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Home My WebLink About02/22/2017 Env Board PacketCity of Lino Lakes Environmental Board Meeting February 22, 2017 6:30 p.m. AGENDA 5:30 p.m. Meeting Earth Day for Preparation 1. Call to Order 2. Swearing In of New & Returning Members — Shawn Holmes, Alex Schwartz, Liz Kaufenberg 3. Approval of Agenda 4. Approval of Minutes 5. Open Mike 6. Action Items A. Bald Eagle Erectors 7. Discussion Items A. Paul Gardner, free curbside clothing & home goods recycling program B. Jon Klapperich (Waste Wise) and Amy Ulbricht (Anoka County), Business Recycling in Lino Lakes C. Event Dates D. Earth Day 7. Adj ourn 1. 2 CITY OF LINO LAKES ENVIRONMENTAL BOARD MINUTES DATE TIME STARTED TIME ENDED MEMBERS PRESENT MEMBERS ABSENT STAFF PRESENT CALL TO ORDER: January 25, 2017 6:31 P.M. 7:51 P.M. Paula Andrzejewski, Liz Kaufenberg, Nancie Klebba, John Sullivan, Alex Schwartz Steve Heiskary Marty Asleson, Nan An Ms. Klebba called the Lino Lakes Environmental Board meeting to order at 6:31 p.m. on January 25, 2017. APPROVAL OF AGENDA: ADDED: Voting in Chair and Vice Chair Ms. Andrzejewski nominated Mr. Heiskary as Chair and Ms. Klebba as Vice Chair. Ms. Kaufenberg seconded the nomination. All in favor. Ms. Andrzejewski made a MOTION to approve the Agenda with the changes. Ms. Kaufenberg seconded motion. Motion carried 4- 0. ADDED: Mr. Asleson asked if the below items could be added: D. Arbor Day E. Earth Day 3. APPROVAL OF MINUTES December 21. 2016 Mr. Sullivan made a MOTION to approve the December 21, 2016 Meeting Minutes. Motion was seconded by Ms. Andrzejewski. Motion carried 4-0. DRAFT MINUTES 4. OPEN MIKE Declared Open Mike at 6:34 p.m. Closed Open Mike at 6:35 p.m. 5. ACTION ITEMS A. Erickson Estates, 63 White Pine Road, Preliminary The applicant has submitted a land use application for Comprehensive Plan amendment. The proposed development is a 2 lot single family residential subdivision located at the northwest quadrant of White Pine Road and Baldwin Lake Road. The development contain on 4.38 gross acre parcel and is Erickson Estates. The proposal is a Comprehensive Plan Amendment because the City will need to amend the Future Land Use Map from Urban Reserve to Low Density Residential. The proposal is a rezoning because the land would need to change from R, Rural to R -1X, and single Family Executive. ANALYSIS The four -acre site contains a single-family home connected to public water and sewer, area has wetlands, pond, mowed grassland, and tree coverage. Per the Subsurface Geotechnical Assessment, groundwater was not encountered in the boreholes. The Rice Creek Chain of Lakes Regional Park Reserve abuts the property to the north. Concerning the Comprehensive Plan, Erickson Estates is consistent with the goals and policies of the comprehensive plan, resource management, land use, housing, transportation and utilities. The Resource Management System Plan identifies the following in the area: • Proposed Trail • Greenway system connectivity A future trail north south through the Regional Park is indicated on the future park plan Resource Management Plan. Erickson Estates does not negatively impact these plans. The greenway corridor extends into the north portion of the parcel incorporating the wetland and floodplain areas. This corridor will be preserved with a conservation easement. DRAFT MINUTES Density and Land Area Calculations Comments: The area of the wetland buffer conservation easement shall be provided. Storm Water Management and Erosion and Sediment Control No storm water management facilities are proposed. The City Engineer will review and comment on the plan. Tree Preservation Currently there are 16 trees proposed for removal. Since these trees are located within the BUA and are outside of the ESA, no tree mitigation is required. Mr. Asleson would like to add protection of the oak trees in the area from construction. Landscaping No boulevard trees or open space landscaping are required Environmental Assessment Worksheet (EAW) An Environmental Assessment Worksheet is not mandated. Wetlands According to the report prepared by Kjolhaug Environmental Services Company, Inc, two wetlands were identified on the subject site. Per the preliminary plat, the total combined wetland area is 0.21 acres. The site is located within the RCWD Wetland Management Corridor. Because of this location, a conservation easement covering an average 50 foot wide wetland buffer is required along the northern wetland. Shoreland Management Overlay The site is located in a Shoreland Management Overlay district. Baldwin Lake is a classified as a Recreational Lake. A setback of 150 feet from the OHWL is required for all primary and accessory structures. Impervious surface coverage of 30% applies to all lots within the overlay district. The 150 foot setback from the OHWL does not encroach onto Lot 1 or Lot 2 of the proposed development so is not an issue. Impervious surface coverage will be reviewed with the building permit but given the large size parcels, impervious coverage should not be an issue. DRAFT MINUTES Comprehensive Plan Amendment Erickson Estates will preserve open space and enhance the ecological system by dedicating a conservation easement over the wetland management/greenway corridor. Park dedication fees will be collected. Right-of-way will be platted and drainage and utility easements will be dedicated to preserve a corridor to extend public utilities in upon future development. Rare and Unique Features There are no rare and/or unique feature records on this site. Ms. Kaufenberg would like to see signage on the buffer wetland. Ms. Andrzejewski and Mr. Schwartz both would like to see a future proposed trail map and the location of the trail. Mr. Asleson made the suggestion that if any oak trees out of the construction area are wounded that measures are taken to control oak wilt. Mr. Schwartz made a Motion to approve the preliminary plat with the Environmental board recommendations. Motion seconded by Ms. Kaufenberg. Motion passed 5-0. 6. DISCUSSION ITEMS A. Goals/2017 Revision Review 2017 Environmental Board Goals were discussed at the November 30, 2016 meeting. Revised at the December 11, 2016 Environmental Board meeting and will be presented at the City Council Work session on February 6, 2017 B. Recycling Updates — Nan Jia Ms. Jia went over Commercial Recycling Mandate which states that as of January 1, 2016 any business in the seven -county metro area that generates four cubic yards of more of solid waste per week must begin recline at least three materials, such as paper, glass, plastic and metal. In addition, professional and collegiate sports facilities anywhere in the state will also have to recycle at least three materials. Industries exempt from the new rules include agriculture, construction and manufacturing. Ms. Andrzejewski asked if Ms. Jia has reached out to the schools about recycling at least three materials. As of now the school has been recycling only paper. If you went to the student councils and let the students, be the champions. DRAFT MINUTES Ms. Klebba wanted to know if the schools would be able to receive new recycling labels for the recycling containers to make people aware of what can go in the containers. Ms. Jai said yes, free labels is part of Anoka County Business Recycling Assistance Program. In addition, the county works with the schools. Ms. Jia had a PowerPoint presentation on the 2016 tonnage. Lino Lakes goal was 2049 tons and we only collect 1628.57 tons, which is 79% of our goal. This is the first time Lino Lakes has not made the goal. One of the problem is that when people recycling container is full they put the recycling into the garbage instead. Would like to see recycling more often than every two weeks. Organic in 2016 was 183 participants and up to date is now 201 participants. Ms. Kaufenberg was wondering how we could get the schools involved. Ms. Jia mentioned that she was over at Columbia Heights school, it is very organized with labeled containers, and staff that will watch and make sure the items are going into the right container. Ms. Andrzejewski stated the problem at Centennial is that the schools are short staffed so one way for it to work would be to get students involved and staffing the recycling lunchroom containers. Ms. Jia stated Anoka County will pay for the sorting tables and bins but at this time, the Centennial School District is not interested. Ms. Andrzej ewski thought a survey it would interesting about recycling and have the results available for Earth Day. Such as if, your recycling container is full do you put the recycling in the garbage container. Are you confused about recycling or what to recycling? Ms. Jia will work on the survey and invited board members to send her suggestions. C. Community Gardens Mr. Asleson brought to the board that the American Legion is thinking of making an additional parking lot that will encroach into the community garden area. Suggestion were to see if the soil in the garden area could be improved. This will be discuss again at another Environmental Board meeting. DRAFT MINUTES D. Arbor Day Mr. Asleson mentioned that Lino Lakes Elementary School would not host Arbor Day this year because of the construction going on at the school. He asked Ms. Andrzejewski if Rice Lake Elementary School would be interested and if so he will contact her later about Arbor Day. E. Earth Day Planning Mr. Asleson said that there is an Earth Day planning meeting on February 16 at Wargo Nature Center at 2:30pm. Mr. Asleson wanted to know if Mr. Sullivan was interested in going. The Environmental Board would like to have an Earth Day planning meeting on February 22 at 5:30 at City Hall. F. Meeting Dates for 2017 The meeting dates were discussed and was decided that December 20 would be a better meeting date than December 29. Ms. Kaufenberg motioned the approved of the meeting dates for 2017. Ms. Andrzejewski seconded. Approved 5-0 Ms. Kaufenberg would like to have the meeting dates for all events for the year. 7. ADJOURNMENT Ms. Andrzejewski made a MOTION to adjourn the meeting at 7:51pm. Ms. Kaufenberg supported motion. Motion carried 5 - 0. Respectfully submitted, Mary Fogarty Office Tech 1 DRAFT MINUTES ENVIRONMENTAL BOARD AGENDA ITEM 6A STAFF ORIGINATOR: Marty Asleson, Environmental Coordinator MEETING DATE: February 22, 2017 REQUEST: Conditional Use Permit for Open and Outdoor Storage for Bald Eagle Erectors (7309 Lake Drive) APPLICANT: Bald Eagle Erectors Attn: Dave Bice 7309 Lake Drive Lino Lakes, MN 55014 OWNER: Same BACKGROUND The applicant, Bald Eagle Erectors, owns the 5.45 acre parcel located at 7309 Lake Drive. The request from Bald Eagle Erectors is a request to bring the property into conformance with the open and outside storage requirements of the Light Industrial zoning district through the issuance of a conditional use permit.. The applicant primarily leases the site to Mobile Mini, a company that leases construction trailers and outside storage bins which are stored on site. The applicant is proposing to pave a portion of their property for outdoor storage and install stormwater management upgrades. Information submitted for City review includes: • Survey information from Kaskaskia Engineering Group, LLC., dated 12/06/16 • Preliminary Plans and Stormwater specs prepared by Larson Engineering • Rice Creek Watershed District permit application • Land use agreement • Project Description prepared by Pulse Land Group, INC. HISTORY The property was originally the offices of Glenn Rehbein Excavating dating back to the early 1970's. The property included offices, shops and exterior storage of equipment and materials used in the everyday activities of the business. Tshchida Excavating followed Rehbein Companies in 1995. In 2001, Diamond Dirt purchased the property, occupied by Kieger Enterprises, a contracting firm that specialized in natural disaster cleanup. Beaver Landscaping and StoneWest occupied the site as the principal tenants in the mid 2000's. Since the departure of Beaver Landscaping in 2007 the site has been occupied by a number of businesses at any given time. In February 2000, the City amended the Zoning Ordinance related to outside storage in the LI, Light Industrial Zoning District. While still allowed by conditional use permit, outdoor storage accessory to a permitted use, was further restricted by the current provisions. At the time of adoption in February 2000, the use at 7309 Lake Drive did not meet requirements of the ordinance. Specifically, the property did not meet the area, screening or the surfacing requirements. Therefore as of February 28, 2000 the property became a legal non -conforming use. The site continued to be used for exterior storage by a number of businesses over the next 10 years. However, records indicate that the storage area was reduced to approximately 1.5 acres by 2010, in effect reducing the non- conformity. Mini Mobile's use of the site, starting in 2011, greatly expanded the exterior storage use, in violation of the City Zoning Code. In 2013 the City, Mini Mobile and the previous property owner entered into a settlement agreement requiring the site to be brought into full compliance related to outdoor storage by December 31, 2017. The new owner, Bald Eagle Erectors has applied for a Conditional Use Permit for the purpose of meeting these requirements. ZONING ANALYSIS Requirements for CUP In addition to the administrative requirements of a conditional use permit, the following specific performance standards of Section 1007.120 (9) (e) must also be met: (e) Open and outdoor storage (not outdoor sales lots) as an accessory use provided that: The designated storage area shall comply with all building setback requirements for the district. Outside storage is prohibited between the principal structure and any public right-of-way. Vacated 4th Avenue shall not be treated as a street, but as a rear yard. 4th Avenue still exists as an access ingress/egress for Centennial Middle School and Blue Heron Elementary School, and as a public utility corridor. Fifteen (15) feet shall be provided as measured from the former property/street right of way and 10 feet from the side yard. 2. The storage area is landscaped and screened from view of adjacent uses and public rights-of-way via a fence and greenbelt planting strip, in accordance with § 1007.043 (17) (f) of this Ordinance. 2 The property must become compliant per section 1007.043 (17) ()9. Currently there is a 6' chain link fence around the south, west, and north boundaries of the property. An 8' wood fence exists along the east section of the property, abutting Lake Drive, which provides screening for the single family homes located to the east. The existing fence abutting Lake Drive has landscaping. The 8' fence is in compliance with the current ordinance. The 6' fence is not in compliance with the current ordinance. 3. The entire storage area is fenced and secured in an appropriate manner. The site is currently fenced and secured. However staff recommends that the perimeter of the storage area be delineated by fence, curbing or other barrier. 4. The storage area is blacktopped or concrete surfaced, unless an alternative wear -resistant material is determined by the City Engineer to be suitable to control dust and drainage and is specifically approved by the City Council. The open and outdoor storage area will be blacktopped with 5 " bituminous pavement placed in 2 lifts, with 8 "base aggregate on top of existing subgrade soil. New concrete apron will be located along the west side of the existing building and wrap half way around the south of the building. The concrete will 6"Portland cement concrete with a 6" base aggregate on top of existing subgrade soil. 5. The storage area does not take up parking space or loading space as required for conformity to this Ordinance and is not located in the front yard. The storage area is located in the south-west portion of the property. The parking lot is located between Lake Drive and the existing building, where storage is not permitted. The storage area will not have any negative impacts on the existing parking space. 6. The property shall not abut I -35W or I -35E. The property does not abut I -35W or I -35E. 7. The ratio of storage area to building footprint shall not exceed 2.5:1. The site is located on 5.45 acres. The existing building footprint is 27,306 SF x 2.5= 68,256 SF of maximum outside storage. The proposed plan designates 65,021 SF of outside storage which falls into the allowed area. 8. All parking, loading and truck staging activities shall occur on site. On - street parking and loading associated with the use is prohibited. All parking and loading occurs on site. No off street activities are proposed. 3 9. Storage shall not include material considered hazardous under Federal or State Environmental Law. Mobile Mini is a company that ships outside storage bins and stores them outside as they are transported in and out of the property. The storage bins are empty and not used to store hazardous materials. Bald Eagle Erectors will be storing job trailers, oxygen and acetylene cages, steel racks, utility trailers and wood bundles on site. All items stored on site must be stored on designed storage area. SITE PLAN Staff has concerns regarding additional storage being placed off delignated paved area designated for outdoor storage. Some measures shall be taken to prevent storage being placed off defined storage area, either with a fence, curb and gutter, or bollards. The open area south of the building cannot be used for storage or parking of any kind. This area should be returned to natural ground cover and have a control measure to insure the space is not used for any other purpose. Soils The Site Soils consist of LNA, or Lino A soils. These soils are fine sandy with a rapid permeability. These soils are good for infiltration. Grading and Stormwater Management. For Light Industrial Zoning, the maximum impervious surface coverage must be 75% or less of the total lot area. The site design meets that. New impervious area surface waters flow to the proposed infiltration basin. Rice creek watershed, and our city engineers will verify that the pond is adequate size for the newly created impervious. Landscape Open Space other than impervious south of the building The open area south of the building cannot be used for storage or parking of any kind. This area should be returned to natural ground cover and have a control measure to insure the space is not used for any other purpose. • A low profile native seed mix should be planted in this area or turf with an irrigation system. 2 Additionally, some measures shall be taken to prevent storage being placed off defined storage area, either with a fence, curb and gutter, or bollards. Infiltration Pond/Landscaping • The pond area subject to periodic wetness should have a mesic prairie mix such as MNDOT 35-641 • Above the area of the pond and extending out into the buffering areas, a dry prairie mix such as MNDOT 35-621 should be used. • Trees should not be lined up but scattered in the pond area. Evergreens should not be used. A good substitute would be Swamp White Oak. • Native shrubs should be used for the proposed shrubs. Red twig dogwood and yellow twig dogwood would be a good substitute. • Screening along 4th avenue has to be an 8 foot 100 % screen fence, plus more plants will be needed. A design must be submitted to meet the zoning code • The open area south of the building cannot be used for storage or parking of any kind. This area should be returned to natural ground cover and have a control measure to insure the space is not used for any other purpose. A low profile native seed mix should be planted in this area or turf with an irrigation system. Rare and Unique Environmental Features There are no Rare and /or unique features on this site, including the Blanding's Turtle Model of Lino Lakes. Drinking Water Service Management Area (DWSMA)/Aquafur Vulnerability The site does not fall into the DWSMA Area. E RECOMMENDATION Recommend project approval with staff and Environmental Board recommendations. ATTACHMENTS 1. Bald Eagle Erectors Location and Design Features 2. Bald Eagle Erectors Civil Plans 2 "Mlww,f PiProjeclslProjects - 201T12176003 - Bald Eagle Outside Storage CUP1C. DesignOtawing Files\12176003 - C1.O.dwg EX STING BUILDING V 4: 4 p 1 4 4 I ' . ;ef I Xr. r� I t rja SYMBOLLEGEND �: •• REMOVE AND DISPOSE OF EXISTING r }• v •��•'- CONCRETE PAVEMENT SECTION KEY NOTES 1O SAWCUT, REMOVE, AND DISPOSE OF ms-nNG CONCRETE PAVEMENT SECTION. O2 REMOVE AND DISPOSE OF EXISTING TREE, STUMP, AND ROOTS. 3O REMOVE AND DISPOSE OF EXISTING ROCK AND BRUSH FROM EXISTING POND. ® PROTECT EXISTING UTILITIES, BOLLARDS, TREES, BUILDING, CONCRETE, FENCF_, ETC DURING- DEMOI ITION AND CONSTRUCTION. OS REMOVE AND SALVAGE EXISTING FENCE FABRIC AND POSTS. REINSTALL BEFORE CONSTRUCTION COMPLETION. DEMOLITION NOTES 0 NORTH 0 15 30 60 � � z o� v- s C o �z E a 0 m J N m L C nmm o J m m W 7 +• Q w` RAJJPI Jwm�m� m W �/� rn VNJ O V I e > Z Q0, �2 v WVYW Q< z W _ a � M U Q Wn� QI.L Z v U111 Lr) > z W o� �UYW O Q -j ti0C)-J r n N(j 0 a` I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed ofthe state of Minnesota. Matt Woodruff, P.E. Date: 01.11.17 Reg. No.: 41885 Rev. Dale D—ipfion Project #. 12176003.000 Drawn By: NJN Checked By: MJW Issue Date: 01.11.2017 Sheet Title: DEMOLITION PLAN C1.0 z 2. It is the responsibility of the Contractorto perform or coordinate all necessary utility demolitions and relocations from existing utility locations C to all onsite amenities and buildings. These connections include,but are L not limited to, water, sanitary sewer, cable tv, telephone, electric, site gas, r lighting, etc. Q 3. Priorto beginning work,contact Gopher State Onecall(651454-0002)to locate utilities throughout the area under construction. The Contractor shall retain the services of a private utility locatorto locale the private a utilities. a I° 4. Sawcut along edges of pavements, sidewalks, and curbs to remain. Q 5. All construction shall be performed in accordance with state and local a standard specifications for construction. � (I r�}; C it- j I� F- / U; z !I I s � Q I I / O I z I 1 I zz_ f G � / J LU 0 NORTH 0 15 30 60 � � z o� v- s C o �z E a 0 m J N m L C nmm o J m m W 7 +• Q w` RAJJPI Jwm�m� m W �/� rn VNJ O V I e > Z Q0, �2 v WVYW Q< z W _ a � M U Q Wn� QI.L Z v U111 Lr) > z W o� �UYW O Q -j ti0C)-J r n N(j 0 a` I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed ofthe state of Minnesota. Matt Woodruff, P.E. Date: 01.11.17 Reg. No.: 41885 Rev. Dale D—ipfion Project #. 12176003.000 Drawn By: NJN Checked By: MJW Issue Date: 01.11.2017 Sheet Title: DEMOLITION PLAN C1.0 I R%ProjectslProjects - 2 017/12176 0 0 3- Bald Eagle Outside Storage CURC. DeslgnlDrwMng Files\12176003 - C2.0.dwg SYMBOL LEGEND 0 NORTH 0 15 30 60 J W ci g m R C OIL- 0 co - mJ N Q ) /LC 0.01 _ `V .E to M ...� Uj W f n O V z <0 W U Y co Q J z WN a C' LLI Q w r U m W U W v O rr^^ WLIDVJ > z F— rW1� o 2 v Y W O Q Z EL �Oow r U N (j a` I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed ProtesstonaI En in—und,rthe laws of the state of Minnesota. Matt Woodruff, P.E. Date: 01.11.17 Reg. No.: 41885 Re, Date Description project 12176003.000 Drawn By: NJN Checked By: MJW Issue Date. 01.11.2017 Sheet Tifie: PAVING AND LANDSCAPE PLAN C2.0 t"t, TUMINOUS-PAVEMENT"OVE}� !! NEW 8" BASE AGGREGATE DETAIL 2/C4.0 NEW 6" CONCRETE OVER NEW 6" BASE AGGREGATE SEE DETAIL VC4.0 NEW SEED MNDOT SEED MIX: 33-261 TECHNY ARBORVITAE 0 SEE DETAIL 6/C4.0 GOLDMOUND SPIREA • SEE DETAIL 6/C4.0 SEE DETAIL 7/C4.0 AREA CALCULATIONS ENTIRE SITE: 237,227 SF EXISTING: IMPERVIOUS = 41,092 SF (18.6%) z PERVIOUS =193,135 SF (81.4%) C PROPOSED: IMPERVIOUS = 136,581 SF (57.6%) PERVIOUS =100,646 SF (42.4%) `Q INCREASE IN IMPERVIOUS =+92,489 SF a LANDSCAPE CALCULATIONS a Q OPEN AREA = 30,356 SF REQUIRED TREES =15 LARGE REQUIRED SHRUBS =45 LARGE z C a z C ly C LL C z N� LL Q z 0 NORTH 0 15 30 60 J W ci g m R C OIL- 0 co - mJ N Q ) /LC 0.01 _ `V .E to M ...� Uj W f n O V z <0 W U Y co Q J z WN a C' LLI Q w r U m W U W v O rr^^ WLIDVJ > z F— rW1� o 2 v Y W O Q Z EL �Oow r U N (j a` I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed ProtesstonaI En in—und,rthe laws of the state of Minnesota. Matt Woodruff, P.E. Date: 01.11.17 Reg. No.: 41885 Re, Date Description project 12176003.000 Drawn By: NJN Checked By: MJW Issue Date. 01.11.2017 Sheet Tifie: PAVING AND LANDSCAPE PLAN C2.0 I J Culvert !nv E!er-895.31 &15e RIM: 899.01 C4A INV: 895.75 e 902 901` _ . ___...i •\'-�, BASIN - .••—g - — NWL�`8$5.75 _ ' -INV: 894.00------------------- J - : =J3Q7L 89f:7�y / r `I —...— _ 98.25 EO ss.12 C �' S� i S i S i 6 @� i ffi •`.B� i i i 45 y9B � W i i a i ffi i 1 fr f 1 r/a`a r� 901 y !; J P:\Projeda'Projects -201712176003- Bald Eagle Outside Storage CUP\C. Design%Drawing Files\12176003 - C3.0.dwg C l LEGEND 949.50 GL GL-GUTTERUNE - BBITUMUNOU --950----- C-ONCRETECONCRETE EO- EMERGENCY OVERFLOW 950 PROPOSED CONTOURS -MAJOR INTERVAL EXISTING TO BE VERIFIED PROPOSED CONTOURS -MINOR INTERVAL -----949----- GRADE BREAK UNE O E2AY° GRADE SLOPE 0 0 o SILT FENCE �000eoo RIP -RAP / ROCK CONST. ENTRANCE I INLET PROTECTION r e 7 Ir___J CONCRETE WASHOUT STATION I SPOT ABBREVIATIONS: _ 950.00 TC TC -TOP OF CURB l 949.50 GL GL-GUTTERUNE - BBITUMUNOU 1. See Erosion Control Notes on Sheet C4.0. C-ONCRETECONCRETE EO- EMERGENCY OVERFLOW TW-TOPOFWALL BW - BOTTOM OF WALL (FIG) UTILITY NOTES EXISTING TO BE VERIFIED u r STORM SEWER PIPE 7 DRAINTILEPIPE ^L STORM MANHOLE �\ �'�•` I .-� " O CATCH BASIN Q eJ Yj 1!1x3__ CURB INLET C•j x FLARED END J EXISTING •+•.� /. �^-- BUILDING GRADING NOTES Q i I " 1. Tree protection consisting of snow fence or safety fence installed at the drip line shall be in place prior to beginning any grading or demolition work at the site. U All elevations with an asterisk (•) shall be field verified. If elevations t J 1 vary significantly, notify the Engineer for further instructions. /�i'-J Z 199.92' GFE / _� l 3. Grades shown in paved areas represent finish elevation. Q �� `y %f �• t f f' 4. Restore all disturbed areas with 4' of good quality topsoil and seed, C / ��// s l� i C.` S � i! 5. All construction shall be performed in accordance with state and local U ..••lf i J standard specifications for construction. J EROSION CONTROL NOTES I t i ti �J I r I I -... ......._ _X—_- X—.._' . 0 NORTH 0 15 30 60 ti a� s r C o�mo c /O/IL bs�rn Yt/ G) m - - m L C rd° h tM d V w v r�c JLU MS�o W VJ�/� f�► O V z Q0�2 L D W r Ly Y W C) JJ W a J N o w Q LL U m W v v Q IL to O cnV>Z F-- WLUI o O Q Z W o w O n U N U 0 a` I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional En ineerunder the laws ofthe state of Minnesota. Matt Woodruff, P.E. Date: 01.11.17 Reg. No.: 41885 Rev. Date Description Project# 12176003.000 Drawn By: NJN Checked By MJW Issue Date: 01.11.2017 Sheet Title: GRADING, EROSION CONTROL, AND UTILITY PLAN C3,01 1. See Erosion Control Notes on Sheet C4.0. Q UTILITY NOTES O 1. See Utility Notes on Sheet C4.0. LL_ I- Z Z 0 NORTH 0 15 30 60 ti a� s r C o�mo c /O/IL bs�rn Yt/ G) m - - m L C rd° h tM d V w v r�c JLU MS�o W VJ�/� f�► O V z Q0�2 L D W r Ly Y W C) JJ W a J N o w Q LL U m W v v Q IL to O cnV>Z F-- WLUI o O Q Z W o w O n U N U 0 a` I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed Professional En ineerunder the laws ofthe state of Minnesota. Matt Woodruff, P.E. Date: 01.11.17 Reg. No.: 41885 Rev. Date Description Project# 12176003.000 Drawn By: NJN Checked By MJW Issue Date: 01.11.2017 Sheet Title: GRADING, EROSION CONTROL, AND UTILITY PLAN C3,01 NEW 6" PORTLAND CEMENT CONCRETE SOIL CONCRETE n CONSTRUCTION DETAIL 4' NOT TO SCALE NEW 6" BASE AGGREGATE BITUMINOUS 2 CONSTRUCTION DETAIL if 4- NOT TO SCALE 1"-2" WASHED ROCK GEOTEXTILE FABRIC 6- CF) KI I.PI I.VIVJ I KUI. I III CIV I KHIVI.0 V�ly NOT TO SCALE WIRE MESH REINFORCEMENT (OPTIONAL) ENGINEERING FABRIC METAL, WOOD POST, OR STAKE. 8' MAX. SPACING, 2' INTO GROUND. FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL DIRECTION OF RUNOFF NATURAL SOIL SO THAT OFFSET HOLE IN TOP SLAB IS FACING DOWNSTREAM. NO BLOCK STRUCTURES ARE ALLOWED UTILITY NOTES FFQ�IQN C (�.NTRCIIC1T 1. It Is the responsibility of the contractor to perform or coordinate all necessary u0lity connections and 1. Owner and Contractor shall obtain MPCA-NPDES permit. Contractor shall be responsible for all POSTS AND RUBBER relocations from existing utility locations to the proposed buikfing, as well as to all onsite amenities. fees pertaining to this perrruL The SWPPP shall he kept onsite at all times. II II These connections include but are not limited to water, sanitary sewer, cable TV, telephone, gas, HOSE LOOPS OF ANY MATERIAL ALLOWED. PRECAST INVERT SHOULD BE 1/2 electric, site lighting, etc. 2. Install temporary erosion control measures (Inlet protection, silt fence, and rock construction DIAMETER OF PIPE AND BENCHES II GATES entrances) prior to beginning any excavation or demolition work at the site. SLOPED 2"TOWARD INVERT. 2. All service connections shall be performed in accordance with state and local standard APART AROUND TREE 'O' RING RUBBER GASKETS. specifications for construction. Utility connections (sanitary sewer, watermain, and storm sewer) 3. Erosion control measures shown on the emsion control plan are the absolute minimum. The may require a permit from the City. w To,,/ contractor shall install temporary earth dikes, sediment traps or basins, additional siltation fencing, ¢8" PRECAST SEGMENTAL CONCRETE BLOCK BACK 2" FROM STEM. and/or disk the soil parallel to the contours as deemed necessary to further control erosion. All I •-�•� =: z. � 3. The contractor shall verify the elevations at proposed connections to existing utilities prior to any FOLD BACK changes shall be recorded in the SWPPP. TYP. demolition or excavation. ry 8" MINIMUM SLAB THICKNESS, REMOVETIES ALL 4. The contractor shall notify all appropriate engineering departments and utility companies 72 hours 4. All construction site entrances shall be surfaced with crushed rock across the entire width of the entrance and from the entrance to a point 5D' info the construction zone. - - prior to construction. All necessary precautions shall be made to avoid damage to existing utilities. TOP OF BALL GROUT BOTTOM PEAT MOSS 3:1 RATIO SECTION WATERTIGHT CONNECTION 5. The toe ofthe sift fence shall be trenched in a minimum of 6. The trench backfill shall be 5. Storm sewer requires testing in accordance with Minnesota plumbing code 4714.1109 where AND BOTTOM OF compacted with a vibratory plate compactor. MANHOLE STEPS SHALL BE PLACED located within 10 feet ofwaterlines or the building. 4- NOT TO SCALE SO THAT OFFSET HOLE IN TOP SLAB IS FACING DOWNSTREAM. NO BLOCK STRUCTURES ARE ALLOWED NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WARE MESH WITH HOG RINGS; STEEL POSTS WITH WARES, OR WOOD POSTS WITH STAPLES. SILT FENCE a INSTALLATION DETAIL 4- NOT TO SCALE RvorojectslProjects- 201772176003 - Bald Eagle Outside Storage CURC. Design0rawing Files112176003 - 04.0.dwg FOLD BURLAP FROM TOP OF PREPARE SOIL IN THE ENTIRE BED ROOT BALL DOWN INTO GROUND; SETTOP OF BALL SLIGHTLY ... . ,. 4- DEEP MULCH (DO NOT PUT MULCH AGAINST THE BASE OF THE PLANT. 12" TO 18" (FOR LARGER SHRUB ROOT BALLS, MAKE DEPTH MIN.4" DEEPER THAN BALL) SCARIFY ALL FACES AND BOTTOM OF EXCAVATED HOLE 6. HDPE stone sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint pressure test. Installation shall meet ASTM C2321. 7. All RCP pipe shown on the plans shall be MN/DOT class 3. 8. Maintain a minimum of 7 W of cover overall water lines and sanitary sewer lines. Install water Ines 18" above sanitary sewers, where the sanitary sewer crosses over the water fine, install sewer piping of materials equal to watermain standards for 9 feet on both sides and maintain 18" of separation. 9. Where 7 IN of cover is not provided over sanitary sewer and water lines, install 2" rigid polystyrene insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be & wide, centered over pipe with 6" sand cushion between pipe and insulation. Where depth is less than 5', use 4" of insulation. 10. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. 11. See Project Specifications for bedding requirements. 12. Pressure test and disinfect all new watermains in accordance with state and local requirements. 13. Sanitary sewer piping shall be PVC, SDR -35 for depths less than 12', PVC SDR -26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more. 14. A structure adjustrnem shall include removing and salvaging the existing casting assembly, removing existing concrete rings to the precast section. Install new rings and salvaged casting to proposed grades, cleaning casting Flange by mechanical means to insure a sound surface and install an external chimney seal from casting to precast section. Chimney seals shall be InfiShield Uni-Band or an approved equal. MANHOLE FRAME & COVER: OPTIONAL STAKING NEENAH R-2501, TYPE C GRATE (CB, OPEN GRATE, CIRCLE) PLAN NEENAH R-1642, TYPE B LID (STMH, SOLID CLOSED, CIRCLE) MINIMUM OF 2, MAXIMUM OF 5 POSTS AND RUBBER CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AND II II A 4" COLLAR ON THE OUTSIDE. NO SHIMS HOSE LOOPS OF ANY MATERIAL ALLOWED. ' PLACE EXTERNAL CHIMNEY SEAL. II 6" PRECAST REINFORCED CONCRETE SLAB. BASE q II GATES SEAL WITH 2 BEADS OF RAM-NEK. COLORED II ALL JOINTS IN MANHOLE TO HAVE APART AROUND TREE 'O' RING RUBBER GASKETS. MANHOLE STEPS, COPOLYMER POLYPROPYLENE 1 PER NAR II 5" MIN. PLASTIC, WITH 12" GRADE 60 STEEL REINFORCEMENT OR EQUAL, 16" O.C. w To,,/ VARIABLE --PRECAST CONCRETE SECTION ¢8" PRECAST SEGMENTAL CONCRETE BLOCK BACK 2" FROM STEM. TO TOP OF THE PIPE SHALL BE USED I •-�•� =: z. � WITH SIZE AND DEPTH PROHIBIT THE FOLD BACK QFABRICATION OF PRECAST UNITS. TYP. BURLAP AND ry 8" MINIMUM SLAB THICKNESS, REMOVETIES ALL 6' MINIMUM DIAMETER PRECAST BACKFILLWITH CONCRETE SLAB, REINFORCED - - - WITH #4 REBAR @ 8" E.W. TOP OF BALL GROUT BOTTOM PEAT MOSS 3:1 RATIO SECTION WATERTIGHT CONNECTION EQUALS TWICE BALL (BOOT, TYPICAL) CB AND STORM AND BOTTOM OF MANHOLE DETAIL n EXCAVATED HOLE 4- NOT TO SCALE NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO WARE MESH WITH HOG RINGS; STEEL POSTS WITH WARES, OR WOOD POSTS WITH STAPLES. SILT FENCE a INSTALLATION DETAIL 4- NOT TO SCALE RvorojectslProjects- 201772176003 - Bald Eagle Outside Storage CURC. Design0rawing Files112176003 - 04.0.dwg FOLD BURLAP FROM TOP OF PREPARE SOIL IN THE ENTIRE BED ROOT BALL DOWN INTO GROUND; SETTOP OF BALL SLIGHTLY ... . ,. 4- DEEP MULCH (DO NOT PUT MULCH AGAINST THE BASE OF THE PLANT. 12" TO 18" (FOR LARGER SHRUB ROOT BALLS, MAKE DEPTH MIN.4" DEEPER THAN BALL) SCARIFY ALL FACES AND BOTTOM OF EXCAVATED HOLE 6. HDPE stone sewer piping shall meet ASTM F2306 and fittings shall meet ASTM D3212 joint pressure test. Installation shall meet ASTM C2321. 7. All RCP pipe shown on the plans shall be MN/DOT class 3. 8. Maintain a minimum of 7 W of cover overall water lines and sanitary sewer lines. Install water Ines 18" above sanitary sewers, where the sanitary sewer crosses over the water fine, install sewer piping of materials equal to watermain standards for 9 feet on both sides and maintain 18" of separation. 9. Where 7 IN of cover is not provided over sanitary sewer and water lines, install 2" rigid polystyrene insulation (MN/DOT 3760) with a thermal resistance of at least 5 and a compressive strength of at least 25 psi. Insulation shall be & wide, centered over pipe with 6" sand cushion between pipe and insulation. Where depth is less than 5', use 4" of insulation. 10. All watermain piping shall be class 52 ductile iron pipe unless noted otherwise. 11. See Project Specifications for bedding requirements. 12. Pressure test and disinfect all new watermains in accordance with state and local requirements. 13. Sanitary sewer piping shall be PVC, SDR -35 for depths less than 12', PVC SDR -26 for depths between 12' and 26', and class 52 D.I.P. for depths of 26' or more. 14. A structure adjustrnem shall include removing and salvaging the existing casting assembly, removing existing concrete rings to the precast section. Install new rings and salvaged casting to proposed grades, cleaning casting Flange by mechanical means to insure a sound surface and install an external chimney seal from casting to precast section. Chimney seals shall be InfiShield Uni-Band or an approved equal. CONTAINER -GROWN PLANT WITH ROOTS PULLED OUT OF BALL - COMPLETLY REMOVE CONTAINER. BEFORE PLANTING, ADD 3" TO 4" OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL BALLED AND BURLAPPED PLANT REFER ALSO TO PREPARED SOIL FOR SHRUBS SPECIFICATIONS FOLD BACK BURLAP AND REMOVE ALL TIES &/OR WIRES FROM TOP OF BALL. NOTES 1. FOR CONTAINER -GROWN SHRUBS, USE FINGERS OR SMALL 3. CONFIRM THAT WATER DRAINS OUT OF THE SOIL DURING HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER THE PLACEMENT PHASE; ALTER DRAINAGE SYSTEMS AS OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT REQUIRED. CIRCLE THE PERIMETER OF THE CONTAINER. 4. IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE 2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA PRUNED AT THE BRANCH BARK RIDGE, NOT FLUSH WITH THE SPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL BARK. AT RATES SPECIFIED BY THE MANUFACTURER. i6Z SHRUB PLANTING 4' NOT TO SCALE NO SCALE u. rut g,aumg upa. aunt rs.-a ua wnuuurnu u. a manna, m nunnsce run porn, mai mi mm aro...... Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin. 7. All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after the construction activity in that portion ofthe site has temporarily or permanently ceased. Temporary stockpiles without significant silt, day or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. 8. The normal wetted perimeter of any temporary or permanent drainage ditch or Swale that drains water from any portion of the construction site, or diverts water around the site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surfacewater. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. 9. Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water. 10. All dprap shall be installed with a fitter material or soil separation fabric and comply with the Minnesota Department of Transportation Standard Specifications. 11. All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at an elevation where the downstream slope is 1 percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland or water body. 12. All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering the storm sewer system. Catch basins necessary for sfte drainage during construction shall be provided with inlet protection. 13. In areas where concentrated flows occur (such as males and areas in front of storm catch basins and intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows. 14. Inspect the construction site once every seven days during active construction and within 24 hours after a minfall event greaterthan 0.5 inches in 24 hours. All inspections shall be recorded in the SWPPP. 15. All sift fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 113 of the height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP. 16. If sediment escapes the construction site, off-site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize offsite impacts. 17. All soils tracked onto pavement shall be removed daily. 18. All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areas are protected from compaction due to construction equipment driving across the infiltration area. 19. Temporary soil stockpiles must have sift fence or other effective sediment controls, and cannot be placed in surface waters, including stormvater conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stomnvater. 20. Collected sediment, asphalt and concrete mullings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of property and must comply with MPCA disposal requirements. 21. Oil, gasoline, paint and any hazardous substances must be property stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with MPCA regulations. 22. Ectental washing oftrucks and other construction vehicles must be limited to a defined area ofthe site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed onsite. 23. All liquid and solid wastes generated by concrete washout operations must be contained in a leak -proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. 24. Upon completion ofthe project and stabilization of all graded areas, all temporary erosion control facilities (sift fences, hay bales, etc.) shall be removed from the site. 25. All permanent sedimentation basins must be restored to their design condition immediately following stabilization ofthe site. 26. Contractor shall submit Notice ofTennination for MPCA-NPDES permitwithin 30 days after Final Stabilization. Z C Q L a a Q a J L 1 Z LC r U N� LLLL Xrr^ Z NO L1 C LLC N� LL Z J ILLI L.L Q. V �rn S r Z E C ��2 o a O"r-�s - wren m m N to w` J W TO - O W rJnLLi LONO V Z Q0rw2 WUYW 0J Z_ W a M J n U M W U U W Q V O '^ LU NO Z rW o 2 �.+ Y LU O J Z EL t�7 J O r U N (j a` I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed offhe state of Minnesota. Matt Woodruff, PF. Date: 01.11.17 Reg. No.: 41585 Rev. Date Description Project# 12176003.000 Drawn By: NJN Checked By: MJW Issue Date: 01.11.2017 Sheet Ti e: DETAILS & NOTES C4.0 OPTIONAL STAKING METHOD -UMEfAL POSTS AND RUBBER HOSE STRAPS II II HOSE LOOPS II 3 GUYS EACH OF II 10 GAUGE TWISTED II VIRE 120 DEGREES COLORED II APART AROUND TREE FLAGS II TURNBUCKLE 1 PER NAR II 4" DEEP MULCH, HOLD II BACK 2" FROM STEM. I •-�•� =: z. � \SOD FOLD BACK =``�--I' • • - �; .•: �:-i....'.�24"STAKE TYP. BURLAP AND ry REMOVETIES ALL ) BACKFILLWITH WIRESFRO l WIRF ,• - TOPSOILAND TOP OF BALL MIN. 1. PEAT MOSS 3:1 RATIO EQUALS TWICE BALL SCARIFY ALL SIDES DIAMETER AND BOTTOM OF EXCAVATED HOLE WHITE CEDAR CONTAINER -GROWN PLANT WITH ROOTS PULLED OUT OF BALL - COMPLETLY REMOVE CONTAINER. BEFORE PLANTING, ADD 3" TO 4" OF WELL -COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL BALLED AND BURLAPPED PLANT REFER ALSO TO PREPARED SOIL FOR SHRUBS SPECIFICATIONS FOLD BACK BURLAP AND REMOVE ALL TIES &/OR WIRES FROM TOP OF BALL. NOTES 1. FOR CONTAINER -GROWN SHRUBS, USE FINGERS OR SMALL 3. CONFIRM THAT WATER DRAINS OUT OF THE SOIL DURING HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER THE PLACEMENT PHASE; ALTER DRAINAGE SYSTEMS AS OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT REQUIRED. CIRCLE THE PERIMETER OF THE CONTAINER. 4. IF PLANTS ARE TO BE PRUNED, BRANCHES SHALL BE 2. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA PRUNED AT THE BRANCH BARK RIDGE, NOT FLUSH WITH THE SPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL BARK. AT RATES SPECIFIED BY THE MANUFACTURER. i6Z SHRUB PLANTING 4' NOT TO SCALE NO SCALE u. rut g,aumg upa. aunt rs.-a ua wnuuurnu u. a manna, m nunnsce run porn, mai mi mm aro...... Sediment control practices must be established on all down gradient perimeters before any up gradient land disturbing activities begin. 7. All exposed soil areas must be stabilized as soon as possible to limit soil erosion but in no case later than 14 days after the construction activity in that portion ofthe site has temporarily or permanently ceased. Temporary stockpiles without significant silt, day or organic components (e.g., clean aggregate stockpiles, demolition concrete stockpiles, sand stockpiles) and the constructed base components of roads, parking lots and similar surfaces are exempt from this requirement. 8. The normal wetted perimeter of any temporary or permanent drainage ditch or Swale that drains water from any portion of the construction site, or diverts water around the site, must be stabilized within 200 lineal feet from the property edge, or from the point of discharge into any surface water. Stabilization of the last 200 lineal feet must be completed within 24 hours after connecting to a surfacewater. Stabilization of the remaining portions of any temporary or permanent ditches or swales must be complete within 14 days after connecting to a surface water and construction in that portion of the ditch has temporarily or permanently ceased. 9. Pipe outlets must be provided with energy dissipation within 24 hours of connection to surface water. 10. All dprap shall be installed with a fitter material or soil separation fabric and comply with the Minnesota Department of Transportation Standard Specifications. 11. All storm sewers discharging into wetlands or water bodies shall outlet at or below the normal water level of the respective wetland or water body at an elevation where the downstream slope is 1 percent or flatter. The normal water level shall be the invert elevation of the outlet of the wetland or water body. 12. All storm sewer catch basins not needed for site drainage during construction shall be covered to prevent runoff from entering the storm sewer system. Catch basins necessary for sfte drainage during construction shall be provided with inlet protection. 13. In areas where concentrated flows occur (such as males and areas in front of storm catch basins and intakes) the erosion control facilities shall be backed by stabilization structure to protect those facilities from the concentrated flows. 14. Inspect the construction site once every seven days during active construction and within 24 hours after a minfall event greaterthan 0.5 inches in 24 hours. All inspections shall be recorded in the SWPPP. 15. All sift fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 113 of the height of the fence. These repairs must be made within 24 hours of discovery, or as soon as field conditions allow access. All repairs shall be recorded in the SWPPP. 16. If sediment escapes the construction site, off-site accumulations of sediment must be removed in a manner and at a frequency sufficient to minimize offsite impacts. 17. All soils tracked onto pavement shall be removed daily. 18. All infiltration areas must be inspected to ensure that no sediment from ongoing construction activity is reaching the infiltration area and these areas are protected from compaction due to construction equipment driving across the infiltration area. 19. Temporary soil stockpiles must have sift fence or other effective sediment controls, and cannot be placed in surface waters, including stormvater conveyances such as curb and gutter systems, or conduits and ditches unless there is a bypass in place for the stomnvater. 20. Collected sediment, asphalt and concrete mullings, floating debris, paper, plastic, fabric, construction and demolition debris and other wastes must be disposed of property and must comply with MPCA disposal requirements. 21. Oil, gasoline, paint and any hazardous substances must be property stored, including secondary containment, to prevent spills, leaks or other discharge. Restricted access to storage areas must be provided to prevent vandalism. Storage and disposal of hazardous waste must be in compliance with MPCA regulations. 22. Ectental washing oftrucks and other construction vehicles must be limited to a defined area ofthe site. Runoff must be contained and waste properly disposed of. No engine degreasing is allowed onsite. 23. All liquid and solid wastes generated by concrete washout operations must be contained in a leak -proof containment facility or impermeable liner. A compacted clay liner that does not allow washout liquids to enter ground water is considered an impermeable liner. The liquid and solid wastes must not contact the ground, and there must not be runoff from the concrete washout operations or areas. Liquid and solid wastes must be disposed of properly and in compliance with MPCA regulations. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. 24. Upon completion ofthe project and stabilization of all graded areas, all temporary erosion control facilities (sift fences, hay bales, etc.) shall be removed from the site. 25. All permanent sedimentation basins must be restored to their design condition immediately following stabilization ofthe site. 26. Contractor shall submit Notice ofTennination for MPCA-NPDES permitwithin 30 days after Final Stabilization. Z C Q L a a Q a J L 1 Z LC r U N� LLLL Xrr^ Z NO L1 C LLC N� LL Z J ILLI L.L Q. V �rn S r Z E C ��2 o a O"r-�s - wren m m N to w` J W TO - O W rJnLLi LONO V Z Q0rw2 WUYW 0J Z_ W a M J n U M W U U W Q V O '^ LU NO Z rW o 2 �.+ Y LU O J Z EL t�7 J O r U N (j a` I hereby certify that this plan, specifications or report was prepared by me or under my direct supervision and that I am a duly licensed offhe state of Minnesota. Matt Woodruff, PF. Date: 01.11.17 Reg. No.: 41585 Rev. Date Description Project# 12176003.000 Drawn By: NJN Checked By: MJW Issue Date: 01.11.2017 Sheet Ti e: DETAILS & NOTES C4.0 ENVIRONMENTAL BOARD AGENDA ITEM 5C STAFF ORIGINATOR: ENV. BD. MEETING DATE: REQUEST: APPLICANT: REVIEW DEADLINE: BACKGROUND Marty Asleson February 17, 2017 Discussion Item — Event Dates for 2017 Not applicable Not applicable Environmental Board takes part in other community events and those events are listed below for 2017: February 25, Sat. April 22, Sat. April 28, Friday May 6, Sat. August 19, Sat. Blue Heron work Earth Day Arbor Day Annual City Recycling Blue Heron Parade RECOMMENDATION None ATTACHMENTS None 9:00am 12:30 — 2:30pm ? 9am-2pm Ilam? Peltier Island Wargo Nature Ct Rice Lake Elem 1189 Main St Target Pk Lot