - - - - - - 12,000 - - - - - - - - - 30,000 - - - - - - - - - 4,000 - - - - - - - - - 7,200 - - - - - - - - - -15,000 - - - - - - - - - 55,000 - - - - - - - - - 55,000 - - - - - - 24 Sample City of Sample, Minnesota Capital Improvement Plan - Police Equipment Revolving Fund 235 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 2019 2020 Year to Year to Estimated Estimated Department Replace Subledger Replace Item Cost Amounts Amounts Police 3500.6930 N/A 2024 2016 Ford Interceptor Utility 55,000$ -$ -$ Police 3500.6930 N/A 2024 Mobile data tablets ($5,000 each)15,000 - - Police 3500.6930 N/A 2024 In-squad digital video equipment ($6,000 each)18,000 - - Police 3500.6930 N/A 2024 Body cameras 30,000 - - Police 3500.6930 N/A 2024 Tactical vests ($3,600 each)7,200 - - Police 3500.6930 N/A 2025 2017 Ford Interceptor Utility (SUV)65,000 - - Police 3500.6930 N/A 2025 2017 Ford Interceptor Utility 55,000 - - Police 3500.6930 N/A 2025 2015 Chevrolet Equinox 40,000 - - Police 3500.6930 N/A 2025 2017 Ford Interceptor Utility 55,000 - - Police 3500.6930 N/A 2025 2015 Ford Interceptor utility, dark blue unmarked 40,000 - - Police 3500.6930 N/A 2025 2010 Ford Crown Victoria 55,000 - - Police 3500.6930 N/A 2025 Mobile data tablets ($5,000 each)20,000 - - Police 3500.6930 N/A 2025 Tactical vests ($3,600 each)7,200 - - Police 3500.6930 N/A 2026 2018 Ford Interceptor Utility 55,000 - - Police 3500.6930 N/A 2026 2020 Ford Interceptor Utility 40,000 - - Police 3500.6930 N/A 2026 2018 Ford Interceptor Utility 55,000 - - Police 3500.6930 N/A 2026 2018 Ford Interceptor Utility 55,000 - - Police 3500.6930 N/A 2026 1999 Ford ambulance 150,000 - - Police 3500.6930 N/A 2026 Mobile data tablets ($5,000 each)15,000 - - Police 3500.6930 N/A 2026 Tactical vests ($3,600 each)7,200 - - Police 3500.6930 N/A 2026 SWAT Pole Cam 35,000 - - Police 3500.6930 N/A 2027 2014 Ford Interceptor utility 40,000 - - Police 3500.6930 N/A 2027 2015 Ford F150 crew cab 55,000 - - Police 3500.6930 N/A 2027 2010 Ford Crown Victoria 55,000 - - Police 3500.6930 N/A 2027 2015 Ford Interceptor Utility, silver unmarked 55,000 - - Police 3500.6930 N/A 2027 Mobile data tablets ($5,000 each)5,000 - - Police 3500.6930 N/A 2027 Mobile radar/lidar replacement ($4,000-5,000 each)10,000 - - Police 3500.6930 N/A 2027 In-squad digital video equipment ($6,000 each)6,000 - - Police 3500.6930 N/A 2027 Tactical vests ($3,600 each)7,200 - - Police 3500.6930 N/A 2027 SWAT Gas Launcher 6,000 - - Police 3500.6930 N/A 2028 2016 Ford Interceptor Utility (SUV)60,000 - - Police 3500.6930 N/A 2028 2016 Ford Interceptor utility 60,000 - - Police 3500.6930 N/A 2028 2016 Ford Interceptor Utility 60,000 - - Police 3500.6930 N/A 2028 Mobile radios ($5,000 each)75,000 - - Police 3500.6930 N/A 2028 Mobile data tablets ($5,000 each)15,000 - - Police 3500.6930 N/A 2028 Mobile radar/lidar replacement ($4,000-5,000 each)15,000 - - Police 3500.6930 N/A 2028 In-squad digital video equipment ($6,000 each)18,000 - - Police 3500.6930 N/A 2028 Portable radios ($3,000 each)150,000 - - Police 3500.6930 N/A 2028 Tactical vests ($3,600 each)7,200 - - Police 3500.6930 N/A 2029 2017 Ford Interceptor Utility (SUV)70,000 - - Police 3500.6930 N/A 2029 2017 Ford Interceptor Utility 60,000 - - Police 3500.6930 N/A 2029 2017 Ford Interceptor Utility 60,000 - - Police 3500.6930 N/A 2029 2019 Ford Escape 40,000 - - Police 3500.6930 N/A 2029 2010 Ford Crown Victoria 60,000 - - Police 3500.6930 N/A 2029 Mobile data tablets ($5,000 each)20,000 - - Police 3500.6930 N/A 2029 In-squad digital video equipment ($6,000 each)24,000 - - Police 3500.6930 N/A 2029 Handgun Replacement 55,000 - - Police 3500.6930 N/A 2029 Rifle replacment /Replace Sniper Rifle 30,000 - - Police 3500.6930 N/A 2029 Tactical vests ($3,600 each)7,200 - - Police 3500.6930 N/A 2029 Police Bicycles (3)6,000 - - Police 3500.6930 N/A 2030 Estimate based on average 310,708 - - 247,200$ 243,700$ 25 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ 55,000$ -$ -$ -$ -$ -$ -$ - - - 15,000 - - - - - - - - - 18,000 - - - - - - - - - 30,000 - - - - - - - - - 7,200 - - - - - - - - - - 65,000 - - - - - - - - - 55,000 - - - - - - - - - 40,000 - - - - - - - - - 55,000 - - - - - - - - - 40,000 - - - - - - - - - 55,000 - - - - - - - - - 20,000 - - - - - - - - - 7,200 - - - - - - - - - - 55,000 - - - - - - - - - 40,000 - - - - - - - - - 55,000 - - - - - - - - - 55,000 - - - - - - - - - 150,000 - - - - - - - - - 15,000 - - - - - - - - - 7,200 - - - - - - - - - 35,000 - - - - - - - - - - 40,000 - - - - - - - - - 55,000 - - - - - - - - - 55,000 - - - - - - - - - 55,000 - - - - - - - - - 5,000 - - - - - - - - - 10,000 - - - - - - - - - 6,000 - - - - - - - - - 7,200 - - - - - - - - - 6,000 - - - - - - - - - - 60,000 - - - - - - - - - 60,000 - - - - - - - - - 60,000 - - - - - - - - - 75,000 - - - - - - - - - 15,000 - - - - - - - - - 15,000 - - - - - - - - - 18,000 - - - - - - - - - 150,000 - - - - - - - - - 7,200 - - - - - - - - - - 70,000 - - - - - - - - - 60,000 - - - - - - - - - 60,000 - - - - - - - - - 40,000 - - - - - - - - - 60,000 - - - - - - - - - 20,000 - - - - - - - - - 24,000 - - - - - - - - - 55,000 - - - - - - - - - 30,000 - - - - - - - - - 7,200 - - - - - - - - - 6,000 - - - - - - - - - - 310,708 293,200$ 304,200$ 214,700$ 250,200$ 337,200$ 412,200$ 239,200$ 460,200$ 432,200$ 310,708$ 26 Sample City of Sample, Minnesota Capital Improvement Plan - Police Equipment Revolving Fund 235 Schedule of Projected Revenue, Expenditures and Debt 2019 2020 Estimated Estimated Revenues Property taxes (2% increase, anually, beginning in 2019)154,938$ 158,037$ Additional levy to balance - 50,000 Interest on investments 29,373 28,894 Miscellaneous - - Total Revenues 184,311 236,931 Expenditures Capital outlay Public safety 247,200 243,700 Total Expenditures 247,200 243,700 Excess (Deficiency) of Revenues Over (Under) Expenditures (62,889) (6,769) Other Financing Sources Transfer in - - Bond proceeds - - Sale of Fixed Asset 15,000 15,000 Transfers out - - Total Other Financing Sources 15,000 15,000 Net Change in Fund Balances (47,889) 8,231 Unrestricted Cash Balance - - Assigned Cash Balance 2,838,545 2,841,482 Cash Balance, January 1 2,838,545 2,841,482 Unrestricted Cash Balance - 5,342 Assigned Cash Balance 2,841,482 2,844,372 Fund Balances, December 31 2,841,482$ 2,849,713$ 27 Sample Capital Project Fund Projected Activity 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 161,197$ 164,421$ 167,710$ 171,064$ 174,485$ 177,975$ 181,535$ 185,165$ 188,869$ 192,646$ 70,000 80,000 90,000 100,000 110,000 120,000 130,000 140,000 150,000 160,000 28,557 28,345 28,281 27,879 30,018 32,213 34,465 36,775 39,144 41,575 - - - - - - - - - - 259,754 272,767 285,991 298,943 314,503 330,188 346,000 361,940 378,013 394,220 293,200 304,200 214,700 250,200 337,200 412,200 239,200 460,200 432,200 310,708 293,200 304,200 214,700 250,200 337,200 412,200 239,200 460,200 432,200 310,708 (33,446) (31,433) 71,291 48,743 (22,697) (82,012) 106,800 (98,260) (54,187) 83,512 - - - - - - - - - - - - - - - - - - - - 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 - - - - - - - - - - 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 (18,446) (16,433) 86,291 63,743 (7,697) (67,012) 121,800 (83,260) (39,187) 98,512 5,342 (15,960) (35,228) 48,235 109,189 98,491 28,258 146,611 59,674 16,572 2,844,372 2,847,227 2,850,062 2,852,890 2,855,678 2,858,680 2,861,901 2,865,347 2,869,025 2,872,939 2,849,713 2,831,267 2,814,834 2,901,125 2,964,867 2,957,171 2,890,159 3,011,958 2,928,699 2,889,512 (15,960) (35,228) 48,235 109,189 98,491 28,258 146,611 59,674 16,572 110,927 2,847,227 2,850,062 2,852,890 2,855,678 2,858,680 2,861,901 2,865,347 2,869,025 2,872,939 2,877,097 2,831,267$ 2,814,834$ 2,901,125$ 2,964,867$ 2,957,171$ 2,890,159$ 3,011,958$ 2,928,699$ 2,889,512$ 2,988,024$ 28 Sample City of Sample, Minnesota Capital Improvement Plan - Park Improvements 420 Schedule of Planned Capital Outlay 2018 to 2030 2019 2020 Business Year to Estimated Estimated Department Object Code Subledger Replace Item Cost Amounts Amounts Recreation 0420.6937 0062 2018 10,000$ -$ -$ Recreation 0420.6937 2018 2,500 - - Recreation 0420.6937 2018 738,000 - - Recreation 0420.6937 0062 2019 10,000 10,000 - Recreation 0420.6937 0016 2019 25,000 25,000 - Recreation 0420.6937 0017 2019 1,200,000 1,200,000 - Recreation 0420.6937 0061 2019 1,800,000 1,800,000 - Recreation 0420.6937 N/A 2019 18,000 18,000 - Recreation 0420.6937 N/A 2019 12,000 12,000 - Recreation 0420.6937 N/A 2019 10,000 10,000 - Recreation 0420.6937 TBA 2020 10,000 - 10,000 Recreation 0420.6937 TBA 2020 25,000 - 25,000 Recreation 0420.6937 TBA 2020 125,000 - 125,000 Recreation 0420.6937 TBA 2020 100,000 - 100,000 Recreation 0420.6937 TBA 2021 275,000 - - Recreation 0420.6937 TBA 2021 10,000 - - Recreation 0420.6937 TBA 25,000 - - Recreation 0420.6937 TBA 2021 275,000 - - Recreation 0420.6937 TBA 2021 150,000 - - Recreation 0420.6937 TBA 2021 60,000 - - Recreation 0420.6937 TBA 2022 10,000 - - Recreation 0420.6937 TBA 2022 25,000 - - Recreation 0420.6937 TBA 2022 60,000 - - Recreation 0420.6937 TBA 2022 530,000 - - Recreation 0420.6937 TBA 2023 10,000 - - Recreation 0420.6937 TBA 2023 25,000 - - Recreation 0420.6937 TBA 2023 60,000 - - Recreation 0420.6937 TBA 2023 160,000 - - Recreation 0420.6937 TBA 2023 90,000 - - Recreation 0420.6937 TBA 2024 25,000 - - Recreation 0420.6937 TBA 2024 10,000 - - Recreation 0420.6937 TBA 2024 1,350,000 - - Recreation 0420.6937 TBA 2024 60,000 - - Recreation 0420.6937 TBA 2025 160,000 - - Recreation 0420.6937 TBA 2025 65,000 - - Recreation 0420.6937 TBA 2026 165,000 - - Recreation 0420.6937 TBA 2026 165,000 - - Recreation 0420.6937 TBA 2026 165,000 - - Recreation 0420.6937 TBA 2026 115,000 - - Recreation 0420.6937 TBA 2026 115,000 - - Recreation 0420.6937 TBA 2026 70,000 - - Recreation 0420.6937 TBA 2027 75,000 - - Recreation 0420.6937 TBA 2028 1,400,000 - - Recreation 0420.6937 TBA 2028 120,000 - - Recreation 0420.6937 TBA 2028 170,000 - - Recreation 0420.6937 TBA 2029 695,000 - - Recreation 0420.6937 TBA 2029 125,000 - - Recreation 0420.6937 TBA 2029 175,000 - - Recreation 0420.6937 TBA 2030 New Park Name Signage Replace trash receptacle and recycling bins (HRG grant) Welcome Park New Park Name Signage ALL Pavement (Parking @ Trails) DP Becker DP Becker Lounge Chairs Chair / Table Replacement Staging & Risers New Park Name Signage ALL Pavement (Parking @ Trails) NP Fair Play Area (1999) Hockey Rink CP Welcome Play Area (1997) New Park Name Signage ALL Pavement (Parking @ Trails) CP Valley Place PA (2001) NP Yunkers (2001) NP Shelter - Iron Horse New Park Name Signage ALL Pavement (Parking @ Trails) CP Dog Park CP Soccer Field New Park Name Signage ALL Pavement (Parking @ Trails) NP Shelter NP Broadway (1999) Ped Bridge ALL Pavement (Parking @ Trails) New Park Name Signage CP Park Building Re-Surface Courts Play Area - Sunnyview (2000) Sm. Picnic Shelter - Forest Play Area - Lee (2000) Play Area - Cavanaugh (2001) Play Area - Twin Oak (2003) Med. Shelter - Med. Shelter - Sm. Picnic Shelter Sm. Shelter Park Building - Welcome Med. Shelter - Welcome Play Area - Iron Horse (2004) Soccer Field Med. Shelter Play Area Park Building 1,450,000 - - 3,075,000$ 260,000$ 29 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 275,000 - - - - - - - - - 10,000 - - - - - - - - - - - - - - - - - - - 275,000 - - - - - - - - - 150,000 - - - - - - - - - 60,000 - - - - - - - - - - 10,000 - - - - - - - - - 25,000 - - - - - - - - - 60,000 - - - - - - - - - 530,000 - - - - - - - - - -10,000 - - - - - - - - - 25,000 - - - - - - - - - 60,000 - - - - - - - - - 160,000 - - - - - - - - - 90,000 - - - - - - - - - -25,000 - - - - - - - - - 10,000 - - - - - - - - - 1,350,000 - - - - - - - - - 60,000 - - - - - - - - - - 160,000 - - - - - - - - - 65,000 - - - - - - - - - - 165,000 - - - - - - - - - 165,000 - - - - - - - - - 165,000 - - - - - - - - - 115,000 - - - - - - - - - 115,000 - - - - - - - - - 70,000 - - - - - - - - - -75,000 - - - - - - - - - - 1,400,000 - - - - - - - - - 120,000 - - - - - - - - - 170,000 - - - - - - - - - - 695,000 - - - - - - - - - 125,000 - - - - - - - - - 175,000 - - - - - - - - - - 1,450,000 770,000$ 625,000$ 345,000$ 1,445,000$ 225,000$ 795,000$ 75,000$ 1,690,000$ 995,000$ 1,450,000$ 30 Sample City of Sample, Minnesota Capital Improvement Plan - Park Improvements 420 Schedule of Projected Revenue, Expenditures and Debt 2019 2020 Estimated Estimated Revenues Property taxes (1% overall levy increase, annually, beginning in 2020)248,310$ 358,914$ Interest on investments 19,350 10,347 Intergovernmental revenue (HCYSPG grants)620,000 - Miscellaneous - - Total Revenues 887,660 369,261 Expenditures Capital outlay General government 3,075,000 260,000 Total Expenditures 3,075,000 260,000 Excess (Deficiency) of Revenues Over (Under) Expenditures (2,187,340) 109,261 Other Financing Sources Transfers in EDA 1,200,000 - PIR - - Sale of fixed assets 87,000 24,000 Transfers out - - Total Other Financing Sources 1,287,000 24,000 Net Change in Fund Balances (900,340) 133,261 Fund Balances, January 1 1,935,048 1,034,708 Fund Balances, December 31 1,034,708$ 1,167,970$ 31 Sample Capital Project Fund Projected Activity 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 483,778$ 613,275$ 747,533$ 886,656$ 1,030,752$ 1,179,932$ 1,334,310$ 1,494,004$ 1,659,134$ 1,829,827$ 11,680 9,174 9,389 13,748 8,542 16,925 21,184 34,228 32,851 40,061 - - - - - - - - - - - - - - - - - - - - 495,458 622,450 756,922 900,404 1,039,294 1,196,857 1,355,493 1,528,232 1,691,985 1,869,887 770,000 625,000 345,000 1,445,000 225,000 795,000 75,000 1,690,000 995,000 1,450,000 770,000 625,000 345,000 1,445,000 225,000 795,000 75,000 1,690,000 995,000 1,450,000 (274,542) (2,550) 411,922 (544,596) 814,294 401,857 1,280,493 (161,768) 696,985 419,887 - - - - - - - - - - - - - - - - - - - - 24,000 24,000 24,000 24,000 24,000 24,000 24,000 24,000 24,000 24,000 - - - - - - - - - - 24,000 24,000 24,000 24,000 24,000 24,000 24,000 24,000 24,000 24,000 (250,542) 21,450 435,922 (520,596) 838,294 425,857 1,304,493 (137,768) 720,985 443,887 1,167,970 917,427 938,877 1,374,799 854,203 1,692,497 2,118,353 3,422,847 3,285,079 4,006,064 917,427$ 938,877$ 1,374,799$ 854,203$ 1,692,497$ 2,118,353$ 3,422,847$ 3,285,079$ 4,006,064$ 4,449,951$ 32 Sample City of Sample, Minnesota Capital Improvement Plan - Building Fund 408/625 Schedule of Planned Capital Outlay 2018 to 2030 2019 2020 Business Unit Year to Estimated Estimated Department Object Code Subledger Replace Item Cost Amounts Amounts City Buildings 0625.6940 2018 City Hall - office cubes and desks 100,000$ -$ -$ City Buildings 0625.6940 2018 City Hall - replace fire alarm panel 2,000 - - City Buildings 0625.6940 2018 City Hall & CCC - front end UNC for HVAC system 33,000 - - City Buildings 0625.6940 2018 City Hall - Chamber window film/lights 7,500 - - City Buildings 0625.6940 2018 Fire - South - replace water heater 7,000 - - City Buildings 0625.6940 2018 Fire - South - rehab stairway to roof 7,000 - - City Buildings 0625.6940 2018 Fire - North - tuckpoint walls 5,000 - - City Buildings 0625.6940 2018 Water walk cargo net 7,000 - - City Buildings 0625.6940 2018 Replace pool heaters 20,000 - - City Buildings 0625.6940 2018 Extend irrigation system 15,000 - - City Buildings 0625.6940 2018 Add windows and screens to louvers of pool building 20,000 - - City Buildings 0625.6940 2018 Update entryway of pool building 200,000 - - City Buildings 0625.6940 2018 Rehab/recoat pool building floor 40,000 - - City Buildings 0625.6940 2018 Repair tile and plaster inside pool 15,000 - - City Buildings 0625.6940 2018 Umbrella and/or fabric replacement program 33,000 - - City Buildings 0625.6940 2018 Skylight/Roof renovation 145,000 - - City Buildings 0625.6940 2018 Replace LCD projector and add smart board 8,000 - - City Buildings 0625.6940 2018 Replace convection ovens (2)10,000 - - City Buildings 0625.6940 2018 Activity room - reface cabinets 5,000 - - City Buildings 0625.6940 2018 Replace Community Center lighted marquee 40,000 - - City Buildings 0625.6940 2018 Front desk security/update 20,000 - - City Buildings 0625.6940 2019 2019 Capital requests 307,000 307,000 - City Buildings 0625.6940 0018 2019 Repair/repaint east side of City Hall 24,000 24,000 - City Buildings 0625.6940 0019 2019 Paint South Fire station 32,000 32,000 - City Buildings 0625.6940 0020 2019 Replace service doors at South fire station 10,000 10,000 - City Buildings 0625.6940 0021 2019 Replace service doors at PD lower lot 10,000 10,000 - City Buildings 0625.6940 0022 2019 Replace tube (bay area) heaters at north station 6,000 6,000 - City Buildings 0625.6940 0023 2019 Replace irrigation system at north fire station 10,000 10,000 - City Buildings 0625.6940 0024 2019 Replace 'Teacup' Water Feature 25,000 25,000 - City Buildings 0625.6940 0025 2019 Paint Bridge & Diving Board 30,000 30,000 - City Buildings 0625.6940 0026 Heater #2 (pool water)20,000 - - City Buildings 0625.6940 0027 2019 LED Lights - Gyms/storage/restrooms 26,500 26,500 - City Buildings 0625.6940 0028 2019 Painting Mtg. rooms, hallway, etc.8,000 8,000 - City Buildings 0625.6940 0029 2019 Landscaping on SE side 15,000 15,000 - City Buildings 0625.6940 0030 2019 Temp./Light Controls - gyms 24,000 24,000 - City Buildings 0625.6940 2019 Replace garage door obstruction sensors 5,000 5,000 - City Buildings 0625.6940 2019 Replace garage door obstruction sensors 5,000 5,000 - City Buildings 0625.6940 2019 Replace NO/CO sensors 5,000 5,000 - City Buildings 0625.6940 2019 Replace skylights 220,000 220,000 - City Buildings 0625.6940 TBA 2020 City Hall Furniture / Remodel 110,000 - 110,000 City Buildings 0625.6940 TBA 2020 2020 Capital requests 10,000 - 10,000 City Buildings 0625.6940 TBA 2020 Generator for City Hall 225,000 - 225,000 City Buildings 0625.6940 TBA 2020 Replace tube (bay area) heaters at north station 6,000 - 6,000 City Buildings 0625.6940 TBA 2020 Re-Landscape City Hall south and west sides 20,000 - 20,000 City Buildings 0625.6940 TBA 2020 City Hall fire alarm system upgrade 9,000 - 9,000 City Buildings 0625.6940 TBA 2020 Coat Zero Depth Slide 8,000 - 8,000 City Buildings 0625.6940 TBA 2020 Irrigation for Front of Building 15,000 - 15,000 33 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 34 Sample City of Sample, Minnesota Capital Improvement Plan - Building Fund 408/625 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 2019 2020 Year to Estimated Estimated Department Replace Item Cost Amounts Amounts City Buildings 0625.6940 TBA 2020 25,500$ -$ 25,500$ City Buildings 0625.6940 TBA 2020 10,000 - 10,000 City Buildings 0625.6940 TBA 2020 9,000 - 9,000 City Buildings 0625.6940 TBA 2020 12,000 - 12,000 City Buildings 0625.6940 TBA 2020 12,000 - 12,000 City Buildings 0625.6940 TBA 2020 10,000 - 10,000 City Buildings 0625.6940 TBA 2020 40,000 - 40,000 City Buildings 0625.6940 TBA 2020 15,000 - 15,000 City Buildings 0625.6940 TBA 2020 22,000 - 22,000 City Buildings 0625.6940 TBA 2020 5,000 - 5,000 City Buildings 0625.6940 TBA 2020 8,000 - 8,000 City Buildings 0625.6940 TBA 2020 10,000 - 10,000 City Buildings 0625.6940 TBA 2020 5,000 - 5,000 City Buildings 0625.6940 TBA 2020 - - - City Buildings 0625.6940 TBA 2020 20,000 - 20,000 City Buildings 0625.6940 TBA 2020 25,000 - 25,000 City Buildings 0625.6940 TBA 2021 90,000 - - City Buildings 0625.6940 TBA 2021 7,000 - - City Buildings 0625.6940 TBA 2021 15,000 - - City Buildings 0625.6940 TBA 2021 25,000 - - City Buildings 0625.6940 TBA 2021 140,000 - - City Buildings 0625.6940 TBA 2021 40,000 - - City Buildings 0625.6940 TBA 2021 10,000 - - City Buildings 0625.6940 TBA 2021 40,000 - - City Buildings 0625.6940 TBA 2021 140,000 - - City Buildings 0625.6940 TBA 2021 40,000 - - City Buildings 0625.6940 TBA 2021 8,000 - - City Buildings 0625.6940 TBA 2021 15,000 - - City Buildings 0625.6940 TBA 2021 5,000 - - City Buildings 0625.6940 TBA 2021 25,000 - - City Buildings 0625.6940 TBA 2021 - - - City Buildings 0625.6940 TBA 2021 45,000 - - City Buildings 0625.6940 TBA 2021 30,000 - - City Buildings 0625.6940 TBA 2021 25,000 - - City Buildings 0625.6940 TBA 2021 15,000 - - City Buildings 0625.6940 TBA 2021 75,000 - - City Buildings 0625.6940 TBA 2021 7,000 - - City Buildings 0625.6940 TBA 2021 10,000 - - City Buildings 0625.6940 TBA 2021 12,500 - - City Buildings 0625.6940 TBA 2021 30,000 - - City Buildings 0625.6940 TBA 2021 35,000 - - City Buildings 0625.6940 TBA 2021 20,000 - - City Buildings 0625.6940 TBA 2021 LED Lights - Office/Meeting Rooms Bask. Hoop Safety Straps/Maint Meeting Room W indow Treatments Entryway Mats Temp./Light Controls (Kitchen/Sr.) Temp./Light Controls (Office/Mtg.) Park Shelter CCC Meeting Room Audio CCC Temparature Light Control Park Shelter North Fire Station North Fire Station North Fire Station Police Side - removed $250k due to projecting new facility Pool Lifeguard Chairs South Fire Station Replace roof at south fire station Add roof access to south fire station Pool Umbrella Fabric New Water Feature Parking Lot Improvements Parking Lot / Building Lights Install eyewash station LED lighting upgrade Parking lot improvements Security camera upgrade Replace flooring- Valley room Replace exterior lighting Replace exterior lighting controls Irrigate campus (does not work currently) Entire Jail - removed $1M due to project new facililty Stand-Up Desks Upgrade system to code New Water Feature Pool Umbrella fabric Replace all tile and caulking in all pools Replace diving board Replace diving board stand Repaint the gutter grates Replace umbrella crank, assembly, and hardware Fob access all doors Install exterior ladder to roof Replace roof 125,000 - - 35 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90,000 - - - - - - - - - 7,000 - - - - - - - - - 15,000 - - - - - - - - - 25,000 - - - - - - - - - 140,000 - - - - - - - - - 40,000 - - - - - - - - - 10,000 - - - - - - - - - 40,000 - - - - - - - - - 140,000 - - - - - - - - - 40,000 - - - - - - - - - 8,000 - - - - - - - - - 15,000 - - - - - - - - - 5,000 - - - - - - - - - 25,000 - - - - - - - - - - - - - - - - - - - 45,000 - - - - - - - - - 30,000 - - - - - - - - - 25,000 - - - - - - - - - 15,000 - - - - - - - - - 75,000 - - - - - - - - - 7,000 - - - - - - - - - 10,000 - - - - - - - - - 12,500 - - - - - - - - - 30,000 - - - - - - - - - 35,000 - - - - - - - - - 20,000 - - - - - - - - - 125,000 - - - - - - - - - 36 Sample City of Sample, Minnesota Capital Improvement Plan - Building Fund 408/625 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 2019 2020 Year to Estimated Estimated Department Replace Item Cost Amounts Amounts City Buildings 0625.6940 TBA 2021 Re-roof entire building 150,000$ -$ -$ City Buildings 0625.6940 TBA 2021 Replace thermostat 1,000 - - City Buildings 0625.6940 TBA 2021 Replace furnace 10,000 - - City Buildings 0625.6940 TBA 2021 Police department facility expansion 12,000,000 - - City Buildings 0625.6940 TBA 2022 Replace council chambers carpet 15,000 - - City Buildings 0625.6940 TBA 2022 Replace generator at north fire station 26,000 - - City Buildings 0625.6940 TBA 2022 Replace generator at south fire station 26,000 - - City Buildings 0625.6940 TBA 2022 Pool Cargo Net 8,000 - - City Buildings 0625.6940 TBA 2022 Dishwasher 18,000 - - City Buildings 0625.6940 TBA 2022 Replace Floor Scrubber 15,000 - - City Buildings 0625.6940 TBA 2022 Replace building louvers 50,000 - - City Buildings 0625.6940 TBA 2022 Replace exterior lighting 10,000 - - City Buildings 0625.6940 TBA 2022 Replace exterior windows 50,000 - - City Buildings 0625.6940 TBA 2022 Investiagate drainage in boiler room 10,000 - - City Buildings 0625.6940 TBA 2022 Make cell phone boost system typical install 50,000 - - City Buildings 0625.6940 TBA 2022 Replace alarms and sensors 50,000 - - City Buildings 0625.6940 TBA 2022 Replace control panel 18,000 - - City Buildings 0625.6940 TBA 2022 Upgrade system to code 10,000 - - City Buildings 0625.6940 TBA 2022 Replace dishwasher 20,000 - - City Buildings 0625.6940 TBA 2022 Replace floor scrubber 15,000 - - City Buildings 0625.6940 TBA 2022 Window film- heat reducing forest room/entryways 15,000 - - City Buildings 0625.6940 TBA 2022 Install motion sensors for lighting 35,000 - - City Buildings 0625.6940 TBA 2022 Replace furnace 10,000 - - City Buildings 0625.6940 TBA 2022 Replace thermostat 1,000 - - City Buildings 0625.6940 TBA 2022 Install service door from secure PW operations area 10,000 - - City Buildings 0625.6940 TBA 2022 add storage 100,000 - - City Buildings 0625.6940 TBA 2022 HVAC cleaning 35,000 - - City Buildings 0625.6940 TBA 2022 Improve zoning for HVAC 40,000 - - City Buildings 0625.6940 TBA 2022 Locker Room Expansion 500,000 - - City Buildings 0625.6940 TBA 2022 Lockers 55,000 - - City Buildings 0625.6940 TBA 2022 Replace PA system 25,000 - - City Buildings 0625.6940 TBA 2022 Interior touch up paint 20,000 - - City Buildings 0625.6940 TBA 2023 Replace City Hall cubicles 75,000 - - City Buildings 0625.6940 TBA 2023 Replace City Hall carpet 15,000 - - City Buildings 0625.6940 TBA 2023 New Water Feature 25,000 - - City Buildings 0625.6940 TBA 2023 Replace Water Walk Pads 15,000 - - City Buildings 0625.6940 TBA 2023 Replace Sand in Filters 10,000 - - City Buildings 0625.6940 TBA 2023 Air Handler (Office & Mtg Rooms)40,000 - - City Buildings 0625.6940 TBA 2023 Paint exterior building 25,000 - - City Buildings 0625.6940 TBA 2023 Replace fasade 200,000 - - City Buildings 0625.6940 TBA 2023 Replace staff lockers 15,000 - - City Buildings 0625.6940 TBA 2023 Evaluate city hall system for space heater use 60,000 - - City Buildings 0625.6940 TBA 2023 Fire extinguisher mounts/cabinets 15,000 - - City Buildings 0625.6940 TBA 2023 Fob access all doors 25,000 - - City Buildings 0625.6940 TBA 2023 parking lot lighting upgrade 14,000 - - 37 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts 150,000$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 1,000 - - - - - - - - - 10,000 - - - - - - - - - 12,000,000 - - - - - - - - - - 15,000 - - - - - - - - - 26,000 - - - - - - - - - 26,000 - - - - - - - - - 8,000 - - - - - - - - - 18,000 - - - - - - - - - 15,000 - - - - - - - - - 50,000 - - - - - - - - - 10,000 - - - - - - - - - 50,000 - - - - - - - - - 10,000 - - - - - - - - - 50,000 - - - - - - - - - 50,000 - - - - - - - - - 18,000 - - - - - - - - - 10,000 - - - - - - - - - 20,000 - - - - - - - - - 15,000 - - - - - - - - - 15,000 - - - - - - - - - 35,000 - - - - - - - - - 10,000 - - - - - - - - - 1,000 - - - - - - - - - 10,000 - - - - - - - - - 100,000 - - - - - - - - - 35,000 - - - - - - - - - 40,000 - - - - - - - - - 500,000 - - - - - - - - - 55,000 - - - - - - - - - 25,000 - - - - - - - - - 20,000 - - - - - - - - - - 75,000 - - - - - - - - - 15,000 - - - - - - - - - 25,000 - - - - - - - - - 15,000 - - - - - - - - - 10,000 - - - - - - - - - 40,000 - - - - - - - - - 25,000 - - - - - - - - - 200,000 - - - - - - - - - 15,000 - - - - - - - - - 60,000 - - - - - - - - - 15,000 - - - - - - - - - 25,000 - - - - - - - - - 14,000 - - - - - - - 38 Sample City of Sample, Minnesota Capital Improvement Plan - Building Fund 408/625 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 2019 2020 Year to Estimated Estimated Department Replace Item Cost Amounts Amounts City Buildings 0625.6940 TBA 2023 Replace cabinets 10,000$ -$ -$ City Buildings 0625.6940 TBA 2023 Replace cabinets 15,000 - - City Buildings 0625.6940 TBA 2023 Replace carpeting 25,000 - - City Buildings 0625.6940 TBA 2023 Replace ceiling tiles 25,000 - - City Buildings 0625.6940 TBA 2023 Replace water heater 25,000 - - City Buildings 0625.6940 TBA 2023 Replace/improve to upstairs IT room 15,000 - - City Buildings 0625.6940 TBA 2023 ADA update Front desk 40,000 - - City Buildings 0625.6940 TBA 2023 HVAC/mechanical updates 125,000 - - City Buildings 0625.6940 TBA 2023 Replace Air Handler 45,000 - - City Buildings 0625.6940 TBA 2023 Replace Exterior Windows 40,000 - - City Buildings 0625.6940 TBA 2023 Tile floor update/repair 5,000 - - City Buildings 0625.6940 TBA 2023 4 doors 25,000 - - City Buildings 0625.6940 TBA 2023 Paint interior 35,000 - - City Buildings 0625.6940 TBA 2023 Parking lot lighting upgrade 12,000 - - City Buildings 0625.6940 TBA 2023 New Water Feature 25,000 - - City Buildings 0625.6940 TBA 2023 Replace Sand in filters 30,000 - - City Buildings 0625.6940 TBA 2023 Replace water walk pads 15,000 - - City Buildings 0625.6940 TBA 2023 Replace starting blocks 25,000 - - City Buildings 0625.6940 TBA 2023 Install boiler for heater 35,000 - - City Buildings 0625.6940 TBA 2023 Replace drinking fountain 10,000 - - City Buildings 0625.6940 TBA 2024 Install fiberglass doors in chemical areas (3)25,000 - - City Buildings 0625.6940 TBA 2024 Mechanical Ventilation 50,000 - - City Buildings 0625.6940 TBA 2024 Replace/insulate exterior doors and leaks 20,000 - - City Buildings 0625.6940 TBA 2024 Replace/upgrade interior lighting 10,000 - - City Buildings 0625.6940 TBA 2024 Front counter 25,000 - - City Buildings 0625.6940 TBA 2024 HVAC cleaning 35,000 - - City Buildings 0625.6940 TBA 2024 Lighting upgrade to LED 30,000 - - City Buildings 0625.6940 TBA 2024 Replace can lighting in entire building 60,000 - - City Buildings 0625.6940 TBA 2024 Replace exterior windows 450,000 - - City Buildings 0625.6940 TBA 2024 Replace fire gate on customer service window 23,000 - - City Buildings 0625.6940 TBA 2024 Replace popcorn ceiling in Council Chambers 30,000 - - City Buildings 0625.6940 TBA 2024 Replace/improve to downstairs IT room (AC unit)15,000 - - City Buildings 0625.6940 TBA 2024 Replace Refrigerator/refrigerator 12,000 - - City Buildings 0625.6940 TBA 2024 Building Automation updates 100,000 - - City Buildings 0625.6940 TBA 2024 Replace ceiling fans 15,000 - - City Buildings 0625.6940 TBA 2024 Replace generator 25,000 - - City Buildings 0625.6940 TBA 2024 Upgrade emergency/exit lighting 5,000 - - City Buildings 0625.6940 TBA 2024 Lighting upgrade to LED 20,000 - - City Buildings 0625.6940 TBA 2024 Replace can lighting 40,000 - - City Buildings 0625.6940 TBA 2024 Replace cargo net 8,000 - - City Buildings 0625.6940 TBA 2024 Replace chemical feed system 10,000 - - City Buildings 0625.6940 TBA 2024 Replace waterwalk structure 20,000 - - City Buildings 0625.6940 TBA 2024 Replace smaller pump (main water slide)40,000 - - City Buildings 0625.6940 TBA 2024 Replace NO/CO sensors 5,000 - - City Buildings 0625.6940 TBA 2024 Replace ceiling fans 15,000 - - City Buildings 0625.6940 TBA 2024 Replace generator 15,000 - - City Buildings 0625.6940 TBA 2024 Replace NO/CO sensors 5,000 - - City Buildings 0625.6940 TBA 2024 Replace thermostat 1,000 - - City Buildings 0625.6940 TBA 2024 Install bathroom ventillation 15,000 - - City Buildings 0625.6940 TBA 2024 Replace thermostat 1,000 - - City Buildings 0625.6940 TBA 2025 Misc electrical upgrades 25,000 - - City Buildings 0625.6940 TBA 2025 Replace bathroom fixtures 50,000 - - City Buildings 0625.6940 TBA 2025 Replace hand dryers 15,000 - - City Buildings 0625.6940 TBA 2025 Replace security lighting 10,000 - - City Buildings 0625.6940 TBA 2025 Replace staff office furniture 25,000 - - City Buildings 0625.6940 TBA 2025 Upgrade emergency/exit lighting 5,000 - - City Buildings 0625.6940 TBA 2025 ADA drinking fountain upgrades 15,000 - - 39 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ 10,000$ -$ -$ -$ -$ -$ -$ -$ - - 15,000 - - - - - - - - - 25,000 - - - - - - - - - 25,000 - - - - - - - - - 25,000 - - - - - - - - - 15,000 - - - - - - - - - 40,000 - - - - - - - - - 125,000 - - - - - - - - - 45,000 - - - - - - - - - 40,000 - - - - - - - - - 5,000 - - - - - - - - - 25,000 - - - - - - - - - 35,000 - - - - - - - - - 12,000 - - - - - - - - - 25,000 - - - - - - - - - 30,000 - - - - - - - - - 15,000 - - - - - - - - - 25,000 - - - - - - - - - 35,000 - - - - - - - - - 10,000 - - - - - - - - - - 25,000 - - - - - - - - - 50,000 - - - - - - - - - 20,000 - - - - - - - - - 10,000 - - - - - - - - - 25,000 - - - - - - - - - 35,000 - - - - - - - - - 30,000 - - - - - - - - - 60,000 - - - - - - - - - 450,000 - - - - - - - - - 23,000 - - - - - - - - - 30,000 - - - - - - - - - 15,000 - - - - - - - - - 12,000 - - - - - - - - - 100,000 - - - - - - - - - 15,000 - - - - - - - - - 25,000 - - - - - - - - - 5,000 - - - - - - - - - 20,000 - - - - - - - - - 40,000 - - - - - - - - - 8,000 - - - - - - - - - 10,000 - - - - - - - - - 20,000 - - - - - - - - - 40,000 - - - - - - - - - 5,000 - - - - - - - - - 15,000 - - - - - - - - - 15,000 - - - - - - - - - 5,000 - - - - - - - - - 1,000 - - - - - - - - - 15,000 - - - - - - - - - 1,000 - - - - - - - - - - 25,000 - - - - - - - - - 50,000 - - - - - - - - - 15,000 - - - - - - - - - 10,000 - - - - - - - - - 25,000 - - - - - - - - - 5,000 - - - - - - - - - 15,000 - - - - - 40 Sample City of Sample, Minnesota Capital Improvement Plan - Building Fund 408/625 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 2019 2020 Year to Estimated Estimated Department Replace Item Cost Amounts Amounts City Buildings 0625.6940 TBA 2025 ADA restroom upgrades 25,000$ -$ -$ City Buildings 0625.6940 TBA 2025 Misc electrical upgrades 25,000 - - City Buildings 0625.6940 TBA 2025 Paint exterior building 18,000 - - City Buildings 0625.6940 TBA 2025 Replace water heater 10,000 - - City Buildings 0625.6940 TBA 2025 Deal with patio outside of lunch room 25,000 - - City Buildings 0625.6940 TBA 2025 Elevator rehab 100,000 - - City Buildings 0625.6940 TBA 2025 Replace Air Handler 150,000 - - City Buildings 0625.6940 TBA 2025 Replace toliets and urinals 25,000 - - City Buildings 0625.6940 TBA 2025 Re-key building 100,000 - - City Buildings 0625.6940 TBA 2025 Bring restrooms up to ADA code 50,000 - - City Buildings 0625.6940 TBA 2025 Paint interior (PD side)25,000 - - City Buildings 0625.6940 TBA 2025 Replace heating systems 50,000 - - City Buildings 0625.6940 TBA 2025 Replace thermostat 1,000 - - City Buildings 0625.6940 TBA 2025 Re-key building 50,000 - - City Buildings 0625.6940 TBA 2025 Replace carpeting 15,000 - - City Buildings 0625.6940 TBA 2025 Replace occupancy sensors 10,000 - - City Buildings 0625.6940 TBA 2025 Concrete repairs 75,000 - - City Buildings 0625.6940 TBA 2025 Reline drop slides 75,000 - - City Buildings 0625.6940 TBA 2025 Replace flooring on zero depth 75,000 - - City Buildings 0625.6940 TBA 2025 Paint interior 28,000 - - City Buildings 0625.6940 TBA 2025 Paint interior 15,000 - - City Buildings 0625.6940 TBA 2025 Replace water heater 10,000 - - City Buildings 0625.6940 TBA 2025 Replace water heater 10,000 - - City Buildings 0625.6940 TBA 2026 Paint interior 19,000 - - City Buildings 0625.6940 TBA 2026 Replace interior lighting 25,000 - - City Buildings 0625.6940 TBA 2026 Replace heaters- building 45,000 - - City Buildings 0625.6940 TBA 2026 Replace sound system 20,000 - - City Buildings 0625.6940 TBA 2026 Paint interior 60,000 - - City Buildings 0625.6940 TBA 2026 Replace Air Handler 150,000 - - City Buildings 0625.6940 TBA 2026 Upgrade Generator 250,000 - - City Buildings 0625.6940 TBA 2026 Replace Carpet 30,000 - - City Buildings 0625.6940 TBA 2026 Window film- heat reducing all building 30,000 - - City Buildings 0625.6940 TBA 2026 Tuck pointing 55,000 - - City Buildings 0625.6940 TBA 2026 ADA drinking fountain upgrades 15,000 - - City Buildings 0625.6940 TBA 2026 ADA restroom upgrades 25,000 - - City Buildings 0625.6940 TBA 2026 Paint interior 15,000 - - City Buildings 0625.6940 TBA 2026 Replace restroom fixtures 10,000 - - City Buildings 0625.6940 TBA 2026 Replacing upstairs ceiling 25,000 - - City Buildings 0625.6940 TBA 2026 Replace furnace 10,000 - - City Buildings 0625.6940 TBA 2027 Divider Wall- gyms 40,000 - - City Buildings 0625.6940 TBA 2027 Install/replace Bball scoreboard 25,000 - - City Buildings 0625.6940 TBA 2027 Replace Volleyball Standards/ref stands 15,000 - - City Buildings 0625.6940 TBA 2027 Replace interior lighting 20,000 - - City Buildings 0625.6940 TBA 2027 Recoat water slides 80,000 - - City Buildings 0625.6940 TBA 2027 Replace sun sail shade cover 19,000 - - City Buildings 0625.6940 TBA 2027 ADA drinking fountain upgrades 15,000 - - City Buildings 0625.6940 TBA 2027 ADA restroom upgrades 50,000 - - City Buildings 0625.6940 TBA 2028 Tuck pointing 75,000 - - City Buildings 0625.6940 TBA 2028 Building wide public address system 75,000 - - City Buildings 0625.6940 TBA 2028 Replace workout room lighting 10,000 - - City Buildings 0625.6940 TBA 2028 replace/relocate motion sensors for lights 10,000 - - City Buildings 0625.6940 TBA 2028 Upgrade life safety systems 100,000 - - City Buildings 0625.6940 TBA 2028 Replace ovens 18,000 - - City Buildings 0625.6940 TBA 2028 Bring kitchen up to current code 150,000 - - City Buildings 0625.6940 TBA 2028 Paint water slide super structure 40,000 - - City Buildings 0625.6940 TBA 2028 Replace drain covers 25,000 - - City Buildings 0625.6940 TBA 2028 Fob access all doors 25,000 - - 41 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ 25,000$ -$ -$ -$ -$ -$ - - - - 25,000 - - - - - - - - - 18,000 - - - - - - - - - 10,000 - - - - - - - - - 25,000 - - - - - - - - - 100,000 - - - - - - - - - 150,000 - - - - - - - - - 25,000 - - - - - - - - - 100,000 - - - - - - - - - 50,000 - - - - - - - - - 25,000 - - - - - - - - - 50,000 - - - - - - - - - 1,000 - - - - - - - - - 50,000 - - - - - - - - - 15,000 - - - - - - - - - 10,000 - - - - - - - - - 75,000 - - - - - - - - - 75,000 - - - - - - - - - 75,000 - - - - - - - - - 28,000 - - - - - - - - - 15,000 - - - - - - - - - 10,000 - - - - - - - - - 10,000 - - - - - - - - - - 19,000 - - - - - - - - - 25,000 - - - - - - - - - 45,000 - - - - - - - - - 20,000 - - - - - - - - - 60,000 - - - - - - - - - 150,000 - - - - - - - - - 250,000 - - - - - - - - - 30,000 - - - - - - - - - 30,000 - - - - - - - - - 55,000 - - - - - - - - - 15,000 - - - - - - - - - 25,000 - - - - - - - - - 15,000 - - - - - - - - - 10,000 - - - - - - - - - 25,000 - - - - - - - - - 10,000 - - - - - - - - - - 40,000 - - - - - - - - - 25,000 - - - - - - - - - 15,000 - - - - - - - - - 20,000 - - - - - - - - - 80,000 - - - - - - - - - 19,000 - - - - - - - - - 15,000 - - - - - - - - - 50,000 - - - - - - - - - - 75,000 - - - - - - - - - 75,000 - - - - - - - - - 10,000 - - - - - - - - - 10,000 - - - - - - - - - 100,000 - - - - - - - - - 18,000 - - - - - - - - - 150,000 - - - - - - - - - 40,000 - - - - - - - - - 25,000 - - - - - - - - - 25,000 - - 42 Sample City of Sample, Minnesota Capital Improvement Plan - Building Fund 408/625 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 2019 2020 Year to Estimated Estimated Department Replace Item Cost Amounts Amounts City Buildings 0625.6940 TBA 2028 Fob access all doors 25,000$ -$ -$ City Buildings 0625.6940 TBA 2028 Replace exterior windows 200,000 - - City Buildings 0625.6940 TBA 2028 ADA drinking fountain upgrades 15,000 - - City Buildings 0625.6940 TBA 2028 ADA restroom upgrades 50,000 - - City Buildings 0625.6940 TBA 2029 Fob access all doors 25,000 - - City Buildings 0625.6940 TBA 2029 Re-key building 5,000 - - City Buildings 0625.6940 TBA 2029 Replace building light control 5,000 - - City Buildings 0625.6940 TBA 2029 Replace dog park lighting control 5,000 - - City Buildings 0625.6940 TBA 2029 Shingles 25,000 - - City Buildings 0625.6940 TBA 2029 Tuck pointing 40,000 - - City Buildings 0625.6940 TBA 2029 Re-key building 50,000 - - City Buildings 0625.6940 TBA 2029 Replace all window treatments 100,000 - - City Buildings 0625.6940 TBA 2029 Update Minnesota room 75,000 - - City Buildings 0625.6940 TBA 2029 Fob access all doors 25,000 - - City Buildings 0625.6940 TBA 2029 Paint exterior building 20,000 - - City Buildings 0625.6940 TBA 2029 Paint interior 15,000 - - City Buildings 0625.6940 TBA 2029 Re-key building 5,000 - - City Buildings 0625.6940 TBA 2029 Replace roof 20,000 - - City Buildings 0625.6940 TBA 2029 Tuck pointing 40,000 - - City Buildings 0625.6940 TBA 2029 Fob access all doors 25,000 - - City Buildings 0625.6940 TBA 2029 Improve upstairs ventilation 40,000 - - City Buildings 0625.6940 TBA 2029 Re-key building 25,000 - - City Buildings 0625.6940 TBA 2029 Replace exterior doors 50,000 - - City Buildings 0625.6940 TBA 2029 Replace interior lighting 50,000 - - City Buildings 0625.6940 TBA 2029 Replace thermostat 1,000 - - City Buildings 0625.6940 TBA 2029 Replace thermostat (upstairs)1,000 - - City Buildings 0625.6940 TBA 2029 Upgrade upstairs lighting 15,000 - - City Buildings 0625.6940 TBA 2029 Fob access all doors 25,000 - - City Buildings 0625.6940 TBA 2029 Paint exterior building 25,000 - - City Buildings 0625.6940 TBA 2029 Re-key building 25,000 - - City Buildings 0625.6940 TBA 2029 Fob access all doors 25,000 - - City Buildings 0625.6940 TBA 2029 Install non-breakable glass for exterior door 20,000 - - City Buildings 0625.6940 TBA 2029 Install non-breakable glass in lobby entry 20,000 - - City Buildings 0625.6940 TBA 2029 Relocate IT server in Jen's office 25,000 - - City Buildings 0625.6940 TBA 2029 Replace heater by lower parking lot entrance 5,000 - - City Buildings 0625.6940 TBA 2029 Replace heater by upper parking lot entrance 5,000 - - City Buildings 0625.6940 TBA 2029 Paint raised walkway/ dropslide structure 25,000 - - City Buildings 0625.6940 TBA 2029 Re-key building 50,000 - - City Buildings 0625.6940 TBA 2029 Replace skylights 50,000 - - City Buildings 0625.6940 TBA 2029 Replace asphalt with concrete in bins 50,000 - - City Buildings 0625.6940 TBA 2029 Re-key building 5,000 - - City Buildings 0625.6940 TBA 2029 Service door replacement 3,000 - - City Buildings 0625.6940 TBA 2029 Re-key building 25,000 - - City Buildings 0625.6940 TBA 2029 Replace kitchen appliances 30,000 - - City Buildings 0625.6940 TBA 2029 Replace upstairs carpeting 25,000 - - City Buildings 0625.6940 TBA 2029 Upgrade emergency/exit lighting 5,000 - - City Buildings 0625.6940 TBA 2029 Fob access all doors 25,000 - - City Buildings 0625.6940 TBA 2029 Misc electrical upgrades 25,000 - - City Buildings 0625.6940 TBA 2029 Re-key building 5,000 - - City Buildings 0625.6940 TBA 2029 Replace exterior doors 25,000 - - City Buildings 0625.6940 TBA 2029 Replace exterior lighting 20,000 - - City Buildings 0625.6940 TBA 2029 Replace exterior lighting controls 5,000 - - City Buildings 0625.6940 TBA 2029 Replace exterior windows 50,000 - - City Buildings 0625.6940 TBA 2029 Replace facia 25,000 - - City Buildings 0625.6940 TBA 2029 Replace interior lighting 15,000 - - City Buildings 0625.6940 TBA 2029 Fob access all doors 25,000 - - City Buildings 0625.6940 TBA 2029 Re-key building 5,000 - - 43 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ 25,000$ -$ -$ - - - - - - - 200,000 - - - - - - - - - 15,000 - - - - - - - - - 50,000 - - - - - - - - - - 25,000 - - - - - - - - - 5,000 - - - - - - - - - 5,000 - - - - - - - - - 5,000 - - - - - - - - - 25,000 - - - - - - - - - 40,000 - - - - - - - - - 50,000 - - - - - - - - - 100,000 - - - - - - - - - 75,000 - - - - - - - - - 25,000 - - - - - - - - - 20,000 - - - - - - - - - 15,000 - - - - - - - - - 5,000 - - - - - - - - - 20,000 - - - - - - - - - 40,000 - - - - - - - - - 25,000 - - - - - - - - - 40,000 - - - - - - - - - 25,000 - - - - - - - - - 50,000 - - - - - - - - - 50,000 - - - - - - - - - 1,000 - - - - - - - - - 1,000 - - - - - - - - - 15,000 - - - - - - - - - 25,000 - - - - - - - - - 25,000 - - - - - - - - - 25,000 - - - - - - - - - 25,000 - - - - - - - - - 20,000 - - - - - - - - - 20,000 - - - - - - - - - 25,000 - - - - - - - - - 5,000 - - - - - - - - - 5,000 - - - - - - - - - 25,000 - - - - - - - - - 50,000 - - - - - - - - - 50,000 - - - - - - - - - 50,000 - - - - - - - - - 5,000 - - - - - - - - - 3,000 - - - - - - - - - 25,000 - - - - - - - - - 30,000 - - - - - - - - - 25,000 - - - - - - - - - 5,000 - - - - - - - - - 25,000 - - - - - - - - - 25,000 - - - - - - - - - 5,000 - - - - - - - - - 25,000 - - - - - - - - - 20,000 - - - - - - - - - 5,000 - - - - - - - - - 50,000 - - - - - - - - - 25,000 - - - - - - - - - 15,000 - - - - - - - - - 25,000 - - - - - - - - - 5,000 - 44 Sample City of Sample, Minnesota Capital Improvement Plan - Building Fund 408/625 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 2019 2020 Year to Estimated Estimated Department Replace Item Cost Amounts Amounts City Buildings 0625.6940 TBA 2030 Fob access all doors 25,000$ -$ -$ City Buildings 0625.6940 TBA 2030 Install eyewash station 10,000 - - City Buildings 0625.6940 TBA 2030 Replace furnace 10,000 - - City Buildings 0625.6940 TBA 2030 Replace thermostat 1,000 - - City Buildings 0625.6940 TBA 2030 Improve zoning for HVAC 40,000 - - City Buildings 0625.6940 TBA 2030 Install building security system 50,000 - - City Buildings 0625.6940 TBA 2030 Paint exterior building 100,000 - - City Buildings 0625.6940 TBA 2030 Replace finanace safe with building-integrated safe 10,000 - - City Buildings 0625.6940 TBA 2030 Re-roof entire building 250,000 - - City Buildings 0625.6940 TBA 2030 Fob access all doors 25,000 - - City Buildings 0625.6940 TBA 2030 Upgrade building safety systems 75,000 - - City Buildings 0625.6940 TBA 2030 Paint interior- meeting rooms 30,000 - - City Buildings 0625.6940 TBA 2030 Replace roof 225,000 - - City Buildings 0625.6940 TBA 2030 Replace bathroom fixtures 50,000 - - City Buildings 0625.6940 TBA 2030 Paint exterior building 150,000 - - City Buildings 0625.6940 TBA 2030 Replace exterior windows 75,000 - - City Buildings 0625.6940 TBA 2030 Replace facia 25,000 - - City Buildings 0625.6940 TBA 2030 Replace high up windows 20,000 - - City Buildings 0625.6940 TBA 2030 Replace interior lighting 20,000 - - City Buildings 0625.6940 TBA 2030 Upgrade emergency/exit lighting 5,000 - - City Buildings 0625.6940 TBA 2030 ADA restroom upgrades 25,000 - - City Buildings 0625.6940 TBA 2030 Paint interior 30,000 - - City Buildings 0625.6940 TBA 2030 Proper chemical storage 10,000 - - City Buildings 0625.6940 TBA 2030 Replace bay area lighting 25,000 - - City Buildings 0625.6940 TBA 2030 Replace cabinets 25,000 - - City Buildings 0625.6940 TBA 2030 Recplace lounge chairs 15,000 - - City Buildings 0625.6940 TBA 2030 Replace water play feature 70,000 - - City Buildings 0625.6940 TBA 2030 Replace main pumps (2)50,000 - - City Buildings 0625.6940 TBA 2030 Replace landscaping 50,000 - - City Buildings 0625.6940 TBA 2030 Exterior touch up paint 35,000 - - City Buildings 0625.6940 TBA 2030 Exterior touch up paint 25,000 - - City Buildings 0625.6940 TBA 2030 Do something in downstairs training area 50,000 - - City Buildings 0625.6940 TBA 2030 Exterior repair 125,000 - - City Buildings 0625.6940 TBA 2030 Replace exterior doors 50,000 - - City Buildings 0625.6940 TBA 2030 Upgrade life safety systems 100,000 - - 762,500$ 631,500$ 45 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ 25,000$ - - - - - - - - - 10,000 - - - - - - - - - 10,000 - - - - - - - - - 1,000 - - - - - - - - - 40,000 - - - - - - - - - 50,000 - - - - - - - - - 100,000 - - - - - - - - - 10,000 - - - - - - - - - 250,000 - - - - - - - - - 25,000 - - - - - - - - - 75,000 - - - - - - - - - 30,000 - - - - - - - - - 225,000 - - - - - - - - - 50,000 - - - - - - - - - 150,000 - - - - - - - - - 75,000 - - - - - - - - - 25,000 - - - - - - - - - 20,000 - - - - - - - - - 20,000 - - - - - - - - - 5,000 - - - - - - - - - 25,000 - - - - - - - - - 30,000 - - - - - - - - - 10,000 - - - - - - - - - 25,000 - - - - - - - - - 25,000 - - - - - - - - - 15,000 - - - - - - - - - 70,000 - - - - - - - - - 50,000 - - - - - - - - - 50,000 - - - - - - - - - 35,000 - - - - - - - - - 25,000 - - - - - - - - - 50,000 - - - - - - - - - 125,000 - - - - - - - - - 50,000 - - - - - - - - - 100,000 13,190,500$ 1,237,000$ 1,116,000$ 1,125,000$ 1,112,000$ 784,000$ 264,000$ 818,000$ 1,330,000$ 1,881,000$ 46 Sample City of Sample, Minnesota Capital Improvement Plan - Building Fund 408/625 Schedule of Projected Revenue, Expenditures and Debt 2019 2020 Estimated Estimated Amounts Amounts Revenues Property taxes (2% increase, annually in 2019- 2024. 0% increase thereafter)585,888$ 597,606$ Internal charges (1% increase in 2022 - 2023, 0% increase thereafter)- - Interest on investments 33,393 37,329 Intergovernmental revenue (local government aid, 0% increase projected)556,756 556,756 Miscellaneous - - Total Revenues 1,176,037 1,191,691 Expenditures Contractual services - Capital outlay City Buildings 331,000 181,000 Public Safety - Public Works 10,000 - Fire Department 58,000 25,000 Police Department - 250,000 Parks & Recreation 383,500 175,500 Total Expenditures 782,500 631,500 Excess (Deficiency) of Revenues Over (Under) Expenditures 393,537 560,191 Other Financing Sources Bond proceeds - - Transfers in - - Total Other Financing Sources - - Net Change in Fund Balances 393,537 560,191 Fund Balances, January 1 3,339,340 3,732,877 Fund Balances, December 31 3,732,877$ 4,293,068$ 47 Sample Capital Project Fund Projected Activity 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts 609,558$ 621,749$ 634,184$ 646,868$ 646,868$ 646,868$ 646,868$ 646,868$ 646,868$ 646,868$ 285,000 287,850 290,729 290,729 290,729 290,729 290,729 290,729 290,729 290,729 42,931 5,968 8,321 12,061 15,875 19,858 27,160 39,735 46,896 49,008 556,756 556,756 556,756 556,756 556,756 556,756 556,756 556,756 556,756 556,756 - - - - - - - - - - 1,494,245 1,472,323 1,489,990 1,506,414 1,510,228 1,514,211 1,521,513 1,534,088 1,541,249 1,543,361 317,000 26,000 409,000 668,000 300,000 460,000 - 195,000 150,000 450,000 12,000,000 35,000 30,000 35,000 5,000 76,000 10,000 20,000 25,000 233,000 60,000 320,000 - 10,000 81,000 28,000 25,000 - 225,000 292,000 415,000 75,000 755,000 72,000 60,000 75,000 - - - 100,000 25,000 443,500 426,000 590,000 311,000 633,000 289,000 244,000 373,000 555,000 931,000 13,190,500 1,237,000 1,116,000 1,125,000 1,112,000 784,000 264,000 818,000 1,330,000 1,881,000 (11,696,255) 235,323 373,990 381,414 398,228 730,211 1,257,513 716,088 211,249 (337,639) 8,000,000 - - - - - - - - - - - - - - - - - - - 8,000,000 - - - - - - - - - (3,696,255) 235,323 373,990 381,414 398,228 730,211 1,257,513 716,088 211,249 (337,639) 4,293,068 596,813 832,136 1,206,127 1,587,541 1,985,769 2,715,980 3,973,492 4,689,580 4,900,829 596,813$ 832,136$ 1,206,127$ 1,587,541$ 1,985,769$ 2,715,980$ 3,973,492$ 4,689,580$ 4,900,829$ 4,563,190$ 48 Sample 2019 Business Unit Year to Estimated Object Code Subledger Replace Item Cost Amounts Public Works 2018 Replace #329 - 2004 John Deere front end loader 220,000$ -$ Public Works 2018 Replace #302B - broom for 2006 MT5T trackless plow 8,000 - Public Works 2018 Replace #121 - 1988 John Deere tractor 85,000 - Public Works 2018 Replace #124 - 2007 Toro GM4000-D mower 63,000 - Public Works 0615.6930 0031 2019 Replace #315 - 2006 Freightliner SA with TA hook 265,000 265,000 Public Works 0615.6930 0032 2019 Replace #325 - 2000 Ingersoll Rand 1 ton roller 50,000 50,000 Public Works 0615.6930 0033 2019 Replace #308 - 2002 Chevy sign/fleet truck 90,000 90,000 Public Works 0615.6930 0035 2019 Tanker Truck (replacement)175,000 175,000 Public Works 0615.6930 0036 2019 Tommy Gate for truck # 106 5,000 5,000 Public Works 0615.6930 0037 2019 6205 - Water Utility Replace #432 - 2008 Ford F150 50,000 50,000 Public Works 0615.6930 TBA 2019 Pick-up Truck (Replace Truck # 40)28,000 28,000 Public Works 0615.6930 TBA 2019 Pick up truck ( Replace truck # 44)28,000 28,000 Public Works 0615.6930 TBA 2020 Replace #341 - 2005 CAT 3 ton roller 60,000 - Public Works 0615.6930 TBA 2020 Replace #302 - 2006 MT5T Trackless 149,732 - Public Works 0615.6930 TBA 2020 Replace #123 - 11' Large Area Mower (replacement)68,000 - Public Works 0615.6930 TBA 2020 Replace #339 Tack trailer 90,000 - Public Works 0615.6930 TBA 2020 Replace #327 - 2008 message board 25,000 - Public Works 0615.6930 TBA 2020 One ton dump (Replace truck # 125)75,000 - Public Works 0615.6930 TBA 2021 Replace #311 - 2007 Freightliner SA 260,000 - Comm Dev 0615.6930 TBA 2021 Replace car #27 - 2007 Chevy Malibu 20,000 - Comm Dev 0615.6930 TBA 2021 Replace car #57 - 2006 Chevy Malibu 20,000 - Public Works 0615.6930 TBA 2021 Replace #301 - 2011 Dodge Ram 75,000 - Public Works 0615.6930 TBA 2021 Replace #303-1 - MTV Trackless MT-6 181,732 - Public Works 0615.6930 0034 2022 Z Turn Mower (replacement)15,000 - Public Works 0615.6930 TBA 2022 Replace #309 - 2010 Freightliner TA 270,000 - Public Works 0615.6930 TBA 2022 Replace #307 - 2012 Ram 2500 (new is swap loader)75,000 - Public Works 0615.6930 TBA 2022 utility trailer (replace Z turn trailer)8,000 - Public Works 0615.6930 TBA 2022 20 Kw portable generator with light tower (replace existing 37kW)20,000 - Public Works 0615.6930 TBA 2023 Replace #337 - 2013 Mauldin asphalt paver 195,000 - Public Works 0615.6930 TBA 2023 Replace #364 - 1998 trailer hot box/patching 45,000 - Public Works 0615.6930 TBA 2023 Replace #310 - 2010 Chevy 3500 75,000 - Public Works 0615.6930 TBA 2023 Replace #314 - 2012 International SA 265,000 - Public Works 0615.6930 TBA 2023 6237- water utility Replace #434 - 1996 Air Compressor 30,000 - Public Works 0615.6930 TBA 2024 Replace #56 - 2014 Ford Focus 21,587 - Public Works 0615.6930 TBA 2024 Replace #351 - Rayco brush chipper 52,804 - Public Works 0615.6930 TBA 2024 Replace #428 - GMC Sierra 3500HD 1 ton dump truck 63,364 - Public Works 0615.6930 TBA 2024 Replace #451 - SRECO easement machine (no title)44,590 - Public Works 0615.6930 TBA 2025 Aerator 35,000 - Public Works 0615.6930 TBA 2025 Replace Engineering #42 35,000 - Public Works 0615.6930 TBA 2025 Replace #110 - Chevy K3500 Silverado and 9' plow w/Tommy gate 54,520 - Public Works 0615.6930 TBA 2025 Replace #303-2 - Sno-Quip 51" ribbon PTO blower for #303 19,385 - Public Works 0615.6930 TBA 2025 Replace #303-4 - Sidewalk MT Trackless 51" Vee plow for #303 9,692 - Public Works 0615.6930 TBA 2025 Replace #340 - Tenco TCS-172A-LMM Snow Blower 181,732 - Public Works 0615.6930 TBA 2025 Replace #390 - Veritec salt brine system/generator 96,924 - Public Works 0615.6930 TBA 2025 Replace #431 - Sterling Acterra w/jetter 284,714 - Public Works 0615.6930 TBA 2025 Replace #456 - Target Pro 65-lll concrete saw 53,308 - Public Works 0615.6930 TBA 2025 Replace 3-yd grapple bucket for use w/front end loaders 30,289 - Public Works 0615.6930 TBA 2026 Replace #106 - Ford F350 Pickup w/Henderson Dump body 112,583 - Public Works 0615.6930 TBA 2026 Replace #115 - GMC 1 ton; Sierra 3500 (gray)50,037 - Public Works 0615.6930 TBA 2026 Replace #433-1 - John Deere 190D excavator 306,476 - Public Works 0615.6930 TBA 2026 Replace #433-2 - 30" V-bottom frost bucket (for #433)6,255 - Public Works 0615.6930 TBA 2026 Replace #433-3 - Empire excavator grapple (for #433)10,007 - Public Works 0615.6930 TBA 2026 Replace #433-4 - Allied hydraulic hammer (for #433)50,037 - Public Works 0615.6930 TBA 2027 Replace #111 - Chevy Silverado K2500 Pickup (blue)Utility box 77,495 - Public Works 0615.6930 TBA 2027 Replace #316 - Chevrolet 1 ton Silverado 3500 4X4 (white)41,330 - Public Works 0615.6930 TBA 2027 Replace #342 - TowMaster T-10DT Trailer 9,041 - Public Works 0615.6930 TBA 2027 Replace #450-1 - Caterpillar 930K wheel loader (no title)245,400 - Public Works 0615.6930 TBA 2027 Replace #462 - Elgin Pelican NP Sweeper 290,605 - Public Works 0615.6930 TBA 2028 Replace #306 - GMC Sierra 1500 Ext Cab 1/2 Ton (blue)42,674 - Public Works 0615.6930 TBA 2028 Replace #332 - Wacker WP1550AW plate tamper 6,668 - Public Works 0615.6930 TBA 2028 Replace #334 - Bobcat Skid loader Model A770 IT4 126,688 - Public Works 0615.6930 TBA 2028 Replace #401 - Chevy Silverado 2500 (white)46,674 - Public Works 0615.6930 TBA 2028 Replace #430 - Sreco sewer rodder 93,349 - Public Works 0615.6930 TBA 2028 Replace #450-2 - 12 ft Plow & ACS Adapter (for #450)16,003 - City of Sample, Minnesota Capital Improvement Plan - Fleet Fund 615 Schedule of Planned Capital Outlay 2018 to 2030 Department 49 Sample 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 60,000 - - - - - - - - - - 149,732 - - - - - - - - - - 68,000 - - - - - - - - - - 90,000 - - - - - - - - - - 25,000 - - - - - - - - - - 75,000 - - - - - - - - - - - 260,000 - - - - - - - - - - 20,000 - - - - - - - - - - 20,000 - - - - - - - - - - 75,000 - - - - - - - - - - 181,732 - - - - - - - - - - - 15,000 - - - - - - - - - - 270,000 - - - - - - - - - - 75,000 - - - - - - - - - - 8,000 - - - - - - - - - - 20,000 - - - - - - - - - - - 195,000 - - - - - - - - - - 45,000 - - - - - - - - - - 75,000 - - - - - - - - - - 265,000 - - - - - - - - - - 30,000 - - - - - - - - - - - 21,587 - - - - - - - - - - 52,804 - - - - - - - - - - 63,364 - - - - - - - - - - 44,590 - - - - - - - - - - - 35,000 - - - - - - - - - - 35,000 - - - - - - - - - - 54,520 - - - - - - - - - - 19,385 - - - - - - - - - - 9,692 - - - - - - - - - - 181,732 - - - - - - - - - - 96,924 - - - - - - - - - - 284,714 - - - - - - - - - - 53,308 - - - - - - - - - - 30,289 - - - - - - - - - - - 112,583 - - - - - - - - - - 50,037 - - - - - - - - - - 306,476 - - - - - - - - - - 6,255 - - - - - - - - - - 10,007 - - - - - - - - - - 50,037 - - - - - - - - - - - 77,495 - - - - - - - - - - 41,330 - - - - - - - - - - 9,041 - - - - - - - - - - 245,400 - - - - - - - - - - 290,605 - - - - - - - - - - - 42,674 - - - - - - - - - - 6,668 - - - - - - - - - - 126,688 - - - - - - - - - - 46,674 - - - - - - - - - - 93,349 - - - - - - - - - - 16,003 - - 50 Sample 2019 Business Unit Year to Estimated Object Code Subledger Replace Item Cost Amounts Public Works 0615.6930 TBA 2028 Replace #455 - MacLander trailer 6,668$ -$ Public Works 0615.6930 TBA 2028 Replace #457 - Broot utility trailer 5,334 - Public Works 0615.6930 TBA 2029 Replace #118 - Bear Cat truckloader leaf blower & vacuum w/trailer 34,422 - Public Works 0615.6930 TBA 2029 Replace #312 - Int'l 7400 4x2 truck w/dump box, plow & sander 385,530 - Public Works 0615.6930 TBA 2030 Replace #101 - GMC Sierra 3500 4wd (white) w/V-Plow 54,022 - Public Works 0615.6930 TBA 2030 Replace #113 - Chevy Silverado 3500 4X4 w/Crysteel dump body & hoist 65,396 - Public Works 0615.6930 TBA 2030 Replace #145 - Toro Workman MDX w/ballfield groomer 25,590 - Public Works 0615.6930 TBA 2030 Replace #305 - Dodge Ram 5500 4X4 Bucket Truck w/Dura-Lift (white)284,329 - Public Works 0615.6930 TBA 2030 Replace #347 - TowMaster 10,000 LB trailer (Skidsteer, 3 TN Roller)14,216 - Public Works 0615.6930 TBA 2030 Replace #350 - Tennant MS20GLP Floor Sweeper 78,190 - Public Works 0615.6930 TBA 2030 Replace #352 - Coats Wheel Balancer 14,216 - Public Works 0615.6930 TBA 2030 Replace #353 - Coats Tire Changer 21,325 - Public Works 0615.6930 TBA 2030 Replace #363 - Toyota 5000-lb forklift w/sideshifting positioner 71,082 - Public Works 0615.6930 TBA 2030 Replace #445 - Honda WT30XK3A 3" trash pump 2,132 - Public Works 0615.6930 TBA 2030 Replace #449 - Chevy Silverado K2500 (white)49,758 - Public Works 0615.6930 TBA 2030 Replace #459-1 - Bravo covered trailer (for use w/449 pickup)5,687 - Public Works 0615.6930 TBA 2030 Replace #459-2 - Aries CCTV Pathfinder Command Ctr (no title)191,922 - 693,019$ Department City of Sample, Minnesota Capital Improvement Plan - Fleet Fund 615 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 51 Sample 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ 6,668$ -$ -$ - - - - - - - - 5,334 - - - - - - - - - - - 34,422 - - - - - - - - - - 385,530 - - - - - - - - - - - 54,022 - - - - - - - - - - 65,396 - - - - - - - - - - 25,590 - - - - - - - - - - 284,329 - - - - - - - - - - 14,216 - - - - - - - - - - 78,190 - - - - - - - - - - 14,216 - - - - - - - - - - 21,325 - - - - - - - - - - 71,082 - - - - - - - - - - 2,132 - - - - - - - - - - 49,758 - - - - - - - - - - 5,687 - - - - - - - - - - 191,922 469,752$ 558,753$ 390,022$ 612,023$ 184,369$ 802,588$ 537,421$ 665,898$ 346,085$ 421,982$ 879,895$ 52 Sample City of Sample, Minnesota Capital Improvement Plan - Fleet Fund 615 Statement of Cash Flows 2019 Estimated Cash Flows from Operating Activities Receipts from interfund services provided -$ Receipts from property taxes (1% increase, annually, beginning in 2020)85,680 Payments to suppliers and employees (2.5% growth annually)3,578 Net Cash Provided (Used) by Operating Activities 89,258 Cash Flows from Noncapital Financing Activities Transfers in/(out)- Net Cash Provided (Used) by Noncapital Financing Activities - Cash Flows from Capital and Related Financing Activities Acquisition of capital assets (693,019) Proceeds from sale of assets 46,640 Proceeds from bonds and notes issued - Net Cash Used by Capital and Related Financing Activities (646,379) Cash Flows from Investing Activities Investment earnings 27,903 Net Increase (Decrease) in Cash and Cash Equivalents (529,218) Cash and Cash Equivalents, January 1 2,790,279 Cash and Cash Equivalents, December 31 2,261,061$ 53 Sample Enterprise Fund Projected Activity 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated -$ 200,000$ 214,000$ 228,980$ 245,009$ 262,159$ 280,510$ 300,146$ 321,156$ 343,637$ 367,692$ 86,537 87,402 88,276 89,159 90,051 90,951 91,861 92,779 93,707 94,644 95,590 3,578 3,667 3,777 3,891 4,008 4,128 4,252 4,379 4,511 4,646 4,785 90,115 291,070 306,054 322,030 339,067 357,238 376,622 397,304 419,374 442,927 468,067 (300,000) - - - - - - - - - - (300,000) - - - - - - - - - - (469,752) (558,753) (390,022) (612,023) (184,369) (802,588) (537,421) (665,898) (346,085) (421,982) (879,895) 46,640 46,640 46,640 46,640 46,640 46,640 46,640 46,640 46,640 46,640 46,640 - - - - - - - - - - - (423,112) (512,113) (343,382) (565,383) (137,729) (755,948) (490,781) (619,258) (299,445) (375,342) (833,255) 22,611 16,507 14,461 14,233 11,941 14,074 10,228 9,189 7,061 8,331 9,090 (610,387) (204,537) (22,867) (229,121) 213,280 (384,636) (103,930) (212,765) 126,990 75,916 (356,097) 2,261,061 1,650,674 1,446,137 1,423,271 1,194,150 1,407,430 1,022,794 918,863 706,099 833,088 909,005 1,650,674$ 1,446,137$ 1,423,271$ 1,194,150$ 1,407,430$ 1,022,794$ 918,863$ 706,099$ 833,088$ 909,005$ 552,907$ 54 Sample City of Sample, Minnesota Capital Improvement Plan - Information Technology Fund 620 Schedule of Planned Capital Outlay 2018 to 2030 2019 2020 Business Unit Year to Estimated Estimated Department Object Code Subledger Replace Item Cost Amounts Amounts Information Technology 2018 Security access control system 24,000$ -$ -$ Information Technology 2018 Computer hardware and software 55,000 - - Information Technology 2018 Laserfiche/Docusphere records management 12,000 - - Information Technology 2018 800 MGHZ for Public Works 55,000 - - Information Technology 0620.6940 0038 2019 Robbinsdale SD - Potential Replacement 18,833 18,833 - Information Technology 0620.6940 0039 2019 System Log Server 3,500 3,500 - Information Technology 0620.6940 0040 2019 Computer Hardware & Software 55,000 55,000 - Information Technology 0620.6940 0041 2019 City Hall Switch 1 - 48 Port POE 9,605 9,605 - Information Technology 0620.6940 0042 2019 City Hall Switch 5 - 48 Port POE 11,128 11,128 - Information Technology 0620.6940 0043 2019 Wireless Controller - 25 AP License 5,459 5,459 - Information Technology 0620.6940 0044 2019 Large Format Scanner 7,300 7,300 - Information Technology 0620.6940 0045 2019 Networked Department Printers 800 800 - Information Technology 0620.6940 0046 2019 Communication Room Wiring Upgrade 4,500 4,500 - Information Technology 0620.6940 0047 2019 Redundant Connectivity | PW -> CH 676 676 - Information Technology 0620.6940 0048 2019 Pool Switch - 24 Port POE 3,141 3,141 - Information Technology 0620.6940 0049 2019 WiFi AP - CCC Office 902 902 - Information Technology 0620.6940 0050 2019 Redundant Connectivity | CCC -> PW 3,176 3,176 - Information Technology 0620.6940 0051 2019 CH & PD DVR Server 10,000 10,000 - Information Technology 0620.6940 0052 2019 Access Control Server 3,000 3,000 - Information Technology 0620.6940 0053 2019 Access Control Maintenance & Updates 3,000 3,000 - Information Technology 0620.6940 0054 2019 IP Camera Maintenance & Updates 8,000 8,000 - Information Technology 0620.6940 TBA 2020 Robbinsdale SD - Potential Replacement 18,833 - 18,833 Information Technology 0620.6940 TBA 2020 Computer Hardware & Software 57,500 - 57,500 0620.6940 TBA 2020 Catalyst 3650 Fiber Switch 3,782 - 3,782 Information Technology 0620.6940 TBA 2020 City Hall Switch 2 - 48 Port POE 9,133 - 9,133 Information Technology 0620.6940 TBA 2020 City Hall Swtich 3 - 48 port POE 9,133 - 9,133 Information Technology 0620.6940 TBA 2020 City Hall Switch 4 - 48 Port POE 8,081 - 8,081 Information Technology 0620.6940 TBA 2020 WiFi AP - PD Investigations 845 - 845 Information Technology 0620.6940 TBA 2020 Multi-Function Printer - Copy Room 9,000 - 9,000 Information Technology 0620.6940 TBA 2020 Multi-Function Printer - Finance 7,500 - 7,500 Information Technology 0620.6940 TBA Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2020 Public Works Switch - 48 Port POE 9,133 - 9,133 Information Technology 0620.6940 TBA 2020 PW Switch - 24 Port POE (Pumphouse)3,682 - 3,682 Information Technology 0620.6940 TBA 2020 WiFi AP - PW Office 845 - 845 Information Technology 0620.6940 TBA 2020 WiFi AP - PW Garage East 845 - 845 Information Technology 0620.6940 TBA 2020 WiFi AP - PW Garage West 845 - 845 Information Technology 0620.6940 TBA 2020 Networked Department Printers 800 - 800 Information Technology 0620.6940 TBA 2020 Networked Department Printers 800 - 800 Information Technology 0620.6940 TBA 2020 Door Readers - Public Works (7)10,000 - 10,000 Information Technology 0620.6940 TBA 2020 Access Control Maintenance & Updates 6,000 - 6,000 Information Technology 0620.6940 TBA 2020 Council Chamber Door Security 6,500 - 6,500 Information Technology 0620.6940 TBA 2020 Audio Update - A/B Room 15,000 - 15,000 Information Technology 0620.6940 TBA 2021 Robbinsdale SD - Potential Replacement 18,833 - - Information Technology 0620.6940 TBA 2021 Computer Hardware & Software 60,000 - - Information Technology 0620.6940 TBA 2021 WiFi AP - Emergency Ops Center 732 - - Information Technology 0620.6940 TBA 2021 Network Firewall ASA 5,365 - - Information Technology 0620.6940 TBA 2021 WiFi AP - Conference A 732 - - Information Technology 0620.6940 TBA 2021 WiFi AP - Cable Room 732 - - Information Technology 0620.6940 TBA 2021 WiFi AP - Server Room 732 - - Information Technology 0620.6940 TBA 2021 Multi-Function Printer - Police 12,000 - - Information Technology 0620.6940 TBA 2021 Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2021 CCC Switch - 48 Port POE 6,937 - - Information Technology 0620.6940 TBA 2021 WiFi AP - CCC AB Room 732 - - Information Technology 0620.6940 TBA 2021 WiFi AP - CCC Activity Room 732 - - Information Technology 0620.6940 TBA 2021 Multi-Function Printer - CCC 15,000 - - Information Technology 0620.6940 TBA 2021 PW DVR Server 7,500 - - Information Technology 0620.6940 TBA 2021 Security Camera Upgrades (Public Works)16,000 - - Information Technology 0620.6940 TBA 2021 Security Camera Upgrades (Soft Interview)4,000 - - 55 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 18,833 - - - - - - - - - 60,000 - - - - - - - - - 732 - - - - - - - - - 5,365 - - - - - - - - - 732 - - - - - - - - - 732 - - - - - - - - - 732 - - - - - - - - - 12,000 - - - - - - - - - 800 - - - - - - - - - 6,937 - - - - - - - - - 732 - - - - - - - - - 732 - - - - - - - - - 15,000 - - - - - - - - - 7,500 - - - - - - - - - 16,000 - - - - - - - - - 4,000 - - - - - - - - - 56 Sample City of Sample, Minnesota Capital Improvement Plan - Information Technology Fund 620 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 2019 2020 Year to Estimated Estimated Department Replace Item Cost Amounts Amounts Information Technology 0620.6940 TBA 2022 800$ -$ -$ Information Technology 0620.6940 TBA 2022 7,500 - - Information Technology 0620.6940 TBA 2022 10,000 - - Information Technology 0620.6940 TBA 2022 6,000 - - Information Technology 0620.6940 TBA 2022 10,000 - - Information Technology 0620.6940 TBA 2022 18,833 - - Information Technology 0620.6940 TBA 2022 62,500 - - Information Technology 0620.6940 TBA 2022 4,703 - - Information Technology 0620.6940 TBA 2022 6,000 - - Information Technology 0620.6940 TBA 2022 3,693 - - Information Technology 0620.6940 TBA 2023 18,833 - - Information Technology 0620.6940 TBA 2023 20,000 - - Information Technology 0620.6940 TBA 2023 65,000 - - Information Technology 0620.6940 TBA 2023 7,500 - - Information Technology 0620.6940 TBA 2023 800 - - Information Technology 0620.6940 TBA 2023 5,252 - - Information Technology 0620.6940 TBA 2023 4,703 - - Information Technology 0620.6940 TBA 2023 6,000 - - Information Technology 0620.6940 TBA 2023 3,000 - - Information Technology 0620.6940 TBA 2023 10,000 - - Information Technology 0620.6940 TBA 2024 150,000 - - Information Technology 0620.6940 TBA 2024 18,833 - - Information Technology 0620.6940 TBA 2024 Networked Department Printers Multi-Function Printer - Public Works Large Format Plotter/Scanner Access Control Maintenance & Updates IP Camera Maintenance & Updates Robbinsdale SD - Potential Replacement Computer Hardware & Software City Hall Switch - 24 Port | LOGIS WiFi AP's - Cove (New) WiFi AP - PD External Robbinsdale SD - Potential Replacement Fiber Improvement & Adds Computer Hardware & Software Multi-Function Printer - ComDev Networked Department Printers Network Firewall ASA Public W orks Switch - 24 Port | LOGIS Access Control Maintenance & Updates Police Cellebrite Hardware IP Camera Maintenance & Updates Capital Acquisition Robbinsdale SD - Potential Replacement Fiber Improvement & Adds 20,000 - - Information Technology 0620.6940 TBA 2024 Computer Hardware & Software 55,000 - - Information Technology 0620.6940 TBA 2024 City Hall Switch 1 - 48 Port POE 9,605 - - Information Technology 0620.6940 TBA 2024 City Hall Switch 5 - 48 Port POE 11,128 - - Information Technology 0620.6940 TBA 2024 Wireless Controller - 25 AP License 5,459 - - Information Technology 0620.6940 TBA 2024 Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2024 Pool Switch - 24 Port POE 3,141 - - Information Technology 0620.6940 TBA 2024 WiFi AP - CCC Office 902 - - Information Technology 0620.6940 TBA 2024 CH & PD DVR Server 10,000 - - Information Technology 0620.6940 TBA 2024 Access Control Server 3,000 - - Information Technology 0620.6940 TBA 2024 Access Control Maintenance & Updates 3,000 - - Information Technology 0620.6940 TBA 2024 IP Camera Maintenance & Updates 8,000 - - Information Technology 0620.6940 TBA 2025 Capital Acquisition 150,000 - - Information Technology 0620.6940 TBA 2025 Robbinsdale SD - Potential Replacement 18,833 - - Information Technology 0620.6940 TBA 2025 Fiber Improvement & Adds 20,000 - - Information Technology 0620.6940 TBA 2025 VOIP & VM Server Replacement 100,000 - - Information Technology 0620.6940 TBA 2025 Computer Hardware & Software 57,500 - - Information Technology 0620.6940 TBA 2025 City Hall Switch 2 - 48 Port POE 8,021 - - Information Technology 0620.6940 TBA 2025 City Hall Swtich 3 - 48 port POE 8,757 - - Information Technology 0620.6940 TBA 2025 City Hall Switch 4 - 48 Port POE 7,345 - - Information Technology 0620.6940 TBA 2025 WiFi AP - PD Investigations 845 - - Information Technology 0620.6940 TBA 2025 Multi-Function Printer - FINANCE 9,000 - - Information Technology 0620.6940 TBA 2025 Multi-Function Printer - CCC 7,500 - - Information Technology 0620.6940 TBA 2025 Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2025 Public Works Switch - 48 Port POE 6,937 - - Information Technology 0620.6940 TBA 2025 PW Switch - 24 Port POE (Pumphouse)4,250 - - Information Technology 0620.6940 TBA 2025 WiFi AP - PW Office 845 - - Information Technology 0620.6940 TBA 2025 WiFi AP - PW Garage East 845 - - Information Technology 0620.6940 TBA 2025 WiFi AP - PW Garage West 845 - - Information Technology 0620.6940 TBA 2025 Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2025 Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2025 CCTV System Adds & Improvements 10,000 - - Information Technology 0620.6940 TBA 2025 Access Control Maintenance & Updates 12,000 - - Information Technology 0620.6940 TBA 2026 Capital Acquisition 150,000 - - Information Technology 0620.6940 TBA 2026 Robbinsdale SD - Potential Replacement 18,833 - - Information Technology 0620.6940 TBA 2026 Fiber Improvement & Adds 20,000 - - Information Technology 0620.6940 TBA 2026 VOIP Phone Hardware 40,000 - - Information Technology 0620.6940 TBA 2026 Computer Hardware & Software 60,000 - - Information Technology 0620.6940 TBA 2026 WiFi AP - Emergency Ops Center 732 - - Information Technology 0620.6940 TBA 2026 Network Firewall ASA 5,365 - - Information Technology 0620.6940 TBA 2026 WiFi AP - Conference A 732 - - Information Technology 0620.6940 TBA 2026 WiFi AP - Cable Room 732 - - Information Technology 0620.6940 TBA 2026 WiFi AP - Server Room 732 - - Information Technology 0620.6940 TBA 2026 Multi-Function Printer - Police 12,000 - - Information Technology 0620.6940 TBA 2026 Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2026 CCC Switch - 48 Port POE 6,937 - - 57 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ 800$ -$ -$ -$ -$ -$ -$ -$ -$ - 7,500 - - - - - - - - - 10,000 - - - - - - - - - 6,000 - - - - - - - - - 10,000 - - - - - - - - - 18,833 - - - - - - - - - 62,500 - - - - - - - - - 4,703 - - - - - - - - - 6,000 - - - - - - - - - 3,693 - - - - - - - - - - 18,833 - - - - - - - - - 20,000 - - - - - - - - - 65,000 - - - - - - - - - 7,500 - - - - - - - - - 800 - - - - - - - - - 5,252 - - - - - - - - - 4,703 - - - - - - - - - 6,000 - - - - - - - - - 3,000 - - - - - - - - - 10,000 - - - - - - - - - - 150,000 - - - - - - - - - 18,833 - - - - - - - - - 20,000 - - - - - - - - - 55,000 - - - - - - - - - 9,605 - - - - - - - - - 11,128 - - - - - - - - - 5,459 - - - - - - - - - 800 - - - - - - - - - 3,141 - - - - - - - - - 902 - - - - - - - - - 10,000 - - - - - - - - - 3,000 - - - - - - - - - 3,000 - - - - - - - - - 8,000 - - - - - - - - - - 150,000 - - - - - - - - - 18,833 - - - - - - - - - 20,000 - - - - - - - - - 100,000 - - - - - - - - - 57,500 - - - - - - - - - 8,021 - - - - - - - - - 8,757 - - - - - - - - - 7,345 - - - - - - - - - 845 - - - - - - - - - 9,000 - - - - - - - - - 7,500 - - - - - - - - - 800 - - - - - - - - - 6,937 - - - - - - - - - 4,250 - - - - - - - - - 845 - - - - - - - - - 845 - - - - - - - - - 845 - - - - - - - - - 800 - - - - - - - - - 800 - - - - - - - - - 10,000 - - - - - - - - - 12,000 - - - - - - - - - - 150,000 - - - - - - - - - 18,833 - - - - - - - - - 20,000 - - - - - - - - - 40,000 - - - - - - - - - 60,000 - - - - - - - - - 732 - - - - - - - - - 5,365 - - - - - - - - - 732 - - - - - - - - - 732 - - - - - - - - - 732 - - - - - - - - - 12,000 - - - - - - - - - 800 - - - - - - - - - 6,937 - - - - 58 Sample City of Sample, Minnesota Capital Improvement Plan - Information Technology Fund 620 Schedule of Planned Capital Outlay 2018 to 2030 (Continued) 2019 2020 Year to Estimated Estimated Department Replace Item Cost Amounts Amounts Information Technology 0620.6940 TBA 2026 732$ -$ -$ Information Technology 0620.6940 TBA 2026 732 - - Information Technology 0620.6940 TBA 2026 15,000 - - Information Technology 0620.6940 TBA 2026 7,500 - - Information Technology 0620.6940 TBA 2026 10,000 - - Information Technology 0620.6940 TBA 2026 12,000 - - Information Technology 0620.6940 TBA 2027 150,000 - - Information Technology 0620.6940 TBA 2027 18,833 - - Information Technology 0620.6940 TBA 2027 20,000 - - Information Technology 0620.6940 TBA 2027 7,500 - - Information Technology 0620.6940 TBA 2027 800 - - Information Technology 0620.6940 TBA 2027 10,000 - - Information Technology 0620.6940 TBA 2027 6,000 - - Information Technology 0620.6940 TBA 2027 10,000 - - Information Technology 0620.6940 TBA 2027 18,833 - - Information Technology 0620.6940 TBA 2027 62,500 - - Information Technology 0620.6940 TBA 2027 4,703 - - Information Technology 0620.6940 TBA 2027 6,000 - - Information Technology 0620.6940 TBA 2027 3,693 - - Information Technology 0620.6940 TBA 2028 150,000 - - Information Technology 0620.6940 TBA 2028 18,833 - - Information Technology 0620.6940 TBA 2028 20,000 - - Information Technology 0620.6940 TBA 2028 65,000 - - Information Technology 0620.6940 TBA 2028 7,500 - - Information Technology 0620.6940 TBA 2028 WiFi AP - CCC AB Room WiFi AP - CCC Activity Room Multi-Function Printer - City Hall PW DVR Server CCTV System Adds & Improvements Access Control Maintenance & Updates Capital Acquisition Robbinsdale SD - Potential Replacement Fiber Improvement & Adds Multi-Function Printer - Public Works Networked Department Printers Large Format Plotter/Scanner Access Control Maintenance & Updates IP Camera Maintenance & Updates Robbinsdale SD - Potential Replacement Computer Hardware & Software City Hall Switch - 24 Port | LOGIS WiFi AP's - Cove (New) WiFi AP - PD External Capital Acquisition Robbinsdale SD - Potential Replacement Fiber Improvement & Adds Computer Hardware & Software Multi-Function Printer - ComDev Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2028 Network Firewall ASA 5,252 - - Information Technology 0620.6940 TBA 2028 Public Works Switch - 24 Port | LOGIS 4,703 - - Information Technology 0620.6940 TBA 2028 Access Control Maintenance & Updates 6,000 - - Information Technology 0620.6940 TBA 2028 Police Cellebrite Hardware 3,000 - - Information Technology 0620.6940 TBA 2028 IP Camera Maintenance & Updates 10,000 - - Information Technology 0620.6940 TBA 2029 Capital Acquisition 150,000 - - Information Technology 0620.6940 TBA 2029 Robbinsdale SD - Potential Replacement 18,833 - - Information Technology 0620.6940 TBA 2029 Fiber Improvement & Adds 20,000 - - Information Technology 0620.6940 TBA 2029 Computer Hardware & Software 55,000 - - Information Technology 0620.6940 TBA 2029 City Hall Switch 1 - 48 Port POE 9,605 - - Information Technology 0620.6940 TBA 2029 City Hall Switch 5 - 48 Port POE 11,128 - - Information Technology 0620.6940 TBA 2029 Wireless Controller - 25 AP License 5,459 - - Information Technology 0620.6940 TBA 2029 Large Format Scanner 7,300 - - Information Technology 0620.6940 TBA 2029 Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2029 Pool Switch - 24 Port POE 3,141 - - Information Technology 0620.6940 TBA 2029 WiFi AP - CCC Office 902 - - Information Technology 0620.6940 TBA 2029 CH & PD DVR Server 10,000 - - Information Technology 0620.6940 TBA 2029 Access Control Server 3,000 - - Information Technology 0620.6940 TBA 2029 Access Control Maintenance & Updates 3,000 - - Information Technology 0620.6940 TBA 2029 IP Camera Maintenance & Updates 8,000 - - Information Technology 0620.6940 TBA 2030 Capital Acquisition 150,000 - - Information Technology 0620.6940 TBA 2030 Robbinsdale SD - Potential Replacement 18,833 - - Information Technology 0620.6940 TBA 2030 Fiber Improvement & Adds 20,000 - - Information Technology 0620.6940 TBA 2030 Computer Hardware & Software 57,500 - - Information Technology 0620.6940 TBA 2030 City Hall Switch 2 - 48 Port POE 8,021 - - Information Technology 0620.6940 TBA 2030 City Hall Swtich 3 - 48 port POE 8,757 - - Information Technology 0620.6940 TBA 2030 City Hall Switch 4 - 48 Port POE 7,345 - - Information Technology 0620.6940 TBA 2030 WiFi AP - PD Investigations 845 - - Information Technology 0620.6940 TBA 2030 Multi-Function Printer - FINANCE 9,000 - - Information Technology 0620.6940 TBA 2030 Multi-Function Printer - CCC 7,500 - - Information Technology 0620.6940 TBA 2030 Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2030 Public Works Switch - 48 Port POE 6,937 - - Information Technology 0620.6940 TBA 2030 PW Switch - 24 Port POE (Pumphouse)4,250 - - Information Technology 0620.6940 TBA 2030 WiFi AP - PW Office 845 - - Information Technology 0620.6940 TBA 2030 WiFi AP - PW Garage East 845 - - Information Technology 0620.6940 TBA 2030 WiFi AP - PW Garage West 845 - - Information Technology 0620.6940 TBA 2030 Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2030 Networked Department Printers 800 - - Information Technology 0620.6940 TBA 2030 Access Control Maintenance & Updates 6,000 - - Information Technology 0620.6940 TBA 2030 CCTV System Adds & Improvements 6,500 - - 150,039$ 180,277$ 59 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ 732$ -$ -$ -$ -$ - - - - - 732 - - - - - - - - - 15,000 - - - - - - - - - 7,500 - - - - - - - - - 10,000 - - - - - - - - - 12,000 - - - - - - - - - - 150,000 - - - - - - - - - 18,833 - - - - - - - - - 20,000 - - - - - - - - - 7,500 - - - - - - - - - 800 - - - - - - - - - 10,000 - - - - - - - - - 6,000 - - - - - - - - - 10,000 - - - - - - - - - 18,833 - - - - - - - - - 62,500 - - - - - - - - - 4,703 - - - - - - - - - 6,000 - - - - - - - - - 3,693 - - - - - - - - - - 150,000 - - - - - - - - - 18,833 - - - - - - - - - 20,000 - - - - - - - - - 65,000 - - - - - - - - - 7,500 - - - - - - - - - 800 - - - - - - - - - 5,252 - - - - - - - - - 4,703 - - - - - - - - - 6,000 - - - - - - - - - 3,000 - - - - - - - - - 10,000 - - - - - - - - - - 150,000 - - - - - - - - - 18,833 - - - - - - - - - 20,000 - - - - - - - - - 55,000 - - - - - - - - - 9,605 - - - - - - - - - 11,128 - - - - - - - - - 5,459 - - - - - - - - - 7,300 - - - - - - - - - 800 - - - - - - - - - 3,141 - - - - - - - - - 902 - - - - - - - - - 10,000 - - - - - - - - - 3,000 - - - - - - - - - 3,000 - - - - - - - - - 8,000 - - - - - - - - - - 150,000 - - - - - - - - - 18,833 - - - - - - - - - 20,000 - - - - - - - - - 57,500 - - - - - - - - - 8,021 - - - - - - - - - 8,757 - - - - - - - - - 7,345 - - - - - - - - - 845 - - - - - - - - - 9,000 - - - - - - - - - 7,500 - - - - - - - - - 800 - - - - - - - - - 6,937 - - - - - - - - - 4,250 - - - - - - - - - 845 - - - - - - - - - 845 - - - - - - - - - 845 - - - - - - - - - 800 - - - - - - - - - 800 - - - - - - - - - 6,000 - - - - - - - - - 6,500 152,848$ 132,051$ 143,111$ 300,892$ 427,948$ 364,853$ 320,889$ 293,116$ 308,197$ 318,453$ 60 Sample City of Sample, Minnesota Capital Improvement Plan - Information Technology Fund 620 Statement of Cash Flows 2019 2020 Estimated Estimated Cash Flows from Operating Activities Receipts from interfund services provided (3% growth annually)459,394$ 477,131$ Receipts from property taxes (1% increase, annually, beginning in 2020)159,179 159,902 Payments to suppliers and employees (2.5% inflation annual starting in 2021)(478,191) (440,170) Net Cash Provided (Used) by Operating Activities 140,382 196,863 Cash Flows from Noncapital Financing Activities Transfers in - 300,000 Net Cash Provided (Used) by Noncapital Financing Activities - 300,000 Cash Flows from Capital and Related Financing Activities Acquisition of capital assets (150,039) (180,277) Intergovernmental revenue - - Proceeds from sale of assets - - Proceeds from bonds and notes issued - - Net Cash Provided (Used) by Capital and Related Financing Activities (150,039) (180,277) Cash Flows from Investing Activities Investment earnings 4,840 4,792 Net Increase (Decrease) in Cash and Cash Equivalents (4,817) 321,378 Cash and Cash Equivalents, January 1 483,992 479,175 Cash and Cash Equivalents, December 31 479,175$ 800,553$ 61 Sample Enterprise Fund Projected Activity 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 579,417$ 588,792$ 592,641$ 612,335$ 751,602$ 701,023$ 669,888$ 655,264$ 683,824$ 707,895$ - - - - - - - - - - (447,748) (478,440) (470,953) (328,921) (337,955) (352,048) (365,976) (379,820) (392,922) (406,481) 131,669 110,352 121,689 283,414 413,647 348,974 303,911 275,444 290,902 301,414 - - - - - - - - - - - - - - - - - - - - (152,848) (132,051) (143,111) (300,892) (427,948) (364,853) (320,889) (293,116) (308,197) (318,453) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (152,848) (132,051) (143,111) (300,892) (427,948) (364,853) (320,889) (293,116) (308,197) (318,453) 8,006 7,874 7,736 7,599 7,500 7,432 7,347 7,251 7,147 7,045 (13,173) (13,825) (13,687) (9,879) (6,801) (8,447) (9,630) (10,421) (10,148) (9,993) 800,553 787,380 773,555 759,868 749,989 743,188 734,741 725,110 714,689 704,541 787,380$ 773,555$ 759,868$ 749,989$ 743,188$ 734,741$ 725,110$ 714,689$ 704,541$ 694,548$ 62 Sample City of Sample, Minnesota Capital Improvement Plan - Water Fund 505 Schedule of Planned Capital Outlay 2018 to 2030 2019 2020 Business Unit Year to Estimated Estimated Department Object Code Subledger Replace Item Cost Amounts Amounts Water 2018 Gate valve and hydrant replacements 50,000$ -$ -$ Water 0090.6935 0055 2019 6235 -Gate Valve and Hydrant replacement 75,000 75,000 - Water 0090.6935 0056 2019 6220- Water main replacement/relining 100,000 100,000 - Water 0090.6935 0057 2019 6205 - Water Utility Replace #432 - 2008 Ford F150 50,000 50,000 - Water 0090.6935 0058 2019 Equipment Replacement 50,000 50,000 - Water 0090.6935 TBA 2020 6207 - Upgrade Sensus meter software 30,000 - 30,000 Water 0090.6935 TBA 2020 Utility Reconstruction 1,625,000 - 1,625,000 Water 0090.6935 TBA 2021 6235 -Gate Valve and Hydrant replacement 75,000 - - Water 0090.6935 TBA 2021 Utility Reconstruction 1,706,000 - - Water 0090.6935 TBA 2022 Utility Reconstruction 1,787,000 - - Water 0090.6935 TBA 2023 June Ave water main replacement (with Blue Line)200,000 - - Water 0090.6935 TBA 2023 6235 -Gate Valve and Hydrant replacement 75,000 - - Water 0090.6935 TBA 2023 6237- water utility Replace #434 - 1996 Air Compressor 30,000 - - Water 0090.6935 TBA 2023 Equipment Replacement 60,000 - - Water 0090.6935 TBA 2023 Utility Reconstruction 1,868,000 - - Water 0090.6935 TBA 2024 Utility Reconstruction 1,949,000 - - Water 0090.6935 TBA 2024 6235 -Gate Valve and Hydrant replacement 75,000 - - Water 0090.6935 TBA 2024 Equipment Replacement 50,000 - - Water 0090.6935 TBA 2025 Utility Reconstruction 2,030,000 - - Water 0090.6935 TBA 2025 6235 -Gate Valve and Hydrant replacement 30,000 - - Water 0090.6935 TBA 2026 Utility Reconstruction 2,111,000 - - Water 0090.6935 TBA 2026 6235 -Gate Valve and Hydrant replacement 75,000 - - Water 0090.6935 TBA 2026 Equipment Replacement 50,000 - - Water 0090.6935 TBA 2027 Utility Reconstruction 2,192,000 - - Water 0090.6935 TBA 2027 6235 -Gate Valve and Hydrant replacement 30,000 - - Water 0090.6935 TBA 2028 Utility Reconstruction 2,273,000 - - Water 0090.6935 TBA 2028 6235 -Gate Valve and Hydrant replacement 75,000 - - Water 0090.6935 TBA 2028 Equipment Replacement 50,000 - - Water 0090.6935 TBA 2029 Utility Reconstruction 2,354,000 - - Water 0090.6935 TBA 2029 6235 -Gate Valve and Hydrant replacement 30,000 - - Water 0090.6935 TBA 2030 Utility Reconstruction 2,435,000 - - Water 0090.6935 TBA 2030 6235 -Gate Valve and Hydrant replacement 75,000 - - Water 0090.6935 TBA 2030 Equipment Replacement 50,000 - - 275,000$ 1,655,000$ 63 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 75,000 - - - - - - - - - 1,706,000 - - - - - - - - - - 1,787,000 - - - - - - - - - - 200,000 - - - - - - - - - 75,000 - - - - - - - - - 30,000 - - - - - - - - - 60,000 - - - - - - - - - 1,868,000 - - - - - - - - - - 1,949,000 - - - - - - - - - 75,000 - - - - - - - - - 50,000 - - - - - - - - - - 2,030,000 - - - - - - - - - 30,000 - - - - - - - - - - 2,111,000 - - - - - - - - - 75,000 - - - - - - - - - 50,000 - - - - - - - - - - 2,192,000 - - - - - - - - - 30,000 - - - - - - - - - - 2,273,000 - - - - - - - - - 75,000 - - - - - - - - - 50,000 - - - - - - - - - - 2,354,000 - - - - - - - - - 30,000 - - - - - - - - - - 2,435,000 - - - - - - - - - 75,000 - - - - - - - - - 50,000 1,781,000$ 1,787,000$ 2,233,000$ 2,074,000$ 2,060,000$ 2,236,000$ 2,222,000$ 2,398,000$ 2,384,000$ 2,560,000$ 64 Sample City of Sample, Minnesota Capital Improvement Plan - Water Fund 505 Statement of Cash Flows 2019 2020 Estimated Estimated Cash Flows from Operating Activities Receipts from customers and users 3,631,212$ 4,433,178$ Payments to suppliers (based on utility rate analysis)(2,872,029) (2,958,190) Payments to employees (based on utility rate analysis)(396,872) (416,715) Net Cash Provided (Used) by Operating Activities 362,311 1,058,273 Cash Flows from Noncapital Financing Activities Transfers to other funds (190,684) (200,218) Net Cash Provided (Used) by Noncapital Financing Activities (190,684) (200,218) Cash Flows from Capital and Related Financing Activities Infrastructure improvements (275,000) (1,655,000) Contribution to fleet internal service fund (134,350) (134,350) Intergovernmental (Joint Water Commission)- - Interest expense (7,368) (6,315) Advances to/(from) other funds (60,000) (60,000) Net Cash Provided (Used) by Capital and Related Financing Activities (476,718) (1,855,665) Cash Flows from Investing Activities Investment earnings 13,666 10,752 Net Increase (Decrease) in Cash and Cash Equivalents (291,424) (986,859) Cash and Cash Equivalents, January 1 1,366,637 1,075,213 Cash and Cash Equivalents, December 31 1,075,213$ 88,354$ 65 Sample Enterprise Fund Projected Activity 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 5,410,813$ 5,965,990$ 6,369,607$ 6,596,419$ 6,925,596$ 7,152,486$ 7,386,756$ 7,557,220$ 7,731,573$ 7,909,905$ (3,046,935) (3,138,343) (3,232,494) (3,232,494) (3,232,494) (3,329,468) (3,429,352) (3,532,233) (3,638,200) (3,747,346) (437,551) (459,429) (482,400) (506,520) (531,846) (558,438) (586,360) (615,678) (646,462) (678,785) 1,926,326 2,368,218 2,654,714 2,857,405 3,161,256 3,264,579 3,371,044 3,409,308 3,446,911 3,483,773 (210,229) (220,741) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (210,229) (220,741) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (1,781,000) (1,787,000) (2,233,000) (2,074,000) (2,060,000) (2,236,000) (2,222,000) (2,398,000) (2,384,000) (2,560,000) (134,350) (104,139) (97,942) (95,441) (90,249) (86,696) (65,394) (53,134) (49,722) (49,722) .- - - - - - - - - (5,242) (4,147) (3,029) (3,029) (3,029) (3,029) (3,029) (3,029) (3,029) (3,029) (60,000) (60,000) (60,000) (60,000) - - - - - - (1,980,592) (1,955,286) (2,393,971) (2,232,470) (2,153,278) (2,325,725) (2,290,423) (2,454,163) (2,436,751) (2,612,751) - - - - 4,382 12,188 19,380 28,062 35,577 43,716 (264,495) 192,192 28,965 393,157 780,582 719,264 868,223 751,430 813,959 682,961 88,354 (176,141) 16,051 45,016 438,173 1,218,755 1,938,019 2,806,242 3,557,672 4,371,631 (176,141)$ 16,051$ 45,016$ 438,173$ 1,218,755$ 1,938,019$ 2,806,242$ 3,557,672$ 4,371,631$ 5,054,591$ 66 Sample City of Sample, Minnesota Capital Improvement Plan - Sanitary Sewer Fund 510 Schedule of Planned Capital Outlay 2018 to 2030 2019 2020 Year to Estimated Estimated Department Replace Item Cost Amounts Amounts Sewer 2018 Back-up pump - South lift station #9 20,000$ -$ -$ Sewer 2018 Three phase power - South lift station #9 50,000 - - Sewer 2018 Reline sewer - 30" CIPP 2002-10 50,000 - - Sewer 2018 Add emerg generator - Welcome Av lift station #5 50,000 - - Sewer 2018 Replace manhole covers 225,000 - - Sewer 0092.6935 0007 2019 6504 - Sanitary Sewer Replacement (lining, dig up)600,000 600,000 - Sewer 0092.6935 TBA 2020 Install Pad mount Generator at West Lift Station 50,000 - 50,000 Sewer 0092.6935 TBA 2020 Utility Reconstruction 1,625,000 - 1,625,000 Sewer 0092.6935 TBA 2021 Utility Reconstruction 1,706,000 - - Sewer 0092.6935 TBA 2022 20 Kw portable generator with light tower (replace existing 37kW)20,000 - - Sewer 0092.6935 TBA 2022 Equipment Replacement 220,000 - - Sewer 0092.6935 TBA 2022 Utility Reconstruction 1,787,000 - - Sewer 0092.6935 TBA 2023 Utility Reconstruction 1,868,000 - - Sewer 0092.6935 TBA 2024 Utility Reconstruction 1,949,000 - - Sewer 0092.6935 TBA 2025 Utility Reconstruction 2,030,000 - - Sewer 0092.6935 TBA 2025 Equipment Replacement 60,000 - - Sewer 0092.6935 TBA 2026 Utility Reconstruction 2,111,000 - - Sewer 0092.6935 TBA 2027 Utility Reconstruction 2,192,000 - - Sewer 0092.6935 TBA 2027 Equipment Replacement 60,000 - - Sewer 0092.6935 TBA 2028 Utility Reconstruction 2,273,000 - - Sewer 0092.6935 TBA 2029 Utility Reconstruction 2,354,000 - - Sewer 0092.6935 TBA 2029 Equipment Replacement 60,000 - - Sewer 0092.6935 TBA 2029 Replace generator - Vera Cruz life 120,000 - - Sewer 0092.6935 TBA 2030 Utility Reconstruction 2,435,000 - - 600,000$ 1,675,000$ 67 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1,706,000 - - - - - - - - - - 20,000 - - - - - - - - - 220,000 - - - - - - - - - 1,787,000 - - - - - - - - - - 1,868,000 - - - - - - - - - - 1,949,000 - - - - - - - - - - 2,030,000 - - - - - - - - - 60,000 - - - - - - - - - - 2,111,000 - - - - - - - - - - 2,192,000 - - - - - - - - - 60,000 - - - - - - - - - - 2,273,000 - - - - - - - - - - 2,354,000 - - - - - - - - - 60,000 - - - - - - - - - 120,000 - - - - - - - - - - 2,435,000 1,706,000$ 2,027,000$ 1,868,000$ 1,949,000$ 2,090,000$ 2,111,000$ 2,252,000$ 2,273,000$ 2,534,000$ 2,435,000$ 68 Sample City of Sample, Minnesota Capital Improvement Plan - Sanitary Sewer Fund 510 Statement of Cash Flows 2019 2020 Estimated Estimated Cash Flows from Operating Activities Receipts from customers and users 2,497,838$ 2,999,303$ Payments to suppliers (based on utility rate analysis)(1,742,193) (1,794,459) Payments to employees (based on utility rate analysis)(395,334) (415,101) Net Cash Provided (Used) by Operating Activities 360,310 789,742 Cash Flows from Noncapital Financing Activities Transfers to other funds (190,684) (200,218) Net Cash Provided (Used) by Noncapital Financing Activities (190,684) (200,218) Cash Flows from Capital and Related Financing Activities Acquisition of capital assets (600,000) (1,675,000) Contribution to fleet internal service fund (215,774) (215,774) Advances to/(from) other funds 30,000 30,000 Grants and contributions - - Net Cash Provided (Used) by Capital and Related Financing Activities (785,774) (1,860,774) Cash Flows from Investing Activities Investment earnings 23,688 19,214 Net Increase (Decrease) in Cash and Cash Equivalents (592,460) (1,252,035) Cash and Cash Equivalents, January 1 2,116,511 1,524,051 Cash and Cash Equivalents, December 31 1,524,051$ 272,016$ 69 Sample Enterprise Fund Projected Activity 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 3,580,524$ 4,144,725$ 4,918,329$ 5,382,605$ 5,606,043$ 5,790,182$ 5,952,201$ 6,030,772$ 6,199,897$ 6,385,894$ (1,848,293) (1,903,742) (1,960,854) (1,960,854) (1,960,854) (1,960,854) (1,960,854) (1,960,854) (1,960,854) (1,960,854) (435,856) (457,649) (480,531) (480,531) (480,531) (480,531) (480,531) (480,531) (480,531) (480,531) 1,296,375 1,783,335 2,476,944 2,941,219 3,164,657 3,348,796 3,510,815 3,589,387 3,758,512 3,944,508 (210,229) (220,741) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (210,229) (220,741) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (231,778) (1,706,000) (2,027,000) (1,868,000) (1,949,000) (2,090,000) (2,111,000) (2,252,000) (2,273,000) (2,534,000) (2,435,000) (194,092) (173,437) (172,428) (169,715) (155,605) (104,599) (83,297) (71,027) (57,253) (57,253) 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 - - - - - - - - - - (1,870,092) (2,170,437) (2,010,428) (2,088,715) (2,215,605) (2,185,599) (2,305,297) (2,314,027) (2,561,253) (2,462,253) 16,017 15,748 14,680 14,680 14,680 14,680 14,680 14,680 14,680 14,680 (767,928) (592,095) 249,418 635,406 731,955 946,100 988,421 1,058,262 980,161 1,265,158 272,016 (495,913) (1,088,008) (838,590) (203,184) 528,771 1,474,871 2,463,292 3,521,553 4,501,714 (495,913)$ (1,088,008)$ (838,590)$ (203,184)$ 528,771$ 1,474,871$ 2,463,292$ 3,521,553$ 4,501,714$ 5,766,872$ 70 Sample 2019 2020 Year to Estimated Estimated Department Replace City of Sample, Minnesota Capital Improvement Plan - Storm Drainage Fund 515 Schedule of Planned Capital Outlay 2018 to 2030 Item Cost Amounts Amounts Storm water 2018 Dredge Basset Creek Park pond 1,000,000$ -$ -$ Storm water 0094.6935 0059 2019 Becker Park infiltration project (1)2,432,985 2,432,985 - Storm water 0094.6935 TBA 2020 City storm water model and flood analysis 125,000 - 125,000 Storm water 0094.6935 TBA 2020 Rate Control,water quality, structure Rehab projects 50,000 - 50,000 Storm water 0094.6935 TBA 2020 W. Broadway and Kentucky Infiltration 150,000 - 150,000 Storm water 0094.6935 TBA 2020 Utility Reconstruction 50,000 - 50,000 Storm water 0094.6935 TBA 2021 6804 - Gaulke Pond design, dredging, lift station rehab 800,000 - - Storm water 0094.6935 TBA 2021 Rate Control,water quality, structure Rehab projects 50,000 - - Storm water 0094.6935 TBA 2021 Utility Reconstruction 50,000 - - Storm water 0094.6935 TBA 2022 Brownwood pond dredging and expansion 750,000 - - Storm water 0094.6935 TBA 2022 Saving for flood control structure replacement 200,000 - - Storm water 0094.6935 TBA 2022 Utility Reconstruction 50,000 - - Storm water 0094.6935 TBA 2023 Rate Control,water quality, structure Rehab projects 50,000 - - Storm water 0094.6935 TBA 2023 Saving for flood control structure replacement 200,000 - - Storm water 0094.6935 TBA 2023 Equipment Replacement 20,000 - - Storm water 0094.6935 TBA 2023 Utility Reconstruction 50,000 - - Storm water 0094.6935 TBA 2024 Rate Control,water quality, structure Rehab projects 100,000 - - Storm water 0094.6935 TBA 2024 Saving for flood control structure replacement 200,000 - - Storm water 0094.6935 TBA 2024 Utility Reconstruction 50,000 - - Storm water 0094.6935 TBA 2025 Equipment Replacement 20,000 - - Storm water 0094.6935 TBA 2025 Rate Control,water quality, structure Rehab projects 100,000 - - Storm water 0094.6935 TBA 2025 Saving for flood control structure replacement 200,000 - - Storm water 0094.6935 TBA 2025 Utility Reconstruction 50,000 - - Storm water 0094.6935 TBA 2026 Bassett Creek Park Streambank Stablization and 29th culvert replacement (3)1,000,000 - - Storm water 0094.6935 TBA 2026 Rate Control,water quality, structure Rehab projects 100,000 - - Storm water 0094.6935 TBA 2026 Saving for flood control structure replacement 200,000 - - Storm water 0094.6935 TBA 2026 Utility Reconstruction 50,000 - - Storm water 0094.6935 TBA 2027 Equipment Replacement 20,000 - - Storm water 0094.6935 TBA 2027 Pond dredging - TBD 750,000 - - Storm water 0094.6935 TBA 2027 Saving for flood control structure replacement 200,000 - - Storm water 0094.6935 TBA 2027 Utility Reconstruction 50,000 - - Storm water 0094.6935 TBA 2028 Rate Control,water quality, structure Rehab projects 100,000 - - Storm water 0094.6935 TBA 2028 Saving for flood control structure replacement 200,000 - - Storm water 0094.6935 TBA 2028 Utility Reconstruction 50,000 - - Storm water 0094.6935 TBA 2029 Equipment Replacement 20,000 - - Storm water 0094.6935 TBA 2029 Saving for flood control structure replacement 200,000 - - Storm water 0094.6935 TBA 2029 Yunkers Park storage project 1,500,000 - - Storm water 0094.6935 TBA 2029 Utility Reconstruction 50,000 - - Storm water 0094.6935 TBA 2030 Capital 1,837,500 - - Storm water 0094.6935 TBA 2030 Utility Reconstruction 50,000 - - 2,432,985$ 375,000$ (1) Secured grants of $1,325,000 have been included in the cash flow analysis below; the City has also applied for an additional $80K of grants and identified $400K in other potential grant opportunities. 71 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 800,000 - - - - - - - - - 50,000 - - - - - - - - - 50,000 - - - - - - - - - - 750,000 - - - - - - - - - 200,000 - - - - - - - - - 50,000 - - - - - - - - - - 50,000 - - - - - - - - - 200,000 - - - - - - - - - 20,000 - - - - - - - - - 50,000 - - - - - - - - - - 100,000 - - - - - - - - - 200,000 - - - - - - - - - 50,000 - - - - - - - - - - 20,000 - - - - - - - - - 100,000 - - - - - - - - - 200,000 - - - - - - - - - 50,000 - - - - - - - - - - 1,000,000 - - - - - - - - - 100,000 - - - - - - - - - 200,000 - - - - - - - - - 50,000 - - - - - - - - - - 20,000 - - - - - - - - - 750,000 - - - - - - - - - 200,000 - - - - - - - - - 50,000 - - - - - - - - - - 100,000 - - - - - - - - - 200,000 - - - - - - - - - 50,000 - - - - - - - - - - 20,000 - - - - - - - - - 200,000 - - - - - - - - - 1,500,000 - - - - - - - - - 50,000 - - - - - - - - - - 1,837,500 - - - - - - - - - 50,000 900,000$ 1,000,000$ 320,000$ 350,000$ 370,000$ 1,350,000$ 1,020,000$ 350,000$ 1,770,000$ 1,887,500$ 72 Sample City of Sample, Minnesota Capital Improvement Plan - Storm Drainage Fund 515 Statement of Cash Flows 2019 2020 Estimated Estimated Cash Flows from Operating Activities Receipts from customers and users (5% growth assumption)1,149,899$ 1,207,394$ Payments to suppliers and employees (5% growth assumption)(482,142) (506,249) Net Cash Provided (Used) by Operating Activities 667,757 701,145 Cash Flows from Noncapital Financing Activities Transfers out (49,326) (50,997) Net Cash Provided (Used) by Noncapital Financing Activities (49,326) (50,997) Cash Flows from Capital and Related Financing Activities Acquisition of capital assets (2,432,985) (375,000) Contribution to fleet internal service fund (140,521) (140,521) Intergovernmental revenue (Watershed, Met Council, MNDNR and other)1,475,000 50,000 Net Cash Provided (Used) by Capital and Related Financing Activities (1,098,506) (465,521) Cash Flows from Investing Activities Investment earnings 15,565 10,920 Net Increase (Decrease) in Cash and Cash Equivalents (464,511) 195,547 Cash and Cash Equivalents, January 1 1,556,505 1,091,994 Cash and Cash Equivalents, December 31 1,091,994$ 1,287,541$ 73 Sample Enterprise Fund Projected Activity 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 1,267,763$ 1,331,151$ 1,397,709$ 1,467,594$ 1,540,974$ 1,618,023$ 1,698,924$ 1,783,870$ 1,873,064$ 1,966,717$ (531,562) (558,140) (586,047) (615,349) (646,116) (678,422) (712,343) (747,960) (785,359) (824,626) 736,202 773,012 811,662 852,246 894,858 939,601 986,581 1,035,910 1,087,705 1,142,091 (53,547) (56,224) (59,035) (61,987) (65,086) (68,341) (71,758) (75,346) (79,113) (83,069) (53,547) (56,224) (59,035) (61,987) (65,086) (68,341) (71,758) (75,346) (79,113) (83,069) (900,000) (1,000,000) (320,000) (350,000) (370,000) (1,350,000) (1,020,000) (350,000) (1,770,000) (1,887,500) (129,680) (113,290) (112,647) (111,184) (108,650) (106,873) (96,222) (53,761) (52,102) (52,102) - - - - - 500,000 - - - - (1,029,680) (1,113,290) (432,647) (461,184) (478,650) (956,873) (1,116,222) (403,761) (1,822,102) (1,939,602) 12,875 9,534 5,664 8,921 12,301 15,935 15,238 13,376 19,078 11,134 (334,150) (386,968) 325,644 337,995 363,422 (69,678) (186,161) 570,180 (794,431) (869,446) 1,287,541 953,391 566,423 892,067 1,230,063 1,593,485 1,523,806 1,337,646 1,907,825 1,113,394 953,391$ 566,423$ 892,067$ 1,230,063$ 1,593,485$ 1,523,806$ 1,337,646$ 1,907,825$ 1,113,394$ 243,948$ 74 Sample City of Sample, Minnesota Capital Improvement Plan - Street Light Fund 520 Schedule of Planned Capital Outlay 2018 to 2030 2019 2020 Business Unit Year to Estimated Estimated Department Object Code Subledger Replace Item Cost Amounts Amounts Street light 0096.6915 0060 2019 Parking lot lighting upgrades at City Hall 45,000$ 45,000$ -$ Street light 0096.6915 TBA 2020 HPS to LED conversion 25,000 - 25,000 Street light 0096.6915 TBA 2021 HPS to LED conversion 25,000 - - Street light 0096.6915 TBA 2022 HPS to LED conversion 25,000 - - Street light 0096.6915 TBA 2023 HPS to LED conversion 25,000 - - Street light 0096.6915 TBA 2023 Underground utility poles (42nd)1,000,000 - - Street light 0096.6915 TBA 2024 HPS to LED conversion 25,000 - - Street light 0096.6915 TBA 2025 HPS to LED conversion 25,000 - - Street light 0096.6915 TBA 2026 HPS to LED conversion 25,000 - - Street light 0096.6915 TBA 2027 HPS to LED conversion 25,000 - - Street light 0096.6915 TBA 2028 HPS to LED conversion 25,000 - - Street light 0096.6915 TBA 2029 HPS to LED conversion 25,000 - - Street light 0096.6915 TBA 2030 HPS to LED conversion 25,000 - - 45,000$ 25,000$ 75 Sample 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts Amounts -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ - - - - - - - - - - 25,000 - - - - - - - - - - 25,000 - - - - - - - - - - 25,000 - - - - - - - - - 1,000,000 - - - - - - - - - - 25,000 - - - - - - - - - - 25,000 - - - - - - - - - - 25,000 - - - - - - - - - - 25,000 - - - - - - - - - - 25,000 - - - - - - - - - - 25,000 - - - - - - - - - - 25,000 25,000$ 25,000$ 1,025,000$ 25,000$ 25,000$ 25,000$ 25,000$ 25,000$ 25,000$ 25,000$ 76 Sample City of Sample, Minnesota Capital Improvement Plan - Street Light Fund 520 Statement of Cash Flows 2019 2020 Estimated Estimated Cash Flows from Operating Activities Receipts from customers and users (2% growth assumption)204,688$ 204,688$ Payments to suppliers and employees (5% growth assumption)(135,237) (141,999) Net Cash Provided (Used) by Operating Activities 69,451 62,689 Cash Flows from Noncapital Financing Activities Transfers out (13,216) (13,935) Net Cash Provided (Used) by Noncapital Financing Activities (13,216) (13,935) Cash Flows from Capital and Related Financing Activities Acquisition of capital assets (45,000) (25,000) Intergovernmental revenue - - Advances to/(from) other funds 30,000 30,000 Net Cash Provided (Used) by Capital and Related Financing Activities (15,000) 5,000 Cash Flows from Investing Activities Investment earnings 6,025 6,497 Net Increase (Decrease) in Cash and Cash Equivalents 47,259 60,251 Cash and Cash Equivalents, January 1 602,471 649,730 Cash and Cash Equivalents, December 31 649,730$ 709,982$ 77 Sample Enterprise Fund Projected Activity 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated Estimated 208,782$ 212,957$ 217,217$ 221,561$ 225,992$ 230,512$ 235,122$ 239,825$ 244,621$ 249,514$ (149,099) (156,554) (164,381) (172,601) (181,231) (190,292) (199,807) (209,797) (220,287) (231,301) 59,683 56,404 52,835 48,960 44,762 40,220 35,315 30,028 24,334 18,212 (14,632) (15,363) (16,132) (16,938) (17,785) (18,674) (19,608) (20,588) (21,618) (22,699) (14,632) (15,363) (16,132) (16,938) (17,785) (18,674) (19,608) (20,588) (21,618) (22,699) (25,000) (25,000) (1,025,000) (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) (25,000) - - 500,000 - - - - - - - 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 30,000 5,000 5,000 (495,000) 5,000 5,000 5,000 5,000 5,000 5,000 5,000 7,100 7,671 8,208 3,708 4,115 4,476 4,786 5,041 5,236 5,365 57,151 53,712 (450,088) 40,730 36,091 31,021 25,493 19,480 12,952 5,879 709,982 767,133 820,844 370,756 411,486 447,578 478,599 504,092 523,573 536,525 767,133$ 820,844$ 370,756$ 411,486$ 447,578$ 478,599$ 504,092$ 523,573$ 536,525$ 542,404$ 78 Sample Tax Rates Tax Rates: General Fund Operations and All Funds Cash Balances General Fund Balance as a Percent of Expenditures:Cash Balance by Planned Use (000's): Tax rates are a function of the levy and total tax base. The city tax rate is computed by dividing the city levy by the taxable tax capacity. Future tax rates are based on the assumption of 3.5% growth in tax capacity (see Assumptions). Comparable communities are provided for reference. The General fund fund balance should be maintained at a level to provide for adequate working capital reserves. The MN State Auditor recommends a 35-50% reserve. As the expenditure budget grows, the required reserve should increase accordingly. The City can build to this target by adding to contingency each year. This can be accomplished by reducing expenditures and maintaining the same level of revenue or increasing tax levy. The balances represented in this graph are categorized by the planned use and/or limitations determined by statute. $- $5,000,000 $10,000,000 $15,000,000 $20,000,000 $25,000,000 Total Fund Balance Budget (calculation based on next years budget) Target Fund Balance (45%) General Fund Balance as a Percent of Expenditures 2017 (Actual) 2018 -2030 (Estimated) 0.00% 10.00% 20.00% 30.00% 40.00% 50.00% 60.00% 70.00% City Tax Capacity Rates 2017 -2018 (Actual) and 2019 -2030 (Estimated) General Capital levies Scheduled debt levies Total EDA Tax Rate $- $10,000,000 $20,000,000 $30,000,000 $40,000,000 $50,000,000 $60,000,000 Cash Balance by Planned Use 2017 (Actual) and 2018 -2030 (Estimated) General fund Debt service Capital projects Special revenue Enterprise Internal service Agency (pass-through grant) 0.00% 10.00% 20.00% 30.00% 40.00% 50.00% 60.00% 70.00% 80.00% 2013 2014 2015 2016 2017 2018 Tax Capacity Tax Rate -Comparison Cities 2013 -2018 (Actual) City Name City Name City Name City Name Sample City 79 Sample Property Taxes by Type Debt Debt Balances This graph highlights the percent of levy by planned use. Increases in the levy are primarily attributed to the growth in scheduled and proposed debt levies as well as growth in the City's General levy. The overall city tax burden for a $196,000 house in 2019 is shown in the graph on the right. The overall property tax levy for an average valued house is highlighted above. The above assumes a new $8 million bond in 2020 for a new Public Safety building. From 2016 to 2030, as presented above, total governmental type debt is reduced from $15.9 million to $4.6 million, a reduction of approximately $11.3 million. Projected City Tax Impact - 2019 $196,000 homePercent of Property Taxes - General Levy and Bonds $- $5,000,000 $10,000,000 $15,000,000 $20,000,000 $25,000,000 20172018201920202021202220232024202520262027202820292030Property Taxes -General Levy, EDA, Debt Service and Capital 2017 -2018 (Actual) and 2019 -2030 (Estimated) General Capital Economic Development Authority Debt service - 200 400 600 800 1,000 1,200 1,400 1,600 Projected City Tax Impact 2017 -2030 (Estimated) $- $5,000,000 $10,000,000 $15,000,000 $20,000,000 $25,000,000 Projected Debt Balances Based on Current Amortizations and New Debt Assumed in CIP 2017 (Actual) and 2018 -2030 (Estimated) G.O. Aquatic Center Bonds G.O. Improvement G.O. Street Reconstruction 0 500 1000 1500 2000 2500 3000 3500 4000 4500 2012201320142015201620172018201920202021202220232024202520262027202820292030Debt Per Capita -Comparison Cities 2012 -2017 (Actual) 2018 -2030 (Estimated) City Name City Name City Name City Name Sample City 80 Sample WS – Item #6 WORK SESSION STAFF REPORT Work Session Item No. 6 Date: July 6, 2020 To: City Council From: Sarah Cotton, City Administrator Re: 2021 Budget Assumptions Background The management team is in the process of preparing the first draft of the 2021 budget. There are several assumptions that are made early on in the budget process and the primary objective for Monday night’s meeting includes a walkthrough of some of the budget assumptions for 2021, as well as an opportunity for staff to seek guidance from the City Council on outstanding assumptions. Finally, the Council may wish to communicate any priorities staff should be aware of as we finalize the first draft of the 2021 budget. Cost of Living Adjustment Seventeen out of twenty-three comparable cities responded to a cost of living adjustment survey (COLA). Below are the results. The financial impacts of the Coronavirus pandemic are not yet known. The City is not locked into COLA increases for the 2021 year through union contracts. All four of the City’s union contracts are up for negotiations this summer. Organization 2021 COLA Savage Planned for 3% - Now undecided. Shoreview Undetermined - Wants to remain competitive. Chaska Undetermined - Upcoming negotiations. Ramsey 2.75% Prior Lake Undetermined - Upcoming negotiations. White Bear Lake Undetermined - In negotiations. Champlin 3% Rosemount 3% (settled contracts for 2021) Farmington 3% Hastings Undetermined New Hope 3% (settled contracts for 2021) Northfield Undetermined Columbia Heights 3% (settled contracts for 2021) West St. Paul 2.75% Hopkins Undetermined - Upcoming negotiations. Mounds View 2.5% (contracts settled for 2021) Rogers Undetermined Staff is recommending the addition of a COLA to the Preliminary budget. Staff will host additional discussion with the Council on forecasting the financial impacts of the Coronavirus during future Budget Work Sessions. Benefits Staff has worked with the City’s benefit consultants to review assumptions for the 2021 budget related to employee benefits. Below are the budget recommendations for employee benefits: Benefits Increase Medical 8% Dental 5% Life/AD&D 5% Compensation Study The City has been struggling with pay equity compliance and internal pay plan equity. These issues are directly correlated. Current employee pay step schedules range from zero to five years. Pay in comparison to market ranges from 3.1% over to 27% under market. Keystone Compensation Group, LLC was brought in to perform a compensation study and create a new pay structure to provide internal equity among positions. This was presented to the Council during the June 1, 2020 work session. The recommended salary ranges and steps of Keystone’s compensation plan result in a $64,773 impact to the budget. Please note that the recommendations are for the 2020 year. Any 2021 cost of living adjustment would need to be considered separate of the decision to adopt the Keystone compensation plan. If the compensation plan is not approved, the City will be out of compliance with pay equity for the 2021 reporting year and continue to have inconsistencies in pay and step increases based off of position. Staff is recommending the addition of Keystone’s compensation plan to the Preliminary budget. Communications Coordinator It has become increasingly evident that City staff does not have the ability to consistently provide timely and up-to-date communication to residents, businesses, and the general public via social media and the website. Staff is doing the best they can with the resources they have, but regularly receive feedback about the lack of up-to-date information, and desire for a greater social media presence. Staff is requesting the Council approve hiring of a part-time Communications Coordinator for the 2021 budget year. The addition of a part-time Communications Coordinator position can be achieved without an impact to the general fund budget ($40,000 annual transfer from the Cable TV/Communications fund). Staff is expecting to realize savings to the general fund if newsletter design can be brought in-house. Recreation Department In April 2020, the Recreation Supervisor and PT Office Specialist positions were eliminated due to the COVID-19 pandemic. All Spring, Summer, and Fall Recreation programming and activities were cancelled. As we prepare the 2021 budget, staff has identified three potential scenarios for the Recreation Department: • Continue to suspend all Recreation programs indefinitely. This would include all special events, including Blue Heron Days. The Public Services Department would coordinate basic services including picnic shelter reservations and activities held at the senior center. • Create a .50 FTE Special Events Coordinator position. This position would focus on various special events (Winter Festival, Family Corn Roast, Spring Fling, Gobbler Games, Secret Holiday Shop, Little Goblins Party, Snow Day, Rockin’ In The Park), and Blue Heron Days. Limited youth instructional (Summer Playgrounds, T-Ball, Skating Classes) and senior programming (Book Club, Trips) would also be considered. • Reinstate the Recreation Supervisor position with intent of returning to providing full-scale recreation programs and services. Staff is seeking City Council direction on the future of Recreation programming, activities, and events in the City of Lino Lakes. Utility Rate Study The City Council last authorized a utility rate study in 2012. As a result of the study, a two percent water rate increase for 2014 and a two percent increase in 2015, along with a four percent sewer rate increase for 2014 and a three percent increase in 2015 were implemented. The rate structure and other revenue sources in the Water and Sewer Funds must provide sufficient revenue to cover anticipated operating and maintenance expenses, debt service including principal and interest, capital improvements, replacements, and to provide adequate cash reserves. Staff and the City Council have identified several potential initiatives to consider including increasing the annual allocation of repairs and replacements, exploring the LMCIT No-Fault Insurance Program, and increasing contingency funding. All initiatives would have impacts on expenditures. Potential rate scenarios of a future water treatment facility could also be explored. Staff is recommending the City Council consider undertaking a utility rate study. If the City Council concurs, staff can begin the process to solicit quotes and report back at a future work session. Public Safety Vehicle and Equipment Replacement The current vehicle replacement policy only allows for public safety vehicles being evaluated for replacement once they have reached 100,000 miles. There are no exceptions articulated in the current policy that allow for vehicle replacement based on age, vehicle condition, or budgetary considerations (such as a consistent debt service requirement). The current debt service tax levy schedule is attached for reference. Currently, there is only one vehicle within the Public Safety Department (both Police and Fire Divisions) that has reached 100,000 and will be evaluated for replacement in 2021. Based on the previous 11-months usage of vehicles and the filling of police officer vacancies, there will be 3 to 6 vehicles that will be evaluated for replacement in 2022. Those 3 to 6 vehicles will have been in service as front line vehicles between five and eight years at the time of evaluation and six to nine years at time of replacement. The current policy does not address the need to rotate vehicles within the Public Safety Department from the Police to the Fire Division, where the vehicles experience less use. The City is not currently setting aside funds to purchase fire apparatus scheduled for replacement in the fire apparatus replacement plan. The replacement of fire apparatus is a crucial component of our community’s response readiness and is a significant financial investment. The current schedule calls for Tender 11 and Tender 21 replacement in 2023 and 2024 respectively. The estimated cost of replacement is $555,000 and $570,000, respectively and the age of this apparatus will be 32 years old at the time of replacement. Staff requests Council direction on how to plan for public safety vehicle and apparatus replacement in a manner that supports the City’s on-going needs and operations, while taking into consideration future budget and levy impacts. Attachments Debt Service Tax Levy Schedule Adopted Adopted Scheduled Scheduled Scheduled Scheduled Scheduled Scheduled Scheduled 2019 2020 2021 2022 2023 2024 2025 2026 2027 Debt Levies Final Levy Year Purpose Certificate of Indebtedness 2015B 2020 Fire Capital Equipment 213,119 214,216 - - - - - - - Certificate of Indebtedness 2016 2019 Police/Fleet Capital Equipment 167,559 - - - - - - - - Certificate of Indebtedness 2017 2020 Police/Fleet Capital Equipment 111,395 111,353 - - - - - - - Certificate of Indebtedness 2018 2021 Police/Fleet Capital Equipment 115,211 107,100 106,050 - - - - - - Certificate of Indebtedness 2019 2022 Police/Fleet Capital Equipment - 140,119 140,307 139,493 - - - - - Certificate of Indebtedness 2020 2023 Police/Fleet Capital Equipment - - 105,929 106,042 106,299 - - - - G.O. Bond 2012A (1)2023 Main St/Lake Dr & Birch St/Ware Rd Traffic Signals/Refund 2003A Series Bonds (Elm Street, Twilight Acres Water Main, Century Farm Lift Station)180,012 178,080 175,896 178,794 176,109 - - - - G.O. Bond 2015A (1)2030 Shenandoah Area Street Reconstruction Improv 215,972 222,692 219,227 221,012 222,692 224,267 220,487 221,484 222,364 G.O. Bond 2015A - Abatement Portion 2026 Birch Street Sanitary Sewer Ext & Turn Lanes 54,206 48,536 47,696 46,856 51,266 50,321 49,376 48,313 - EDA Lease/Revenue Bond 2015 2035 Fire Station #2 315,722 317,297 316,877 316,299 320,814 319,764 318,557 317,192 315,669 G.O. Tax Abatement Refunding Bond 2016C 2022 City's Participation in YMCA Project 289,097 301,571 313,567 325,054 - - - - - G.O. Bond 2018A 2033 West Shadow Lake Dr & LaMotte Area Street Reconstruction Improv/Lake Dr Watermain/Trl Improv 200,000 481,799 483,899 485,212 485,737 485,474 484,214 482,639 485,527 Total Debt Levy 1,862,292 2,122,762 1,909,448 1,818,762 1,362,917 1,079,827 1,072,634 1,069,628 1,023,560 (1) Levy Result of Voter-Approved Referendum City of Lino Lakes Debt Service Tax Levy - Current WS – Item #7 WORK SESSION STAFF REPORT Work Session Item No. 7 Date: July 6, 2020 To: City Council From: Karissa Bartholomew, Human Resource Manager Re: Public Purpose Expenditures Policy Background The City’s current Public Purpose Expenditures Policy outlines the ability for staff to spend money on employee appreciation, plaques for outgoing councilmembers, and cards and flowers for the loss of loved ones. Staff would like to review and discuss proposed revisions to the Public Purpose Expenditures Policy. Meals and Refreshments Staff would like to add in meals and refreshments into public purpose expenditures. There are times when the City is hosting events and ceremonies for employees and members of the Council where a meal or refreshments may be appropriate. For transparency purposes, staff would like to outline instances in which staff could spend dollars on meals and refreshments. Employee Recognition/ Appreciation The City’s employee appreciation program currently consists of a barbeque and gift cards or pins for staff celebrating years of service in increments of five years. Staff is requesting a change to how funds are handled for employee appreciation years of service. Instead of receiving a gift certificate for years of service, staff is proposing gift certificates be provided to employees for excellent service provided to the City. Employee Wellness Staff currently does not have employee wellness outlined in the policy, but would like to highlight possible expenditures for employee wellness for transparency. Attachments Public Purpose Expenditures Policy - Redline Requested Council Direction Staff is seeking Council direction on the aforementioned changes. Public Purpose Expenditures The following are deemed to be valid City expenditures by the Lino Lakes City Council provided there are funds available for these expenditures. Meals and Refreshments a) Bakery items and refreshments may be provided for the following events: staff’s spring cleanup day, quarterly all-staff meetings, employees annual benefits fair, training sessions for summer temporary/seasonal employees, and City-hosted meetings. b) Dinner for employees and their guest during the annual employee appreciation barbecue. c) Lunch for employees during the annual summer picnic. d) Light meal for elected officials and management staff during the City Council’s annual strategic goal-setting session. e) Cake and refreshments for employee retirements and outgoing councilmembers. f) Coffee and cake for public safety swearing in ceremonies. g) Breakfast and lunch for staff and volunteers during the annual recycling day. h) Fruit or pizza for election judges during primaries or elections. Employee Recognition Program The Council recognizes the benefits of attracting, retaining, and motivating employees by rewarding their efforts in providing excellent service to residents and the general public. Each year the Lino Lakes City Council sets aside funds for the purpose of recognizing employees for their years of dedicated service to the citizens of Lino Lakes. The Council further recognizes the benefits of attracting, retaining, and motivating employees by rewarding their efforts in providing excellent customer service to residents and the general public. The recognition program includes the following service awards: a) $600 provided annually for awards in the amount of $25 in value in recognition of an employee having provided excellent service and value to the City by going above and beyond through hard work, initiative, customer service, or innovation. b) Employees retiring from the City with a minimum of ten years of service will receive an appreciation gift valued at $100. 1. Employees reaching 10 years of service have the choice of a gold lapel pin or pendant or a $50 gift card. 2 2. Employees reaching 15 years of service have the choice of a sapphire precious stone or a $60 gift card. 3. Employees reaching 20 years of service have the choice of an emerald stone or a $75 gift card. 4. Employee reaching 25 years of service have the choice of a diamond stone or a $100 gift card. 5. Retiring staff receive an 8x10 plaque or a $100 gift card. *Gift cards are subject to income and FICA withholding taxes. Employee service awards are based on continuous full-time or part-time service with the City. This program may include an annual employee recognition dinner or a summer picnic luncheon. Council Recognition 6. An outgoing mayor, council member or advisory board member, serving less than one term, will receive a letter of appreciation. A mayor or council member serving one or more than one terms receives an 8x10 plaque; board members a 6x8 plaque. Gift cards are subject to income and FICA withholding taxes. Employee service awards are based on continuous full-time or part-time service with the City. This program may include an annual employee recognition dinner or a summer picnic luncheon. Flowers The City Council approves up to $1200 of expenditures for flowers and a card upon the death of a current employee, an employee’s spouse, child, mother, or father., and a current city council or board member. This provision pertains to current employees and councilmembers. Employee Wellness a) $300 annually for prizes, refreshments, and promotional healthy snack for employees participating in wellness events. Special Events The City Council approves of expenditures for special events such as Nite to Unite, Safety Camp, volunteer recognition dinners, and any other events that involve and invite participation by the general public. Expenditures may include meals, participation fees, T-shirts, and other sundry items of nominal value. Public Purpose Expenditures The following are deemed to be valid City expenditures by the Lino Lakes City Council provided there are funds available for these expenditures. Meals and Refreshments a) Bakery items and refreshments may be provided for the following events: staff’s spring cleanup day, quarterly all-staff meetings, employees annual benefits fair, training sessions for summer temporary/seasonal employees, and City-hosted meetings. b) Dinner for employees and their guest during the annual employee appreciation barbecue. c) Lunch for employees during the annual summer picnic. d) Light meal for elected officials and management staff during the City Council’s annual strategic goal-setting session. e) Cake and refreshments for employee retirements and outgoing councilmembers. f) Coffee and cake for public safety swearing in ceremonies. g) Breakfast and lunch for staff and volunteers during the annual recycling day. h) Fruit or pizza for election judges during primaries or elections. Employee Recognition Program The Council recognizes the benefits of attracting, retaining, and motivating employees by rewarding their efforts in providing excellent service to residents and the general public. Each year the Lino Lakes City Council sets aside funds for the purpose of recognizing employees for their years of dedicated service to the citizens of Lino Lakes. The Council further recognizes the benefits of attracting, retaining, and motivating employees by rewarding their efforts in providing excellent customer service to residents and the general public. The recognition program includes the following service awards: a) $600 provided annually for awards in the amount of $25 in value in recognition of an employee having provided excellent service and value to the City by going above and beyond through hard work, initiative, customer service, or innovation. b) Employees retiring from the City with a minimum of ten years of service will receive an appreciation gift valued at $100. 1. Employees reaching 10 years of service have the choice of a gold lapel pin or pendant or a $50 gift card. Formatted: Font: 12 pt, Not Bold Formatted: Numbered + Level: 1 + Numbering Style: a, b, c, … + Start at: 1 + Alignment: Left + Aligned at: 0.25" + Indent at: 0.5" Formatted: Font: 12 pt 2 2. Employees reaching 15 years of service have the choice of a sapphire precious stone or a $60 gift card. 3. Employees reaching 20 years of service have the choice of an emerald stone or a $75 gift card. 4. Employee reaching 25 years of service have the choice of a diamond stone or a $100 gift card. 5. Retiring staff receive an 8x10 plaque or a $100 gift card. *Gift cards are subject to income and FICA withholding taxes. Employee service awards are based on continuous full-time or part-time service with the City. This program may include an annual employee recognition dinner or a summer picnic luncheon. Council Recognition 6. An outgoing mayor, council member or advisory board member, serving less than one term, will receive a letter of appreciation. A mayor or council member serving one or more than one terms receives an 8x10 plaque; board members a 6x8 plaque. Gift cards are subject to income and FICA withholding taxes. Employee service awards are based on continuous full-time or part-time service with the City. This program may include an annual employee recognition dinner or a summer picnic luncheon. Flowers The City Council approves up to $1200 of expenditures for flowers and a card upon the death of a current employee, an employee’s spouse, child, mother, or father., and a current city council or board member. This provision pertains to current employees and councilmembers. Employee Wellness a) $300 annually for prizes, refreshments, and promotional healthy snack for employees participating in wellness events. Special Events The City Council approves of expenditures for special events such as Nite to Unite, Safety Camp, volunteer recognition dinners, and any other events that involve and invite participation by the general public. Expenditures may include meals, participation fees, T-shirts, and other sundry items of nominal value. Formatted: Indent: Left: 0.25", No bullets or numbering Formatted: Font: Bold, Underline Formatted: Indent: Left: 0.25", No bullets or numbering Formatted: No bullets or numbering Formatted: Font: Bold, Underline Formatted: Numbered + Level: 1 + Numbering Style: a, b, c, … + Start at: 1 + Alignment: Left + Aligned at: 0.25" + Indent at: 0.5" Formatted: Font: Bold, Underline WS – Item 8 WORK SESSION STAFF REPORT Work Session Item No. 8 Date: July 6, 2020 To: City Council From: Lisa Hogstad-Osterhues Re: Chain of Lakes Rotary Proposed Blue Heron Hustle 5K and Family Event Background The Chain of Lakes Rotary has submitted an application to host an event in the City of Lino Lakes on August 15, 2020. The proposed events include a 5K run, food trucks, alcohol, raffle and booths from local businesses. The event host is requesting the use of City property. They have also requested to use a city tent, table, chairs, cones and road barricades. Historically the City has not allowed events of this type that are not City run events to be held on City property. The permits/approvals required are as follow: 1. Special Event Permit 2. 1-4 Day Temporary Liquor License 3. Parade/Run Permit 4. LG220 Application for Exempt Gambling Permit 5. Anoka County Food Truck License 6. Anoka County Approval 7. YMCA Approval Due to the current pandemic, a Preparedness Plan will be required. Attachments Special Event Permit and Maps submitted by applicant. Additional Information Under the current Executive Order, 20-74, groups of 25 or more are prohibited from gathering through July 13, 2020. Per City Ordinance 301.05 liquor is allowed during community festivals and as approved by resolution of the City Council. Per City Ordinance 301.02 No personal shall sell any articles or solicit for the sale thereof on any public park or public grounds. Requested Council Direction For discussion purposes only. Special Event Permit Application Page 1 City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 651-982-2400 SPECIAL EVENT PERMIT APPLICATION 1. TITLE, PURPOSE AND DESCRIPTION OF EVENT 2. APPLICANT Applicant's Name Title Address Phone Evening/cell phone Affiliation Are you an authorized applicant for this organization? Yes _____ No _____ Will this person be present at the event area or areas and in charge of the event at all times? Yes _____ No _____ 3. EVENT PRINCIPALS If applicable, submit a list of principals involved in the proposed special event, including professional organizers, promoters, financial underwriters, commercial sponsors, charitable agencies for whose benefit the event is being produced or advertised, etc. Attach additional pages if necessary. Name Organization/Business/Agency/Affiliation Name Organization/Business/Agency/Affiliation Will this person(s) have authority to cancel or greatly modify event plans? Yes _____ No _____ Special Event Permit Application Page 2 4. EVENT COMPONENTS A. Date requested B. Requested hours of operation, from __________AM / PM to __________AM / PM C. Set up - beginning date and time Dismantle by - date and time D. Anticipated number of participants ______ spectators______ E. If there is a fee or donation required as a condition of attendance or participation of this event, please describe the amounts to be collected from various categories of participants or spectators: 5. ENTERTAINMENT Describe entertainment plans; if there will be music, sound amplification or any other noise impact, please describe, including the intended hours 6. FOOD AND BEVERAGES A. Will alcoholic beverages be served? Yes _____ No _____ (Please note that a separate license is required for sale or serving of alcoholic beverages) If yes, describe what method will be used to ensure that alcoholic beverages will be consumed only by persons 21 years of age and older Describe how, where, when and by whom the alcoholic beverages will be served B. Will food and/or non-alcoholic beverages be served? Yes _____ No _____ If yes, describe sanitation measures, food handling procedures and the nature of the food such as pre-packaged foods, hot dogs, pre-mixed soda, raw meats, fish, vegetables, unpeeled fruit, or peeled and cut fruit Special Event Permit Application Page 3 Describe any plans you have for cooking food in the event area including fuel or electrical source to be used C. Have you obtained the necessary permit from the Anoka County Department of Environmental Health? Yes _____ No _____ 7. VENDORS OR CONCESSIONAIRES A. Describe what vendors or concessionaires you will allow in conjunction with the event, and the purpose of these concessions B. Describe how you intend to regulate, monitor and control the type, number and quality of vendors/concessionaires whom you may permit to operate in conjunction with the event 8. SECURITY AND SAFETY PROCEDURES A. Describe your proposed procedures for set-up, operation, internal security and crowd control B. If the event is to occur at night, describe how you are going to light the event area in order to increase the safety of participants and spectators coming to and leaving the event Special Event Permit Application Page 4 C. Describe plans to provide first aid, if needed D. Describe the involvement of any vehicles or animals in the event 9. SANITATION PLAN A. Describe your plan for clean-up and material preservation. Include number, type and location of trash and recycling containers to be provided for the event. Indicate who will be responsible for clean-up activities during and after the event B. Describe the number, type and location of portable and/or permanent toilets to be provided for the event 10. CITY SERVICES AND EQUIPMENT Describe city services and/or equipment requested for this event. City barricades, cones, signs and other equipment may be borrowed on an as-available basis. You should make advance arrangements to pick up and return this equipment. Special Event Permit Application Page 5 11. LOCATION MAP Please attach a map or plans for your event land design. At minimum, the following items should be included. Please place a check mark () by those included. ___ A. If a route is involved, the beginning and finish area with arrows, and the places where buses, autos or other motorized vehicles need to be considered ___ B. Size and location of any tents or structures ___ C. Entertainment or stage locations ___ D. Alcoholic beverage concession area ___ E. Non-alcoholic concession area ___ F. Food concession area (cooking, serving and consumption areas) ___ G. General merchandise or concession areas ___ H. Portable toilet facilities (indicate number) _____ ___ I. First aid facilities ___ J. Event participant and/or spectator parking areas ___ K. Event organizer's command post ___ L. Fireworks or pyrotechnics site ___ M. Vehicle fuel handling site ___ N. Fencing or others for securing event area ___ O. Site of electrical wiring to be installed for the event ___ P. Trash receptacles (indicate number) _____ 12. ADDITIONAL PERMITS Additional permissions may be required including, but not limited to, the following: A. Building Permit: Attach to this application a copy of your building permit(s) if you are installing any electrical wiring on a temporary or permanent basis and/or if you are building any temporary or permanent structures such as bleachers, scaffolding, a grandstand, reviewing stands, stages or platforms. B. Fire Department Permit(s): Attach to this application any permission required by fire regulations for such things as an open flame; fireworks or pyrotechnics; vehicle fuel; cooking facilities; enclosures (and tables within those enclosures); tents, air supported structures, canopies, or any fabric shelters. C. Other Permits: Certain other licensing may be required by city, county and state agencies, such as a large assembly license for gatherings over 1,000 people, some types of food handling licensing, gambling, cabaret, etc. It is your responsibility to check with the City Clerk or local authorities to determine what licensing is required before final submission of this application. Special Event Permit Application Page 6 13. INSURANCE You must provide proof of insurance coverage for your event. Attach to this application either an insurance policy or a certificate of insurance including the policy number, amount, and the provision that the City of Lino Lakes is included as an additional insured. Please note: insurance requirements depend upon the risk level of the event. Also, if your event can be classified as first amendment expressive activity, insurance requirements can be waived under certain circumstances. THE MINNESOTA DATA PRACTICES ACT requires that we inform you of your rights about the private data we are requesting on this form. Private data is available to you, but not to the public. We are requesting this data to determine your eligibility for a license from the City of Lino Lakes. Providing the data may disclose information that could cause your application to be denied. You are not legally required to provide the data, however, refusing to supply the data may cause your license to not be processed. Under MS 270.72, the City of Lino Lakes is required to provide the Minnesota Department of Revenue your MN Tax ID Number or Social Security Number if it is given. This information may be used to deny the issuance, renewal or transfer of your license if you owe the Minnesota Department of Revenue delinquent taxes, penalties, or interest. The Department of Revenue may supply information to the Internal Revenue Service. In addition, this data can be shared by Lino Lakes City Staff, the State of Minnesota Driver License Section, Anoka County Auditor, Bureau of Criminal Apprehension, Anoka County Warrant Office. Your signature on this application indicates you understand these rights. Your residence address and telephone number will be considered public data unless you request this information to be private and provide an alternative address and telephone number. Please sign below to indicate that you have read this notice: Signature Date I request that my residence address and telephone number be considered private data. My alternative address and telephone number are as follows: Address___________________________________________________ Telephone_________________________ ANY FALSIFICATION OF ANSWERS TO THE PROCEEDING QUESTIONS WILL RESULT IN DENIAL OF THE APPLICATION. Signature of Applicant Date