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02/28/2018 Env Board Packet
City of Lino Lakes Environmental Board Meeting Wednesday, February 28, 2018 6:30 PM Community Room AGENDA 1. Call to Order 2. Approval of Agenda 3. Approval of Minutes 4. Open Mike 5. Action Items A. Main Street Shoppes 2nd Addition B. Love To Grow on Childcare Center C. Distinctive Elements Tile and Design D. Eastern Heights 6. Discussion Items A. Recycling Updates B. Earth Day (celebrated 4/21) Discussion- Volunteers, Booth, Materials needed 7. Adjourn DRAFT MINUTES CITY OF LINO LAKES ENVIRONMENTAL BOARD MEETING I. CALL TO ORDER AND ROLL CALL: Ms. Klebba called the Lino Lakes Environmental Board meeting to order at 6:30 p.m. on January 31, 2018. II. APROVAL OF AGENDA Mr. Asleson would like to ADD C. Blue Heron Rookery Mr. Asleson would like to REMOVE Under Discussion Items A. North Metro Cable PR Assistance Mr. Sullivan made a MOTION to approve the Agenda with the added changes. Ms. Holmes supported motion. Motion carried 6 - 0. III. APPROVAL OF MINUTES: November 29, 2017 Ms. Kaufenberg made a MOTION to approve the November 29, 2017 Meeting Minutes. Ms. Andrzejewski supported motion. Motion carried 6 - 0. V. OPEN MIKE Ms. Klebba declared Open Mike at 6:33 p.m. Open Mike declared closed at 6:34 p.m. DATE : January 31, 2018 TIME STARTED : 6:30 P.M. TIME ENDED : 8:15 P.M. MEMBERS PRESENT : Paula Andrzejewski, Liz Kaufenberg, Nancie Klebba, Shawn Holmes, John Sullivan, Alex Schwartz MEMBERS ABSENT : Steve Heiskary STAFF PRESENT : Marty Asleson, Sayard Schultz Enivornmental Board January 31, 2018 Page 2 DRAFT MINUTES VI. ACTION ITEMS A. Natures Refuge/Preliminary Plat and Site Plan Review The approximately 95-acre proposed site is located north of Main Street and .3 mile west of Lake Drive. The site is bordered by single-family homes, Lino Lakes Elementary School, Main Street and undeveloped wetlands and woodlands. This site is one of the moset diverse natural communities in Lino Lakes. Within this site there are many wetland areas and rare plant species. Below are some of the recommendations that were mentioned in addition to the ones listed in the report. Mr. Asleson is recommendating that design consideration must protect the rare features of ths site to the greatest and least invasive design possible; including turtle barrier elimination (dropped curbing and preservation of continuity in turtle travel breeeding areas). Design should emphasize avoidance of rare plant species locations. Mr. Asleson has concerns about the borrow pits and will be working with the engineers to make sure it does not effect the wetlands. Mr. Asleson is recommending to relocate the trail and provide an adequate buffer that would protect the large wetland rare plants area. With the SWPPP that was submitted, Mr. Asleson added comments that he would also recommend. As far as trees are concerned , there are 141 total tree replacements required. These trees must not be planted in wetland restoration or preservation areas. Mr. Schwartz would like to make a recommendation to see public education or signage at trailhead or along the trail of the rare plant species in the area. Ms. Kaufenberg would also like to see that the city approved new resident education brochure, informs the homeowners of the uniqueness of the area. Ms. Holmes would like the word “should” to be changed to “must” if possible especially in recommendation #9 Mr. Sullivan would like to see the DNR reports when it comes in Ms. Holmes stated that the recommendations listed are good but would also like to add a statement that this is a unique site with rare plants species and the development must not destroy this area. Enivornmental Board January 31, 2018 Page 3 DRAFT MINUTES Mr. Schwartz made a MOTION to forward Natures Refuge/Preliminary Plat and Site Plan Review with the Environmental Board’s statement and recommendations. Ms. Andrzejewski supported the motion. Motion carried 6 - 0. B. Environmental Board Goals There was brief discussion about number two which stated, assisting Anoka County to ensure business recycling within the City as mandated. Questions were raised as to what if any business were participating in the program. Ms. Andrzejewski made a MOTION to approve the 2018 Environmental Board Goals. Ms. Kaufenberg supported motion. Motion carried 6 - 0. VII DISCUSSION ITEMS A. Recycling Updates Ms. Schultz reporting on the following; Recycling Saturday had about 35 participants mostly large items and appliances. Walter’s Blue Bag program, December’s results had 27 participates with .31 tons of organics. 2017 tonnage for the city was 1959.99 tons of co-mingle. And organics second half was 7.33 and had 135.66 yard waste. Ms. Schultz will find out what is the recycling goal for 2018. B. Blue Heron Rookery Mr. Aselson wanted to thank the volunteers that came out to apply sheating to the trees on the island. VIII. ADJOURNMENT Ms. Andrzejewski made a MOTION to adjourn the meeting at 8:15 p.m. Motion was supported by Ms. Kaufenberg. Motion carried 6 - 0. Respectfully submitted, Mary Fogarty Office Tech 1 1 ENVIRONMENTAL BOARD AGENDA ITEM 5A STAFF ORIGINATOR: Marty Asleson, Environmental Coordinator MEETING DATE: February 28, 2018 REQUEST: Preliminary Plat and Site Plan Review, Main Street Shops 2nd Addition APPLICANT: CM Properties 14, LLC C/O Bruce Miller 3460 Washington Drive, Suite 100 Egan, MN 55122 OWNER: Same PROPOSED DEVELOPMENT The site is a 17.32 acre parcel /1.5 acres of disturbed area; on the NE area of Main Street and Otter Lake Road, Immediately east of McDonalds in Lino Lakes. The proposed development will construct an extension to the private access drive from Otter Lake Road, commercial building, and adjacent parking lot. The 17.32 acre parcel will be subdivided and the final lot size is proposed to be 1.35 acres. The lot is undeveloped. The project is phase 2 of the commercial development known as Main Street Shops. SITE CHARACTERISTICS General site characteristics The site is currently used for agricultural purposes, and typically planted with row crops. The site, has a somewhat rolling topography. Elevations range from 923 at the south and eastern portions and down to about 910 at the wetland parts of the site. The majority of the stormwater from the site drains overland to the large wetland to the north. A small portion of the site drains to the SE to a lowland just off site. Soils Solis on the site are primarily sandy clay soils. Soil borings indicate mottling which is an indicator of a seasonal high water table within 2 feet of the ground surface. The 2 infiltration rate of these soils was determined using a double ring infiltrometer and was determined to be between 0.1 and 0.2 inches per hour. Land Cover The site has been used for agricultural cropping. Presettlement vegetation places this parcel in the Big Woods group. Maple, Basswood, Hickory woodlands grew on this site before settlement. Significant Resources There was one National Heritage feature found on the site. The Upland Sandpiper was recorded on the site in 209. The bird is a special concern resource that inhabits short native grasslands. It would not be found on agricultural landscapes. The proposed project would not impact habitat for Upland Sandpiper. Blanding’s Turtle was recorded within ¼ mile of this parcel. It’s very possible the turtle would navigate across this property to nesting areas to the north. Street and curb design should allow for little resistance to Blanding’s Turtle if possible. Surface Water Drainage from the site drains to an existing pond which was constructed under phase 1. This pond then discharges to a large wetland to the north. The wetland outlets to ACD-55, Branch 8, which is tributary to JD3/Clearwater Creek and ultimately Peltier Lake. Peltier Lake, according to RCWD is the resource of concern (RoC). ACD 55, branch 8 public drainage system is not located within the parcel boundary. The RCWD has informed the applicant that the drainage system (ACD55, Br8) downstream of the project is constrained. RCWD Rule C.5 (d) states that adverse impact requirements for the project must be met by one of the two methods: • Show no increase in runoff volume for the 2-year, 24 hour event (7,029 cubic feet). By showing no increase in the 2-year volume, the project will not diminish the capacity of the drainage system for agricultural purposes. • Reduce the peak rate of runoff for the 2-year, 24 hour rain event to 0.03 cfs for the site (Rule C.5 (d)). This rate has been determined through an analysis by the District Engineer in the Hydraulics and Hydrology Evaluation Anoka County Ditch 55 memorandum dated May 6, 2013 which determines peak flow constraints necessary for development on all sites draining to the constrained downstream system. The volume requirement will be met through a water reuse system adjacent to the NURP (north side of lot), providing for 7,029 cubic feet of new rain event surface water; and the adjacent NURP providing a grassy swale for rate control. 3 The applicant must provide to the RCWD a detailed operations plan which meets the criteria for the proposed pump design, pumping rates, and the location of the irrigation area. According to the RCWD report, the project treats 100% of the new impervious area. The volume provided is greater than the RCWD rule for water quality requirement of 4560 cubic feet (1.1 inches over the 1.42 acres of impervious surface). With receiving an acceptable detailed plan, the proposed water reuse system meets the RCWD requirement for water quality treatment, design criteria, and adverse impact requirements. A maintenance declaration for the property was previously recorded with Main Street Shops. The agreement is co named with RCWD and the City of Lino Lakes as overseers of the convents that will run with the property to ensure an annual inspection by the owner of the property, and a report on the annual surveyed capacity of the pond, and to preserve the conveyances and other structures, to preserve hydraulic capacity, and to preserve healthy vegetation and design permeability. As part of this a specific maintenance procedure should be submitted for the water reuse system. Accordingly, the declarant must submit to the RCWD and the City annually, not later than January 31st of each year, a report listing inspection dates, facilities inspected, facility conditions and actions taken, and dates of action taken. Flood Plain RCWD modeling determined that the project is not within the flood management zone. The site is within a regulatory floodplain; but again the project does not impact the floodplain. Wetlands There are wetlands within the project parcel; however, the site does not impact them. Stormwater Pollution Prevention Plan A National Pollutant Discharge Elimination System (NPDES) permit is required for the project. All requirements of the NPDES permit must be documented and approved by the City. The submitted SWPPP looks good, including identified impaired waters within 1 mile of the site (Clearwater Creek), and sited additional BMP’s required for this area. No site soil disturbance of the site will be allowed until the applicant has submitted the entire NPDES requirements and including the name, phone number, and state certification of the responsible inspector for erosion control. The NPDES plan must be on site where it can be accessed at any time. The applicant must agree to submit all 4 required weekly and post rainfall event inspections, and corrections made to the City of Lino Lakes Environmental and Engineering Departments by email, txt message, or hand delivery by the next day after inspections and corrections have been made. AUAR Considerations The subject site is within the I-35E Corridor AUAR and is subject to the AUAR mitigation plan. Overall, the proposed subdivision complies with the AUAR mitigation plan in regards to natural resources, erosion control, surface water runoff, wastewater, cultural resources and farmlands. A major component of the AUAR is traffic and supporting transportation corridors. The extension of Otter Lake Road is identified as an important roadway improvement. Drinking Water Protection This site is in a Drinking Water Protection Area. The site is rated for a Moderate amount of vulnerability and a low sensitivity rating for area soils. The higher the permeability of the soils in a DWSMA, the higher the vulnerability. Tree Preservation There are no trees on the site. Lighting The plan supplied does not show measurements beyond the property line. The readings must be zero beyond the property line. No lighting fixtures were provided with the plan. All fixtures must be the cut-off lens type, i.e. downward focused, low intensity, and no light glare coming from the fixture. Landscape Plan As per city ordinance and road right of way safety/visibility reasons, all street ROW trees must be 30 feet from the corner of any entrance to the property from the street. Red Maple, Sugar Maple and Honey locust should be changed to a species that will tolerate clay type soils. Possible substitutes are Hackberry, Disease resistant Elm, Norway Maple, River birch, Kentucky coffee tree, American Linden, Tamarack, and Ginkgo. All Commercial turf, and shrub planting areas must be irrigated. A smart irrigation system with soil moisture sensors should be used. Sod areas planted with a fescue type of low maintenance fescue sod may not need any irrigation after established. It is recommended to try this in the sod areas if there is no foot traffic anticipated for these areas 5 Recycling A description of how the business will be participating in the required state law for business recycling must be provided. Lino Lakes Recycling and Anoka County would welcome a discussion with the business on accomplishing this. RECOMMENDATION Approve with Environmental Board comments. Forward on to Planning and Zoning Board and City Council with staff and Environmental Board recommendations and comments. ATTACHMENTS 1. Main Street Shoppes 2nd Addition Preliminary Site Improvement Plans NO PARKINGf:\jobs\7201 - 7220\7201 - main street shoppes lino lakes\cad c3d\engineering\7201_cover.dwgSave Date:01/04/18C1of7 TITLE SHEET MFC PROPERTIES CORP. 3460 Washington Drive, Suite 100 Eagan, MN 55122REVISIONSDRAWN BY:DESIGNED BY:ISSUE DATE:JTRJTR01/05/18MAIN STREET SHOPPES PHASE 2 Lino Lakes, MinnesotaJoseph T. Radach, P.E.Name:Signature:Date:01/05/18License #:45889I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the State of Minnesota3890 Pheasant Ridge Dr. NE #100, Blaine, MN Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGKnow what'sbelow.before you dig.CallR~ Preliminary Site Improvement Plans ~Lino Lakes, MinnesotaMAIN STREET SHOPPES - PHASE 2 f:\jobs\7201 - 7220\7201 - main street shoppes lino lakes\cad c3d\engineering\7201_excon.dwgSave Date:01/04/18C2of7 EXISTING CONDITIONS & REMOVALS PLANMFC PROPERTIES CORP. 3460 Washington Drive, Suite 100 Eagan, MN 55122REVISIONSDRAWN BY:DESIGNED BY:ISSUE DATE:JTRJTR01/05/18MAIN STREET SHOPPES PHASE 2 Lino Lakes, MinnesotaJoseph T. Radach, P.E.Name:Signature:Date:01/05/18License #:45889I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the State of Minnesota3890 Pheasant Ridge Dr. NE #100, Blaine, MN Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGKnow what'sbelow.before you dig.CallR NO PARKINGf:\jobs\7201 - 7220\7201 - main street shoppes lino lakes\cad c3d\engineering\7201_site.dwgSave Date:01/18/18C3of7 PRELIMINARY SITE PLAN MFC PROPERTIES CORP. 3460 Washington Drive, Suite 100 Eagan, MN 55122REVISIONSDRAWN BY:DESIGNED BY:ISSUE DATE:JTRJTR01/05/18MAIN STREET SHOPPES PHASE 2 Lino Lakes, MinnesotaJoseph T. Radach, P.E.Name:Signature:Date:01/05/18License #:45889I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the State of Minnesota3890 Pheasant Ridge Dr. NE #100, Blaine, MN Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGKnow what'sbelow.before you dig.CallRNO PARKING NO PARKINGf:\jobs\7201 - 7220\7201 - main street shoppes lino lakes\cad c3d\engineering\7201_utility.dwgSave Date:01/04/18C4of7 PRELIMINARY UTILITY PLAN MFC PROPERTIES CORP. 3460 Washington Drive, Suite 100 Eagan, MN 55122REVISIONSDRAWN BY:DESIGNED BY:ISSUE DATE:JTRJTR01/05/18MAIN STREET SHOPPES PHASE 2 Lino Lakes, MinnesotaJoseph T. Radach, P.E.Name:Signature:Date:01/05/18License #:45889I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the State of Minnesota3890 Pheasant Ridge Dr. NE #100, Blaine, MN Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGKnow what'sbelow.before you dig.CallR NO PARKINGf:\jobs\7201 - 7220\7201 - main street shoppes lino lakes\cad c3d\engineering\7201_grade.dwgSave Date:01/04/18C5of7 PRELIMINARY GRADING, DRAINAGE, & EROSION CONTROL PLANMFC PROPERTIES CORP. 3460 Washington Drive, Suite 100 Eagan, MN 55122REVISIONSDRAWN BY:DESIGNED BY:ISSUE DATE:JTRJTR01/05/18MAIN STREET SHOPPES PHASE 2 Lino Lakes, MinnesotaJoseph T. Radach, P.E.Name:Signature:Date:01/05/18License #:45889I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the State of Minnesota3890 Pheasant Ridge Dr. NE #100, Blaine, MN Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGKnow what'sbelow.before you dig.CallR NO PARKINGf:\jobs\7201 - 7220\7201 - main street shoppes lino lakes\cad c3d\engineering\7201_swppp.dwgSave Date:01/04/18C6of7 PRELIMINARY STORMWATER POLLUTION PREVENTION PLANMFC PROPERTIES CORP. 3460 Washington Drive, Suite 100 Eagan, MN 55122REVISIONSDRAWN BY:DESIGNED BY:ISSUE DATE:JTRJTR01/05/18MAIN STREET SHOPPES PHASE 2 Lino Lakes, MinnesotaJoseph T. Radach, P.E.Name:Signature:Date:01/05/18License #:45889I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the State of Minnesota3890 Pheasant Ridge Dr. NE #100, Blaine, MN Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGKnow what'sbelow.before you dig.CallR“” f:\jobs\7201 - 7220\7201 - main street shoppes lino lakes\cad c3d\engineering\7201_detail.dwgSave Date:01/04/18C7of7 DETAILS MFC PROPERTIES CORP. 3460 Washington Drive, Suite 100 Eagan, MN 55122REVISIONSDRAWN BY:DESIGNED BY:ISSUE DATE:JTRJTR01/05/18MAIN STREET SHOPPES PHASE 2 Lino Lakes, MinnesotaJoseph T. Radach, P.E.Name:Signature:Date:01/05/18License #:45889I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Professional Engineer under thelaws of the State of Minnesota3890 Pheasant Ridge Dr. NE #100, Blaine, MN Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYING NO PARKINGf:\jobs\7201 - 7220\7201 - main street shoppes lino lakes\cad c3d\engineering\7201_landscape.dwgSave Date:01/17/18L1of2 SITE LANDSCAPE PLAN MFC PROPERTIES CORP. 3460 Washington Drive, Suite 100 Eagan, MN 55122REVISIONSDRAWN BY:DESIGNED BY:ISSUE DATE:JAKJAK01/05/18MAIN STREET SHOPPES PHASE 2 Lino Lakes, MinnesotaJames A. Kalkes, RLAName:Signature:Date:01/05/18License #:45071I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect under thelaws of the State of Minnesota.3890 Pheasant Ridge Dr. NE #100, Blaine, MN Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGPRELIMINARYEXISTING GRADEGUY WIRE WITH WEBBINGFLAGGING- ONE PER WIREPLANTING SOIL MIXTURE (SEE SPEC.)MINIMUM 1/2 WIDTH OF ROOT BALL4"-6" SHREDDED BARKMULCHUNDISTURBED OR STABILIZEDSUBSOILNOTE: GUY ASSEMBLY OPTIONAL BUTCONTRACTOR ASSUMES FULLRESPONSIBILITY FOR MAINTAINING TREEIN A PLUMB POSITION FOR THEDURATION OF THE GUARANTEE PERIODGUY ASSEMBLY- 16"POLYPROPYLENE OR POLYETHYLENE(40 MIL) 1-1/2" WIDE STRAP (TYP)DOUBLE STRAND 10 GA. WIRE, 2-7"ROLLED STEEL POSTS (MnDOT 3401)@ 180° O.C. (SEE STAKING DIAGRAM)COORDINATESTAKING TO INSUREUNIFORMORIENTATION OF GUYLINES AND STAKES2. TRIM OUT DEAD WOOD AND WEAK AND/ORDEFORMED TWIGS. DO NOT CUT A LEADER. DONOT PAINT CUTS.4. PLACE PLANT IN PLANTING HOLE WITHBURLAP AND WIRE BASKET, (IF USED), INTACT.BACKFILL WITHIN APPROXIMATELY 12" OF THETOP OF ROOTBALL, WATER PLANT. REMOVETOP 1/3OF THE BASKET OR THE TOP TWOHORIZONTAL RINGS, WHICHEVER IS GREATER.REMOVE ALL BURLAP AND NAILS FROM TOP1/3 OF THE BALL. REMOVE ALL TWINE.3. SET PLANT ON UNDISTURBED NATIVE SOILOR THOROUGHLY COMPACTED BACKFILL SOIL.INSTALL PLANT SO THE ROOT FLARE IS AT ORUP TO 2" ABOVE THE FINISHED GRADE.6. WATER TO SETTLE PLANTS AND FILLVOIDS.5. PLUMB AND BACKFILL WITHBACKFILL SOIL.7. WATER WITHIN TWO HOURS OFINSTALLATION. WATERING MUST BESUFFICIENT TO THOROUGHLY SATURATEROOT BALL AND PLANTING HOLE.8. PLACE MULCH WITHIN 48 HOURS OFTHE SECOND WATERING UNLESS SOILMOISTURE IS EXCESSIVE.1. SCARIFY BOTTOM AND SIDES OF HOLEPRIOR TO PLANTINGPLANTREE WRAPBACKFILL MIXPAINTED FLUORESCENT ORANGEWHITE FLAGGING (TYP.)DOUBLE STRAND 12 GAUGE WIRE8" 2-PLY NYLON STRAPS8' STEEL TEE POST-4 INCHES HARDWOOD MULCHFROM TOP 1/3 OF THE BALLREMOVE BURLAP & ROPEUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.12"6" 2'(MIN.) 6" 6"3 REQUIRED AT 120LANDSCAPE LEGEND25-131 (OLD MNDOT 260) &ALL AREAS DISTURBED BY CONSTRUCTION NOT INTENDED SODDED, OR RETENTIONSEED MIX LEGEND (FOR ALL SHEETS)············································CITY OF LINO LAKES LANDSCAPE CODE NO PARKINGf:\jobs\7201 - 7220\7201 - main street shoppes lino lakes\cad c3d\engineering\7201_landscape.dwgSave Date:01/17/18L2of2 SITE LANDSCAPE DETAILS MFC PROPERTIES CORP. 3460 Washington Drive, Suite 100 Eagan, MN 55122REVISIONSDRAWN BY:DESIGNED BY:ISSUE DATE:JAKJAK01/05/18MAIN STREET SHOPPES PHASE 2 Lino Lakes, MinnesotaName:Signature:Date:License #:I hereby certify that this plan, specificationor report was prepared by me or under mydirect supervision and that I am a dulyLicensed Landscape Architect under thelaws of the State of Minnesota.3890 Pheasant Ridge Dr. NE #100, Blaine, MN Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGKnow what'sbelow.before you dig.CallRJames A. Kalkes, RLA01/05/1845071PRELIMINARY2'(MIN.) 6"12"UNDISTURBED SUBSOIL( SEE LANDSCAPE NOTES FOR TYPE OF MULCH )REMOVE BURLAP & ROPEFROM TOP 1/3 OF BALLIF SHRUB IS B & B, THENBACKFILL MIX4 INCHES MULCHLANDSCAPE LEGEND 1 ENVIRONMENTAL BOARD AGENDA ITEM 5B STAFF ORIGINATOR: Marty Asleson, Environmental Coordinator MEETING DATE: February 28, 2018 REQUEST: Review of Love to Grow on Childcare/ CUP Site Plan Review APPLICANT: Love To Grow Childhood Center 10101 Lexington Ave NE Circle Pines, MN 55015 OWNER: Rebecca Nelson/5451 Ojibway Path LLC 3564 Rolling View Dr. White Bear Lake, MN 55110 PROPOSED DEVELOPMENT The proposed project includes the construction of a single story, slab-on-grade childcare center that has a building footprint of about 14,650 feet. The building will have a 35- space parking lot constructed NE of the building. The project is CUP because it is a childcare facility. Conditional Use Permits have requirements for parking and screening between given projects and residential areas. This project has no adjacent residential areas. The lot area of the site is 79,981 square feet or 1.8 acres. The disturbed area is 73, 723 square feet on 1.69 acres. The proposed impervious area is 38, 810 square feet or 0.89 acres. With that, the project requires an NPDES permit. This project is on the previously reviewed Miller’s Crossroad residential development in 2003. In 2003, the Environmental Board recommended that the project be denied because of the lack of input from the RCWD. Much has changed since 2003 in RCWD and City Rules. The site needs to be re- evaluated from a WCA and stormwater rule standpoint. The western portion of the site is within 1000 feet of the OHW of Baldwin Lake. This makes it fall in the Shoreland Overlay District. For Commercial development in the 2 Shoreland Overlay District, the impervious maximum allowed is 60%. This project meets that requirement. SITE CHARACTERISTICS General site characteristics The site is an open field. The site consists of type “A” soils and drains south and east to regional stormwater ponds, west to Hodgson Road ditch and north to the Birch Street ditch. The road ditch drains to an existing storm sewer system located near the site. Soils The soils on the site consist of about a half a foot of imported silty sand for topsoil, and other fill to a depth of about 9 feet. The fill consists of finely grained poorly graded sand. Land Cover The soil disturbance area of this site is a baron, mowed, non-native cover that has existed since 2003. Significant Resources There are two MN DNR listed wetlands on the site. The two wetlands are dug ponds considered isolated freshwater ponds and Terrene. Terrene means they are surrounded by upland. The wetland ponds are not part of a Wetland Management Corridor. There are no National Heritage recorded species on the site. As with all developments in an area with plenty of amphibians. Although there are already plenty of barriers to turtle travel on this corner site, adding additional barriers can be minimized by adding dropped curbing on the site. Surface Water Stormwater management facilities for the site include two infiltration basins. The infiltration basins drain to existing stormwater ponds. It appears the developer is proposing to raise the elevation of the site by 3 feet in order to meet infiltration separation rules for infiltration ponds. The RCWD rules do not require infiltration if infiltration cannot be accomplished. At this time there is no evaluation data from the RCWD if the site complies with rate and volume requirements, or what to do with the separation issues. The rules impose volume discharge restrictions based on the amount of impervious surface. If infiltration cannot be met the volume requirement must be met in some other way. 3 A 2003 report discusses an infiltration test that was done on the site with a 0.2 to 0.3 inches per hr. infiltration rate. The report refers to the location of the infiltration test site in an appendix page; however there is no location point on the boring/infiltration page. If the infiltration test was performed under the proposed infiltration areas, then we have good infiltration. If it were done somewhere else, a new test should be done in the infiltration basins to ensure they will infiltrate. Given the amount of fill in the area, additional soil borings under the infiltration ponds must be done. This is because an infiltration basin is more than a hope-full hole dug in the ground with infiltration basin language tied to it. If there are low permeability soils or a sub geologic formation that is impervious under it the basin will not infiltrate and we have NURP instead. The site soil borings do show fill to 9 feet down. Possible differences in fill used from spot to spot may have changed, and or there are possible natural impervious layers that exist in the natural formation. If RCWD would require NURP instead of Infiltration ponds, than proposed vegetation must be changed to a standing water planting plan. The infiltration basin must not be a part of the play area. Fence and plantings must be kept off of the wetland easement SE of the building. Plan sheets need to better define water flow direction. Flood Plain There are no floodplain impacts on this site. Wetlands There are two wetlands on the site. The larger wetland on the NE corner of the site is a .22 acre Terrene Pond, isolated. A terrene pond is a wetland/pond completely surrounded by upland and is classified as a shallow open water community. The smaller wetland on the south and east side of property is a .13 acre Terrene pond with a deep marsh classification. Since this is not part of a wetland management corridor, a 10 foot buffer only is needed around the site wetlands. The developer is proposing to manage water quality by channeling water to the infiltration ponds. Stormwater is then guided to the two existing wetland/ponds after treatment. Rice Creek Watershed must review the surface water /stormwater issues for compliance to impervious surface rules and discharge rate control. Stormwater Pollution Prevention Plan 4 All aspects of an NPDES permit must be addressed in the project SWPPP. Although the developer has identified some of the key elements of the SWPPP, there are many issues that were not addressed on the sheet plan. The submitted SWPPP is more complete but it should be stated that no grading permit will be given until all aspects are addressed. Part of this project is within a Shoreland Overlay district for Baldwin Lake. This must be identified on a map with any other waters of the state within 1 mile of the project and water conveyance off the site identified with special BMP’s for any impaired waters identified. Additionally, the name of the SWPPP inspector, with the required inspection credentials and contact information must be received by the city prior to grading. As a condition of any City grading permit, all required SWPPP weekly and post rainfall inspection and follow-up corrections made must be received by the city no later than the day after inspections/corrections are made. The SWPPP must also be onsite at the start of the grading, in a place that anybody can have access to it at any Drinking Water Protection This is in a drinking water service management area. The parcel has a moderate vulnerability, and a low sensitivity rating. What this means is that infiltration ponds must have enough separation (2-3 feet), between the bottom of the pond and the OHGW so that surface water running off of impervious areas is filtered. Special precautions should be made during construction, and as part of the SWPPP to take extra caution with equipment on the site. This would include all fueling and greasing and oil changes or hydraulic changes/leaks. A containment under any fueling stations is required. A concrete washout area must be defined and designed so that concrete waste does not touch or is spilled/dumped on existing soils. There are no private wells on the site. Tree Preservation There are no trees on this site. Lighting The Photometric plan for lighting the site meet the requirements of the City. All fixtures should be downward focused, low intensity, cut-off type lens. Landscape Plan Landscaping on the road ROW corners must be pulled back 30 feet in both directions for road site-line reasons. Tree and Plants species matrix is appropriate. 5 Infiltration ground story plants are a 35-641 mix. This is a native Mesic Prairie mix. The Native planting must be accompanied with a 5 year maintenance plan. The plan must be done by a company that is reputable in the installation and maintenance of Native Prairie plants. The plan and company must be approved by the City. All sod areas must be irrigated. It is highly recommended that a Smart Irrigation system be installed with ground moisture sensors. Sod areas planted with a fescue type of low maintenance fescue sod may not need any irrigation after established. It is recommended to try this in the sod areas if there is no foot traffic anticipated for these areas. Recycling A description of how the business will be participating in the required state law for business recycling must be provided. Lino Lakes Recycling and Anoka County would welcome a discussion with the business on accomplishing this. RECOMMENDATION Approve plan based on staff and Environmental Board and RCWD approvals. Forward on to Planning and Zoning Board and City Council. ATTACHMENTS 1. CUP Submittal 2. LED Photometric Plan N 07°17'56" E 284.23 S 89°58'23" E 247.27WEST 283.35S 00°00'23" W 118.67 S 00°00'23" W 66.96 S 83°05'12" E 64.37N 83°05'12" W 64.4426.43N 45°00'00" E 94.50N 00°01'37" E 55.85 N 89°59'54" W21.62N 00°00'23" E N 49°19'07" W17.1612.5530.00N 00°11'39" E28.12S 89°48'21" EN 89°48'21" WS 89°59'46" E32.5288.4527.4120202020N 89°48'21" W 230.53O v e r h e a d W i r e sB i t u m i n o u sB i t u m i n o u s concrete curb (surmountable)B i t u m i n o u sB i t u m i n o u s B I R C H S T R E E TH O D G S O N R O A D (C.S.A.H. No. 10)(C.S.A.H. No. 49) LAKOTA TRAIL Public Right of WayPublic Right of Way Public Right of Way 60' R/W width60S 11°11' 5 0 " W 6 6 . 0 3 S 17 ° 2 5 ' 5 8 " W 9 3 . 1 1 N 45°00'00" E 95.73204.02N 00°01'37" E 38.39 S 89°59'37" E 50.71S 79°51'44" E 55.6423.39S37°58'04"E26.9550.010.0 O v e r h e a d W i r e ss t o r m s a n i t a r y w a t e r m a i n 12" RCP18" Storm18" Storm18" Storm WatermainSanitary Sewer892894896 894896896 890892890892894R/W width variesR/W width variesL=95.72R=66.00 =83°05'35"L=38.00 R=860.00 =02°31'55"manholemanholemanholemanholemanholesStorm ManholeElec. manholeL=28.05R=104.00=15°27'17"Edge of WetlandEdge of WetlandEdge of Wetland24" RCPflared end sectionSignrisersignal control boxCatch BasinSignSignsingle PolePowerPolePower Polew/anchorPowerPoleSignSignSignstorm control structureriserCatchBasinSignCatch BasinSigntPower Polew/anchorriserHydrantCatch Basingate valveFound nail& washerFound nail& washerSet PK nailStormset point on lineSet point on linesanitarysanitarySignCatch Basinrim=890.15inv(N)=886.65inv(E)=886.75inv(S)=886.55inv(W)=887.25inv=887.53Flared End Sec.rim=887.85inv=885.95ElectricElec. manholeFlared End Sec.inv=889.5(under water)rim=892.90top RCP pipe=890.4889.05tc cb895.88tc cb896.06wtr edge889.31top rcp@pond ed888.65inv=888.94Flared End Sec.893.13889.7891.1892.1894.2895.0895.3896.3896.0893.9891.8890.2889.6890.3891.2893.9 893.5 892.3 890.4890.1 tc895.95tc895.78rim=895.93rim=895.65896.22896.36 896.37896.44inv=889.35Flared End Sec.896.7894.5895.7895.4892.9water elevation889.1water elevation891.8PROPERTY IS VACANTwater elevation889.1Edge of WetlandF:\survey\millers crossroads - anoka\1-16\Mc-1-16fb108511inv86817.dwgItem 1 - Not to our knowledge.Item 2 - Is not a survey issue.Item 3 - Encroachments (bituminous path along N & W lines) and easment encumbrance per doc. no.1151698 affect property as shown hereon.Item 4 - Not to our knowledge.Item 5 - Is not a survey issue.Item 6 - Is not a survey issue.Item 7 - Is not a survey issue.Item 8 - Is not a survey issue.Item 9 - Is not a survey issue.Item 10 - Is not a survey issue.Item 11 - Is not a survey issue.Item 12 - Drainage and utility easements per plat affect property as shown hereon.Item 13 - Restricted access to streets as shown on the plat affect property as shown hereon.Item 14 - Wetland easement per doc. no. 1925499 affect property as shown.ALTA/NSPS Land Title SurveyST. CROIX REAL ESTATE, INC.101 Main Street, NE, Suite 2Minneapolis, MN 55413 Legal DescriptionNote Corresponding to Schedule B, Part IIALTA/NSPS LAND TITLE SURVEY FOR:File No.F.B. No. 1085-11 inv. 86817Prepared by:MISCELLANEOUS NOTESMN 1Legal description and easements per title commitment from First American TitleInsurance Company, File No. 560860, dated August 8, 2017.Property Address: 6499 Lakota Trail, Lino Lakes, MN 55104PID No. 30.31.22.44.0074Area of Parcel = 79981 sq.ftMN 2MN 3MN 4The Gregory Group, Inc. d.b.a.Lot Surveys Company7601 73rd Avenue N.Brooklyn Park, MN 55428phone 763-560-3093fax 763-560-3522Property is in Flood Zone "C" (area of minimal flooding) per FEMA panel mapnumber 270015 0010 B, dated May 17, 1982.DTELot 1, Block 16, Millers Crossroads, Anoka County, Minnesota. Signed: ____________________________________________ Gregory R. Prasch Registration No. 24992Current Zoning InformationSource of Information:City Address:City Phone:City of Lino Lakes web site600 Town Center Parkway, Lino Lakes, MN 55014651-982-2400Zoning District(s):Zoning Definition:NBNeighborhood Business DistrictBuilding Setback Requirements Local StreetSide Yard SetbackRear Yard SetbackObservedRequiredNotesParking TabulationObservedRequiredNotesRegular SpacesHandicapped SpacesTotal Parking SpacesMaximum Height Bulk RestrictionsLot AreaCoverage RatioOther:ObservedRequiredNotesHeight RestrictionsObservedMax. AllowedNotesnot applicablenot listednot listednot applicable79981 Sq. Ft.0%N/A40 feetnot applicable30 feetnot applicablenot listed35 feet11250 sq.ft65%N/ANOTE: Because there may be a need for further interpretation of the applicable zoning codes,we refer you to the above referenced municipality and the applicable zoning codes.30 feetSetback requirements shown forprincipal structure only, refer to Citycode for additional information.Basis of bearings assumed.Collector Streetnot applicable30 feetnot applicablenot applicablenot applicableTo Love to Grow On, a Minnesota non-profit corporation and First American Title InsuranceCompany as follows:This is to certify that this map or plat and the survey on which it is based were made inaccordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land TitleSurveys, jointly established and adopted by ALTA, and NSPS, and includes Items 1, 2, 3, 4, 5,6(b), 8, 9 and 11 of Table A thereof.The field work was completed on September 2, 2017Dated this 15th day of September, 2017.MN 5Benchmark: Anoka County GPS DatumL E G E N D123Denotes Iron Monument SetDenotes Iron Monument FoundLightHydrantPower PoleCatch BasinsManholeFenceOverhead WiresSanitary SewerStorm SewerWatermainGas MainEasement LineBuilding LineDenotes height of building to adjacent groundDenotes Right of Access per platSteel Post HakansonAnderson PROJECT LOCATION LINO LAKES CHILDCARE FOR RYLAUR, LLC CITY OF LINO LAKES GOVERNING SPECIFICATIONS SHEET INDEX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X XXXXXCUP SUBMITTAL Carmen Simonet Design LLC354 Stonebridge Blvd.St. Paul, MN 55105(651) 695-0273www.simonetdesign.comPLANT SCHEDULE1PRELIMINARY LANDSCAPE PLAN0102025PROPERTY LINEPROPERTY LINEBIRCH STREET (HWY 10)HODGSON ROAD (HWY 49) LAKOTA TRAIL OVERHEAD WIRESLANDSCAPE REQUIREMENTSGT3GT4CO7QB4AR5GT2SCHOOL AGEPLAY YARDPRESCHOOLPLAY YARDINFANT/TODDLERPLAY YARDLOVE TO GROW ONCHILDCARE CENTERQB3CC4INFILTRATION BASININFILTRATION BASINRETAININGWALLSODTRASHENCLOSURESODSODSODSODSODSODNOTES:SEE SHEET L2 FOR PLANTING DETAILS AND LANDSCAPE SPECIFICATIONS.REFER TO SHEET C2 FOR SEEDING AND ESTABLISHMENT OF INFILTRATIONBASINS AND WETLAND EDGE.QA1VT7VT7CS7CS7VT7CS6AF3VD8VD6SODSODSODSODSODJV3FENCESP3JV3DL7DL8AA11GT1SODSODSODSODNF11SODSS10SS20QA1SODPUBLIC TRAILPUBLIC TRAILSODSODSEED ALL DISTURBED AREAS (NOTCALLED OUT WITH SHRUBS ORSOD) BETWEEN INFILTRATIONBASIN AND SOUTH AND EASTPROPERTY LINES, WITH MNDOTSEED MIX 35-641SEED ALL DISTURBED AREASBETWEEN RETAINING WALLAND WETLANDS WITH MNDOTSEED MIX 35-641 (TYP.) CUP SUBMITTAL Carmen Simonet Design LLC354 Stonebridge Blvd.St. Paul, MN 55105(651) 695-0273www.simonetdesign.comPLANTING DETAILS1L2TREE PLANTING DETAILNOT TO SCALEPLANTING SOILSUBGRADESODMULCHROOT FLARETREE WRAPTREE PERSCHEDULEGUYING7'0"STEELPOSTROOT BALLNOTES:1.Remove dead or damaged branches. Retain the natural form of the tree. Do not cut theleader.2.Width of planting holes: 18" min. larger than root ball, on all sides.3.Depth of hole: root flare to sit at or up to 2" above the top of the finished soil elevation.Leave soil undisturbed beneath the root ball.4.Scarify bottom and sides of hole prior to planting.5.Set plant on undisturbed soil or thoroughly compacted planting soil.6.Remove top 1/3 of the basket or the top two horizontal rings whichever is greater.Remove all burlap from top 1/3 of root ball. Remove all twine. Remove or correct stemgirdling roots.7.Slit remaining burlap at 6" intervals.8.Plumb & backfill with planting soil. Thoroughly water in tree within 2 hours to settle plantsand fill voids.9.Backfill voids and water a second time.10.Place 4" mulch within 48 hours of the second watering. No mulch to be in contact w/trunk.11.Contractor is responsible for maintaining trees in a plumb position throughout theguarantee period. Stake trees if site conditions, such as soil and wind, prevent the treesfrom staying plumb. Use 16" long, 1.5" wide straps, see specs. Attach to post with wiresee specs. Install post 3' into ground. Remove within one year.12.Wrap trunk in fall remove in spring.13.Refer to specs. for products and other information.SODDING - continued5.EXECUTIONA.Install sod during favorable weather, do not sod if ground is frozen or sodis dormant.B.Lay sod with tightly fitting joints, no overlapping joints, and stagger rowsto offset joints. Anchor sod on slopes to prevent slippage.C.Thoroughly water sod immediately after installing. Continue watering atfrequency necessary to initiate rooting, and until the work is accepted byOwner.D.Clean up and remove all debris resulting from sodding activity anddispose of properly. Restore all areas disturbed by sodding operation totheir original condition.6.ACCEPTANCE OF SOD WORKA.Contractor to notify Owner when sod work is complete for review andpunch list.B.Owner to accept work following satisfactory correction of punch listitems.C.Contractor will maintain all turf areas in a healthy, growing condition bywatering, mowing, and any other maintenance necessary to establishthe lawn, for a minimum of 30 days from time of acceptance.D.Any sod that does not show definite growth and establishment during the30 days from time of acceptance, shall be replaced and established atthe proper season by the Contractor at Contractor's expense.LANDSCAPE SPECIFICATIONSTREES, SHRUBS, AND PERENNIALS1.REFERENCESA.Mn/DOT - Minnesota Department of Transportation, Standard Specificationsfor Construction, 2016 Edition.B.American Standard for Nursery Stock, ANSI Z60.1-2014.2.QUALITY ASSURANCEA.Work shall be performed by a landscape contractor with extensivehorticulture knowledge, and a min. of 3 years experience.B.Handle plants in such a way as to protect from damage eitherphysical or by exposure to sun and wind. Mishandled plants aresubject to rejection by Landscape Architect.C.Plants used on this project shall meet the grading standardsrecommended by the ANSI Z60.1-2014.3. PRODUCTSA.Plants: Provide as specified on Plant Schedule.B.Edging: Ryerson steel edging 3/16" x 5" w/ 18" stakes, or equal.C.Mulch: Shredded hardwood mulch.D.Water: Contractor to provide.E.Planting Soil: rich friable, sandy loam, free of debris and seeds, andconforming to Mn/DOT 3877.2.F.Compost: Mn/DOT 3890.2, Grade 2.G.Tree Wrap: Two-ply weather resistant paper product.4.PLANTING DATES: Spring Planting: Apr. 1 - June 15. These dates maybe extended if daytime temps. remain below 80 degrees. Fall: Sept. 30 -Oct. 30th. Daytime temps. need to drop below 80 degrees before plantingbegins, and may continue until freeze up. Coniferous trees Aug. 15 - Oct.1st. Plant under favorable weather conditions, do not plant during days ofextreme heat.5.EXECUTIONA.Plant into prepared planting beds.B.Prior to digging, Contractor to have utilities located.C.Contractor to notify Landscape Architect 3 days in advance of whenplanting work will occur.D.Install trees, shrubs, and perennials per planting details, adjustlocation if in conflict with utilities. Verify new location with LandscapeArchitect prior to planting.E.Separate all shrub beds from sod areas with edger.F.Clean-up entire site following planting operations.6.ACCEPTANCE OF PLANTING WORKA.Contractor to notify Owner when planting work is complete for reviewand punch list.B.Contractor to water and maintain the trees, shrubs and perennialsuntil Owner Acceptance.C.Owner will give Acceptance of Work, following satisfactory correctionof punch list items.D.Watering and regular landscape maintenance of trees, shrubs andperennials will be Owners responsibility following owner acceptanceof work.7.GUARANTEE PERIODA.Contractor to warranty trees, shrubs and perennials for two yearsfollowing acceptance of Work by Owner.B.Contractor to maintain the trees in a plumb position throughout theguarantee period.C.Contractor to remove all staking/wiring/ straps from trees at the endof the guarantee period.D.Replacements: At the end of the guarantee period, all plants whichare unhealthy, dead, not having a normal density, size, shape orcolor shall be shall be replaced. Replacements shall match caliperand/or height of the other plants at time of replacement. Selection ofreplacement material and installation practices shall follow therequirements of the Drawings and Specifications.IRRIGATION 1.DescriptionA.Design, furnish, and install complete, fully automatic and programmableirrigation system, capable of alternate date watering for all landscapeareas. The system shall be capable of achieving one inch of precipitationper week under an alternate day watering regime. The system shallprovide full coverage with uniform levels of total precipitation throughoutall irrigated areas.B.The system is to meet state department of health standards and have abackflow preventer.C.Provide a separate, municipally monitored water meter for the landscapeirrigation system.2.Quality AssuranceA.The system shall be designed and installed by an irrigation contractorwith a minimum of 3 years experience designing and installing systemsof similar scope and size.B.The designer shall provide balanced pressure and flow and optimumoperating efficiency.C.Materials, equipment, and methods of design and installation shallcomply with, but not be limited to, the following codes and standards:·All local and state laws and ordinances, and with all the establishedcodes applicable thereto.·National Electrical Code.·American Society for Testing and Materials (ASTM).·National Sanitation Foundation (NSF).·The best management practices developed by the IrrigationAssociation.3.SubmittalsA.References: submit client/owner contact information for a minimum of 3similar projects.B.Shop Drawings: submit irrigation plan for review and acceptance.C.Manual: provide operation and maintenance manual of irrigation system.D.As-Built: provide 11”x17” irrigation map either in protective sleeve orlaminated, to mount on wall with the main control panel. Map needs toindicate zones, location of all controls, piping, heads (including type),drip-lines, valves and connection to water service.4.PRODUCTSA.Select products suitable to the landscape areas, such as using dripline inthe beds next to the building.B.All products and materials used in the system shall be new andprofessional grade.C.Provide sprinkler heads, driplines, electric valves, and automaticcontroller from one manufacturer: Toro, Rainbird, Hunter Industries, orequal.5.EXECUTIONA.Prior to digging, Contractor to have utilities located.B.Provide uniform water coverage in all planting beds.C.Install the irrigation system per contractor's plan and specifications.D.Instructions: Contractor to instruct the Owner in proper operation andmaintenance of the system.E.Cleanup: Replace landscaping disturbed by operations. Cleanup alldebris and restore site to original condition.6.REVIEW AND ACCEPTANCEA.Notify Owner when irrigation work is complete, for review and punch listof any items needing correction to conform to the Landscape Drawingsand Specifications.B.Owner to accept work following satisfactory correction of punch listitems, provided submittals, maintenance, and guarantee requirementsare met.7.MAINTENANCEA.Contractor to drain using the blow-out method the first fall, and put thesystem back into operation the following spring, at no additional cost toOwner.8.GUARANTEEA.Warranty irrigation system materials and labor for one year followingacceptance of work by Owner. Contractor to promptly furnish and install,at no cost to Owner, any parts that prove defective in material orworkmanship.SODDING1.AREAS TO SODA.Sod lawn areas disturbed by construction and as noted on plan.2.REFERENCESA.Mn/DOT - Minnesota Department of Transportation, Standard Specificationsfor Construction, 2016 Edition.3.PRODUCTSA.Sod: provide strongly rooted sod, machine cut to pad thickness of 1",excluding top growth and thatch. Sod to be at least 2 years old, freeof weeds, disease, or other material which might be detrimental tothe development of the sod. Sod to be moist when cut andmaintained in moist condition during transportation and storage atthe site. Do not use sod that shows signs of visible heating on thisproject.B.Water: Contractor to provide.C.Topsoil: provide rich friable,sandy loam, free of debris and seeds,and conforming to Mn/DOT 3877-1.4.SOIL PREPARATION: Verify all sod areas have a minimum of 6" oftopsoil. Remove rocks and other debris over 1" in diameter, smoothsoil to ensure an even grade.PLANTING ON A SLOPE DETAILNOT TO SCALE2L2NOTES:1.Dig shrub hole 12" min. larger than container size, all sides.2.Scarify bottom and sides of hole prior to planting.3.Remove dead or damaged branches. Retain the natural form of the shrub.4.Hand loosen roots of containerized material. score outside of soil mass to redirectcircling fibrous roots.5.Set shrub on undisturbed soil or on thoroughly compacted planting soil. Install plant sothe top of the root flare is at or up to 2" above the finished grade.6.Plumb and backfill with planting soil. Thoroughly water in shrub prior to placing mulch.7.All beds receive 4" depth mulch.8.Refer to specs. for products and other information.SHRUB PLANTING DETAILNOT TO SCALE3L2NOTES:1.Amend planting soil by working in 2" ofcompost.2.Score bottom and sides of root ball.3.Plant at same depth as in container.4.Place 2" depth mulch over planting bed. Donot place any mulch on vegetation.5.Thoroughly water in plants.6.Refer to specs. for products and otherinformation.4L2PERENNIAL PLANTING DETAILNOT TO SCALESHREDDEDHARDWOODMULCHPERENNIAL PERSCHEDULEPLANTINGSOILSUBGRADE FOOTPRINT 14,405 S.F. (13,027 S.F. LESS COURTYARD) 30'-0"26'-9"14 STALLS @ 9' PER 126'-0"3 STALLS @ 9' PER27'-0"3 STALLS @ 9' PER27'-0"8'-0"10'-0"8'-0"12 STALLS @ 9' PER108'-0"8 STALLS @ 9' PER72'-0"18'-0"25'-0"18'-0"25'-0" 18'-0" 82'-10"7'-6"18'-0"12'-8" 20086 SF PRESCHOOL PLAY AREA 46 PROOF OF PARKING(4) STALLS 112 2 1 1 1 3 3 2 44 4 4 5 5 2 6 6 7 7 1 1 9'-6" 1 8 8 8 8 8 9 9 9 9 9 9 910 2 3120 SF TODDLER PLAY AREA 47 TE 11 11 A100 2 12 130'-3"8 13 A100 3 2'-0" 8'-0" 2'-0"2'-0"5'-6"SIGNAGE AREA 24 S.F.1'-6" 3'-0"0'-6"0'-6"2'-0" 8'-0" 2'-0" MASONRY PIER CONCRETE CAP PROJECT INFORMATION: RYLAUR, LLC. 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com ©2018 RYLAUR LLC. CLIENT INFORMATION: SHEET TITLE: DRAFTED: REVIEWED: SHEET DATE:1/8/2018 1:15:40 PMA100 SITE PLAN JH APH CUP SUBMITTAL01.08.18 LOVE TO GROW ON CHILDCARE 10101 LEXINGTON AVENUE, NE CIRCLE PINES, MN LOVE TO GROW ON CHILDCARE 6499 LAKOTA TRAIL LINO LAKES, MN 1" = 20'-0" 00 -SITE PLAN1 KEYNOTE LEGEND #DESCRIPTION 1 TYPICAL 6" CURB WITH 12" GUTTER 2 WHITE TRAFFIC ARROW WITH REFLECTIVE SURFACE APPLIED TO BITIMUNOUS PAVING 3 TYPICAL HANDICAP PARKING SYMBOL WITH REFLECTIVE SURFACE APPLIED TO BITIMUNOUS PAVING 4 STRIPED AREA WITH REFLECTIVE SURFACE APPLIED TO BITIMUNOUS PAVING 5 NEW BITUMINOUS PAVING 6 HANDICAP PARKING SIGN EMBEDDED IN STANDARD CONCRETE FILLED PIPE BOLLARD 7 REFLECTIVE "DO NOT ENTER" TRAFFIC SIGN. 8 6' HIGH DECORATIVE METAL FENCE. REFER TO ELEVATION SHEET A003 9 PROPERTY LINE. REFER TO CIVIL DRAWINGS 10 TRASH ENCLOSURE LOCATION 11 LED PARKING LOT LIGHT POLE EQUAL TO LUMARK MODEL PRV-A40-D-UNV-T3-SA-BZ 12 NEW MONUMENT SIGN 13 RETAINING WALL, REFER TO CIVIL AND LANDSCAPE PLANS REVISION SCHEDULE NO DESCRIPTION DATE 1/4" = 1'-0" MONUMENT SIGN21/4" = 1'-0" MONUMENT SIGN3 1 1 PROJECT INFORMATION: RYLAUR, LLC. 14 PHEASANT LANE NORTH OAKS, MN 55127 P: 612.868.3636 philger@rylaur.com ©2018 RYLAUR LLC. CLIENT INFORMATION: SHEET TITLE: DRAFTED: REVIEWED: SHEET DATE:1/8/2018 1:15:43 PMA100a SITE LIGHTING PLAN JH APH CUP SUBMITTAL01.08.18 LOVE TO GROW ON CHILDCARE 10101 LEXINGTON AVENUE, NE CIRCLE PINES, MN LOVE TO GROW ON CHILDCARE 6499 LAKOTA TRAIL LINO LAKES, MN REVISION SCHEDULE NO DESCRIPTION DATE 1" = 20'-0" 00 -SITE LIGHTING PLAN1 KEYNOTE LEGEND #DESCRIPTION 1 LED PARKING LOT LIGHT POLE EQUAL TO LUMARK MODEL PRV-A40-D-UNV-T3-SA-BZ LAKOTA TRAI L 1A-22B-20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.40.40.40.30.30.30.30.20.20.20.20.20.20.30.40.50.60.60.70.70.70.60.60.50.50.40.30.30.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.20.20.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.30.30.30.20.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.30.40.40.30.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.50.50.50.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.40.60.70.70.70.60.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.50.70.91.11.10.90.50.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.30.50.81.21.51.51.30.80.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.40.60.91.42.02.12.01.30.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.50.81.21.72.32.92.92.00.30.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.60.91.42.12.83.84.32.70.50.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.71.11.72.63.54.25.52.80.90.50.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.50.70.91.21.92.94.04.04.43.31.30.60.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.70.80.91.11.52.23.24.44.04.23.11.30.60.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.91.11.31.51.82.43.34.44.24.53.41.40.70.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.01.11.31.61.72.02.43.34.14.65.73.01.10.50.30.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.01.11.31.61.92.02.12.43.03.64.54.83.00.70.40.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.70.91.11.31.51.82.02.22.22.42.83.23.73.52.40.50.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.50.71.01.31.51.71.92.02.12.22.52.83.13.02.61.70.40.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.50.71.01.41.71.81.91.82.02.22.52.72.72.51.91.20.40.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.50.71.01.41.61.71.91.92.12.22.42.42.32.01.50.90.40.20.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.40.71.01.21.41.61.81.92.02.12.12.01.81.51.10.70.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.20.30.40.60.91.01.21.41.71.92.01.81.71.61.51.20.90.60.30.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.1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ScheduleSymbolQtyLabelArrangementTotal Lamp LumensLLFDescription1A-2BACK-BACKN.A.0.900New Base, Pole, Fixt 143W T5 27' Mtg. Ht., Lumark PRV Prevail_PRV-A40-D-UNV-T5-BZ1B-2ROTATED OPTICSN.A.0.900New Base, Pole, Fixt 143W T3 27' Mtg. Ht., Lumark PRV Prevail_PRV-A40-D-UNV-T3-BZCalculation SummaryLabelAvgMaxMinAvg/MinMax/Min# PtsProperty Line0.110.70.0N.A.N.A.140Site0.265.50.0N.A.N.A.1949Main Parking2.025.50.45.0513.75184ENGINEER SEALREVISIONSCADAGISHEET DESCRIPTION ENGINEER INFOSHEET#: REV #:1111 HIGHWAY 25 NORTHSUITE 201BUFFALO MN 55313PH:763.684.1548FAX:763.682.9048DATEINITDESCRIPTION#LEDPHOTOMETRICPLANNASL3.00N. MOLENDAJ. MACKEYPROJECT INFOPROJECT #ISSUE DATEDESIGN LEVELBASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONSSHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECTMUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELDCONDITIONS.THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROMLABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZINGCURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATINGENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANYMANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.FOR ADDITIONAL LIGHTING INFORMATION CONTACT:PH: 763.684.15480'50'100'1LED PHOTOMETRIC PLANSCALE: 1" = 20'-0"LOVE TO GROW ONCHILDCARE6499 LAKOTA TRAILLINO LAKES. MNR18010912.11.201714 PHEASANT LANENORTH OAKS. MN 55127PH:612.868.3636RYLAUR, LLC.N ENGINEER SEALREVISIONSCADAGISHEET DESCRIPTION ENGINEER INFOSHEET#: REV #:1111 HIGHWAY 25 NORTHSUITE 201BUFFALO MN 55313PH:763.684.1548FAX:763.682.9048DATEINITDESCRIPTION#POLE MOUNTFIXTURESPECIFICATIONSHEETSNASL3.10N. MOLENDAJ. MACKEYPROJECT INFOPROJECT #ISSUE DATEDESIGN LEVELBASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS AND LUMINAIRE LOCATIONSSHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECTMUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELDCONDITIONS.THE LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALCULATED FROMLABORATORY DATA TAKEN UNDER THE CONTROLLED CONDITIONS UTILIZINGCURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATINGENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANYMANUFACTURER'S LUMINAIRE MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE,TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.FOR ADDITIONAL LIGHTING INFORMATION CONTACT:PH: 763.684.15481POLE MOUNT FIXTURE TYPE A-2LOVE TO GROW ONCHILDCARE6499 LAKOTA TRAILLINO LAKES. MNR18010912.11.201714 PHEASANT LANENORTH OAKS. MN 55127PH:612.868.3636RYLAUR, LLC.2POLE MOUNT FIXTURE TYPE B-2SPECIFICATION SHEETSPECIFICATION SHEET 1 ENVIRONMENTAL BOARD AGENDA ITEM 5C STAFF ORIGINATOR: Marty Asleson, Environmental Coordinator MEETING DATE: February 28, 2018 REQUEST: Distinctive Elements Tile and Design/Rezone to Light Industrial and Site Plan Review APPLICANT: Patrick Bland 485 Birch Street Lino Lakes, MN 55014 OWNER: Same PROPOSED DEVELOPMENT The proposed site is located adjacent to 501 Apollo Drive on the west as part of Apollo Business Park NO 2. The lot is zoned for General Business, and wishes to rezone to Light Industrial. Distinctive Elements Tile & Design, LLC is a tile installation business, and has been in business for 6 years. We have grown the business to the point that we need a shop/supply warehouse for installation supplies, and an office area for potential client meetings and business office purposes. The warehouse we wish to build on Apollo Drive will be primarily used for those purposes. There are currently no employees, but we will only ever have 1-2 employees, as this is a family business. Customers/Clients will only visit site 1-2 times per month, as this is meant to mainly be a supply location SITE CHARACTERISTICS Site Evaluation The Apollo Drive Business District was reviewed by the Environmental Board around 1999. At that time it was determined that the excavated storm/infiltration ponds were 2 adequate to service the entire Apollo Drive business area. Since then, surface water management requirements have increased to the standards of what they are today. The site area is 0.83 acres, with a proposed impervious area of 11, 880 square feet. Soils Soils are sandy with high infiltration rates. The water table is deep enough so there are no separation issues. Land Cover The lot has some undetermined species of trees on the west side of the property. The ground surface is non-native mowed grasses. Significant Resources There are no significant resources of this site. Surface Water The developer is proposing to build an infiltration basin. The basin will be reviewed by RCWD and our city engineers to ensure the water quality and water quantity standards are being met. Flood Plain There is no Floodplain on the site Wetlands There are no wetlands on the site. Drinking Water Protection This is not in a Drinking Water Service Management Area. Tree Preservation There are Hardwood trees on the west side of the property that continue on to the property at 501 Apollo Drive. There are Evergreen screen trees on the adjacent property to the east. The developer is showing the tree lines of both areas inside of perimeter control fencing. SWPPP 3 An NPDES permit is not needed for this site. An erosion control plan is needed. A rock entrance is needed. Silt fence is shown on the plan for perimeter control. The developer must protect all storm drain inlets within 200 feet of the property on Apollo Drive. Lighting The developer must submit a photometric plan. The developer must submit lighting fixtures. The fixtures must be a low intensity, downward focused, cut-off type lens. Landscape Plan Tree and shrub plantings are appropriate. Seed mix must be given to city. It is preferred to have a native seed mix in the infiltration pond. Since this is in the front of the building, a native, alternative lawn such as a variety of Fescue. All sodded areas must be irrigated. Sod areas planted with a fescue type of low maintenance fescue sod may not need any irrigation after established. It is recommended to try this in the sod areas if there is no foot traffic anticipated for these areas. Recycling A description of how the business will be participating in the required state law for business recycling must be provided. Lino Lakes Recycling and Anoka County would welcome a discussion with the business on accomplishing this. RECOMMENDATION Approve with staff and Environmental Board recommendations and comments. Move forward to Planning and Zoning Board and City Council. ATTACHMENTS 1. Survey and Grading, Drainage, Erosion Control & Utility Plan 2. Site Plan with Trash Enclosures 3. Site Plan 4. Landscape Plan, Site Lighting Plan 5. Vicinity Map 1 ENVIRONMENTAL BOARD AGENDA ITEM 5D STAFF ORIGINATOR: Marty Asleson, Environmental Coordinator MEETING DATE: February 28, 2018 REQUEST: General Concept Plan Review for Eastern Heights/PUD APPLICANT: Hampton Properties VI, LLC 1341 County Road D, Circle E Vadnais Heights, MN 55109 Joel Larson, Joel Hampton Companies OWNER: Same PROPOSED DEVELOPMENT This project proposal is located just north of the demolished restraint on County Road J and Hodgson Road. The property is approximately 17 acres and is zoned General Business. Hampton Properties is proposing to develop approximately 17 acres of land into a mixed- use development consisting of 50 townhomes, 80 apartment units, and 32 memory care and high acuity assisted living units. The units will be part of a homeowners association. SITE CHARACTERISTICS Site Evaluation This is a Concept Plan look at the Environmental Issues. The site appears to have one wetland in the NE corner of the proposal. The Concept Plan has two ponds drawn on the site concept plan. One pond is adjacent to a wetland on the NW side of the project and the other is one the sw side of the project proposal. It is unknown at this time if a wetland delineation was done. 2 Soils The soils map provided by the developer shows sandy soils on the site. It is unknown if there were soil borings done. Soil borings will have to be done for infrastructure and building design. If the proposed pond on the site is proposed to be an infiltration pond, the city would need borings in the pond bottom to determine that the infiltration pond will infiltrate, and that there is adequate separation between the bottom of the pond and the OHGW elevation. Land Cover It appears from photography that there are mixed hardwoods and softwoods on the site, with grassy, mowed open areas. The softwoods appear to be a mixture of different kinds of spruce, pine and cedars. The softwoods are non-discernable. A detailed tree inventory, and tree preservation plan would need to be done if this project goes forward. Significant Resources There are no signature features on this site that would indicate rare plants or animals. There are no NHIS data for this site. Surface Water There are 4 catchment areas on this parcel. Future surface water allocations should try to stay in the same catchment areas. Flood Plain There is no floodplain on the site. Wetlands There is a wetland on the concept plan. If this wetland has not been delineated, that must be done. Stormwater Pollution Prevention Plan The project will need to have an NPDES permit, and full SWPPP submitted. Tree Preservation A tree preservation plan will need to be submitted. 3 Landscape Plan A detailed landscape plan will need to be submitted. Boulevard trees are required and escrow money obtained for these trees. Since this is an assisted living and memory care facility area, the use of trails and flower garden plantings should be planned for this development. A small handicap accessible community garden area would also be desirable in this area for programming open space landscaping. Alternative lawns are preferred to cultured bluegrass sod. In areas where there will be foot traffic, then sod areas must be irrigated. Smart irrigation systems should be used that have soil moisture sensors. RECOMMENDATION Approve staff and Environmental Board recommendations. Forward on to Planning and Zoning Board and City Council ATTACHMENTS 1. Concept Plan Set 2. Concept Plan 3. Resource Inventory with Aerial 4. Resource Inventory 5. Narrative HDCPHDCPName:Signature:Date:License #:I hereby certify that this survey, plan orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor under the lawsof the State of Minnesota.1of4CONCEPT PLAN WITH AERIALHAMPTON COMPANIES LLC 3570 Lexington Avenue North Suite 321 Shoreview, MN 55126REVISIONS1. 2. 3. 4. 5. 6.DRAWN BY:ISSUE DATE:C#02/12/18EASTERN HEIGHTS Lino Lakes, Minnesota f:\jobs\7061 - 7080\7064 - hodgson road\cad c3d\survey\concept submittal\7064_concept plan.dwgSave Date:02/12/18 FILE NO:XXX3890 Pheasant Ridge Drive NE, Suite 100, Blaine, MN 55449 Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGR-1XGBRGBGBGBGBGBRRGBGBGBGBGBR-1XR-1XR-1XR-1XGBRR-1X ZONING DATA RLEGAL DESCRIPTION NOTES INDEX SITE DATA LEGEND HDCPHDCPName:Signature:Date:License #:I hereby certify that this survey, plan orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor under the lawsof the State of Minnesota.2of4CONCEPT PLAN HAMPTON COMPANIES LLC 3570 Lexington Avenue North Suite 321 Shoreview, MN 55126REVISIONS1. 2. 3. 4. 5. 6.DRAWN BY:ISSUE DATE:C#02/12/17EASTERN HEIGHTS Lino Lakes, Minnesota f:\jobs\7061 - 7080\7064 - hodgson road\cad c3d\survey\concept submittal\7064_concept plan.dwgSave Date:02/12/18 FILE NO:XXX3890 Pheasant Ridge Drive NE, Suite 100, Blaine, MN 55449 Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGR-1XGBRGBGBGBGBGBRRGBGBGBGBGBR-1XR-1XR-1XR-1XRGBRR-1X ZONING DATA LEGAL DESCRIPTION NOTES SITE DATA LEGEND Name:Signature:Date:License #:I hereby certify that this survey, plan orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor under the lawsof the State of Minnesota.3of4RESOURCE INVENTORY W/AERIALHAMPTON COMPANIES LLC 3570 Lexington Avenue North Suite 321 Shoreview, MN 55126REVISIONS1. 2. 3. 4. 5. 6.DRAWN BY:ISSUE DATE:C#02/12/18EASTERN HEIGHTS Lino Lakes, Minnesota f:\jobs\7061 - 7080\7064 - hodgson road\cad c3d\survey\concept submittal\7064_resource inv.dwgSave Date:02/12/18 FILE NO:XXX3890 Pheasant Ridge Drive NE, Suite 100, Blaine, MN 55449 Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYING Name:Signature:Date:License #:I hereby certify that this survey, plan orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor under the lawsof the State of Minnesota.4of4RESOURCE INVENTORY HAMPTON COMPANIES LLC 3570 Lexington Avenue North Suite 321 Shoreview, MN 55126REVISIONS1. 2. 3. 4. 5. 6.DRAWN BY:ISSUE DATE:C#02/12/18EASTERN HEIGHTS Lino Lakes, Minnesota f:\jobs\7061 - 7080\7064 - hodgson road\cad c3d\survey\concept submittal\7064_resource inv.dwgSave Date:02/12/18 FILE NO:XXX3890 Pheasant Ridge Drive NE, Suite 100, Blaine, MN 55449 Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYING HDCPHDCPName:Signature:Date:License #:I hereby certify that this survey, plan orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor under the lawsof the State of Minnesota.2of4CONCEPT PLAN HAMPTON COMPANIES LLC 3570 Lexington Avenue North Suite 321 Shoreview, MN 55126REVISIONS1. 2. 3. 4. 5. 6.DRAWN BY:ISSUE DATE:C#02/12/17EASTERN HEIGHTS Lino Lakes, Minnesota f:\jobs\7061 - 7080\7064 - hodgson road\cad c3d\survey\concept submittal\7064_concept plan.dwgSave Date:02/12/18 FILE NO:XXX3890 Pheasant Ridge Drive NE, Suite 100, Blaine, MN 55449 Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYINGR-1XGBRGBGBGBGBGBRRGBGBGBGBGBR-1XR-1XR-1XR-1XRGBRR-1X ZONING DATA LEGAL DESCRIPTION NOTES SITE DATA LEGEND Name:Signature:Date:License #:I hereby certify that this survey, plan orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor under the lawsof the State of Minnesota.3of4RESOURCE INVENTORY W/AERIALHAMPTON COMPANIES LLC 3570 Lexington Avenue North Suite 321 Shoreview, MN 55126REVISIONS1. 2. 3. 4. 5. 6.DRAWN BY:ISSUE DATE:C#02/12/18EASTERN HEIGHTS Lino Lakes, Minnesota f:\jobs\7061 - 7080\7064 - hodgson road\cad c3d\survey\concept submittal\7064_resource inv.dwgSave Date:02/12/18 FILE NO:XXX3890 Pheasant Ridge Drive NE, Suite 100, Blaine, MN 55449 Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYING Name:Signature:Date:License #:I hereby certify that this survey, plan orreport was prepared by me or under mydirect supervision and that I am a dulyLicensed Land Surveyor under the lawsof the State of Minnesota.4of4RESOURCE INVENTORY HAMPTON COMPANIES LLC 3570 Lexington Avenue North Suite 321 Shoreview, MN 55126REVISIONS1. 2. 3. 4. 5. 6.DRAWN BY:ISSUE DATE:C#02/12/18EASTERN HEIGHTS Lino Lakes, Minnesota f:\jobs\7061 - 7080\7064 - hodgson road\cad c3d\survey\concept submittal\7064_resource inv.dwgSave Date:02/12/18 FILE NO:XXX3890 Pheasant Ridge Drive NE, Suite 100, Blaine, MN 55449 Phone: 763-489-7900 Fax: 763-489-7959 ENVIRONMENTAL ◦ ENGINEERING ◦ SURVEYING