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Home My WebLink About08/31/2022 EB Packet CITY OF LINO LAKES ENVIRONMENTAL BOARD MEETING Wednesday, August 31, 2022 6:30 p.m. Council Chambers AGENDA 1. CALL TO ORDER AND ROLL CALL 2. PLEDGE OF ALLEGIANCE 3. APPROVAL OF AGENDA 4. APPROVAL OF MINUTES: July 27, 2022 5. OPEN MIKE 6. ACTION ITEMS A. 601 Apollo Drive Retail Site Plan Review 7. UPDATES A. General Updates B. Recycling Updates 8. ADJOURN Environmental Board July 27, 2022 Page 1 DRAFT MINUTES CITY OF LINO LAKES ENVIRONMENTAL BOARD MEETING I. CALL TO ORDER AND ROLL CALL: Chair Sullivan called the Lino Lakes Environmental Board meeting to order at 6:30 p.m. on July 27, 2022. II. PLEDGE OF ALLEGIANCE III. APPROVAL OF AGENDA Chair Sullivan approved the agenda as presented. IV. APPROVAL OF MINUTES: Mr. Schwartz made a MOTION to approve the June 29, 2022 meeting minutes. Motion was supported by Ms. McNulty. Motion carried 5 – 0. V. OPEN MIKE Chair Sullivan declared Open Mike at 6:34 p.m. There was no one present for Open Mike. Open Mike was closed at 6:34 p.m. VI. ACTION ITEMS A. Robinson Property Environmental Assessment Worksheet Michael Grochala, Community Development Director, and Alison Harwood, from WSB & Associates, presented the staff report. Integrate Properties, LLC (Developer) is proposing a residential development project on approximately 158 acres abutting Main Street (CSAH 14) and Sunset Avenue (CR DATE: July 27, 2022 TIME STARTED: 6:31 P.M. TIME ENDED: 8:19 P.M. MEMBERS PRESENT: John Sullivan, Jonathan Parsons, Ella McNulty, Cassie Cavegn, Alex Schwartz STAFF PRESENT: Andy Nelson, Tori Philippi Environmental Board July 27, 2022 Page 2 DRAFT MINUTES 53) in the northwest quadrant of the City. The property is guided for low, medium and high-density residential uses in the City’s 2040 Comprehensive Plan. The Environmental Board reviewed a development concept plan for the property in January of this year. Due to the proposed number of residential units, preparation of an Environmental Assessment Worksheet (EAW) is required by Minnesota Rules. The process operates according to rules adopted by the state’s Environmental Quality Board (EQB). The EAW document is designed to provide a brief analysis and overview of the potential environmental impacts for a specific project and to help the City, referred to as the Responsible Government Unit (RGU), determine whether an Environmental Impact Statement (EIS) is necessary. The questions contained within the document are established by the EQB Chair Comments Chair Sullivan discussed the possibility of incorporating pollinator gardens and native plant species into the project. Chair Sullivan questioned if some of the proposed housing units will have basements or if all housing units will be slab on grade. Alison Harwood, from WSB & Associates, clarified that there will be housing units with basements. Chair Sullivan voiced concern over with permanent wetland fill occurring on the site. Mr. Nelson stated that developers will need to go through several layers of regulatory review with Rice Creek Watershed District, Board of Water and Soil Resources, Army Corps of Engineers, and MPCA in order to mitigate wetland impact. Board Comments Mr. Parsons asked if there will be a diverse array of boulevard trees or if every resident will receive the same species of boulevard tree. Mr. Parsons discussed the stormwater analysis process. Staff Comments Mr. Nelson discussed the City’s plan of diversifying boulevard tree species and incorporating fire adapted native oak species into open spaces. Mr. Schwartz made a MOTION to recommend the Robinson Property Environmental Assessment Worksheet to be forwarded to the Planning and Zoning Board and City Council subject to conditions listed in the staff report. Motion was Environmental Board July 27, 2022 Page 3 DRAFT MINUTES supported by Mr. Parsons. Motion carried 5 – 0. VII. DISCUSSION ITEMS A. Belland Farms 2nd Addition Preliminary Plat and Site Plan and Conditional Use Permit for New Horizon Academy Andy Nelson, Environmental Coordinator, presented the staff report. Two (2) separate Land Use Applications were submitted. The first applicant, Rehbein Properties, submitted Belland Farms 2nd Addition Preliminary Plat to create one commercial lot. The second applicant, New Horizons Academy, submitted a Conditional Use Permit and Site Plan Review for New Horizons Academy, a children’s daycare facility, to be located on Lot 1, Block 1 of the Belland Farms 2nd Addition Preliminary Plat. The proposed New Horizons Academy project includes an extension of Rosemary Way to the west to prepare access for future development. A 0.0547 acre wetland will be impacted by the road extension. This wetland impact was mitigated for with the purchase of wetland bank credits in November of 2021. Board Comments Mr. Parsons discussed the Stormwater Pollution Prevention Plan. Staff provided answers to Mr. Parsons’ questions about the Stormwater Pollution Prevention Plan. Chair Sullivan asked for staff clarification on portions of the staff Power Point presentation. Mr. Nelson answered all of Chair Sullivan’s questions about Staff Power Point slides. Chair Sullivan made a MOTION to recommend the Belland Farms 2nd Addition Preliminary Plat and Site Plan and Conditional Use Permit for New Horizon Academy to be forwarded to the Planning and Zoning Board and City Council subject to conditions listed in the staff report. Motion was supported by Ms. Cavegn. Motion carried 5 – 0. VIII. DISCUSSION ITEMS A. Kwik Trip Conditional Use Permit and Site Plan Review Andy Nelson, Environmental Coordinator, presented the staff report. Environmental Board July 27, 2022 Page 4 DRAFT MINUTES A Land Use Application has been submitted for a Conditional Use Permit and Site Plan Review for Kwik Trip, which will include a convenience store, a single bay carwash, and 10 fueling stations. Board Comments Mr. Schwartz asked about the quality of the wetland located in the southeast portion of the site and if it contains rare native plant species. Mr. Nelson responded that the wetland delineation report does contain information about species located on site. Staff will revisit the plant survey but did not notice any mention of rare native plant species. Mr. Parsons asked if the exsting trees will be marked and surveyed after construction to verify survival. Mr. Nelson said that prior to construction, erosion control measures and tree protection fences will be installed and inspected to insure they have been installed to City Of Lino Lakes specifications. Mr. Parsons asked for clarification on where the recommended trail segment would be and how it would connect to the larger trail system in the area, noting the importance of long-term planning to promote connectivity. Mr. Nelson identified the recommended location for the trail segment heading north from Sandhill Drive. Mr. Schwartz asked if the oil and grit chamber will require routine maintenance and if the city requires a longterm maintenance agreement. Mr. Nelson said that the oil and grit chamber will require routine maintenance and is designed to provide access for maintenance activities and assumed that long-term maintenance was part of the applicant’s plan. Chair Sullivan mentioned deep concerns about the extenstive tree removals (240 trees) associated with the project and noted the high quality of this wooded area. He also noted that only 40 new replacement trees were being provided for the 240 removals, and mentioned that saving more trees would be preferred. Chair Sullivan noted the abundance of gas stations in the area and questioned the need for more, particularly in a location that is a gateway to the city. He also raised concerns related to additional pollution of the impaired lakes in the area from the petroleum products. Mr. Schwartz remarked that he appreciated that the wetland would not be impacted by the project, noting the water quality benefits provided by the wetland, particularly due to the close proximity to the lake. Environmental Board July 27, 2022 Page 5 DRAFT MINUTES Mr. Schwartz asked Staff what would happen to the underground fuel tanks once the site is redeveloped and if the site would be permanently contaminated. Staff said the State of Minnesota regulates how the fuel tanks need to be constructed, and assumed that the rules are quite stringent. He noted the seperation requirement between the well and the tanks, and that the proposed project was well outside of the minimum distance requirement. Staff said that the run off from the site will receive several levels of pretreatment before reaching Marshan Lake, and that run off coming from the site will be less contaminated than the run off coming from most sites because of this pretreatment and filtration. Mr. Schwartz made a MOTION to recommend the Kwik Trip Conditional Use Permit and Site Plan Review to be forwarded to the Planning and Zoning Board and City Council subject to conditions listed in the staff report. Motion was supported by Mr. Parsons. Motion carried 5 – 0. IX. UPDATES A. General Updates Mr. Nelson stated that there are no general updates. B. Recycling Updates Ms. Philippi provided an update on this month’s Recycle Saturday. The event had a total of 196 participants. 147 of the participants showed up for All Appliance Disposal and 49 participants showed up for paper shredding. There will be no event in August due to Blue Heron Days. The Blue Heron Days parade will be held on Saturday, August 20. The City is looking for volunteers to help with collecting of trash and recyclable materials that are left on the parade route. Volunteer duties include walking at the end of the parade picking up trash and other recyclable materials. (10:45 a.m. – 12:00 p.m.) Volunteers get a free shirt and tote bag. There was not much of an increase in organics participants during the month of July. The current total is 450 participants. An increase in participants should be expected after the next newsletter comes out in August. The SCORE Reimbursement form for the county was recently submitted and Staff will be completing the Tonnage Report and 2023 Application later this week. X. ADJOURNMENT Mr. Schwartz made a MOTION to adjourn the meeting at 8:19 p.m. Motion was supported by Ms. Cavegn. Motion carried 5 – 0. 1 ENVIRONMENTAL BOARD AGENDA ITEM 6A STAFF ORIGINATOR: Andy Nelson, Environmental Coordinator MEETING DATE: August 31st, 2022 REQUEST: 601 Apollo Drive Retail Site Plan Review APPLICANT: Java Lino Retail, LLC. 879 Scheffer Ave. St. Paul, MN 55012 OWNER: Java Lino Retail, LLC. 879 Scheffer Ave. St. Paul, MN 55012 BACKGROUND A land use application has been submitted for a site plan review for a commercial development proposed for the parcel at 601 Apollo Drive. The parcel is currently approximately 1.32 acres of mowed vegetation. Per the applicant’s narrative, the proposed project will consist of a 4,200 square foot dental clinic, a 2,240 square foot coffee shop, and a drive thru ATM. This staff report is based on a review of the following documents: • ALTA/NSPS Land Title Survey prepared by Design Tree, dated 4-18-22 • Apollo Drive Retail Civil Plan Set prepared by Design Tree, dated 7-29-22 • Landscape and Ground Cover Plans prepared by PLAN-Type, dated 8-10-22 • Marketplace Master Landscape Plan prepared by Parsons Transportation Group, Inc., dated 10-04-01 • Final Stormwater Management Study prepared by Design Tree, dated 7-29-22 • Photometric Plan prepared by Viking Electric, dated 7-28-22 2 ANALYSIS General Site Characteristics The applicant is proposing to develop the approximately 1.32 acre property located at the northeast corner of the intersection of Lake Drive (CSAH 23) and Apollo Drive. The proposed project includes construction of a dental clinic, coffee shop, drive thru ATM, and trash enclosure. The plan includes extensive landscaping around the perimeters, around the buildings, and within parking lot islands. Stormwater will be managed with porous pavement best management practices before discharging to the east as occurs under the current conditions. Land Cover Pre-settlement land cover (Marschner) was oak openings and barrens. Current land cover (Minnesota Land Cover Classification System) on the site includes: other exposed transitional land with 0-10% impervious cover, oak forest dry subtype, and medium grass altered/non-native dominated grassland. Land cover on the site today is mowed vegetation. Rare, Unique, or Significant Resources The site ultimately drains to George Watch Lake, an impaired water. There were no other rare, unique, or significant resources identified on the site or in the vicinity. Soils The Natural Resource Conservation Service Web Soil Survey notes the following soil type on the project site: Zimmerman fine sand, which is a Hydrologic Group A soil, non-hydric, and excessively drained. This soil is very deep with rapid permeability. Stormwater Management A stormwater management plan has been submitted and is being reviewed by the City Engineer. The following summary review is based upon the Final Stormwater Management Study. 3 Existing Conditions The site is currently pervious surface over sandy soils. Runoff heads to catchbasins on Marketplace Drive, then east through the stormwater system, eventually collecting in a pond just east of Target. This pond discharges to a ditch south of 35W, ultimately entering George Watch Lake which is an impaired water. Proposed Conditions The proposed conditions include creation of 0.813 acres of new impervious surface, which is divided into three drainage areas. Each drainage area will have a section of porous pavement BMP’s (Best Management Practices) to manage the additional stormwater runoff. Rice Creek Watershed District Rules require water quality treatment volume of 1.1 inches for all new impervious areas. Also, peak stormwater runoff rates for the proposed project must not exceed existing peak runoff rates for the 2-, 10-, and 100-year storm events. Table from the Final Stormwater Management Study prepared by Design Tree. The proposed conditions seem to meet requirements. This will be reviewed in greater detail by the Engineering Department. Stormwater Pollution Prevention The Erosion Control Plan calls for inlet protections, a rock construction exit, silt fence for perimeter control, and biorolls to prevent sediment from reaching the porous paver BMP’s prior to soil stabilization. Being that this site will drain to impaired waters, George Watch Lake and Marshan Lake, stabilization of exposed soil areas must occur within 7 days after the construction activity in that area permanently ceases. This is noted in the SWPPP narrative. 4 Flood Plain Site does not fall within the flood management zone. Wetlands There are no wetlands indicated on the site. Alternative Urban Areawide Review (AUAR) Considerations The site does not fall within the 2005 I-35E Corridor AUAR environmental review boundary. Drinking Water Protection The site is not within the Drinking Water Supply Management Area (DWSMA). LANDSCAPE PLAN A Master Landscape Plan for the retail area bounded by Lake Street to the west, 77th Street to the north, and Apollo Drive to the south was approved with conditions in August of 2001. A revision submitted in October of 2001 incorporated the required changes and became the approved final landscape plan for the area. The landscape plan submitted for the 601 Apollo Drive Retail project should thus be measured against the approved Master Landscape Plan from 2001, rather than strictly adhering to current ordinance. The submitted landscape plan is an improvement upon the Master Landscape Plan in several respects. • The 2001 plan called for 34 large tree equivalents and 29 large shrub equivalents. The current submittal calls for 47 large tree equivalents and 110 large shrub equivalents. • The ash trees (Fraxinus pennsylvanica) called for on the south perimeter have been replaced with lindens (Tilia Americana) and sycamores (Plantanus x acerifolia ‘Morton Circle’). • The current plan calls for additional trees on the borders shared with Lake Drive, the property to the north, and Apollo Drive. This provides buffer and screening, which will improve the aesthetics of this corner lot. • There are more trees in the parking lot islands to provide additional canopy cover and shading of the vehicular hardscape area. • Numerous shrubs have been added in the foundation landscape area. • Diversity of plant species has increased significantly as compared to the 2001 landscape plan. 5 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. Mn DOT seed mix 25-131 will be used for temporary stabilization. Permanent stabilization will be sod. Greenway System The site is not part of the Greenway System. There are existing concrete sidewalks on the east and south perimeters. The 2040 Comprehensive Plan does include proposed trail on the perimeter shared with Lake Drive, and a proposed bike lane on Lake Drive itself. Pedestrian and bike trail easements are in place. Lighting The purpose of the lighting requirements in the Zoning Code is to reduce light pollution, promote energy conservation, and increase night time safety, utility, security, and productivity. Lighting is reviewed by the City Planner. Per Section 1007.043(6)(d), no light source shall exceed 1.0 foot candle onto right of way or 0.4 foot candle onto adjacent property. Light fixtures are down lit and cutoff as required by city code. The photometric plan as shown meets requirements. Recycling Applicant is planning to construct an enclosure that is sized to accommodate recycling and trash containers. RECOMMENDATIONS Staff recommends that the Site Plan Review for 601 Apollo Drive Retail be forwarded to the Planning and Zoning Board and City Council with the following comments: Environmental has no further comments or recommendations. 6 ATTACHMENTS 1. 601 Apollo Drive Retail Aerial Photo 2. Site Plan (Sheet C201) 3. Grading Plan (Sheet C301) 4. Erosion Control Plan (Sheet C501) 5. SWPPP Narrative (Sheet C606) 6. Landscape Plan (Sheet L101) 7. Master Landscape Plan for Lino Lakes Marketplace 8. Master Landscape Plan zoom in for 601 Apollo Drive 9. Ground Cover Plan (Sheet L102) 77thSt ApolloDr ApolloDr UnnamedLilacSt 23 77thSt Apoll oDrUnnamed WoodsEdgeBlvdEagleCtLegend Address Labels Parcels City Mask August 25, 2022 Map Powered By Datafi ± 1 in = 210 Ft 601 Apollo Drive Retail THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:JEREMY E. ANDERSON 44223 10921005 APOLLO DRIVE RETAIL 601 APOLLO DR. LINO LAKES, MN 55014 07/29/22 RJK JEA PARKING INFORMATION PARKING STALLS 41 STALLS ACCESSIBLE STALLS 2 STALLS TOTAL STALLS 43 STALLS PROPERTY INFORMATION TOTAL PROPERTY AREA 1.324 AC DISTURBED AREA 1.2 ±AC EXISTING IMPERVIOUS AREA 0.121 AC PROPOSED IMPERVIOUS AREA 0.934 AC NET INCREASE IMPERVIOUS AREA 0.813 AC PROPOSED SITE LEGEND LIGHT DUTY BITUMINOUS PAVEMENT POROUS BITUMINOUS PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CURB AND GUTTER TIPPED CURB AND GUTTER PAINTED DIRECTIONAL ARROW PAINTED ACCESSIBLE PARKING SYMBOL 0'20'40' NOTES: 1.ALL DIMENSIONS SHOWN ARE TO FLOW LINE, CENTERLINE OF FENCE, EDGE OF PAVEMENT, OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 2.CONTRACTOR SHALL VERIFY ALL PLAN AND DETAIL DIMENSIONS PRIOR TO CONSTRUCTION. 3.ALL INTERIOR PARKING STALL STRIPING SHALL BE 4" AND YELLOW IN COLOR. 4.ACCESSIBLE PARKING STALL STRIPING, ACCESS AISLE, AND SYMBOL SHALL BE PAINTED IN ACCORDANCE WITH LOCAL AUTHORITY REQUIREMENTS. 5.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 6.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 7.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 8.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. 1 2 B612 CURB AND GUTTER ADA PEDESTRIAN RAMP (SEE DETAILS) PARKING STRIPING TRASH ENCLOSURE CONCRETE SIDEWALK ATM (SEE ARCHITECTURAL) SITE FURNITURE (SEE ARCHITECTURAL) REPLACE CONCRETE SIDEWALK, CURB, AND BITUMINOUS PAVEMENT AS NEEDED FOR UTILITY CONNECTIONS 7" STEP AT STOOP EDGE 8' WIDE CURB CUT SPLASH BLOCK FOR ROOF DRAINS 3 4 5 KEY NOTES: SITE PLAN C201LAKE DRIVEMARKET PLACE DRIVEAPO L L O D R I V E40'-0" BUILDING SETBACK30'-0" BUILDING SETBACK10'- 0 " B U I L D I N G & P A R K I N G S E T B A C K 15'-0" PARKING SETBACK15'-0" P A R K I N G S E T B A C K 15'-0" PARKING SETBACKPRO P O S E D B U I L D I N G A4,20 0 S F PRO P O S E D B U I L D I N G B2,24 0 S F R15.50 R29. 50 R10. 0 0 R15.50R5.50 R5. 5 8 R5.50 R5.50 R5.50R18.50R41.50R5.50 R10.50 R18.5 0 R3. 5 0 R5.50 R24.50 R5.50 R 5 . 5 0 23.0023.0 0 11. 5 0 11.5 0 7.0011.0011.0015. 6 7 15.6 7 10.6710.6710.004.6718.0 0 (TY P )9.00(TYP)9.0018.0 0 (TY P )9.00(TYP)25.0018.00(TYP)18.00(TYP)9.00 (TY P ) 9.00 (TY P )23.006.3318.0 0 4.3325.508.8 7 6.08 24. 0 0 1911 6 7 46.1 7 46. 1 7 7.50 3.83 9.009.007.50 26.5 0 1 1 1 3 3 4 5 5 22.886 7 6 7 2 8 8 9 9 9 9 10 10 11 11 11 11 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUG E UGE UG E UGE UG E UGE UG E UGE GASGASGASGASGASGASGASGAS GASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO lllllllllllllllllllllllllllllllll >> l l l l l > > 11.43 915913914912913915913 91 4 913912913914l l l l l l13.82 13.66 13.58 13.50 13.60 13.92 14.00 14.00 13.92 13.30 13.36 12.50 12.25 12.50 12.65 13.93 13.93 14.00 14.14 14.14 14.00 13.93 13.93 13.93 13.62 13.48 13.15 13.0013.65 13.82 12.02 11.53 13.56 12.40 13.00 11.40 11.50 12.64 13.82 13.83 13.73 13.71 13.65 13.64 13.40 13.92 13.21 12.91 12.80 12.47 12.36 12.18 11.77 12.85 13.01 13.30 11.73 11.50 13.22 13.32 13.32 13.40 14.00 12.28 13.82 13.46 13.46 13.32 13.32 12.98 12.81 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:JEREMY E. ANDERSON 44223 10921005 APOLLO DRIVE RETAIL 601 APOLLO DR. LINO LAKES, MN 55014 07/29/22 RJK JEA GRADING LEGEND = EXISTING MAJOR CONTOUR = EXISTING MINOR CONTOUR = EXISTING CONTOUR LABEL = PROPOSED MAJOR CONTOUR = PROPOSED MINOR CONTOUR = PROPOSED CONTOUR LABEL = EXISTING SPOT ELEVATION* = PROPOSED SPOT ELEVATION* = PROPOSED SURFACE FLOW DIRECTION *SPOT ELEVATIONS ALONG CURB & GUTTER AND OTHER REVEALS ARE TO FLOWLINE, UNLESS OTHERWISE NOTED. 100 0'20'40' NOTES: 1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED DURING CONSTRUCTION. 2.SIDEWALKS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE, OR 5.00% LONGITUDINAL SLOPE. 3.CONCRETE ENTRANCES AND APPROACHES SHALL NOT EXCEED 2.00% CROSS SLOPE IN SIDEWALK AREAS. 4.ACCESSIBLE PARKING STALLS SHALL MEET ADA REQUIREMENTS, AND SHALL NOT EXCEED 2.00% CROSS SLOPE IN ALL DIRECTIONS. 5.PEDESTRIAN RAMPS SHALL MEET ADA REQUIREMENTS. 6.ALL EXCESS OR WASTE MATERIAL GENERATED AS PART OF CONSTRUCTION SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. 7.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9.ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 11.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 12.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. XX.XX 1 2 MATCH INTO EXISTING BITUMINOUS PAVEMENT MATCH INTO EXISTING CONCRETE MATCH INTO EXISTING CURB & GUTTER GRADE BREAK ADA PEDESTRIAN RAMP (SEE DETAILS) TIPPED CURB & GUTTER CURB TRANSITION CONSTRUCT 8' CURB CUT 7" STEP AT STOOP EDGE 3 4 5 KEY NOTES: GRADING PLAN C301LAKE DRIVEMARKET PLACE DRIVEAPO L L O D R I V E 1 2 3 3 4 4 PRO P O S E D B U I L D I N G AFFE = 9 1 4 . 5 0 PRO P O S E D B U I L D I N G BFFE = 9 1 4 . 5 0 5 1 4 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 2 2 3 3 8 EOF:911.90 EOF:911.93 EOF:913.00 9 8 9 9 9 UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUG E UGE UG E UGE UG E UGE UG E UGE GASGASGASGASGASGASGASGAS GASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO lllllllllllllllllllllllllllllllll ********************************************************************************************************************************************************************************************************** ***********************************>> l l l l l > >===================== = = = = = ========915913914912913915913 91 4 913912913914l l l l l lTHIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:JEREMY E. ANDERSON 44223 10921005 APOLLO DRIVE RETAIL 601 APOLLO DR. LINO LAKES, MN 55014 07/29/22 RJK JEA 0'20'40' NOTES: 1.ALL DISTURBED AREAS SHALL BE FINAL GRADED AND PERMANENTLY STABILIZED WITH THE SEED MIX IDENTIFIED ON PLANS. 2.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY. 3.INLET PROTECTION SHALL BE PROVIDED ON ALL CATCH BASINS AND INLETS DOWN GRADIENT OF CONSTRUCTION ACTIVITY. 4.PROVIDE SILT FENCE PERIMETER CONTROL DOWN GRADIENT OF ALL CONSTRUCTION ACTIVITY AND TEMPORARY STOCKPILES. 5.TEMPORARY STABILIZED CONSTRUCTION EXITS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 6.NO OFFSITE VEHICLE TRACKING IS PERMITTED. STREETS SHALL BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. 7.REFER TO THE SWPPP AND THE CITY OF LINO LAKES EROSION CONTROL REQUIREMENTS FOR FURTHER EROSION CONTROL SEQUENCING. 8.IN ADDITION TO THESE PLANS, A STORMWATER MANAGEMENT STUDY HAS BEEN PROVIDED. THE STORMWATER MANAGEMENT STUDY INCLUDES ADDITIONAL INFORMATION REGARDING THE DESIGN OF THE STORMWATER MANAGEMENT BMP. THE CONTRACTOR SHALL REVIEW THE STORMWATER BOOK AND COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS. 9.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 10.INFILTRATION AREAS SHALL NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND STABILIZED. ONLY LOW IMPACT TRACK EQUIPMENT SHALL BE USED WITHIN INFILTRATION AREAS. 11.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED UTILITIES. 1-800-252-1166. EROSION CONTROL QUANTITIES: STABILIZED CONSTRUCTION EXIT (1 EA) SILT FENCE (870 LF) BIOROLL (1,040 LF) MNDOT SEED MIX 25-151 (0.40 AC) INLET PROTECTION (4 EA) NOTE: QUANTITIES SHOWN ARE FOR SWPPP PLAN, AND ARE NOT FOR BIDDING PURPOSES. = EROSION CONTROL PLAN C501LAKE DRIVEMARKET PLACE DRIVEAPO L L O D R I V E PRO P O S E D B U I L D I N G A4,20 0 S F PRO P O S E D B U I L D I N G B2,24 0 S F SEED MIX 25-151 (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SILT FENCE (TYP.) SEED MIX 25-151 (TYP.) SEED MIX 25-151 (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) INLET PROTECTION (TYP.) BIOROLL PERIMETER PROTECTION AROUND PERVIOUS PAVEMENT AREAS (TYP.)BIOROLL PERIMETER PROTECTION AROUND PERVIOUS PAVEMENT AREAS (TYP.) BIOROLL PERIMETER PROTECTION AROUND PERVIOUS PAVEMENT AREAS (TYP.) ***** SWPPP NARRATIVE C606 THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN ERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2022 BY DESIGN TREE ENGINEERING 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. DRAWING NO. DRAWN BY: CHECKED BY: PROJECT NO.: NO.DATE DESCRIPTION DATE:LICENSE #: PRINTED NAME:F:\DESIGN TREE ENGINEERING\PROJECTS\109 - JAVA PROPERTIES\10922008 - APOLLO DRIVE RETAIL\CONSTRUCTS\CIVIL\10922008-C-DETAILS.DWG #### 7/28/2022JEREMY E. ANDERSON 44223 10921005 APOLLO DRIVE RETAIL 601 APOLLO DR. LINO LAKES, MN 55014 07/29/22 RJK JEA Project Description: The work on the project includes constructing two new retail buildings, along with parking areas and drive thru lanes. The project includes the construction of two new buildings, concrete sidewalks, new bituminous pavement, porous pavement, sanitary sewer piping, water service piping, and the installation of storm sewer piping and structures to newly constructed infiltration areas under the proposed porous pavement. The project is located southeast of Lake Drive, north of Apollo Drive, and west of Market Place Drive, in Lino Lakes, Anoka County, MN. The majority of the underlying soils on the property are in Hydrologic Soil Group "A" and have high infiltration rates when thoroughly wet. Receiving Waters: All existing stormwater runoff sheet flows southeast across the site to the stormwater system located within Market Place Drive. All stormwater runoff from proposed impervious surfaces will sheetflow across the new paved areas, and into the infiltration sections under the proposed porous pavement. The emergency overflows of these areas will ultimately discharge into said stormsewer sytem of Market Place Drive. Responsible Parties: The Owner and the Contractor are responsible co-permittees for the implementation of the SWPPP. The Contractor and Owner shall apply for the NPDES/SDS Construction Permit within 24 hours of award of Contract. The complete application must be submitted prior to start of construction activity. The Contractor is responsible for installation, inspection, maintenance, and repair of all erosion prevention and sediment control BMPs before, during, and after active construction. The Contractor shall amend the SWPPP before beginning construction to include the chain of responsibility of all operators on the site, or if not known, the title or position of the responsible party. The Contractor is responsible for identifying a trained person (as specified in the NPDES/SDS Contruction Permit) knowledgeable and experienced in the application of erosion prevention and sediment control BMPs who will oversee the implementation of the SWPPP before and during construction until the construction project is complete, the entire site has undergone final stabilization, and a Notice of Termination(NOT)/Permit Modification form has been submitted to the MPCA. The Owner must identify who will be responsible for the long-term operation and maintenance of all permanent stormwater management systems. The Contractor is liable until final stabilization of all disturbed areas is achieved and the Notice of Termination (NOT)/Permit Modification form is submitted to the MPCA (as specified in the NPDES/SDS Construction Permit). Once the identity of Responsible Parties is known, the SWPPP must be amended to include this information in the area below. Project Contacts: Project Engineer Owner Contractor Jeremy E. Anderson TBD Design Tree Engineering & Land Surveying 120 17th Ave W. Alexandria, MN 56308 (320) 762-1290 ext. 104 jea@dte-ls.com SWPPP Amendments: The Owner or Contractor must amend the SWPPP as necessary to include additional requirements, such as additional or modified BMPs that are designed to correct problems identified or address situations whenever: 1.There is a change in design, construction, operation, maintenance, weather or seasonal conditions that has a significant effect on the discharge of pollutants to surface water or underground waters. 2.Inspections or investigations by site owner or operators, USEPA or MPCA officials indicate the SWPPP is not effective in eliminating or significantly minimizing the discharge of pollutants to surface waters or underground waters or that the discharges are causing water quality standard exceedances. 3.The SWPPP is not achieving the general objectives of minimizing pollutants in stormwater discharges associated with construction activity, or the SWPPP is not consistent with the terms and conditions of this permit. 4.At any time after the permit coverage is effective, the MPCA deems necessary. Construction Notes: Construction shall be governed by the MnDOT Standard Specifications for Construction, latest edition, City of Lino Lake's Specifications, special provisions, amendments, and the project specifications and details. Permits and maps relating to this project's SWPPP can be found in the Project Documents. The Contractor shall keep inspection and maintenance logs and NPDES/SDS Construction Permit on-site at all times during active construction. Please refer to the plans and specifications for additional SWPPP information. Soil Compaction should be minimized and topsoil should be preserved whenever and wherever possible during construction All soil stockpiling shall include sediment control devices and shall be placed in areas away from surface waters or natural buffers. Special Waters, Impaired Waters, & TMDL Implementation Plans: The site is located within 1 mile of George Watch Lake, and Marshan Lake, which are considered impaired waters as identified by the MPCA. Both George Watch Lake, and Marshan Lake have an EPA-approved impairment for Nutrients. These impairments are considered to be construction related parameters and require the additional best management practices found in items 23.9 and 23.10 of the permit. All disturbed areas not actively being worked must be stabilized within 7 days. The Owner is responsible for the long term maintenance of all stormwater treatment facilities and private storm sewer systems. Inlet protection, silt fence, final stabilization, and other BMPs must be implemented prior to allowing any water runoff from being discharged off-site. Calculations: Disturbed Area XX AC Pre-Construction Impervious Area XX AC Post-Construction Impervious Area XX AC Net Increase in Impervious Area XX AC Sequence of Construction: The Contractor shall verify that all applicable permits have been obtained and the NPDES/SDS Construction Permit has been submitted to the MPCA prior to the start of construction. 1.The Contractor must plan for and implement appropriate construction phasing, vegetated buffer strips, horizontal slope grading, and other construction practices that minimize erosion. The location of areas not to be disturbed are shown on the plans. 2.The Contractor shall be responsible for full implementation and maintenance required by the SWPPP untill the Notice of Termination (NOT) is approved by the MPCA. 3.The Contractor shall construct erosion and sediment control BMPs in the following construction sequence: a.Install rock construction entrances where indicated in the plans. b.Install silt fence and inlet protection where indicated in the plans. c.Install silt fence around proposed infiltration BMPs to protect soils from compaction. d.Locate portable toilets on flat surfaces away from drainage paths. Position portable toilets so they are secure and will not tip or be knocked over. e.Construct concrete washout area and provide signage. f.Establish waste control areas. g.Rough grade site. h.Leave disturbed area of site in a roughened condition to limit erosion. Temporarily stabilize areas that will be inactive for a period of 7 days. i.Install storm drainage system and place inlet protection as each inlet is installed. Energy dissipation devices shall be installed and functional within 24 hours of connecting pip outlets to surface waters. j.Protect and repair BMPs, as necessary. k.Perform street sweeping as needed. l.Temporarily stabilize areas not actively being worked. m.Site construction (Utilities, paving, buildings, etc...) n.Final grading. o.Final stabilization (seeding, planting). Stabilized soil with the seed mix indicated on the plans. p.Construct stormwater infiltration areas only when contributing drainage area has been constructed and fully stabilized. q.Remove erosion control devices upon site establishment in accordance with the NPDES/SDS Notice of Termination (NOT) requirements. Final Stabilization: Final stabilization is not met until all of the following are completed: 1.Stabilization by uniform perennial vegetative cover (70% density of it's expected final growth). The seed mix indicated on the plan or sod shall be used for final stabilization. 2.Permanent stormwater management system is constructed, meets all requirements, and is operational. 3.Drainage ditches are fully stabilized. 4.All temporary synthetic and structural BMPs are removed. 5.Sediment from conveyance systems are cleaned out (returned to design capacity). 6.Notice of Termination (NOT) is submitted to the MPCA. Erosion Control Maintenance and Inspection: BMP inspection and maintenance Responsible Party: 1.Inspect erosion control devices and provide routine maintenance as follows: a.Inspect erosion control a minimum of once per week and within 24 hours of a rainfall event greater than 0.5" in 24 hours. b.Records of each inspection and maintenance activity shall include: ·Date and time of inspections. ·Name of person(s) conducting inspection. ·Accurate findings of inspection, including the specific location where corrective actions are needed. ·Corrective actions taken (including dates, times, and party completing maintenance activities). ·Date and amount of all rainfall events greater than 0.5" in 24 hours, and the amount of rainfall for each event. Rainfall amounts must be obtained by either a properly maintained rain gauge installed onsite, a weather station that is within 1 mile of the site, or a weather reporting system that provides site specific rainfall data from radar summaries. ·If discharge is observed during the inspection, the inspector must record and should photograph and describe the location of the discharge (i.e. color, odor, settled or suspended solids, oil sheen, and other obvious indicators of pollutants). ·Documentation of amendments to the SWPPP proposed as a result of the inspection as required by the NPDES/SDS Construction Permit. c.Inspections may be suspended where construction activity has been suspended due to frozen ground conditions. Inspections must resume within 24 hours of runoff occurring, or upon resuming construction, whichever comes first. 2.Provide maintenance for all devices as follows: a.Silt fences and erosion control devices at storm sewer inlets shall be inspected for depth of sediment, tears, to see if fabric is securely attached to support posts or structure, and to see that posts and devices are securely in place. b.Silt fence, inlet protection at storm sewer inlets, and other erosion control devices shall be cleaned when sediment reaches 1/3 of the height of the erosion control device. c.Rock construction entrances shall be inspected for clogging of rock. Rock that has become clogged with sediment shall be removed and replaced with clean rock. d.Repairs or replacement of all erosion control devices shall occur within 24 hours of discovery. e.Temporary sediment basins shall be cleaned when sediment reaches 1/2 of the outlet's height or 1/2 of the basins storage volume. The basin shall be drained and sediment removed within 72 hours. f.Temporary diversion berms shall be inspected and any breaches shall be promptly repaired. g.Tracked sediment from construction vehicles onto public streets and paved areas (including paved areas on the construction site) shall be removed within 24 hours of discovery. h.The bottom and side slopes of the proposed stormwater treatment basins shall be stabilized within 200 feet of the property lines or point of discharge to any surface water, including curb and gutter, pavement, storm sewer, swales, or other similar stormwater conveyance devices. i.Removal of all deltas and sediment deposited in surface waters and re-stabilization of exposed soils shall be accomplished within 7 days of discovery. Pollution Prevention Management Measures: 1.Storage, handling, and disposal of construction products, materials and wastes: a.The Contractor shall comply with the following to minimize the exposure to stormwater (any of the products, materials, or wastes/products which are either not a source of contamination to strormwater or are designed to be exposed to stormwater are not held to this requirement): ·Building products that have the potential to leach pollutants must be under cover (e.g. plastic sheeting or temporary roofs) to prevent the discharge of pollutants or be protected by a similarly effective means designed to prevent contact with stormwater. ·Pesticides, herbicides, insecticides, fertilizers, treatment chemicals, and landscape materials must be under cover (e.g. plastic sheeting or temporary roofs) to prevent the discharge of pollutants or protected by similarly effective means designed to prevent contact with stormwater. ·Hazardous materials, toxic wastes (including oil, diesel fuel, gasoline., hydraulic fluids, paint solvents, petroleum-based products, wood preservatives, additives, curing compounds, and acids), must be properly stored in sealed containers to prevent spills, leaks, or other discharge. ·Restricted access storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste or hazardous materials must be in compliance with Minn. R. ch. 7045 including secondary containment as applicable. ·Solid wastes must be stored, collected, and disposed of properly in compliance with Minn. R. ch. 7035. ·Portable toilets must be positioned so that they are secure and will not be tipped or knocked over. Sanitary waste must be disposed of properly in accordance with Minn. R. ch. 7041. 2.Fueling and maintenance of equipment or vehicles; spill prevention and response: a.The Contractor shall take reasonable steps to prevent the discharge of spilled or leaked chemicals, including fuel, from any areas where chemicals or fuel will be loaded or unloaded including the use of drip pans or absorbents unless infeasible. b.The Contractor must conduct fueling in a contained area unless infeasible. c.The Contractor must ensure adequate supplies are available at all times to clean up discharged materials and that an appropriate disposal method is available for recovered spilled materials. d.The Contractor must report and clean up spills immediately as required by Minn. Stat. 115.061, using dry clean up measures where possible. 3.Vehicle and equipment washing: a.If the Contractor washes the exterior of vehicles or equipment on the project site, washing must be limited to a defined area of the site. b.Runoff from the washing area must be contained in a sediment basin or other similarly effective controls and waste from the washing activity must be properly disposed of. 4.The Contractor must properly use and store soaps, detergents, and solvents. 5.No engine degreasing is allowed on site. 6.Concrete and other washout waste: a.The Contractor must provide effective containment for all liquid and solid wastes generated by washout operations (concrete, stucco, paint, form release oils, curing compounds, and other construction materials) related to the construction activity. b.The liquid and solid waste must not contact the ground, and the containments must be designed so that it does not result in runoff from the washout operations or areas. c.Liquid and solid wastes must be disposed of properly and in compliance with MPCA rules. d.A sign must be installed adjacent to each washout facility that requires site personnel to utilize the proper facilities for disposal of concrete and other washout wastes. Dewatering and Basin Draining: Dewatering or basin draining that may have turbid or sediment laden discharge water must be discharged to a temporary or permanent sedimentation basin on the project site whenever possible. Discharge from the temporary or permanent sedimentation basin must be visually checked to ensure adequate treatment is obtained in the basin and nuicance conditions, impacts to wetlands, and erosion in receiving channels or on down gradient properties will not result from the discharge. Adequate sedimentation control measures are required for discharge water that contains suspended solids. If using using filters with backwash water, either haul the backwash water away for disposal and return the backwash water to the beginning of the treatment process, or incorporate the backwash water into the site in a manner that does not cause erosion. Timing of BMP Installation: The erosion and sediment control BMPs shall be installed as necessary to minimize erosion from disturbed surfaces and capture sediment on site and shall meet the NPDES/SDS Construction Permit part VII requirements. Perimeter controls shall be placed prior to the start of any construction. All disturbed areas not actively being worked must be stabilized within 7 days. Storm Water Pollution Prevention Plan: The Permitees must implement the entire SWPPP and the requirement of the NPDES/SDS Construction Permit. The BMPs identified in the SWPPP and in the permit must be selected, installed, and maintained in an appropriate and functional manner that is in accordance with manufacturer specifications and accepted engineering practices. Temporary Sediment Basins: The area disturbed for construction does not drain more than 5 acres to a common discharge point, therefore a temporary sediment basin is not required. Future Operation and Maintenance (O&M): The Owner or its maintenance staff shall be responsible for performing future operations and maintenance of the permanent stormwater management systems on the property.CONTACTS AGENCY NAME PHONE NUMBER Anoka County Administrator (763) 324-4000 DNR Waters Janell Miersch (218) 739-7576 ext. 232 ACOE St. Paul Office (651) 290-5375 State Duty Officer MPCA (800) 422-0798 SWPPP Designer Michael Gerber, PE (320) 227-0203 Erosion Control Review Jeremy Anderson, PE (320) 460-7104 Erosion Control Supervisor TBD LOCATION OF SWPPP REQUIREMENTS DESCRIPTION TITLE SHEET # OR SPECIFICATION SECTION Receiving Surface Water RECEIVING WATER C101, C301 Final Stabilization Erosion Control Plan C501 Drainage Plans Site Grading & Utility Plan C301-C401 Drainage Details Details C601-C603 Erosion Control Sheets Erosion Control Plan C501 Erosion Control Details Details C604-C605 Erosion & Sediment Control Quantities Erosion Control Plan C501 Existing & Proposed Drainage Maps Final Stormwater Management Plan Project Manual UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UG E UGE UGE GASGASGASGASGASGASGASGAS GASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFORIM: 912.55 INV:907.25 RIM: 911.83 INV SE: 907.58 RIM: 911.78 INV NE: 907.13 llllllllllllllllllllRIM: 911.06 INV SW: 907.31 RIM: 911.30 INV NE: 906.80 INV W: 906.80 INV E: 906.75 RIM: 911.68 INV NW: 906.15 INV S: 906.13 INV E: 906.15 RIM: 911.32 INV W: 906.65 RIM: 911.76 INV E: 905.71 INV S: 906.56 RIM: 911.67 INV: UNABLE TO OBTAIN RIM: 911.64 INV NE: 902.78 INV E: 902.96 INV W: 904.78 RIM: 911.32 INV NE: 900.86 INV SE: 900.96 INV SW: 900.86 MONUMENT SIGN BENCHMARK TOP NUT OF HYDRANT ELEV: 916.93 BENCHMARK TOP NUT OF HYDRANT ELEV: 914.22lllll llllllllS25°06'27"W 251.55N64 ° 5 3 ' 3 3 " W 2 0 2 . 2 0 N24°22'21"E 204.94N00°33'31"E 57.18CH BRG=S75°13'57"E CH=191.70S20°02'40"E 56 .42 10. 0 15. 0 10.0 15.0 10.0 10.010.014.0 14.0 14.0 157.4447.50>> >> >> >> >> >> >> >> >> >> >> >> > > > > l l l l l l l l l l l > > >> >915913914912913915913 91 4 913912913914l l l l l l l l l l l l>>>>>>>>>>SP (4) NM (5) CH (1) CH (1) CH (1) CH (1) MJ (10) AF (26) KF (15) KF (19)MJ (10) SY (4) AM (10) AJ (5) AJ (10) KF (5) SJ (7) RS (20) SP (3) SS (5) SS (4) LP (9) BL (3) MJ (9) AF (10) MJ (9) AF (10) MJ (9) AF (10) SL (4) RS (10) SE (8) KF (9) SE (8) KF (12) AF (5) BL (4) KF (40) AF (15) MJ (10) GL (7) GL (8) SOD SOD SOD SOD SOD SOD SOD SOD 3" ROCK MULCH 3" ROCK MULCH & EDGING 3" ROCK MULCH & EDGING 3" ROCK MULCH 3" ROCK MULCH 3" ROCK MULCH 3" ROCK MULCH EDGING EDGING 3" ROCK MULCH 3" ROCK MULCH & EDGING 3" ROCK MULCH & EDGING 3" ROCK MULCH & EDGING 3" ROCK MULCH 3" ROCK MULCH & EDGING 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE:____________________ JOSEPH L. SCHEFFLER PROJECT NUMBER PROJECT NAME SHEET NUMBER SHEET TITLE 08-10-2022 REVIEW Date: License #:PLAN-TypeSITE PLANNING & LANDSCAPE ARCHITECTUREMinneapolis, MN info@plan-type.com55597 08-10-2022 DRAWN BY PROJECT MANAGER LOUIE J + L APOLLO DRIVE RETAIL LINO LAKES MINNESOTA 22-08-01 ISSUE LOG LANDSCAPE PLAN L101Know what's below. before you dig.Call R N 0 SCALE: 1"=20' 2010 40 LANDSCAPE REQUIREMENTS ·CANOPY COVER SF REQUIRED = 40% OF VEHICULAR HARDSCAPE SF ··27,347 SF VEHICULAR SF = 10,939 SF OF CANOPY COVER REQUIRED ··12,000 SF CANOPY COVER PROVIDED ·FOUNDATION PLANTINGS = 2 LARGE TREES & 6 LARGE SHRUBS PER 100 LF OF STREET FACING FOUNDATION ··354 LF FOUNDATION = 7 LARGE TREES & 21 LARGE SHRUBS REQUIRED ··1 LARGE & 9 MEDIUM TREES PROVIDED (7 TOTAL) - 9 MEDIUM ADDED TO NORTH OPEN SPACE AREA ··15 LARGE & 23 MEDIUM SHRUBS PROVIDED (30.34 LARGE SHRUBS) ·OPEN SPACE PLANTINGS = 2 LARGE TREES & 3 LARGE SHRUBS PER 2,000 SF OPEN SPACE ··13,149 SF OPEN SPACE = 13 LARGE TREES & 20 LARGE SHRUBS REQUIRED ··7 LARGE & 9 MEDIUM TREES PROVIDED (13 TREES TOTAL) ··35 MEDIUM SHRUBS PROVIDED (23.34 LARGE SHRUBS) ·BUFFER YARD = 30" TALL CONTINUOUS BUFFER BETWEEN SIDEWALK AND PUBLIC ROW & 1 LARGE TREE FOR EVERY 50 FT OF BUFFER ··640 LF OF BUFFER = 13 TREES REQUIRED ··13 TREES PROVIDED & BUFFER NOTES: ·OBTAIN ALL NECESSARY PERMITS FOR PLANTING IN ALL R.O.W. AND VERIFY ALL UTILITIES WHICH MAY EFFECT THEIR WORK. ·COMPLETE WORK PER OWNERS CONSTRUCTION SCHEDULE AND COORDINATE WORK WITH OTHERS ON SITE. ·ALL PLANT MATERIALS TO BE GUARANTEED ONE (1) FULL YEAR FROM THE COMPLETION AND ACCEPTANCE BY OWNER, WITH ONE TIME REPLACEMENT AT APPROPRIATE TIME ·REPLACEMENT TOPSOIL (WHEN REQUIRED) SHOULD BE CLEAN, FREE OF DEBRIS, ROCKS AND WEEDS. ·VERIFY TOPSOIL DEPTH AND NOTIFY OWNER OF ANY DEFICIENCY. ·SOD TO BE A KENTUCKY BLUEGRASS SEED VARIETY. NO GUARANTEE ON SOD EXCEPT SOD THAT IS NOT ACCEPTABLE AT TIME OF COMPLETION. STAKE SOD ON SLOPES 3:1 AND GREATER. ·WHERE EXISTING HARDSCAPE AREAS ARE TO BE REPLACED WITH LANDSCAPING, PROVISIONS SHOULD BE TAKEN TO COORDINATE EXCAVATION OF SUBSOIL TO A DEPTH OF 6" WITH GRADING CONTRACTOR. REPLACE WITH COMPACTED TOPSOIL. ALL AREAS TO BE LANDSCAPED AND SODDED SHALL BE GRADED SMOOTH AND EVEN. ·SOD ALL AREAS WHICH ARE DISTURBED BY CONSTRUCTION INCLUDING ALL R.O.W. AND ADJACENT PROPERTIES. ·PROVIDE BLANKET ON ALL SEEDED AREAS THAT ARE SLOPED. MULCH APPLICATION FOR ALL OTHER SEEDED AREAS SHALL BE HYDROMULCH OR DISCED STRAW DEPENDING ON SEED TYPE. ·INSTALL BLACK VINYL EDGING AROUND ALL PLANTING BEDS AS SHOWN ON PLAN. ·MULCH TO BE FINELY SHREDDED, UNDYED, HARDWOOD ORGANIC MULCH INSTALLED TO 4" DEPTH. ··NO WEED FABRIC BARRIER BENEATH ORGANIC MULCHES. ··NO EDGING AROUND TREES OUTSIDE OF SHRUB BEDS. ·ROCK MULCH SHALL BE 1-1/2" DIAMETER BUFF LIMESTONE ROCK INSTALLED TO 3" DEPTH WITH APPROVED WEED FABRIC BARRIER. ·INSTALL IRRIGATION SYSTEM PER IRRIGATION PLAN. IRRIGATION DESIGN SHOULD ENCOMPASS ALL LANDSCAPE AREAS WITH SOD AND PLANTINGS. R.O.W. TO BE IRRIGATED FROM SPRINKLER HEADS LOCATED WITHIN PROPERTY BOUNDARY. MINIMIZE OVER SPRAY. ··COORDINATE INSTALLATION OF ALL PVC SLEEVES UNDER DRIVE AREAS WITH GENERAL CONTRACTOR. ·CLEAN ALL PAVEMENT AREAS AFTER ALL LANDSCAPE INSTALLATION IS COMPLETE AND ACCEPTED BY OWNER, DAILY CLEANING TO BE COMPLETED IF REQUIRED BY THE MUNICIPALITY. SCARIFY & SPREAD ROOT MASS OVER-EXCAVATE 6" SUBGRADE REMOVE DEAD & BROKEN BRANCHES EXCAVATE ROOT FLARE, PLACE AT FINISH GRADE 4" DEPTH MULCH FINISH GRADE PROTECT MAIN LEADER, REMOVE DEAD & BROKEN BRANCHES STAKE & GUY AS NEEDED 4" DEPTH MULCH, DO NOT PLACE WITHIN 2" OF TRUNK EXCAVATE ROOT FLARE, PLACE AT FINISH GRADE CUT & REMOVE ALL TWINE, BURLAP & WIRE BASKET, PLACE ON UNDISTURBED SOIL SUBGRADE WRAP TREE, FALL INSTALLATION ONLY FINISH GRADE DECIDUOUS TREES CH 2.5" CAL.B&B 50'H x 50'WCOMMON HACKBERRY Celtis occidentalis NM 2.5" CAL.B&B 50'H x 35'WNORTHWOOD MAPLE Acer rubrum 'Northwood' SL 2.5" CAL.B&B 50'H x 30'WSKYLINE HONEYLOCUST Gleditsia tricanthos var. inermis 'Skycole' LANDSCAPE PLANT LEGEND EVERGREEN TREES SP B&B 40'H x 30'WSCOTCH PINE Pinus sylvestris SS B&B 25'H x 10'WSWISS STONE ALGONQUIN PILLAR Pinus cembra 'Algonquin Pillar' SJ B&B 15'H x 4'WSPARTAN JUNIPER Juniperus chinensis 'Spartan' 6' HT 6' HT 4' HT BL 2.5" CAL.B&B 50'H x 25'WBOULEVARD LINDEN Tilia americana 'Boulevard' SY 2.5" CAL.B&B 60'H x 45'WEXCLAMATION! SYCAMORE Platanus x acerifolia 'Morton Circle' 4 7 5 4 4 7 9 7 LP B&B 25'H x 10'WLIMBER NORTHERN BLUE PINE Pinus flexillis 'Northern Blue'6' HT9 SHRUBS AJ POT 6'H x 4'W15AMBER JUBILEE NINEBARK Physocarpus opulifolius 'Jefam' MJ POT 5'H x 6'W57MANEY JUNIPER Juniperus chinensis 'Maneyi' AF POT 5'H x 4'W76ARCTIC FIRE DOGWOOD Cornus stolonifera 'Farrow' AM POT 4'H x 4'W10AUTUMN MAGIC CHOKEBERRY Aronia melanocarpa 'Autumn Magic' GL POT 2'H x 8'W15GRO-LOW FRAGRANT SUMAC Rhus aromatica 'Gro-Low' SE POT 1.5'H x 2'W16AUTUMN FIRE Sedum x 'Autumn Fire' KF #1 CONT.POT 4'H x 3'W100KARL FORESTER FEATHER REED GRASS Calamagrotis x acutiflora 'Karl Forester' ORNAMENTAL GRASSES PERENNIALS #2 CONT. #2 CONT. #2 CONT. #2 CONT. #2 CONT. #1 CONT. RS POT 4'H x 3'W30RUSSIAN SAGE Salvia yangii #1 CONT. EDGING - --- LF ROCK MULCH - --- CY MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - --- CY Close up of 601 Apollo Drive parcel from Master Landscape Plan for Lino Lakes Marketplace, dated 10-04-21. UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UG E UGE UGE GASGASGASGASGASGASGASGAS GASGASFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFORIM: 912.55 INV:907.25 RIM: 911.83 INV SE: 907.58 RIM: 911.78 INV NE: 907.13 llllllllllllllllllllRIM: 911.06 INV SW: 907.31 RIM: 911.30 INV NE: 906.80 INV W: 906.80 INV E: 906.75 RIM: 911.68 INV NW: 906.15 INV S: 906.13 INV E: 906.15 RIM: 911.32 INV W: 906.65 RIM: 911.76 INV E: 905.71 INV S: 906.56 RIM: 911.67 INV: UNABLE TO OBTAIN RIM: 911.64 INV NE: 902.78 INV E: 902.96 INV W: 904.78 RIM: 911.32 INV NE: 900.86 INV SE: 900.96 INV SW: 900.86 MONUMENT SIGN BENCHMARK TOP NUT OF HYDRANT ELEV: 916.93 BENCHMARK TOP NUT OF HYDRANT ELEV: 914.22lllll llllllllS25°06'27"W 251.55N64 ° 5 3 ' 3 3 " W 2 0 2 . 2 0 N24°22'21"E 204.94N00°33'31"E 57.18CH BRG=S75°13'57"E CH=191.70S20°02'40"E 56 .42 10. 0 15. 0 10.0 15.0 10.0 10.010.014.0 14.0 14.0 157.4447.50>> >> >> >> >> >> >> >> >> >> >> >> > > > > l l l l l l l l l l l > > >> >915913914912913915913 91 4 913912913914l l l l l l l l l l l l>>>>>>>>>>SOD SOD SOD SOD SOD SOD SOD SOD 3" ROCK MULCH 3" ROCK MULCH & EDGING 3" ROCK MULCH & EDGING 3" ROCK MULCH 3" ROCK MULCH 3" ROCK MULCH 3" ROCK MULCH EDGING EDGING 3" ROCK MULCH 3" ROCK MULCH & EDGING 3" ROCK MULCH & EDGING 3" ROCK MULCH & EDGING 3" ROCK MULCH 3" ROCK MULCH & EDGING 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 LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. SIGNATURE:____________________ JOSEPH L. SCHEFFLER PROJECT NUMBER PROJECT NAME SHEET NUMBER SHEET TITLE 08-10-2022 REVIEW Date: License #:PLAN-TypeSITE PLANNING & LANDSCAPE ARCHITECTUREMinneapolis, MN info@plan-type.com55597 08-10-2022 DRAWN BY PROJECT MANAGER LOUIE J + L APOLLO DRIVE RETAIL LINO LAKES MINNESOTA 22-08-01 ISSUE LOG GROUND COVER PLAN L102Know what's below. before you dig.Call R N 0 SCALE: 1"=20' 2010 40 EDGING - --- LF ROCK MULCH - --- CY MULCH (TREES/SHRUBS OUTSIDE OF BEDS) - 3 CY