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HomeMy WebLinkAboutPC Packet 09.24.20(T— I Y O� CI GO AgendaEST. 1906 Hugo Planning Commission Thursday, September 24, 2020 REMOTE MEETING 7:00 PM Meeting to be held remotely pursuant Minn. Stat. Sec. 13D.021 Anyone who wishes to speak at the meeting is strongly encouraged to make arrangements by 4:30 p.m. on the day of the meeting by contacting Community Development Assistant, Emily Weber at 651-762-6311 or eweber@ci.hugo.mn.us. For more information on the remote meeting and participation, go to: www.ci.hugo.mn.us/planning Meeting ID: 840 6103 2709 A. ROLL CALL: Arcand, Derr, Fry, Kleissler, Lessard, Luchsinger, Mulvihill, Tjernlund B. PLEDGE OF ALLEGIANCE C. APPROVAL OF MINUTES 1. August 13, 2020 D. PUBLIC HEARING 1. Grundhofer's Old Fashioned Meats, 15449 Forest Boulevard North — Site plan, CUP amendment, and variance requests. 2. Victor Land Holdings, LLC — Site plan, easement vacation, CUP, and variance requests for the property located at 1301" Street North and Fenway Boulevard North. E. NEW BUSINESS F. OLD BUSINESS G. ADJOURNMENT If you need accommodations for the Planning Commission meeting please contact Rachel Juba at (651) 762-6304 or rluba@ci.hugo.mn.us, thank you. Minutes for the Planning Commission Meeting of Thursday, August 13, 2020 Meeting held remotely pursuant Minn. Stat. Sec. 1313.021 Chair Kleissler called the meeting to order at 7:00 pm. PRESENT: Arcand, Derr, Fry, Kleissler, Lessard, Mulvihill, Tjernlund. ABSENT: Luchsinger. STAFF: Rachel Juba, Community Development Director Emily Weber, Community Development Assistant Pledge of Allegiance. Approval of Minutes for the Planning Commission Meeting of June 25, 2020 Commissioner Arcand made a motion, seconded by Commissioner Fry to approve minutes for the meeting of June 25, 2020. Ayes: Arcand, Derr, Fry, Kleissler, Lessard, Mulvihill, Tjernlund. Nay: None. Motion carried. Public Hearing: Katherine and Benjamin Robinson, 4444 129th Street North — Conditional use permit amendment request to continue the boat rental operations on the property. Staff provided background on the conditional use permit amendment request for 4444 129th Street North to continue their boat rental business on Bald Eagle Lake. The previous approval is from 1993 and outlines the conditions is shall operate under. In general the property and use has been in compliance with the permit and staff has not received any complaints on the property for several years. The applicant has a contract with the existing owner to purchase the property and will continue to operate the business. The Robinsons are looking to revise the number of boats they are allowed to rent and revise the types of boats. They are also looking to revise the length of the dock. Staff outlined all of the proposed revisions and recommended approval of the revisions. Staff also recommended that the Planning Commission open up the public hearing and take all comments. The applicants, Katy and Ben Robinson, addressed the Planning Commission and stated they are excited to continue operating the boat rental property as a family business. The current owner Marty Weber also addressed the Planning Commission and stated his support. August 13, 2020 PC Minutes Page 2 Commissioner Arcand made a comment that the signs along Highway 61 are faded and recommended they be replaced. Chair Kleissler opened the public hearing at 7:15 pm. No one spoke. Chair Kleissler closed the public hearing at 7:18 pm and brought the discussion back to the Planning Commission. Commissioner Fry asked staff if they knew why the dock was at 200 feet instead of 250 feet if that is the length permitted by ordinance. Staff said there was no background on the reason for the length of the dock. Commissioner Fry made a motion to approve the conditional use permit amendment request to continue the boat rental operations located at 4444 129t" Street North, seconded by Lessard. Aye: Arcand, Derr, Fry, Kleissler, Lessard, Mulvihill, Tjernlund. Nay: None. Motion carried. Public Hearing: Victor Land Holding, LLC, 13925 Fenway Blvd N — Preliminary plat, site plan, and conditional use hermit amendment for Rov Molitor 4t" Addition. Staff provided background on the application submitted by Victor Land Holding, LLC. The applications are for preliminary plat, site plan, and conditional use permit amendment approval the Roy Molitor 4tn Addition. The applicant is proposing a 27,100 square foot manufacturing/warehouse building with access from 140t" Street North within the Schwieters campus development. Staff gave an overview of the submitted site plan, which provided details on parking, access, landscaping, and building architecture. The site plan complies with the building setback and impervious surface requirements for the Business Park Zoning District. The proposed landscaping plan does not meet the code requirements, but staff will continue to work with the applicant prior to final plat approval. Staff stated that the stormwater management facilities will be located on outlot A and shared with the other buildings from the campus development. Staff made record of the comments that have been received from the surrounding residents by phone and email prior to the meeting. The main concerns were addressing the traffic along Fenway Boulevard, noise from existing operations, lack of landscaping, and access from 140t" Street. These comments were provided to the Planning Commission. Comments were provided from: Bill Mahre, 5231 141St Street North Donald and Chrisann Jones, 5249 1415t Street Circle North Denise and Howard Johnson, 5239 141St Street Circle North Roy and Sandy Ware, 5247 1415t Street Circle North August 13, 2020 PC Minutes Page 3 Staff concluded that the proposal meets all the requirements necessary for the City to approve the preliminary plat, easement vacation, CUP amendment, and site plan as outlined in the City Code if the appropriate conditions are met in the corresponding resolutions and conditional use permit. Staff recommended that the Planning Commission take public comment and approve the applications subject to the conditions in the draft resolutions and conditional use permit. Mark Guenther, representative of Victor Land Holding, LLC, addressed the Planning Commission and added additional comments to staff's presentation. The applicant will be replacing the landscaping from the previous additions that hasn't survived. Guenther stated that the site design was intended to shield away operations from the residential neighborhood. Chair Kleissler asked if there will be any lighting on the side that faces the residential neighborhood. Guenther stated that the proposed plans show downcast lights along the north side of the building. Kleissler asked if these lights could be removed and the applicant stated that he will work with staff moving forward. Commissioner Fry asked the applicant to clarify the daily traffic activity. Guenther provided details on expected deliveries and their respective locations Chair Kleissler opened the public hearing at 7:15 pm. Bob Meyers, 5225 1415t Street — Is on the Fenway Association Board and stated that many of the neighbors can continuously hear the noise from the site operations. He also stated that the stop sign near the intersection is often ignored. Asked the Planning Commission to really consider the comments from the public. Guenther stated that he is not part of the current operations. Staff stated that they will make contact with the current site managers and stated that it may be appropriate to add additional landscaping to the conditions in the resolutions. Donald Jones 5249 141St Street Circle North — Stated that the neighborhood was previously told that there would be no traffic coming in from 140t" Street North and that there would be no exterior storage. They would like to see Schweiters be a good neighbor and they are exceeding the light industrial usage of the property. Jason Jones, general manager for Schweiters Company, state that the proposed building is for wood storage and it will be necessary to keep the garage doors closed for climate control. Mark Guenther added that the access from 140t" Street will be for one-way semi -truck traffic. Juba provided more details and history on previously approved plans. Chair Kleissler closed the public hearing at 7:59pm. August 13, 2020 PC Minutes Page 4 Commissioner Arcand stated that it is an unreasonable request to ask the applicant to refrain from using 140th Street. Commissioner Derr stated that it is evident the developer has accommodated for the residential properties when planning the site layout and it provides for limited disruptions from the north. Commissioner Fry addressed that there should be more consideration into landscaping on the site to accommodate for today, not just fully grown landscaping. Juba suggested that additional landscaping can be required if the Planning Commission desires. Commissioner Arcand made a motion to approve the preliminary plat, site plan, and conditional use permit amendment for Roy Molitor 4th Addition located at 13925 Fenway Boulevard North, seconded by Commissioner Tjernlund. Adjournment Commissioner Tjernlund made a motion, Commissioner Derr seconded, to adjourn at 8:13 pm. Ayes: Arcand, Derr, Lessard, Mulvihill, Tjernlund. Nay: Fry, Kleissler. Motion carried. Respectfully Submitted, Emily Weber, Community Development Assistant Agenda Number: D.1 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Emily Weber, Community Development Assistant SUBJECT: Grundhofer's Old Fashion Meats, 15449 Forest Boulevard North — Site Plan, CUP Amendment, and Variance. DATE: September 18, 2020 for the Planning Commission Meeting of September 24, 2020. ZONING: General Business District (C-2) 60-DAY REVIEW DEADLINE: October 16, 2020 (60-days) 1. DESCRIPTION OF REQUEST: Grundhofer's Old Fashion Meats is requesting site plan approval for an approximately 2,450 square foot addition to the existing 2,880 square foot building on site. The addition will be used to receive product and expand their coolers. The existing meat market retail area will remain the same. The addition will also connect to the adjacent garage behind the market. The existing buildings on site are legal nonconforming in regard to the side yard setback requirement and the applicant is requesting a variance from the side yard setback requirements for the addition. The applicant is proposing a 12 foot side yard setback, where 30 feet is required by ordinance. The applicant is also requesting approval of a CUP amendment. The existing conditional use permit was approved in 2006 and allows the meat processing facility as an accessory use to the meat market in accordance to the site plan dated September 28, 2006. The applicant is requesting the conditional use permit be amended to reflect the new site plan. 2. CONTEXT: A. Surrounding Land Use and Zoning The property is zoned General Business District (C-2) and is guided as Commercial (COM) in the 2040 Land Use Plan. The properties to the north and south are also zoned C-2. The properties to the west, across Highway 61, and to the east are zoned Single -Family Detached Residential (R-3). The Oneka Ponds development is directly east of the property. Grundhofer's Site Plan, CUP Amendment, & Variance Page 2 B. Existing Site Characteristics The property is 1.41 acres and is relatively flat. There is existing landscaping on site that acts as a buffer from the commercial use and adjacent residential neighborhood to the east. 3. BACKGROUND: In 2006, the City Council approved a conditional use permit to allow the meat processing facility as an accessory use to the meat market. Meat markets are a permitted use in the C-2 zoning district, but requires a conditional use permit for meat processing. The City Code defines meat processing facilities as a facility that processes non -inspected USDA meats not including slaughtering of animals. The meat processing facility can only be allowed as an accessory use to the meat market and may not exceed in floor area of the meat market. 4. ANALYSIS: A. Level of City Discretion in Decision -Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City's discretion in approving or denying a conditional use permit amendment is limited to whether or not the proposed application meets the standards outlined in the City's Comprehensive Land Use Regulations. If it meets these standards, the City must then approve the conditional use permit. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards in the ordinance. B. Conditional Use Permit Amendment Meat Processing Facility The applicant is proposing to revise the site plan that was approved with the existing conditional use permit to include the proposed addition. The addition will be used to receive product and expand the cooler and freezer areas, the existing meat market will remain the same. The existing conditional use permit allows the meat processing facility to be an accessory use to the meat market. The meat processing facility portion of the site is to remain the same. It is in staff s opinion that the applicant meets all of the requirements necessary to approve the CUP amendment for the meat processing facility on the property. Grundhofer's Site Plan, CUP Amendment, & Variance Page 3 C. Variance The existing buildings on site are legal nonconforming and the applicant is requesting a variance from the side yard setback requirements in order to add on to the existing buildings. The applicant is proposing a 12 foot side yard setback, where 30 feet is required by ordinance. Staff used the standards outlined in Section 90-38 of the City Code and found the following: (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) Practical Difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term "Practical Difficulties" as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and, By adding an addition to the existing building, the applicant is proposing to use the property in a reasonable manner. The existing buildings on site do not meet the side yard setback requirements, making a variance request necessary to construct an addition. It is in staff s opinion that it is reasonable to request an addition to the existing building. b. Unique Circumstances. The plight ofproperty owner is due to circumstances unique to the property not created by the landowner and, The property is unique in that the existing buildings on site are legal nonconforming to side yard setback requirements. The proposed addition is restricted in location due to the location of existing buildings and the parking lot. c. Character of Neighborhood. The variance, ifgranted, will not alter the essential character of the neighborhood. Other neighboring properties are also legal nonconforming to the zoning district regulations and the proposed setback variance would not noticeably alter the character of the area. It is in staff s opinion that there are practical difficulties in meeting side yard setback requirements and the property owner is proposing to use the property in a reasonable manner by adding an addition to the existing building. The location of the existing buildings make it infeasible for the addition to meet side yard setback requirements while maintaining operation efficiency on site. Grundhofer's Site Plan, CUP Amendment, & Variance Page 4 (3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the City's Comprehensive Plan. The spirit and intent of the ordinance is to have buildings a reasonable distance from the property lines and roads. The existing buildings and other buildings in the area do not meet the side yard setback requirements, however, the proposed addition is located behind the existing building and away from Highway 61. The variance request would still result in the proposed addition being a reasonable distance from the property line as it would be in line with the existing building and therefore, meet the spirit and intent of the ordinance. (4) Prohibited Use. The variance, ifgranted, shall not have the effect of allowing any use prohibited in the district. Additions are permitted in the C-2 zoning district. (S) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The property is not located within a FEMA designated floodplain. However, the building addition will be required to meet building code regulations regarding low floor separation from the groundwater elevation. (6) Septic and Well Compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The property is served by City sewer and water. It is in staff s opinion that the application meets the criteria outlined in the City Code to approve a variance. D. Site Plan The application complies with the ordinance standards as follows: Building Setbacks The C-2 zoning district requires a minimum side yard building setback of 30 feet. The applicant is proposing a side yard setback of 12 feet. All other setback requirements are met. Building Height The C-2 zoning district has a maximum building height of 35 feet. The site plan meets this requirement. Grundhofer's Site Plan, CUP Amendment, & Variance Page 5 Building Coverage and Lot Coverage The ordinance limits lot area to be covered by buildings to 35% and lot area to be covered by impervious surface to 80%. The proposed lot for the site plan complies with this requirement. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for commercial development. The site plan includes tree and shrub locations and species. The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In this case staff used the perimeter of the site. In order to meet the landscape requirements, 11 deciduous trees, 6 coniferous trees, 6 ornamental trees, and 36 shrubs are required to be installed. The applicant is using existing and new landscaping to meet the landscaping requirements. The site plan meets the City's landscaping requirements. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed'/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing LED lights for wall mounted fixtures. The applicant has provided a cut -sheet for both the wall lights and meets the lighting requirements. Fencing and Screening The applicant is proposing a fence along the north side of the building to screen the trash and recycling dumpsters. The applicant is also proposing a fence around the existing ground mechanical equipment on the south side of the building. Staff is comfortable with the applicant removing the fence on the south side and using the proposed shrubs and landscaping to screen the equipment. Streets and Access The site is located along the east side of Highway 61 and has existing access. The applicant is proposing to expand the parking lot. Parking Section 90-253, Parking and Loading of the City Code determines the number of parking spaces required per site. Parking is determined by gross floor area. There are 15 stalls required for the site and the applicant is proposing 33 stalls, meeting the parking requirements. Grundhofer's Site Plan, CUP Amendment, & Variance Page 6 Building Architecture In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. These guidelines require four sided architecture and high quality building materials. The existing building is primarily CMU block with brick along the front wall where the main entrance is located. The garage behind the main building uses metal siding. The applicant is proposing to construct the addition with CMU block along the base and EFIS panels along the top. The CMU block will match the proposed fencing and is intended to merge with the existing architecture. The applicant is proposing a flat roof and has an internal drainage system. Staff approval of a material sample board is required prior to issuance of a building material to ensure materials will be cohesive with the existing buildings. Signage The applicant is not proposing to change the signage on site, however, they are adding landscaping around the base of the existing monument sign. Drainage/Grading The proposed additional impervious surface being added to the site is under 10,000 square feet, which is the threshold for meeting stormwater management requirements. However, due to the proximity to the ditch to the east, the applicant is required to meet stormwater management requirements based on disturbed area. The applicant is proposing a rate control basin on the northeast corner of the property, requiring grading within a drainage and utility easement on the adjacent parcel to the east. The applicant can grade within the easement, but is required to get permission from the adjacent property owner prior to any work being done. The applicant is required to enter into a stormwater maintenance agreement with the City and dedicate proper drainage and utility easements over the stormwater basin on site. The applicant is required to address any comments provided by the City Engineer in the redlined comments dated September 21, 2020. Utilities The applicant is using the existing utilities. No modifications are necessary. Wetlands The applicant is not proposing any wetland impacts. Park Dedication Park Dedication is not required for commercial and industrial developments. Grundhofer's Site Plan, CUP Amendment, & Variance Page 7 5. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan, variance, and CUP amendment as outlined in the City Code and zoning district regulations, subject to the conditions listed in the attached resolutions. 6. RECOMMENDATION: Staff recommends approval of the site plan, CUP amendment, and variance for Grundhofer's Old Fashioned Meats located at 15449 Forest Boulevard North. ATTACHMENTS: 1. Location Map 2. Site Plan Resolution 3. Variance Resolution 4. CUP Resolution 5. CUP 6. Engineer's Memo dated September 17, 2020 7. Applicants Narrative 8. Landscape Plan dated September 9, 2020 9. Civil Plan Set dated August 28, 2020 10. Exterior Elevations /j Ar 44, mo ,* r IF Roads Hugo Border Parcel Boundary CITY OF EST. 1806 Grundhofer's Old Fashioned Meats 15449 Forest Boulevard Location Map Hugo, MN Site F. N 0 100 Feet 1 in = 100 feet RESOLUTION 2020-XX APPROVING A SITE PLAN FOR GRUNDHOFER'S OLD FASHIONED MEATS LOCATED AT 15449 FOREST BOULEVARD NORTH WHEREAS, Grundhofer's Old Fashioned Meats, requested approval of a site plan for an approximately 2,450 square foot addition to the existing building, on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said site plan on September 24, 2020 and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for the Grundhofer's Old Fashioned Meats, subject to the following conditions and findings: 1. All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant dated September 17, 2020, shall be addressed. 2. Prior to the installation of any signs, the applicant shall obtain a sign permit. Prior to the issuance of a building permit: 3. The applicant shall submit the final building material samples and colors for the building to be reviewed and approved by staff. 4. A stormwater permit shall be reviewed and approved by the City Engineer Prior to issuance of a Certificate of Occupancy: 5. All roof top and ground mechanical equipment must be screened from view of adjacent properties. 6. All required landscaping shall be fully installed. 7. Drainage and utility easements shall be dedicated to the City over the stormwater management facilities and applicable utilities. 8. A maintenance agreement for the stormwater management facilities shall be recorded against the property. Resolution 2020-XX Page 2 ADOPTED by the City Council this 5t1i day of October, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Cleric Resolution 2020-XX Page 3 Exhibit A Legal Description for 15499 Forest Boulevard North: Sect-17 Twp-031 Range-021 PT OF NW1/4 OF SE1/4 173121 COM AT CEN'OF SEC 17 T31 R21 THEN E ALONG N LINE OF NW1/4 OF SE1/4.OF SD SEC 17 FOR 137.25 FT TO ITS INTERSEC WITH PRESENT ELY R/VV LINE OF MINN. HWY NO. 61 THEN SLY ALONG SD ELY RIW LINE OF HWY 61 FOR-153.5 FT TO ITS INTERSEC WITH A LINE DRAWN PAR & 150 FT S OF SD N LINE OF NW1/4 OF SE1/4 SD PT BE ING PT OF BEG OF THIS DES THEN E A- LONG SD PAR LINE & 150 FT S OF N LIN OF NW1/4 OF SE114 FOR 351.6 FT THEN S AT RT ANG FOR 166.1 FT THEN W AT RT ANG FOR 382.8 FT TO ITS INTERSEC WITH SD ELY RAW LINE OF HWY 61 THEN NLY ALONG SD ELY RAW LINE OF HWY 61 FOR 170.0 FT TO PT OF BEG RESOLUTION 2020-XX APPROVING A VARIANCE FROM THE SETBACK REQUIREMENTS FOR AN ADDITION TO AN EXISTING BUILDING FOR GRUNDHOFER'S OLD FASHIONED MEATS LOCATED AT 15449 FOREST BOULEVAD NORTH. WHEREAS, Grundhofer's Old Fashioned Meats has requested approval of a variance request to allow an addition to an existing building to be setback 12 feet from the side yard, where 30 feet is required by ordinance for the property legally described as follows: See attached. WHEREAS, the Hugo Planning Commission has reviewed said variance at a duly called public hearing on September 24, 2020, and recommends approval with the following findings and conditions: 1. The requested variance is permissible by law. 2. Because of circumstances unique to the property the applicant is proposing to use the property in a reasonable manner. 3. The setback variance on the applicant's proposed building addition would not noticeably alter the character of the area. 4. The granting of the variance would be in keeping with the spirit and intent of the ordinance. 5. Additions to buildings are allowed in the General Business zoning district. 6. The subject property is not within a FEMA designated floodplain. 7. The property is adequately served by City sewer and water. 8. The applicant must apply and receive a building permit prior to construction of the addition. 9. The addition shall meet all building code requirements. Resolution 2020-XX Page 2 NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the variance request for Grundhofer's Old Fashioned Meats to allow an addition to the existing building to be setback 12 feet from the side yard, where 30 feet is required by ordinance. ADOPTED by the City Council this 5 h day of October, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk Resolution 2020-XX Page 3 Exhibit A Legal Description for 15499 Forest Boulevard North: Sect-17 Twp-031 Range-021 PT OF NWT/4 OF SE1/4 173121 COM AT-CEN'OF SEC 17 T31 R21 THEN E ALONG N LINE OF NW114 OF SE1/4.OF SD SEC 17 FOR 137.25 FT TO ITS INTERSEC WITH PRESENT ELY R/W LINE OF MINN. HWY NO. 61 THEN SLY ALONG SD ELY R/W LINE OF HWY 61 FOR-153.5 FT TO ITS INTERSEC WITH A LINE DRAWN PAR & 150 FT S OF SD N LINE OF NW1/4 OF SE1/4 SD PT BE ING PT OF BEG OF THIS DES THEN E A- LONG SD PAR LINE & 150 FT S OF N LIN OF NW1/4 OF SE114 FOR 351.6 FT THEN S AT RT ANG FOR 166.1 FT THEN W AT RT ANG FOR 382.8 FT TO ITS INTERSEC WITH SD ELY RAW LINE OF HWY 61 THEN NLY ALONG SD ELY RAW LINE OF HWY 61 FOR 170.0 FT TO PT OF BEG RESOLUTION 2020-XX APPROVING A CONDITIONAL USE PERMIT AMENDMENT FOR GRUNDHOFER'S OLD FASHIONED MEATS TO CONTINUE TO ALLOW THE MEAT PROCESSING FACILITY ON THE PROPERTY LOCATED AT 15449 FOREST BOULEVARD NORTH WHEREAS, Grundhofer's Old Fashioned Meats requested approval of a conditional use permit amendment to continue the meat processing facility on the property located at 15449 Forest Boulevard North and is legally described as follows: (See Attached) WHEREAS, a conditional use permit was approved on November 6, 2006 to allow a meat processing facility as an accessory use to a meat market; WHEREAS, it is the desire of the applicant to amend the conditional use permit approved on November 6, 2006, to revise the site plan and to supersede all other prior conditional use permit approvals. WHEREAS, the Planning Commission has reviewed said conditional use permit amendment at a duly called public hearing on September 24, 2020, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit amendment for Grundhofer's Old Fashioned Meats on the property located at 15449 Forest Boulevard North with the following findings: 1. The proposed use is allowed by conditional use permit and shall be accessory to the meat market. 2. The proposed use is allowed in the C-2 zoning district and will keep with the spirit and intent of the ordinance. The proposed use is compatible with the surrounding development and will not alter the character of the area. 3. The proposed use will be adequately screened from adjacent residential uses and public right-of-ways. 4. The proposed use has adequate access off of Forest Boulevard North. 5. The property is adequately served by utilities. 6. The applicant is not proposing to impact any floodplain or wetlands. 7. The applicant would be responsible for obtaining all state and local permits. Resolution 2020-XX Page 2 8. The applicant shall comply with all of the items outlined in the conditional use permit. 9. This conditional use permit amendment shall supersede all prior conditional use permits and the terms in the previous permits shall no longer be on force or effect. 10. The conditional use permit shall comply with the site plan dated September 9, 2020. ADOPTED by the City Council this 5t1i day of October, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Cleric Resolution 2020-XX Page 3 Exhibit A Legal Description for 15499 Forest Boulevard North: Sect-17 Twp-031 Range-021 PT OF NW1/4 OF SE1/4 173121 COM AT CEN'OF SEC 17 T31 R21 THEN E ALONG N LINE OF NW1/4 OF SE1/4 OF' SD SEC 17 FOR 137.25 FT TO ITS INTERSEC WITH PRESENT ELY R/W LINE OF MINN. HWY NO. 61 THEN SLY ALONG SD ELY R/W LINE OF HWY 61 FOR, 153.5 FT TO ITS INTERSEC WITH A LINE DRAWN PAR & 150 FT S OF SD N LINE OF NW1/4 OF SE1/4 SD PT BE ING PT OF BEG OF THIS DES THEN E A- LONG SD PAR LINE & 150 FT S OF N LIN OF NW1/4 OF SE1/4 FOR 351.6 FT THEN S AT RT ANG FOR 166.1 FT THEN W AT RT ANG FOR 382.8 FT TO ITS INTERSEC WITH SD ELY R/W LINE OF HWY 61 THEN NLY ALONG SD ELY R/W LINE OF HWY 61 FOR 170.0 FT TO PT OF BEG CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: October 5, 2020 OWNER: Spencer Grundhofer, Grundhofer's Old Fashioned Meats ADDRESS FOR WHICH CUP IS GRANTED: 15449 Forest Boulevard North LEGAL DESCRIPTION: See Exhibit A ZONING DISTRICT: General Business District (C-2) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: The meat processing facility to be an accessory use to the meat market on site. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The proposed use is allowed by conditional use permit and shall be accessory to the meat market. The floor area of the meat processing facility shall not exceed in area of the meat market. 2. The proposed use is allowed in the C-2 zoning district and will keep with the spirit and intent of the ordinance. The proposed use is compatible with the surrounding development and will not alter the character of the area. 3. Animal remains from the meat processing facility must be disposed of properly at least on a weekly basis. The City may require more frequent pickups of the remains if odors become detectable off of the premises. 4. All animal remains must be kept in a sealed dumpster container with a lid at all times. 5. Any staging area and all trash and recycling dumpsters must be screened with an opaque fence and shall not be visible from surrounding properties or the public right-of-way. 6. Hours of operation shall be limited to between Sam and 9pm. 7. All lights for the site shall be turned off during non -business hours. 8. The applicant is responsible for obtaining all state and local permits. 9. This conditional use permit amendment shall supersede all prior conditional use permits and the terms in the previous permits shall no longer be on force or effect. 10. The conditional use permit shall comply with the site plan dated September 9, 2020. Page 2 of 3 Dated: , 2020. Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public, personally appeared TOM WEIDT, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and TOM WEIDT, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public Page 3 of 3 Dated: , 2020. Spencer Grundhofer, owner STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public within and for said County, personally appeared Spencer Grundhofer, property owner, to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 This Conditional Use Permit supersedes any Permits for this use that were previously recorded. 7. 0 U C7 Z W m U) 0 00 00 N ID 0 N W U) W W W 00 wsb September 17, 2020 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Grundhofer's Old Fashion Meats Expansion WSB Project No. 016691-000 Dear Ms. Juba: We have reviewed the site plan submittal for the Grundhofer's site located east of Highway 61 approximately 1,100 feet north of 152"d Street. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Sets revised 8/28/20 by Rehder & Associates, Inc. • Stormwater Management report dated 8/28/20 by Rehder & Associates, Inc. Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. The site is proposed to utilize the existing access while expanding the parking and building. 2. The existing parking area does not contain curb and gutter and the expansion of the lot coupled with the sights existing grades makes it not practical to add curb and gutter for this site. 3. No changes are proposed for the sanitary and water services to the parcel as part of this project. 4. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. Stormwater Management The additional impervious added to this site is under 10,000 sf which is the threshold for meeting stormwater management requirements, however due to the proximity to the ditch to the east they trigger an erosion control rule requiring stormwater water management requirements based on disturbed area. Freeboard from the HWL is met. Additional stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. Staff is comfortable the site will be meeting stormwater management requirements with the final plan submittal. A stormwater maintenance agreement and drainage and utility easements will be required for the stormwater basin on the site. SACommunity Development\Planning Commission\Packets\2020\09.24.20\016691-000 LTR RJuba- Grundhofers 091720.docx Ms. Rachel Juba September 17, 2020 Page 2 Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) The Design Partnership, Ltd. Architecture / = OF 1 R: Interiors now August 6, 2020 (Revised 9-09-2020) 11 City of Hugo EST. 1972 Emily Weber, Community Development Assistant Re: Grundhofer's Old Fashion Meats 15449 Forest Blvd. N Hugo, MN 55038 Dear Emily: Grundhofer's Old Fashion Meats is proposing an addition to their existing building at 15449 Forest Blvd. The addition will be 2,450 SF, added to the East end of the current structure of 2,880 SF, and will abut the existing garage structure on site. The use of the addition will be to receive product, move it into a freezer or cooler in the space, to be ready for further processing. In the future it will also be an expansion of their processing. We understand that this work will require an amendment to the existing Conditional Use Permit, for their processing of non -inspected USDA meats. This is the processing of deer, which takes place from late September through December of the year. The City code states that this function shall not exceed the floor area of the meat market function. The proposed addition will move what currently takes place outside - the receiving, skinning and placement of deer carcasses into the cooler- to inside the building. The processing of the deer will not increase in floor area. We are requesting a variance to the 30-foot side yard setback. The addition will extend approx. 18 feet into the setback at its SE corner and 8 feet at its SW corner. We are connecting the two existing buildings, both of which are within this setback. The existing interior layouts of the two buildings and new addition dictate that the south walls line up for best interior function. Exterior finishes for the proposed addition will be a concrete masonry unit (CMU) base and EIFS panels above. The CMU base will be an architectural finished block, integrally colored. The existing building to the west (primary structure) will be painted with complimentary colors. The primary structure will connect to the new structure via the curved bowstring truss roof butting into the EIFS panel wall, which will be slightly taller than the bowstring. The existing structure to the east will retain the steel siding finish. The new structure height will drop lower within ten feet (or so) of the existing, so as not to impose a new drift load on the existing roof. 2700 Louisiana Ave S. #26396 Minneapolis, MN 55426 Phone 612.338.8889 A new wood fence with horizontal boards to mimic the CMU coursing and match it in color will screen mechanical equipment and dumpsters along the north side of the building. Using a fence in lieu of a permanent wall will allow access to service or replace equipment by removing a section of fence, and to make repairs easily. The same type of fence will also be added to the south side to screen the emergency generator from full view. The roof of the new structure will be slightly sloped to interior roof drains which will spill out onto the pavement on the north side of the structure and will flow into the site drainage plan as presented in the civil drawings. Roofing will be EPDM membrane. Exterior lighting will be by LED wall pack fixtures, no lights used on the south side facing residential. No light will spill onto neighboring sites. We look forward to working with you and City staff in the approvals process for this project. Please contact me with any questions. Sincerely, Victor B. Perlbachs, AIA SITE PLAN /LANDSCAPE PLAN SCALE: I" = 20' SITE AREA = 61,410 S.F. (1.41 ACRES) HEAVY DUTY VINYL EDGER SIGN fL,4NTING� 5ED 1/2" = 1'-0" 6'-0" FALUM. PANELS ALL SIDES a' SIGN BOARD o� FRONT VIEW 2'-0" SIDE VIEW PORCH � i CITY OF HUGO LANDSCAPE REQUIREMENTS I. SITE PERIMETER IS 1,010 LF. 2. REQUIRED: a) I DECIDUOUS TREE PER 100 FEET = II b) I CONIFEROUS TREE PER 200 FEET = 6 c) I ORNAMENTAL TREE PER 200 FEET = (o d) I SHRUB PER 30 FEET = 36 3. PROVIDED PER LANDSCAPE SCHEDULE AND EXISTING TREES SHOWN: DECIDUOUS TREES - 13 EXISTING 4 2 NEW : 15 CONIFEROUS TREES - 63 EXISTING = 63 ORNAMENTAL TREES - I EXISTING 4 5 NEW = 6 SHRUBS = 36 NEW LANDSCAPE SCHEDULE QTY. NAME SCIENTIFIC NAME S12E 4 TATARIAN DOGWOOD CORNUS ALBA "RED GNOME" M 2 CONT. 10 ANDORRA COMPACT JUNIPER JUNIPERUS HORIZONTALIS "COMPACTA" ' 2 CONT. 22 GOLDFLAME SPIREA SPIRAEA JAPONICA "GOLDFLAME" ' 2 CONT. 3 JAPANESE TREE LILAC SYRINGA RETICULATA 1 1/2" BB 3 AUTUMN BLAZE MAPLE ACERZ FREEMAHII "JEFFSRED" 1 1/2" BB 2 PRAIRIE ROSE CRABAPPLE MALUS "PRAIRIE ROSE" 11/2" BB LANDSCAPE GENERAL NOTES I. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK GOPHER STATE ONE CALL 9 (612) 454-0002 2. CONTRACTOR SHALL COORDINATE THEIR WORK W/ OTHERS AT SITE AND COMPLETE THEIR WORK PER OWNER'S SCHEDULE. 3. ROUGH GRADING AND FINISH GRADES TO BE COMPLETED BY GRADING CONTRACTOR LANDSCAPE CONTRACTOR SHALL VERIFY GRADES PRIOR TO COMMENCING WORK 4. CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT ONE WEEK PRIOR TO ANTICIPATED COMPLETION AND GUARANTEE INSPECTIONS. 5. PLANT MATERIALS SHALL BE GUARANTEED ONE l U FULL YEAR UPON TOTAL COMPLETION AND ACCEPTANCE BY OWNER ONE TIME REPLACEMENT AT APPROPRIATE SEASON OR UPON REQUEST OF OWNER 6. PLANTING SOIL MIXTURE (INCIDENTAL COST ITEM). MIX 5 LBS. 5-20-20 COMMERCIAL FERTILIZER PER CUBIC YARD. CLEAN TOPSOIL THEN MIX I PART PEATMOSS 4 1 PART WASHED SAND W/ 5 PARTS FERTILIZED TOPSOIL. USE AT ALL PLANTING LOCATIONS. 1. ALL PLANT MATERIAL SHALL COMPLY WITH THE CURRENT EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK" TREES SHALL BE FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA STATUTES SECTIONS 18.44 THROUGH 18b1 - THE PLANT PEST ACT. 8. WOOD MULCH SHALL BE CLEAN, SEASONED HARDWOOD. APPLY 4" DEPTH (PER DETAIL) TO ALL TREES. WRAP ALL FALL PLANTED, LIGHT COLORED, THIN -BARKED DECIDUOUS TREES W/ HEAVY WT. WATERPROOF CREPE TREE WRAP. APPLY PRIOR TO NOVEMBER 30TH AND REMOVE NO LATER THAN APRIL 30TH. a / Elm I I I 0', X 88„ 93 7 Elm Maple0 II 00. 0 g' Elm � l El I / 06' X I l Elm 932.2 0 E� (38) Pine Trees I / I I I� 6 932. Pine 0 Apple MapI p le 0 'es I I 932.4 _ 932 - _ �1J / 930.5 I PRUNE BRANCHES BY 1/3 — DO NOT CUT MAIN LEADER MAINTAIN NATURAL TREE FORM PRUNE DAMAGED FOLIAGE ONLY MAINTAIN CENTRAL LEADER SET TREES PLUMB - STAKING 4 GUYING OPTIONAL (USE "AAH" STANDARDS) TREE WRAP - FALL PLANTING ONLY START AT BOTTOM 4" DEPTH SHREDDED HARDWOOD MULCH ROLL BACK BURLAP PLANTING SOIL MIXTURE -- COMPACT BELOW ROOT BALL (SEE GENERAL NOTES) SUBGRADE EXTERIOR LIGHTING NOTES LIGHTING TO BE B: LITHONIA COMMERCIAL OUTDOOR LIGHTING MODEL - TWRI LED WALL LUMINAIRE - (3,450 LUMENS) O NEW FIXTURE REPLACING EXIST. FIXTURE (2 LOCATIONS) 6'-10" TO BOTTOM OF FIXTURES O NEW FIXTURE AT NEW LOCATION 9'-0" TO BOTTOM OF FIXTURE O NEW FIXTURE AT NEW LOCATION IT-O" TO BOTTOM OF FIXTURE ® NEW FIXTURE REPLACING EXIST. FIXTURE 104" TO BOTTOM OF FIXTURE O NEW FIXTURE REPLACING EXIST. FIXTURE V-10" TO BOTTOM OF FIXTURE EVERGfREEN DECIDUOUS T FREE f=L,4NTING IDET,4IL NOT TO SCALE NOTES: HAND LOOSEN ROOTS OF CONTAINERIZED MATERIAL (TYPICAL) SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 4"-b" LAYER OF SHREDDED HARDWOOD MULCH IN SAUCER - EXTEND PAST STAKE FINAL GRADE OF PLANT TO EQUAL ORIGINAL GRADE BACKFILL WITH PLANTING SOIL MAINTAIN PEDESTAL OF UNDISTURBED SOIL CENTERING OF SHRUB IN BED TO TAKE PRECEDENCE OVER DIMENSION FROM EDGE L �aLu C k z m Z !3 W a. 0 m ZUzU goZa US H cn � z �S O - OO Q = ti z 2 cn Q 0 �Z ?LL Lu I O� Cz _3oo 2 VI �L OO �_ � U �C o0t C "' < 0 ° 0-0 -0 aD rn 0 `n a), 6 T L N '� N 0>1-0 woE�� 3 0o�E0p .o ti; 0 m U U O, U C W _0 (°n E-c nM o U .� U a c) -o i Nto o C 0 43 w co 04 CD az '— N v M �o a) :) C- Q O g c N MONUMENT SIGN ELE VAT I ON& 1/4" = 1'-0" 5HfRU f=L>4NTING DET,4IL NOT TO SCALE I�IfI- oIIL L V! ,g33 — 09 Ash 7 I \ 933 , 3 CD b°000®ooa '000 �� �O 000 b00 00q�000U�00 �l' o�o�a v _ so°o°oo°o°off° °o°o°o°o°off q`' 00o6�--b00000000 0000 0 0000000000000 �- ::0 0 0 0°0°0°0°0°0°000000000000ooo ooaa .0�°Q° ��0000000000 000� , ,33 53 C I I Conopy M / T LOC KER 7 — 933 ------- — PORCH f mi s»`s coo 15 Pine I I I / II I I / Elm / / / !I / El I / 6" /Elm I 0 9 / E/m I/ I/ 0 8„ Elm Pine / 5., Apple o 0 7 I Apple I 4SHED] / g S• • 6" —S 6" —S EXISTING SHED I I 00 O N N N i O N N -�r r— r— G .Na •� O 00 N L v L L L dZ 67� �.._ m 3 3 J M W H 0 Z ,++ y V Z H WLAJ � O Q J 00 L f`7 O � W 0 aW o 06 " Z W O x Cl- O O N N I I r., 00 I N 00 00 I N v Z DEMOLITION NOTES 0— Remove bituminous pavement. M — Remove concrete pavement. Q3 — Remove shed. ®— Remove meat lockers. z OQ — Remove fence. V) ©— Remove striping.CL Q 07 — Remove air conditioner. W 0 U ® — Remove canopy. z :2i 09 — Remove tre, e(s). 0 _l L LL O D O LEGEND LIJ p o z � U 0 EXISTING CONCRETE W TO BE REMOVED F— 0 EXISTING BITUMINOUS TO BE REMOVED N • BOUNDARY/ROW/BLOCK LINE 1 v sT EXISTING STORM SEWER EXISTING BURIED GAS LINE 980 EXISTING CONTOUR x 995.50 EXISTING ELEVATION SHEET NUMBER 0 10 20 40 60 Scale in Feet I C 1 0 6" Elm 0 Elm • ClMaple . uster — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - Q - — - - — - — - — - — - — - — - — SHED EX/S77 -- BUILDNNG PORCH I ------ ------ 1 � 6" I 21 15" 0 Elm • Pine 1 NEW & RECONSTRUCTED IMPERVIOUS AREA = 7,550 SQ.FT. • ' �"ow Flagpole k ' Z j Elm • Q `✓ 5,3 • E_^ ,. Maple Cluster 77 SHED r�� NEW &RECONSTRUCTED IMPERVIOUS AREA SCALE: 1" = 30' PARKING STALLS REQURIED RETAIL: 1440 S.F. ® 1:250 = 6 Stalls PROCESS: 3591 S.F. ® 1:500 = 7 Stalls STORAGE: 2399 S.F. ® 1:1500 = 2 Stalls TOTAL: = 15 Stalls PARKING STALLS PROVIDED EXISTING STALLS PROPOSED STALLS ACCESSIBLE STALLS TOTAL 10 21 2 33 EXISTING SHED SITE SUMMARY SITE AREA = 61,409 SQ.FT. (1.41 ACRES) DISTURBED AREA = 16,075 SQ.FT. (0.37 ACRES) EX. IMPERVIOUS AREA = 17,995 SQ.FT. (29.37.) POST CONSTRUCTION IMPERVIOUS AREA = 23,298 SQ.FT. (37.9%) LEGEND BOUNDARY/ROW/BLOCK LINE 0 PROPOSED CONCRETE 0 PROPOSED BITUMINOUS N 0 10 20 40 60 Scale in Feet O N N N i O N N r— r— G .Na •� O 00 N � v L Ln L dZ 67� �..- m 3 3 J M W H 0 z ,++ y V Z T W` w = y H •- LAJ o Q J 00 ,) =a L f`7 O � I Wy= 0 y o CN 06 � o z w o x o_ a v a a z° v c w °' v� 0 Or _v m •�r� Q� O N O QEL 6'� SAE U�� O N � U �?,O .n=�3 L U O O v E �9)E°' v _Ea.- z O O N N I I n 00 I N � I z � wo �CD z Cn LL � W 0 0 L � U LWL fr ^ v J SHEEP NUMBER C2 / 1 P Pi ' ' \ 933.3 x 932., I I 7`/ /C9 933.9 I x ' ' l S�9n / CONSTRUCTION LIMITS I I 933.3 933.1 933.30 _ STAKED BIO- LOG CHECK DAM, TYP. Inv. 931.77 MATCH \G\ 933.35 -� 933.20 I x 933.0 zQ • ' ... ... 933.tf / �932.50 �- 0. q x . ' G�G, 933.1 � \G� 933.20 � � 933.00 CO C / x 93: / QD 933.9 933.5 / x "• 933.5 G� 933.20 0.7% _ (• �� 932 933.3 x • 933. i 933 928.5 ... . ... _ ... _ ... _ LIMITS 1 / / �CONSTRUCTION szs _...�...�" �• x A Elm � 933.1 MATCH 933.10 I . MATCH x MATCH / \ /- / 933.3 933.20 '933.6 93ROCK CONSTRUCTION ENTRANCE O CH / 933.5 x MATCH 933 x `vn 933.2 933.10 / MATCH MATCH 933.10 / o 933i X X X 933.43 .38 933.39 Flagpole 93_3.390 MATCH 932 / 1 MATCH 933.49 933.49 3 4 933.49 nt. Elev. 933.45 / 933.49 / / I 33.86 E�/ 933.50 O / ) F sr,Nc 1 933 BU/C ' I / 6/9PING G PROPOSED BL G ' 3.5 3 : Ent. Elev FFE = 933.53 / 933.53 � � I 'P / ' I P • GM l ' CO 6'_S 3.4 MATCH _ / PP C 933.4 / / I 933.0 _ 933 CO I I/ - / . .x . I II EX/S77NG - -- ' - BUILDING PORCH 1 / / • I 1.5 C.Y. CLASS RIPRAP I I MH ON MIRAFI 50 OR EQUAL EOF Top 932.75 s30.9s Inv. 908.13 - Pine / 932 / ( 932.7 933.2 BEVEL END OF PIPE 97 - 6" HDPE ®0.52% 93_j 3. •• INV 928.5 / cn BEVEL END OF PIPE 932.50 2 9 RATE CONTROL BASIN / 10 / INV 928.0 100-YR HWL = 931.34 E I 50' 932.7 7 coo 3.0 x 8' 933.1 0 EI / 6" /0Elm 9 0 Elm 933 8 � 0 Elm F 933.3 / x 932.7 933.1 0 A \ / 932.4 -C Maple / Cluster 6» -S. SHED / GRADING NOTES 1❑ - All elevations shown are to final surfaces. 2❑ - Spring/Summer temporary turf establishment: seed shall be MNDOT Mixture 110 100 Ibs/acre and mulch shall be MNDOT Type 1. 3❑ - Winter temporary turf establishment: seed shall be MNDOT Mixture 100 ® 100 Ibs/acre and mulch shall be MNDOT Type 1. ®- Commercial turf establishment: seed shall be MNDOT Mixture 25-131 ® 220 Ibs/acre, fertilizer shall be 10-10-10 (NPK) commercial grade, and mulch shall be MNDOT Type 1. 1.5" - BITUMINOUS WEAR COURSE, (SPWEA240B) - TACK COAT, 2357 2" - BITUMINOUS BASE COURSE, (SPNWB230B) 6" - CLASS 5 (MNDOT 3138) r- APPROVED SUBGRADE NOTE: VERIFY ADEQUACY OF PAVEMENT SECTION WITH ENGINEER AFTER SUBGRADE SOILS ARE EXPOSED AND BEFORE BITUMINOUS PAVEMENT IS PLACED. SILT FENCE 2 ROCK CONSTRUCTION ENTRANCE 3 PAVEMENT SECTION 4 NO SCALE C3) �,C3.,) NO SCALE �,C3..,) NO SCALE �,C3 OF 500X-MIRAFI FABRIC OR EQUAL REQUIRED UNDER RIPRAP II I 932.2 I / I / I / I / APPROX MATE LIMI S OF ZONE A FL le ' ' FLOOD AP 27163 0136E, EFFECTIVI 0 II 5" 932. Apple a� I Die I I I �1J �9 I / 930.5 I � EXISTING SHED I. `00 EROSION CONTROL NOTES All erosion control measures shown shall be installed prior to grading operations and maintained until all areas disturbed have been restored. O3 - Sweep paved public streets as necessary where construction sediment has been deposited. ®- Each area disturbed by construction shall be restored per the specifications within 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. O5 - Temporary soil stockpiles must have silt fence around them and cannot be placed in surface waters, including storm water conveyances such as curb and gutter systems, or conduits and ditches. ©- Excess concrete/water from concrete trucks shall be disposed of in portable washout concrete basin or disposed of in a contained area. POND OVERFLOW NO SCALE 175 --------------- , , i' APPROX. EDGE OF DITCH j i i i ij i i i i i O .i 0 N N i � O N •� N � r- r- G .Na •� O 00 N � v L L L dZ 67� �) d O y m 3 3 J M W H 0 Z_ ,++ y V Z y H WLAJ � o Q co J L f`7 O � I LU H o 06 v o Z I- W o Cl- >' (L) L v a a z° tq c W -W rn v •o v a� 0 IY .Q .6--@050 N 20 �11 C3 -0 v cn� SAE U�� U N � 0 .n=�3 L U O c v E L N E N v _Ea.- Z O O N N I I �00 1 N 00 010 z < Ld (DJW(D LEGEND zC) � Q��= 0 PROPOSED CONCRETE C) LZ O Ll- O 0 PROPOSED STD. DUTY BITUMINOUS U I 105o PROPOSED CONTOUR Z Z 1023.54 PROPOSED ELEVATION 4 U SILT FENCE y � 0 � 0 PROPOSED EC BLANKET MNDOT CAT. 3P - 2S STRAW LJ BOUNDARY/ROW/BLOCK LINE DRAINAGE ARROW EXISTING STORM SEWER sT EXISTING BURIED GAS LINE 980 EXISTING CONTOUR 0 10 20 40 so SHEET NUMBER X 995.50 EXISTING ELEVATION Scale in Feet • • • CONSTRUCTION LIMITS C3 SOUTH ELEVATION I NORTH ELEVATION t Irl m N 6. 5• Irl 13 0 10 I I :- 5 20 1. EIFS panels 2. CMU base, architectural finish 3. 10' x 10' overhead door 4. Pair of doors 3' x 7' 5. Wood screen fence, horizontal boards 6. Access Gates 7. Existing Brick 8. Existing Building Agenda Number: D.2 CITY OF HUGO PLANNING AND ZONING APPLICATION STAFF REPORT TO: Hugo Planning Commission FROM: Rachel Juba, Community Development Director SUBJECT: Victor Land Holdings, LLC (JL Schwieters) — Eagles Landing. Site plan, conditional use permit, variance and easement vacation for a campus development for the properties located at the northeast corner of 1301h Street North and Fenway Boulevard North. DATE: September 15, 2020, for the Planning Commission Meeting of September 24, 2020 ZONING: General Industrial (I-3) 60-DAY REVIEW DEADLINE: October 25, 2020 (20-days) 1. DESCRIPTION OF REQUEST: The property is located at the northeast corner of 130th Street North and Fenway Boulevard North. Currently it is two parcels and will be combined with this project and totals 1.6 acres. The applicant is requesting a site plan for 3 one-story office/warehouse buildings totaling 38,800 square feet. The three buildings will have a total of 14 rental units and each include a mezzanine. Each unit will have an outdoor balcony out of the mezzanine area. The applicant has stated that the users will be low intensity users and possibly rented to users that may want to store and work on collectable vehicles. There will be three buildings on one lot, therefore a conditional use permit (CUP) is required to allow a campus development. The applicant is requesting a variance from the commercial and industrial construction standards to allow the building to be built with architectural metal panels, where architecturally enhanced concrete panel, architecturally enhanced masonry block, masonry with block, masonry with exterior insulation and finish system (EIFS), brick, dressed stoned or glass are required by ordinance. There are drainage and utility easements on the property that are not applicable to the project and will be vacated with this project. New drainage and utility easements will be places over the required areas such as the stormwater management facilities. Victor Land Holdings, LLC, Site Plan, CUP, Variance, and Easement Vacation Page 2 2. CONTEXT: A. Surrounding Land Use and Zoning The properties to the north, east, and south are zoned General Industrial (I-3) and are occupied by industrial users. The property across Fenway Boulevard to the west are zoned Medium Density Multiple Family Residential (R-5) and are occupied by a water tower and a townhome development. B. Existing Site Characteristics The property flat and there are no wetlands on the property. 3. ANALYSIS: A. Level of City Discretion in Decision -Making The City's discretion in approving or denying a site plan is limited to whether or not the proposed project complies with the Comprehensive Plan and Zoning Ordinance requirements. If it meets these standards, the City must then approve the site plan. The City's discretion in approving or denying a conditional use permit is limited to whether or not the proposed application meets the standards outlined in the City's Comprehensive Land Use Regulations. If it meets these standards, the City must then approve the conditional use permit. The City's discretion in approving or denying a variance is limited to whether or not the proposed project meets the standards in the Zoning Ordinance for a variance. The City has a higher level of discretion with a variance because the burden of proof is on the applicant to show that they meet the standards in the ordinance. B. Site Plan The application complies with the ordinance standards as follows: Building Setbacks The I-3 zoning district requires a 30-foot front and rear yard setback and a side yard setback equal to the height of the building, in no case less than 10 feet. The site plan complies with the setback requirements. Building Height The I-3 zoning district has a maximum building height of 50 feet. The building height will be approximately 25 feet. The site plan complies with the height requirements. Victor Land Holdings, LLC, Site Plan, CUP, Variance, and Easement Vacation Page 3 Building Coverage and Lot Coverage The ordinance limits lot area to be covered by a building to 40% and lot area to be covered by impervious surface to 80%. The site plan complies with the coverage requirements. Landscaping Section 90-181 of the Zoning Ordinance provides landscaping requirements for industrial development. The site plan includes tree and shrub locations and species. The ordinance provides two ways of calculating the required amount of trees and shrubs. One based on the square footage of the building and one based on the perimeter of the site, whichever is greater. In this case staff used the perimeter of the site. In order to meet the landscape requirements, 16 overstory deciduous trees, 16 coniferous trees, 16 ornamental trees, and 106 shrubs are required to be installed. If the trees are installed, this would meet the ordinance requirement for the entire campus development. The applicant is proposing 16 overstory deciduous trees, 16 coniferous trees, 16 ornamental trees, and 104 shrubs. The applicant is low on the number of shrubs required. This can be easily accommodated on the property. The applicant shall show the location of the ground mounted mechanical equipment on the site plan. The applicant will be required to show additional landscaping for screening of any ground mounted mechanical equipment. These will be conditions in the resolution. Lighting The ordinance requires lighting to consist of cut-off fixtures and for light cast on adjacent property and roads not to exceed '/2 foot candle measured at the property line or 1 foot candle measured at the street's centerline. The ordinance also required the light fixtures, whether pole mounted or wall mounted to be cut-off fixtures. The applicant is proposing LED lights for both for the wall mounted fixtures. The applicant will be required to provide the cut -sheet for both the pole mounted and wall lights for staff review and approval prior to installation. The lighting plan meets the ordinance standards required. Fencing and Screening The applicant has shown an area for a small trash enclosure. The enclosure is internal to the campus site and is proposed to be constructed with same building materials as the building. The applicant is proposing ground mounted mechanical equipment for each unit for air conditioning. The application shall revise the plans to show where the equipment will be located and how they will be screened. Victor Land Holdings, LLC, Site Plan, CUP, Variance, and Easement Vacation Page 4 Streets and Access The plans show two accesses into the site from Fenway Boulevard and 130th Street. Staff is comfortable with the access points as shown. Parking According to the Section 90-253 PARKING, based on the use and the size of the buildings 77 parking stalls are required by ordinance. The applicant is proposing 78 parking stalls for the site. The applicant complies with the parking requirements in the City Code. Trails In the 2040 Comprehensive Plan, there is a trail shown on the north side of 1301h Street. The applicant is not required to construct the trail, however, the plans shall be revised to show the trail on the north side of 1301h Street to ensure there is enough room for the trail to be constructed. Building Architecture In August 2011, the City Council adopted the Commercial and Industrial Design Guidelines. The guidelines allow flexibility on four-sided architecture for industrial buildings. There are also Commercial and Industrial Construction Standards that are in the City Code that shall be met. Both documents discuss the requirements for building materials. The ordinance states the following: "Exteriors for all buildings, principal and accessory, shall be architecturally enhanced concrete panel, architecturally enhanced masonry block, masonry with block, masonry with exterior insulation and finish system (EIFS), brick, dressed stoned or glass. Colors shall be neutral or earth tones, except, to create a decorative effect, 20 percent of the building facade (excluding window and door areas for the computation) may be decorated with glazed tile, glass, plastic or metal panels, or wood of various colors. " The purpose and intent of the guidelines and ordinance are to ensure high quality design and building materials for commercial and industrial buildings and to improve the overall quality of development in the City. The ordinance was created to prevent the construction of tin sheds and pole barns and the use of low quality metal products and to ensure that buildings are attractive and durable. The applicant is requesting a variance from the construction standards ordinance in the City Code to allow the buildings to be constructed with architectural metal panels. The applicant is showing the building being constructed with all architectural metal panels. They state that they are extremely high quality metals that are a long lasting product. Staff has the materials samples and they are a high gauge metal that is different from what you would see on a typical pole barn building. The majority of the metals is proposed to be a grey and the accent metal is proposed to be a wood grain. Victor Land Holdings, LLC, Site Plan, CUP, Variance, and Easement Vacation Page 5 Although the applicant has stated that the metal will not be to the ground of the buildings and that there will be a masonry base at least 8 inches high. Staff recommends that the applicant incorporate brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings. This will protect the metal at the bottom and include materials that are encouraged and required by the City Code. If this is incorporated, staff is comfortable with the variance request. The building will be a flat roof and include overhead doors on the buildings interior to the campus site. There are windows on all sides of the buildings and glass balconies that access the mezzanine areas. The applicant has provided variation in colors further broken up by the windows. It is in staff s opinion that the buildings have architectural elements that are attractive, the building material is high quality, and the buildings will be a good addition to the area, with the condition that the base of the building include brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings. Staff has completed research on the proposed architectural metal panels and has seen that more commercial and industrial building are using this type product. Variance from Building Material Requirements Staff used these standards to review the variance request and finds that it meets the standards as follows: (1) Law. The variance as requested is permissible by law. The proposed variance is permissible by law. (2) Practical Difficulties. The applicant for a variance shall establish that there are practical difficulties in complying with the provisions of the zoning regulations. The term "Practical Difficulties " as used in the granting of a variance means: a. Reasonable Use. The property owner proposes to use the property in a reasonable manner not permitted by the zoning ordinance and; According to the ordinance, 20% of the facade of building are allowed to be metal. Metal is an allowed material up to a certain percent. The applicant would like to use a higher percentage of metal. The proposed metal is architectural and high quality rather than the use of metal that ordinance is generally designed to prevent (i.e., tin shed/pole barn). If the applicant incorporates brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings, it is in staff s opinion that the property owner is proposing to use the property in a reasonable manner. b. Unique Circumstances. The plight of property owner is due to circumstances unique to the property not created by the landowner and; The proposed architectural metal panels are unique in that they are not the type of metal that is that the ordinance is generally designed to prevent (i.e., tin shed/pole barn). The Victor Land Holdings, LLC, Site Plan, CUP, Variance, and Easement Vacation Page 6 proposed material is high quality and has gradually been used more on commercial and industrial projects. The property is unique as it is located in an area that has existing metal buildings (pole barns). The applicant is proposing to use a high quality metal and the buildings are not designed to be pole barns. Because of the unique location of the site along 130th Street there is an opportunity to use innovative building materials that might not meet the strict intent of the ordinance in regards to it being metal. The proposed building material is high quality and the building design is attractive, which meet the intent of the ordinance to ensure high quality design and building materials for commercial and industrial buildings c. Character of Neighborhood. The variance, ifgranted, will not alter the essential character of the neighborhood. The property is located on the northeast corner of 130th Street and Fenway Boulevard. It is adjacent to existing metal buildings and across the street from a townhome development that that uses vinyl siding for the exterior. Allowing the use of the high quality architectural metal panels will provide a good transition between these uses and will not alter the essential character of the neighborhood. (3) Spirit and Intent. The granting of the variance would be in keeping with the spirit and intent of this chapter and with the policies of the City's Comprehensive Plan. The purpose and intent of the guidelines and ordinance are to ensure high quality design and building materials for commercial and industrial buildings and to improve the overall quality of development in the City. The ordinance was created to prevent the construction of tin sheds and pole barns and the use of low quality metal products. The proposed architectural metal panels are high quality, the building design is attractive, and the architectural details break-up the building, meeting the spirit and intent of the ordinance. (4) Prohibited Use. The variance, if granted, shall not have the effect of allowing any use prohibited in the district. Office/warehouse buildings are allowed in the I-3 zoning district. (5) Hazard Consideration. The variance, if granted, shall not permit a lower degree of flood protection than required by this chapter. The variance shall be determined the minimum necessary, considering the flood hazard, to afford relief, and the variance shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. The property is not within a floodplain. (6) Septic and Well Compliance. The sewage treatment system and water system of the subject property is in compliance with city and state codes. The property will be served by City sewer and water. Victor Land Holdings, LLC, Site Plan, CUP, Variance, and Easement Vacation Page 7 Signage The applicant is not proposing any signage at this time but. Prior to the installation of any signs, the applicant shall obtain a sign permit. Drainage/Grading The stormwater management requirements are proposed to be met through the use of onsite biofiltration basins and the purchase of volume reduction credits from the City. One of the proposed biofiltration basins is within the City's right of way and above an existing watermain line and will need to be moved which may modify the amount of credits required. A stormwater maintenance agreement and drainage and utility easements will be required for the stormwater basins on the site. Staff is also working with the applicant on the low floor elevation requirements for the project. Utilities Sewer and water services are available to the site and will be accessed from Fenway Boulevard North. Wetlands There are no wetlands on the property. The applicant has applied for a no -loss approval. Park Dedication Park Dedication is not required for commercial and industrial developments. C. Conditional Use Permit Campus Development The term "campus development" means two or more principal buildings on any lot or parcel. All campus developments shall be constructed under a master plan prepared by a professional, registered, architect, and approved as a provision of the conditional use permit for the site. The applicant is requesting approval of a campus development to allow multiple buildings on the property. Campus developments or multiple buildings on a single lot are common in industrial and business parks. This type of development allows for the efficient use of the property by allowing shared access, parking, circulation, and stormwater management. Victor Land Holdings, LLC, Site Plan, CUP, Variance, and Easement Vacation Page 8 The Planning Commission must review the application for a conditional use permit with the standards listed in Section 90-37 of the City Code. Staff used these standards to review the application and found that the request meets the applicable standards as follows: (1) The proposed use is permissible by law. Campus developments are allowed in the General Industrial (I-3) zoning district with a CUP. The use is permissible by law. (2) The proposed use is in keeping with the spirit and intent of this chapter. The proposed use is consistent with the General Industrial (I-3) zoning of the property. (3) The proposed use is compatible with the city's comprehensive plan, and the character of the surrounding area. The proposed campus development would be compatible with the City's Comprehensive Plan and the character of the area. The campus development allows for a more efficient use of the property with shared access, parking, circulation, and stormwater management. (4) The proposed use has adequate drainage, water supply, electrical, gas, and sewage treatment facilities. The site has adequate facilities to serve the campus development, including shared stormwater management and access to municipal sewer and water. (S) The proposed use has adequate road access, and does not reduce the safety or capacity of the public road system. Road access shall be no lower than the regional flood elevation. The site has adequate access to Fenway Boulevard and 1301h Street and will not generate traffic that will reduce the safety of public roads. (6) The technical evaluation of the floodplain, if required, accurately represents the conditions and boundaries of the floodplain area, as well as correctly represents the proposed use's impact on the floodplain. The property is not located within a floodplain. (7) The proposed use may not create a danger that materials may be swept onto other lands, or downstream to the injury of others, or block bridges, culverts, or other hydraulic structures. The proposed use will not have materials swept downstream. (8) The proposed use will not damage or reduce the benefits the public receives from public waters. Victor Land Holdings, LLC, Site Plan, CUP, Variance, and Easement Vacation Page 9 The site is not located adjacent to public waters. (9) If located in the shoreland overlay district, the waterbody will be able to safely accommodate the number, type, and uses of the watercraft the project will generate. The property is not located within the shoreland overlay district and does not involve watercrafts. (10) If located in the shoreland overlay district, all structures and facilities are screened from view from public waters. The property is not located within the shoreland overlay district. (11) If the permit is to approve a wetlands replacement plan, the plan is in conformance with the rules of the state board of soil and water resources for such plans. A wetland replacement plan is not proposed with this project. No wetland are on the property. (12) The applicant or operator shall obtain all necessary state and local permits for the conditional use. The applicant shall be responsible for all necessary state and local permits. (13) The proposed use is adequately buffered and screened from noncompatible land uses and public rights -of -way. Office/warehouse buildings are allowed in the General Industrial (I-3) zoning district. There is no need to screen the buildings. They are not proposing exterior storage with the project. D. Easement Vacation The applicant will need to vacate existing drainage and utility easements with this project. New drainage and utility easements will be placed on the property with this project. 4. CONCLUSION: Staff finds that the proposal meets all the requirements necessary for the City to approve the site plan, conditional use permit, variance, and easement vacation as outlined in the City Code and zoning regulations, if the appropriate conditions are met in the attached resolutions and conditional use permit. 5. RECOMMENDATION: Staff recommends approval of the site plan, conditional use permit, variance, and easement vacation applications for Victor Land Holdings, LLC, for the property located at the northeast corner of 130t' Street North and Fenway Boulevard North, subject to the conditions listed in the attached resolutions and conditional use permit. Victor Land Holdings, LLC, Site Plan, CUP, Variance, and Easement Vacation Page 10 ATTACHMENTS: 1. Location Map 2. Resolutions a. Site Plan b. CUP c. Variance 3. Easement Vacation Notice 4. Proposed CUP 5. Engineers Memo 6. Applicants Narratives a. Overall Narrative b. Variance Narratives 7. Site Plan and Architectural Plans 8. Landscape Plan 9. Civil Plans 10. Examples of Architectural Metal Panels on Buildings .... . ... . .... "71 Ar 0 f A 0 ir 4o 13�0th Street 7i RESOLUTION 2020- APPROVING A SITE PLAN FOR VICTOR LAND HOLDINGS, LLC, FOR THREE OFFICE/WAREOUSE BUILDINGS ON THE PROPERTY LOCATED AT THE NORTHEAST CORNER OF 130TH STREET NORTH AND FENWAY BOULEVARD NORTH WHEREAS, Victor Land Holdings, LLC, requested approval of a site plan for three office/warehouse buildings totaling approximately 38,000 square feet on property legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said site plan on September 21, 2020, 2020, and recommends approval subject to the conditions listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the site plan for Victor Land Holdings, LLC, for three office/warehouse buildings totaling approximately 38,000 square feet, subject to the following conditions and findings: All items on the Engineer's memo and "red -line" detailed engineering comments that have been sent directly to the applicant's engineer dated September 17, 2020, shall be addressed. 2. No exterior storage shall be located on the property. 3. The applicant shall meet all conditions listed in the conditional use permits for the campus development. 4. Prior to the installation of any signs, the applicant shall obtain a sign permit. 5. The landscaping shall be irrigated to ensure establishment. Prior to the commencement of grading: 6. The applicant shall revise all engineering plans per the City Engineers memo dated September 17, 2020. 7. The civil plans and stormwater permit shall be reviewed and approved by the City Engineer. Prior to the issuance of a building permit: 8. The two lots shall be combined into one parcel. 9. The applicant shall submit a revised landscape plan that meets the City's landscape ordinance requirements to be reviewed and approved by staff. Resolution 2020- Page 2 10. The applicant shall submit a revised site plan showing the location of the ground mounted mechanical equipment and proposed screening to be reviewed and approved by staff. 11. If roof mounted mechanical equipment is proposed to be use, the applicant will be required to raise the parapet was to screen the equipment. 12. The applicant shall submit cut sheets for the wall mounted light fixtures to be reviewed and approved by staff. 13. The applicant shall revise the architectural plans to incorporate brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings to be reviewed and approved by staff. 14. The applicant shall submit the final building material samples and colors for the building to be reviewed and approved by staff. 15. The architecture of the building shall be revised to show more clearly defined main entrances by using other architectural elements or providing more glass/windows in that area. 16. The internal roof drainage system that shall be integrated into the building design and shall be reviewed and approved by staff. Prior to issuance of a Certificate of Occupancy: 17. The applicant shall restore any part of the Fenway Boulevard North that is damaged during utility construction. 18. All roof top and ground mechanical equipment must be screened from view of adjacent properties. Staff shall perform an inspection when equipment is installed to ensure compliance with City code. 19. All required landscaping shall be fully installed. 20. Drainage and utility easements shall be dedicated to the City over the wetland, stormwater management facilities, and utility extensions. 21. A maintenance agreement for the stormwater management facilities between the City and the applicant shall be reviewed and approved by the City then recorded against the property. Resolution 2020- Page 3 ADOPTED by the City Council this 5t1i day of September, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2020- APPROVING A CONDITIONAL USE PERMIT FOR VICTOR LAND HOLDINGS, LLC, TO ALLOW A CAMPUS DEVELOPMENT ON THE PROPERTIES LOCATED ON THE NORTHEAST CORNER OF 130TH STREET NORTH AND FENWAY BOULEVARD NORTH WHEREAS, Victor Land Holdings, LLC, requested approval of a conditional use permit to allow a campus development on the properties located the northeast corner of 1301h Street North and Fenway Boulevard North, and legally described as follows: See Attached WHEREAS, the Planning Commission has reviewed said conditional use permit at a duly called public hearing on September 24, 2020, and recommends approval subject to the conditions listed in the conditional use permit. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the conditional use permit for Victor Land Holdings, LLC, to allow a campus development the properties located the northeast corner of 1301h Street North and Fenway Boulevard North, subject to the conditions listed in the conditional use permit with the following findings: 1. Campus developments are allowed in the General Industrial (I-3) zoning district with a CUP. The use is permissible by law. 2. The proposed use is consistent with the General Industrial (I-3) zoning of the property. 3. The proposed campus development would be compatible with the City's Comprehensive Plan and the character of the area. The campus development allows for a more efficient use of the property with shared access, parking, circulation, and stormwater management. 4. The site has adequate facilities to serve the campus development, including shared stormwater management and access to municipal sewer and water. 5. The site has adequate access to 130th Street North and Fenway Boulevard North and will not generate traffic that will reduce the safety of public roads. 6. The property is not located within a floodplain. 7. The proposed use will not have materials swept downstream. 8. The site is not located adjacent to public waters. 9. The property is not located within the shoreland overlay district and does not involve watercrafts. Resolution 2020- Page 2 10. The property is not located within the shoreland overlay district. 11. A wetland replacement plan has been reviewed and approved by the Technical Evaluation Panel (TEP) 12. The applicant shall be responsible for all necessary state and local permits. 13. Office/warehouse buildings are allowed in the General Industrial (I-3) zoning district. There is no need to screen the buildings. They are not proposing exterior storage with the project. ADOPTED by the City Council this 5th day of October, 2020 Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk RESOLUTION 2020- APPROVING A VARIANCE FOR VICTOR LAND HOLDINGS, LLC FOR THREE OFFICE/WAREHOUSE BUILDINGS ON THE PROPERTY LOCATED NORTHEAST OF 130TH STREET NORTH AND FENWAY BOULEVARD NORTH WHEREAS, Victor Land Holdings, LLC, has requested approval of a variance to allow a higher percentage of metal on a the building than required by ordinance, on the property legally described as; See Attached WHEREAS, the Planning Commission has reviewed said variance at a duly called a public hearing on September 24, 2020, and recommends approval subject to the findings listed in this resolution. NOW, THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF THE CITY OF HUGO, MINNESOTA, that it should and hereby does approve the variance for Victor Land Holdings, LLC, to allow a higher percentage of metal on a the building than required by ordinance with the following findings: The applicant shall revise the architectural plans to incorporate brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings to be reviewed and approved by staff. 2. The proposed variance is permissible by law. 3. According to the ordinance, 20% of the facade of building are allowed to be metal. Metal is an allowed material up to a certain percent. The applicant would like to use a higher percentage of metal. The proposed metal is architectural and high quality rather than the use of metal that ordinance is generally designed to prevent (i.e., tin shed/pole barn). If the applicant incorporates brick, block, or stone to the base of the building at least 3 feet in height on each side of the buildings, it is in staff s opinion that the property owner is proposing to use the property in a reasonable manner. 4. The proposed architectural metal panels are unique in that they are not the type of metal that is that the ordinance is generally designed to prevent (i.e., tin shed/pole barn). The proposed material is high quality and has gradually been used more on commercial and industrial projects. The property is unique as it is located in an area that has existing metal buildings (pole barns). The applicant is proposing to use a high quality metal and the buildings are not designed to be pole barns. Resolution 2020- Page 2 5. Because of the unique location of the site along 130th Street there is an opportunity to use innovative building materials that might not meet the strict intent of the ordinance in regards to it being metal. The proposed building material is high quality and the building design is attractive, which meet the intent of the ordinance to ensure high quality design and building materials for commercial and industrial buildings 6. The property is located on the northeast corner of 1301h Street and Fenway Boulevard. It is adjacent to existing metal buildings and across the street from a townhome development that that uses vinyl siding for the exterior. Allowing the use of the high quality architectural metal panels will provide a good transition between these uses and will not alter the essential character of the neighborhood. 7. The purpose and intent of the guidelines and ordinance are to ensure high quality design and building materials for commercial and industrial buildings and to improve the overall quality of development in the City. The ordinance was created to prevent the construction of tin sheds and pole barns and the use of low quality metal products. 8. The proposed architectural metal panels are high quality, the building design is attractive, and the architectural details break-up the building, meeting the spirit and intent of the ordinance. 9. Office/warehouse buildings are allowed in the I-3 zoning district. 10. The property is not within a floodplain. 11. The property will be served by City sewer and water. ADOPTED by the City Council this 5th day of October, 2020. Tom Weidt, Mayor ATTEST: Michele Lindau, City Clerk NOTICE OF COMPLETION OF VACATION PROCEEDINGS FOR THE VACATION OF A DRAINAGE AND UTILITY EASEMENT ON PROPERTIES LOCATED AT THE NORTHEAST CORNER OF 130TH STREET NORTH AND FENWAY BOULEVARD NORTH PLEASE TAKE NOTICE that the City Council for the City of Hugo has, on the 5th day of September, 2020, completed the proceedings for the vacation of the Drainage and Utility Easement on property legally described as follows: See Attached Exhibit A Dated this 5h day of September, 2020. Bryan Bear, City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public, personally appeared BRYAN BEAR, City Administrator of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and BRYAN BEAR, City Administrator, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public This Instrument was drafted by: City of Hugo 14669 Fitzgerald Ave N Hugo, MN 55038 CITY OF HUGO CONDITIONAL USE PERMIT DATE OF APPROVAL: October 5, 2020 OWNER: Victor Land Holdings, LLC 13925 Fenway Boulevard North Hugo, MN 55038 ADDRESS FOR WHICH CUP IS GRANTED: LEGAL DESCRIPTION: See Attached Exhibit A ZONING DISTRICT: General Industrial (I-3) THIS CONDITIONAL USE PERMIT ALLOWS FOR THE FOLLOWING: A campus development to allow multiple buildings on one parcel. THIS CONDITIONAL USE PERMIT IS APPROVED SUBJECT TO COMPLIANCE WITH THE FOLLOWING SPECIAL CONDITIONS: 1. The development shall comply with the comments in the Engineer's memo dated September 17, 2020. 2. The development shall comply with the site plan submitted on , and approved by the City Council on October 5, 2020, subject to the conditions listed in the approving resolutions for the site plan and conditional use permits. 3. The property shall comply with (Exhibit B). Tom Weidt, Mayor STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public, personally appeared Tom Weidt, Mayor of the City of Hugo, a Minnesota municipality within the State of Minnesota, and that said instrument was signed on behalf of the City of Hugo by the authority of the City Council of the City of Hugo, and Tom Weidt, mayor, acknowledge said instrument to be the free act and deed of said City of Hugo. Notary Public Dated: , 2019. Victor Land Holdings, LLC STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON) On this day of , 2020, before me, a Notary Public within and for said County, personally appeared of Victor Land Holdings, LLC to me known as the person described in and who executed the foregoing instrument, who stated that they are the owners of the property this permit applies to, and acknowledged that they executed the same as their free act and deed. Notary Public This document was drafted by: Hugo City Council 14669 Fitzgerald Ave N Hugo, MN 55038 7. 0 0 C7 Z w m U) 0 00 00ID 0 w U) w w w 00 wsb September 17, 2020 Ms. Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Avenue North Hugo, MN 55038 Re: Site Plan Review Eagles Landing Development WSB Project No. 016314-000 Dear Ms. Juba: We have reviewed the site plan submittal for the Eagles Landing site located east of Fenway Boulevard and north of 130th Street. In particular, we have reviewed the following plans related to this particular request: • Civil Plan Sets revised 9/9/20 by Plowe Engineering, Inc. • Drainage Report revised 9/9/20 by Plowe Engineering, Inc. • Architectural Plan Updates dated 9/10/20 by 292 Design Group • Geotechnical Exploration by Element Materials Technology dated 8/18/20 • Fire Truck turning movements exhibit Based on the review of the above documents, we offer the following comments related to this application: Grading, Street, and Utility Plans 1. The site is proposed to have two accesses. The first is on Fenway Boulevard approximately 200' north of 130th Street while the second is on 130th Street approximately 160' east from Fenway Boulevard. Proposed access locations are acceptable. 2. Water service to the site will be achieved by tapping the existing 12" watermain running along the northbound driving lane of Fenway Boulevard. A 6" service and hydrant will be extended to the east into the site. 3. Sanitary sewer service is available to the site from an existing 6" sanitary sewer service near the northwest corner of the property. 4. Detailed redline comments have been provided on the plans and sent to the applicants engineer so they can be addressed in future submittals. Stormwater Management 5. The stormwater water quality requirements are proposed to be met through the use of onsite biofiltration basins and the purchase of volume reduction credits from the City. With the current proposed stormwater management onsite, there is 1.2 ac of new/reconstructed impervious which is not treated onsite which requires the purchase of 2.1 volume reduction credits. One of the proposed biofiltration basins is within the City's right of way and above an SACommunity Development\Planning Commission\Packets\2020\09.24.20\016314-000 LTR RJuba- Eagles Landing Site Plan 091720.docx Ms. Rachel Juba September 17, 2020 Page 2 existing watermain line and will need to be moved which may modify the amount of credits required. Rate control is proposed to be met by the biofiltration basins and a dry basin onsite. The site is currently not meeting the City's 100-year rate control limitation of 0.1 cubic feet per second per acre of drainage, but we are working with the applicant with regards to modifications to their proposed plan. Staff is also working with the applicant to ensure freeboard from the HWL is met. Additional stormwater plan and model comments have been provided to applicant and will need to be addressed in future submittals for documentation and permitting purposes. A stormwater maintenance agreement and drainage and utility easements will be required for the stormwater basins on the site. Thank you for the opportunity to provide comments on this project. Additional comments may be necessary following the review of the responses to these. If you have any questions, please do not hesitate to contact me at 651-286-8463. Sincerely, WSB Mark Erichson, PE City Engineer cc: Scott Anderson, Public Works Director (email only) Liz Finnegan, Senior Engineering Technician (email only) 292DesignGroup minneapolis September 7, 2020 Rachel Juba Planner - City of Hugo 14669 Fitzgerald Ave N. Hugo, MN 55038 Re: VLH Eagles Landing Development Variance Application for the Use of Architectural Metal Panels for Exterior Cladding Dear Ms. Juba, We are proposing to use Architectural Metal Panels (AMP) for the exterior cladding of the proposed buildings in the Eagles Landing Development. These will provide Eagles Landing a high -quality long-lasting exterior that will create a dynamic look to the project and create a new fitting addition to the neighborhood. The Eagles Landing project is proposing an innovative approach to building Office/Warehouse type projects. The buildings will be constructed primarily of engineered wood construction versus the usual concrete. Engineered wood structures are inherently more environmentally responsive than other buildings that consist primarily of concrete construction. Wood is a natural storage of CO2, is a renewable product and consumes drastically less energy to produce the structural components. The manufacturing of concrete cement is an extremely high emitter of CO2 and takes extensive energy to produce and is one of the largest single sources of CO2 in construction. In addition to creating the base concrete material in pre -cast wall panels or concrete block, trucking and erection is energy intensive as well. Architectural metal wall panels to clad the building are another innovative product that has come into wide use. These are extremely high quality, long lasting products that are used for a wide variety of buildings, including sports facilities, housing projects, office buildings and cultural buildings. They are definitely not the cheap corrugated metal siding put on pole barns or pre- engineered (Butler) buildings many are familiar with. 612.767.3773 3533 E LAKE STREET MPLS, MN 55406, 292DesignGroup minneapolis The silver gray Architectural Metal Panels cladding the majority of the building are made of 29 gauge, galvanized steel, finished with a high quality Flouropolymer finish coating. These panels have a 40 year finish and durability warranty. The accent panels with the wood grain finish are extruded aluminum panels with a similar warranty. These panels incorporate recycled steel or aluminum in their fabrication and are completely recyclable. The metal panels will be installed on a cast concrete or masonry base to ensure the metal panels are not in contact with the ground. The Architectural Metal Panels have detailed texture that is enlivened by how the sun strikes the panels, adding a changing appearance through the day. This results in a more dynamic building than the typical concrete masonry or tip -up panel building. We think this meets the city's goal of having well designed, high quality buildings constructed within the City of Hugo and will make a great addition to the city. We look forward to discussing the project with you, the planning commission, and the city council. Sincerely, 292DesignGroup Mark Wentzell, AIA Partner, President 612.767.3773 3533 E LAKE STREET MPLS, MN 55406, 292DesignGroup minneapolis September 21, 2020 Rachel Juba Community Development Director City of Hugo 14669 Fitzgerald Ave, N, Hugo, MN 55038 RE: Variance Request Eagles Landing Development We are requesting the substitution of Architectural Metal Panels in lieu of the listed acceptable exterior materials. 1. No response. See others. 2. a. Architectural Metal Panels (AMP) are a high quality exterior cladding material that is widely used for a variety of architectural projects including, housing, office, retail, sports, cultural and civic buildings. The use Architectural Metal Panels is common in suburban communities within the Twin Cities area as well as Minneapolis and St. Paul, and throughout the country. AMP have been in use for a long time, and are becoming a standard exterior building product throughout the construction industry. Architectural Metal Panels provide project developers a more sustainable and energy efficient exterior material than the listed permissible materials such as pre -cast concrete or masonry. They also provide for a greater variety of exterior appearance and application. b. The Eagles Landing Development is being constructed using the construction methods utilized by the JL Schwieters Company. Engineered wood framing is a more energy efficient and sustainable construction method than typical methods - eliminating high CO2 emitting concrete/cement materials. AMP are a common accepted exterior material, denying the use of AMP for this project would be an undue burden on the project compared to construction in adjacent communities where these materials are widely accepted. c. The proposed use of Architectural Metal Panels provide a pleasing transitional material to the surrounding mixed use neighborhood. The panels provide a light less heavy appearance. The wood grain panels particularly make an graceful transition to the nearby housing developments. The AMP also provide greater flexibility in placing openings and material variety than the more restrictive pre -cast or masonry materials - allowing the project to have a more diverse and accessible exterior design. 3. We understand many communities have fought the scourge of low quality "pole barn" type corrugated metal panels and have written ordinances prohibit their use. The AMP proposed for Eagles Landings bare little resemblance to those materials. These are a much higher grade product with thicker gauge material, better finish coatings and finer detailed fabrication. AMPS are far superior to the permitted painted pre -cast wall panel used on adjacent buildings. These will be an enhancement to the project. 4. NA 612.767.3773 3533 E LAKE STREET MPLS, MN 55406, 292DesignGroup minneapolis 5. NA 6. NA Sincerely, 292DesignGroup 44 , W' Mark Wentzell, AIA Partner, President 612.767.3773 3533 E LAKE STREET MPLS, MN 55406, EAGLES LANDING SITE PLAN REVIEW FENWAY AVE N. & 130TH ST N., HUGO, MN L- VICTOR LAND HOLDINGS, LLC 13925 FENWAY BLVD. NORTH HUGO, MN 55038-9265 CONTACT: BRENDA KUNKEL, (651) 762-1110 292DesignGroup 3533 EAST LAKE STREET, M I N N EAPO L I S, MN 55406 CONTACT: MARK WENTZELL, (612) 767-3773 CIVIL ENGINEER: PLOWE ENGINEERING, INC. 6776 LAKE DRIVE, SUITE 1105 LINO LAKES, MN 55014 CONTACT: CHUCK PLOW E, (651) 361-8210 ELECTRICAL ENGINEER: PAULSON & CLARK ENGINEERING 2352 COUNTY ROAD J EAST, WHITE BEAR LAKE, MN 55110 CONTACT: AN DY TRIPP, (651) 287-7511 LANDSCAPE ARCHITECT: DREAMSCAPES LANDSCAPING & DESIGN 7087 20TH AVE S, CENTERVILLE, MN 55038 CONTACT: J I M KALKES (651) 415-1000 STRUCTURAL ENGINEER: MEYER BORGMAN JOHNSON 510 MARQUETTE AVE S, SUITE 900, MINNEAPOLIS, MN 55402 CONTACT: MURPHY CURRAN, (612) 604-3623 N11 °51 '17"E 465.32' OVERALL r- • • O O M - v - - - - - - - - - - - - S11°51'17"E 280.74' — - - - - - I - - - - - Q - - N11051'17"E 150.98' m w w � w 30'-0°� q 04 YAC E.C B.c C.c D.c �i DRAINAGE DITCH 6,000 SFMIN. REAR ETBA K 200'-0 z A v 40'-4 5/8" 39'-9" 39'-9" 39'-9" 40'-4 5/8" T TRASH ENCLOSURE; ARCHITECTURAL -- ---- --- —------------ _ METAL PANEL CLADDING& —_ 3.c I— COMPOSITE WOOD GATES Io 18'-4" V.2 I -I - -I - -I - -I 24'-0" =-- = =- BUILDING 'C' 7 Lo MIN. SIDE YARD SETBACK 10 000 GSF � A03.2 • 5 TENANTS I I I ' I 0o I • ov' I I N I W I 18'-0" US,00 24'-0" MIN. SIDE YARD SETBACK co co y I 9'-0" (COMM # 2020-0311) TYP. I_ ZONED 1-3 q q TOTAL PARCEL AREA: N � 69, 626 S.F. ' 8'-0" HIGH BLACK VINYL CHAIN -LINK 1.60ACRES L 18-0 TYP; L 32-0 FENCE; TYP. I I • 2.a — 24'-0" MIN. SIDE YARD SETBACK O I I �I 24'-0" — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1(8 A03.2 8'-0" HIGH BLACK VINYL CHAIN -LINK FENCE; TYP. 18'-0" TYP. o II o` od I N W M 0 0 Z I - 8'-0" HIGH BLACK VINYL CHAIN -LINK FENCE WITH SLIDING GATE; TYP. I BUILDING 'A' 10,000 GSF --I -� 5 TENANTS 0 0 0 BUILDING'B' -12,000 GSF 4 TENANTS 50'-0" 25'-0" 18'-0" TYP o a U 40'4 5/8" 39'-9" 39'-9" 39'-9" 40'-4 5/8" 68'-0" 75-0" m 200'-0" l— — — — — — — — — - — — — — — — - -------------- w �---- 0 co Lu B.a _�� INFILTRATION BASIN (D.a E.a F.a I 1.b o z JJJJJJJ--3,000 SF N } O ' w LL ❑ _ -- - - - - - - N11051'17"E 280.76'- _ - - - - --- - - - - - - - - - z _ - N11°51'17"E - 232.14' - - - N11 °51'17"E 512.90' OVERALL 73 un NJ F E N WA Y FIRST FLOOR - SITE PLAN 1 /16" = 1'-0" EAGLES LANDING BID DOCUMENTS ARCHITECTURAL SITE PLAN A01 9/10/2020 B L V D zt M 1 33.60' I, 1 1 ' 1 • �I 1 • ,I 1 I I I E.b 1 • I ,I I I RONT YARp SETBACK MjN. F SEMENT, UT1�1TY EA I � I I 1 w o �D.bI 111 piN 24'-0" I � 1 1 0 o I ' I m w , � N o C.b 1 I (COMM # 2020-0312) I ZONED)-3 I TOTAL PARCEL AREA:, 51,627 S.F., 1.19 A CRES (AREA WITHIN R/W IS 1 8,333 SF; 0.19 A CRES) = I AIN GARDEN 1 SWALE I --3,200 SF 1 J, 0 1 J, N lIz, -------- I 7a m m 292Desic 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 A 3 A03.1 (D.a E.a F.a 3.a L L.a (C.a) 200'-0" An'_A rlR" `a, -a" `AQ'-Q" `3Q'_Q" An'_A ,/R" I It 14'4 1 /4" 5'-6" 13'-8 5/8" 5'-6" 13'-8 5/8" 5'-6" 13'-8 5/8" 5'-6" 13'-8 5/8" 5'-6" R.O. R.O. R.O. R.O. R.O. i� ih zo Lo O C TENANT'A1' TENANT'A2' TEN T'A3' TEN T'A4' TENANT'A5' OPEN TO BELOW OPEN -TO BELOW OP TO BELOW OP TO BELOW OPEN'TO BELOW o ' Lo o 0 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- LO --- --- --- --- --- u) 19 - - - - - MEZZANINE MEZZANINE MEZZANINE MEZZANINE O O Al-200 MEZZANINE A3-200 A4-zoo As -zoo Lo Az -zoo SPK - RISER 7'-10 1/8" 11'-8" R.O. 4'-5" 6'-0" R.O. T-10" 11'-8" R.O. 4'-5" 6'-0" R.O. T-10" 11'-8" 4'-5" 6'-0" T-10" 11'-8" R.O. 4'-5" 6'-0" R.O. T-10" 11'-8" R.O. 4'-5" 6'-0" R.O. 0 0 4 BALCONY- TYP. @ UNITS o W/ MEZZANINES � a A03.1 8'-11 1 /4" MEZZANINE - BLDG 'A' 1/8" = 1'-0" 3a: A.a 3 A03.1 (D.a (Ea 12'-0" TYP. F.a 200'-0" 14'-4 1/4" 3'-4" T-4" 12'-0" R.O. 3'-4 3/8' 13'-8 5/8" 3'-4" 7'-4" 12'-0" R.O. 3'-4 3/8' 13'-8 5/8" 3'-4" 7'-4" 12'-0" R.O. 3'-4 34' 13'-8 5/8" 3'-4" 7'-4" 12'-0" R.O. T-4 3/8" 13'-8 5/8" 3'-4" 7'-4" 12'-0" R.O. 4'-0" R.O. I R.O. I R.O. R.O. R.O. 0 I Ln o - - - TENANT - - - TENANT - - - TENANT - - - TENANT - - - TENANT o �n -----I 'Al' ---I I -----I 'A2� ---I I -----I 'A3' ---I I -----I 'A4' ---I I -----I 'A5' ---I I I -----I I TOILE I -----I I TOILE I -----I I ----- TOILET I -----I I TOILE I -----I I -- -- -- TOILE A03.1 — - Qcz Al-101 A2-131 A3-101 0 A4-101 A5-101 SPK RISER O TILITY Al-10 TILIT A2-10 TILIT A3-1 UTILIT A4-1 2 qTILlT 0 A5-1 2 Zh � 0 - CO ch i4 8'-11 1 /4" — A03.1 jFIRST FLOOR - BLDG 'A' 1/8" = 1'-0" EAGLES LANDING BID DOCUMENTS FLOOR PLANS - BLDG 'A' A02.1 9/10/2020 292Des 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 1.b 2.b 3.b EAGLES LANDING BID DOCUMENTS FIRST FLOOR PLAN - BLDG 'B' FIRST FLOOR - BLDG 'B' 1 /8" = 1'-0" 1 A03.2 292Desic A02.2 9/10/2020 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 1.b 0 in 2.b 3.b 0 0 0 Lo N P Lo 00 io r0o- 2 A03.2 O O Ln A.b B.b C.b 4 A03.2 MEZZANINE - BLDG 'B' 1 /8" = 1'-0" EAGLES LANDING BID DOCUMENTS MEZZANINE FLOOR PLAN - BLDG 'B' A02.3 9/10/2020 SPK RISER 0 TENANT 'B1' TENANT 'B2' TENANT 'B3' TENANT 'B4' OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW MEZZANINE MEZZANINE MEZZANINE MEZZANINE B1-200 B2-200 B3-200 B4-200 6 3/4" 9'-4" 6'-0" 4'-6" 6'-0" 8'-2 1 /2" 6'-0" 6'-0" 8'-2 1 /2" 6'-0" 4'-6" 6'-0" R.O. R.O. R.O. 6'-0" 4'-6" 6'-0" 8'-2 1 /2" 6'-0" 6 3/4" 6'-0" 8'-2 1 /2" 6'-0" 4'-6" 6'-0" 9'-4" R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. 21'-0" TYP. 21'-0" TYP. o d ic) 3 BALCONY A03.2 00 1 A03.2 i? O 00 • 292Des 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 A.c B.c C.c 4 D.c E.c F.c 1( A03.3 200'-0" 40'-4 5/8" 39'-9" 39'-9" 39'-9" 40'-4 5/8" 1.c MEZZANINE - BLDG 'C' 1 /8" = 1'-0" 3.c 1.c EAGLES LANDING BID DOCUMENTS FLOOR PLANS - BLDG'C' A02.4 9/10/2020 0 14'4 1 /4" 5'-6" R.O. 13'-8 5/8" 5'-6" R.O. 13'-8 5/8" 5'-6" R.O. 0 A03.3,, 4 A03.3 13'-8 5/8" 5'-6" R.O. 13'-8 5/8" 5'-6" R.O. CANOPY BELOW, TYP. @ OVERHEAD & ENTRY DOORS I i � I i � I i � I i � I i � I Q' 11 1 IA-1 FIRST FLOOR - BLDG 'C' 1/8" = 1'-0" 3 A03.3 Al A100 2 A03.3 292Des 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 39'-9" 13'-8 5/8" 3'-4" 7'-4" 12'-0" R.O. 3'-4 3/8" R.O. n TYP. FIRST FLOOR UNIT PLAN - BLDGS A & C ' 1 /4'1 = 1'-011 EAGLES LANDING BID DOCUMENTS ENLARGED UNIT PLAN - BLDGS 'A' & 'C' A02.5A 9/10/2020 O O Lf ) 2.a 0 in CM 0 in B.a n TYP MEZZANINE UNIT PLAN - BLDGS A & C ` 1/4" = 1'-0" "I L'-u- 39'-9" 292Desic 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 1.b A.b 40'-3 7/8" B.b 8'-11 1/4" 3'-4" 12'-0" R.O. 13'-10 1/8" R.O. 1'-10 3/4" 1.b 40'-3 7/8" 30'-11 1 /2" 5'-6" R.O. 2.b s1 O N EAGLES LANDING BID DOCUMENTS ENLARGED UNIT PLAN - BLDG 'B' A02.513 1 TYP FIRST FLOOR UNIT PLAN - BLDG'B' n 9/10/2020 1 /411 = 1'-0" 34'-3 7/8" TOILET B1-101 UP �r ---------------- ---------------- ---------------- ------------------I -----------------i — — — — — — — — — — — �i ---------------li --------———— — — — — — i -----------------ii it--------------�i -------------------i N SHARED ENTRY F 12'-0" R.O. 911 IN - O c co O co SPK RISER 0 9'-4" 6'-0" R.O. 3.b BALCONY 2 TYP MEZZANINE UNIT PLAN - BLDG 'B' 1 /4" = 1'-0" LID OF TOILET & UTILITY ROOMS BELOW TENANT 'B1' OPEN TO BELOW MEZZANINE B1-200 4'-6" 6'-0" 8'-2 1 /2" R.O. 21'-0" TYP. II_I l II_Il mmi A ill 3/4" 292Des 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 V V V V V- I L /\ I V I\ L V ARCHITECTURAL METAL PANEL, TYP. NORTH ELEVATION - BLDG'A' 1 /8" = 1'-091 MA IA ITCfI A[--)!'LJITC('rI ICJAI RACrAI MAIAIr= SOUTH ELEVATION - BLDG'A' 1 /8" = 1'-0" HOLLOW METAL "­ _ I "\ 111 \ " DOOR &FRAME; ARCHITECTURAL METAL PAINTED PANEL, TYP. EAST ELEVATION - BLDG'A' METAL PANEL, TYP. `v �v ALUMINUM lIRECR/'1AIT TVA 1 /8" = 1'-0" STOREFRONT, nA Inlr=M ARCHITECTURAL METAL PANEL, TYP. WEST ELEVATION - BLDG'A' 1 /8" = 1'-0" EAGLES LANDING BID DOCUMENTS EXTERIOR ELEVATIONS - BLDG'A' A03.1 09/09/2020 IKIC`I II ATCfI ('1 AC`C` 292Desic 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 Arll�Lll-=r`TI IMAI hl!=AI f-)AIAI-r=M Al I I"AIAII IRA EAST ELEVATION - BLDG 'B' 1 /8" = 1'-0" ARCHITECTURAL METAL PANEL, TYP. WEST ELEVATION - BLDG 'B' 1/8" = 1'-0" MAI \A// no CCIAIIQLJCCI MAI \A// no CCIAIIQLJCCI SOUTH ELEVATION - BLDG 'B' 1 /8" = 1'-0" n NORTH ELEVATION - BLDG 'B' Y 1 /8" = 1'-0" EAGLES LANDING /AMU -II 1 rZu I UKHL IVIC I HL PANEL, TYP. BID DOCUMENTS EXTERIOR ELEVATIONS - BLDG 'B' & TRASH ENCLOSURE A03.2 09/09/2020 WOOD -TEXTURED ARCHITECTURAL METAL PANEL, TYP. VV V\JU- I L/\ I UI\LU ARCHITECTURAL METAL PANEL, TYP. ALUMINUM STOREFRONT, TYP. IAIClI 11 A T r C !-I ACl Cl I I��LOW METAL DOOR & FRAME; PAINTED ARCHI---Al "A - AI PANE EAST ELEV @ TRASH ENCLOSURE 1 /4" = 1'-0" ARCHITECTURAL MFTA' PANEL, TYP. n NORTH ELEV. @TRASH ENCLOSURE 1 /411 = 1'-0" I WEST ELEV. @ TRASH ENCLOSURE 1 /4" = 1'-0" ARCHITECTURAL ""ETA' PANEL, TYP. n SOUTH ELEV. @ TRASH ENCLOSURE 1 /4" = 1'-0" ST FLOOR 100, - 0" FLOOR 100' - 0" COMPOSITE WOOD DOUBLE GATE IITECTURAL METAL PANEL, TYP. IRST FLOOR 100, - 0" FIRST FLOOR 100, - 0" 292Desic 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 ACJ('LJITC('TI IE)AI RACTAI MAIM-r= vv V _ I "/\ I VI\"V ARCHITECTURAL METAL PANEL, TYP. o) NORTH ELEVATION - BLDG 'C' 1 /8" = 1'-0" vv\JVV-I L^I VI\LV ARCHITECTURAL METAL PANEL, TYP. WEST ELEVATION - BLDG 'C' 1 /8" = 1'-0" A f'f !'LJITr/'TI IMAI 11ArTAl MAIK=T I rHIVtL, I Yr. n SOUTH ELEVATION - BLDG 'C' 1 /8" = 1'-0" In IC'I II AT /'1 AC'C' HOLLOW METAL DOOR & FRAME; PAINTED PAINTED ALUMINUM STOREFRONT, TYP. Ar7)r'LJITC!'TI IMAI RACTAI MA IAITCfI CAI !'lIAIV %A// Mr7)E=AIICLJ=M Ar-)r LJITC!'TI IMAI RACTAI I7AIAITCf1 EAST ELEVATION - BLDG 'C' 1 /8" = 1'-0" EAGLES LANDING BID DOCUMENTS EXTERIOR ELEVATIONS - BLDG'C' A03.3 09/09/2020 vv l.JVv-1 L^I %JI XL_✓ ARCHITECTURAL METAL PANEL, TYP. 292Desic 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 EAGLES LANDING BID DOCUMENTS MATERIAL SAMPLE BOARD A05 09/09/2020 CENTRIA CONCEPT SERIES PREFINISHED METAL PANEL RAINSCREEN SYSTEM; VARIED PROFILE PATTERN; COLOR: TBD LONGBOARD 6" V-GROOVE PREFINISHED METAL PANEL RAINSCREEN SYSTEM; COLOR: TBD BLACK VINYL COATED CHAIN -LINK FENCE PAINTED INSULATED OVERHEAD DOOR; COLOR: TBD PAINTED ALUMINUM WINDOW FRAMES; COLOR: TBD PAINTED HOLLOW METAL DOOR; COLOR: TBD 292Des 292 DESIGN GROUP 3533 E. LAKE STREET MINNEAPOLIS, MN 55406 DETENTI C�ASIN (P2) ` + Hi/1/i 931.51 , ., ., ,.� Al \ ti TRASH0 1 =j I I I I I I I + I I L_11 I I TENANT I I TENANT I I TENANT I TENANT I TENANT � TENANT I I I P I 0 I N I M L D I K I 0 18 PARKING I I I I I I I I SPACES I -ji/r + + + + + + + + + t + + + + + 30 PARKING + + + + + SPACES --------- + + t + + } + + + + + + + O+ + 4- 4- 0 + I I I I I I I + + + + + + + TENANT I TENANT I TENANT I TENANT I TENANT + + I I I I I + + + + + I ,A, I .B. I C. I 'p. I .E. + - + s------�-s------� s------J------� s------� ___. 4 + + + + 7� + 0 � -1 + r + I - =j —I + + + +IN7 _bn -hi + + + + + + + + ++o+ + ++ ++ + + + + + + + + + + + + + + + +++ ++++ ++++ +4- +++131 TF TI +$ASFN $1+ + ++ ++++ ++++ ++++ +++++++++ ++++ A- A- + + + + + + + T + ++ ++++ ++ r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + SITE LANDSCAPE PLAN a TREE LEGEND 0 KEY BOTANICAL NAME T DECIDUOUS TREES Gleditsia triacanthos var. HLU inermis 'Shademaster' 0 5 " BL Tilia americana'Boulevard' V V n HB Celtis occidentalis L N V 3 V SM Acer saccharum n 5 U Y RM Acer rubrum'Nothwoods' U n 1 � D DE �� Ulmus x'Patriot' J FENWAY BLVD N COMMON NAME SIZE ROOT CITY. INSTALL MATURE KEY BOTANICAL NAME HEIGHT HEIGHT ORNAMENTALTREES SHADEMASTER HONEYLOCUST 2.5" BB 2 10' 50' RB Betula nigra'Shilo Splash' M Amelanchier x grandiflora ~o SB 0 'Autumn Brilliance' BOULEVARD LINDEN 2.5" BB 3 15' 60' 1= v > SS Malus x'Spring Snow' O z HACKBERRY 2.5" BB 4 15' 50' Q TL Syringa Reticulata Uj H EVERGREEN TREES SUGAR MAPLE 2.5" BB 0 14' 50' Ln NORTHWOODS MAPLE 12.5" I BB I 4 II 14' 1 50' TENANT H 0 C� Tl I I L-� TENANT I 'G' I 0 -- I I I I I I I \ I I TENANT 'F' 1 I 0 I 1�._ �I�_ c K 110, +i + + I 190, 16 PARKING + SPACES + + + + + + + + + + + + " + + + C0 + 0 a c- + 0 U 0 8D + + qq,�� ++ + ++ + + 71\� + ++ + ++ + ++ + ++++++++++ A- + + + �, COMMON NAME SIZE ROOT CITY. IIINSTALL MATURE HEIGHT HEIGHT SHILOH SPLASH 1.5" BB 4 8' 25' RIVER BIRCH O AUTUMN BRILLIANCE 1.5" BB 4 8' 20' SERVICEBERRY U � U o� CC SPRING SNOW CRABAPPLE 1.5" BB 3 8' 25' w -j �- O JAPANESE TREE LILAC 1.5" BB 5 8' 20' V) z gH Picea glauca var. Densata BLACK HILLS SPRUCE 6' BB 8 6' 40' w NS Picea abes NORWAY SPRUCE 6' BB - 6' 60' LL LL O TA Larix Laricina EASTERN LARCH / TAMARACK 6' BB 8 6' 50' PATRIOT ELM 2.5" BB 3 14 50'L QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. I. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1 /3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GRE REMOVE ALL BURLAP AND NAILS FROP 1/3 OF THE BALL REMOVE ALL TWINE. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL 6. WATER TO SETTLE PLANTS AND FILL VOIDS. -1. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 5. PLACE MULCH WITHIN 45 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. CONNOT�IFELROUS TREE PLANTING DETAIL T)D L 0 20 40 SCALE 1" = 20' NOTE GUY ASSEMBLY OPTIONAL BUT CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR MAINTAINING TREE IN A PLUMB POSITION FOR THE DURATION OF THE GUARANTEE PERIOD GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2" WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-l" ROLLED STEEL POSTS (MNDOT 3401) 0 I80° O.G. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE 20 12 ° UNIFORM ORIENTATION OF GUY 12 LINES AND STAKES STAKING DIAGRAM GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE 4"-(o" SHREDDED BARK MULCH EXISTING GRADE MINIMUM 1/2 WIDTH OF ROOT BALL PLANTING SOIL MIXTURE (SEE SPEC.) UNDISTURBED OR STABILIZED SUBSOIL POLY EDGES FINAL GRADE UNDID 501 L SHRUB & CONTAINER PLANTING DETAIL - CITY of HUGO LANDSCAPE CODE DRAWN BY: DESIGN BY: JAK JAK CHCKD BY: PROJ. NO. • OVERSTORY TREES •• ONE TREE PER 2,000SF GROSS BUILDING FLOOR AREA JAK 20-1906 ORIGINAL DATE: (32,000SF / 2000) =16 OVERSTORY TREES =16 OVERSTORY TREES MAY 1, 2020 • EVERGREEN TREES •• OOSF GROSS BUILDING FLOOR ARE (32 OOOSF / 2000) 16 EVERGREEN TREES =16 EVERGREEN TREES • ORNAMENTAL TREES •• ONE TREE PER OOSF GROSS BUILDING FLOOR AREA16 (32 OOOSF / 2000) ORNAMENTAL TREES Z 0 =16 ORNAMENTAL TREES d • SHRUBS U •• ONE SHRUB PER 300SF GROSS BUILDING FLOOR AREA U) w (32,000SF / 300) =106 SHRUBS o =106 SHRUBS SEED MIX LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX NATIVE WET PRAIRIE MN SEED MIX 34-271 (OLD BwSRw2) WETLAND FRINGE MN SEED MIX 35-221 (OLD BwsR U6) COMMERCIAL TURF -SOD HIGHLAND SOD rrr rrr rr MNDOT 260 MN SEED MIX 25-131 (OLD MNDOT260) & rrr rrr rrr ALL AREAS DISTURBED BY r CONSTRUCTION NOT INTENDED (USE EROSION CONTROL BLANKET rrrrr rrr SODDED, OR RETENTION BASINS FOR SLOPES OVER 3:1) MN SEED MIX 25-131 MESIC GENERAL ROADSIDE FOR GENERAL STABILIZATION (USE EROSION CONTROL BLANKET OF PAD AREAS FOR SLOPES OVER 3:1) HARDWOOD MULCH (NATURAL COLOR) SHREDDED HARDWOOD MULCH CRUSHED QUARRY GRANITE 1/2" CRUSHED GRANITE PLAN 8" 2-PLY NYLON STRAPS DOUBLE STRAND 12 GAUGE WIRE PAINTED FLUORESCENT ORANGE WHITE FLAGGING (TYP.) TREE WRAP PRIMARY ROOTS SHALL BE AT FINISHED GRADE 4" HARDWOOD MULCH 1 4" DEEP SAUCER 8" STEEL TEE POST-3 REQUIRED AT 120° BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP ; ROPE FROM TOP 1 /3 OF THE BALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. PLANTING DEPTH TREES SHALL BE INSTALLED SO PRIMARY ROOTS ARE AT FINISHED GRADE. DO NOT PLANT TOO DEEPLY OR TREES SHALL BE REJECTED AND WILL REQUIRE CORRECTIONS. A DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE 2' MIN. TO PAVED SURFACE NOT TO SCALE 4" DEEP HARD WOOD MULCH SIDEWALK/CURB MIN. (o" (TYP.) BACKFILL WITH PLANTING MIX ro" AT THE SIDES AND ALL SPACE BETWEEN THE PLANTS TO FULL DEPTH. w ¢ J O w cn v s� w ¢ J Z w ;U w J U ]C c) w Z � '.U0 ¢ O w J ¢ o ow Q H di 0 ,a 00 o o n w a Z DKE AM S CAPE5 Lands aping & Design, Inc. DrearnScapes Landscape and Design 7087 20th Ave S, Centerville MN 55038 www. DrearnScapesM N. com PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 I O 2 0 15 30 1 INCH = 30 FEET EAGLES LANDING LANDSCAPE PLAN PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 8. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 9. MULCH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON -SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 10. PLACE LANDSCAPE FILTER FABRIC UNDER ALL ROCK MULCHED AREAS. FILTER FABRIC SHALL BE 100% INTERWOVEN 5.1oz NEEDLE PUNCHED POLYPROPYLENE FABRIC MANUFACTURED BY DEWITT. USE PRO 5 "WEED BARRIER" OR APPROVED EQUAL. 11, PLACE EDGING BETWEEN ALL PLANTING/ROCK BEDS AND TURF. EDGING SHALL BE POLY. 12. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. 14. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 15. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 17. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 18. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 19. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXIOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. 20. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 21. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 22, SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS POTTED PLANTS: 4/1 - 6/1; 9/21 - 11/1 DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 EVERGREEN POTTED PLANTS: 4/1 - 6/1; 9/21-11/1 EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 TURF/LAWN SEEDING: 4/1 - 6/1; 7/20 - 9/20 NATIVE MIX SEEDING: 4/1 - 7/20; 9/20-10/20 23. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THROUGHOUT THE GUARANTEE PERIOD. 24. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 25, WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 26, CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. 27, ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 28. ALL DISTURBED AREAS TO RECEIVE NATIVE WETLAND SEEDED, ARE TO RECEIVE ENGINEERED SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. LANDSCAPE LEGEND KEY BOTANICAL NAME COMMON NAME SIZE ROOT QTY. REMARKS INSTALL MATURE HEIGHT HEIGHT SHRUBS SVJ Juniperious Horizoantalis'Savin' SAVIN JUNIPER #5 CONT. 6 1' 3'x4' 0I SPL Syringa x "Bailsugar' SUGAR PLUM LILAC #5 CONT. - 1.5' 4'x4' TAU Taxus x media 'Tauntoni' TAUNTON SPREADING YEW #5 CONT. 10 1' 3'x4' DBB Euonymus alatus'Compactus' DWARF BURNING BUSH #5 CONT. 3 1.5' 4'x4' GLS Rhus aromatica 'Gro-Low' GRO-LOW FRAGRANT SUMAC #5 CONT. 15 1' 2.5'x5' BCA Viburnum trilobum 'Bailey Compact' COMPACT AMERICAN CRANBERRYBUSH #5 CONT. 5 1.5' 4'x4' AWS Spiraea x bumalda'Anthony Waterer' ANTHONY WATERER SPIREA #5 CONT. 31 1.5' 3'x4' SMS Spiraea nipponica 'Snowmound' SNOWMOUNDSPIREA #5 #5 CONT. CONT. 14 9 1.5' 1' 3'x4' 3'x4' MYS Spiraea thunbergii 'Ogon' Ribes alpinum MELLOW YELLOW SPIREA ALPINE CURRANT ALP #5 CONT. 6 1.5' 3'x4' GFS Spiraea x bumalda 'Gold Flame' GOLD FLAME SPIREA #5 CONT. 5 1.5' 3'x4' DRAWN BY: DESIGN BY: JAK JAK CHCKD BY: PROJ. NO. JAK 20-1906 ORIGINAL DATE: MAY 1, 2020 U o¢ a� o z 2 1E ' 01 a J Qv Q :z � U � J LU Q Q w Q o CV 0 di o oo o w a w z V, 0 Uvi DREAMS CAPES Landscaping & Design, Inc. DreamScapes Landscape and Design 7087 20th Ave S, Centerville MN 55038 www.DreamScapesMN.com a MEN y W r ca a W z Q J 0- LU Q U U) 0 z Q J PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 '• I O 2 0 15 30 1 INCH = 30 FEET r�j� SITE LANDSCAPE PLAN 0 10 20 30 EAGLES LANDING L2 SCALE 1" = 10' L2 LANDSCAPE PLAN 114 TENTION BASIN (P2) TRAS Ell = = � �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I / DRIP IRRIGATION FOR TENANT i TENANT TENANT I I i TENANT i TENANT SHRUB BEDS ( TYP . ) I P I N M L I K I 0 I D I 0 18 PARKING I I I SPACES I I I I I I I I I I I i I I I I I I i � lul + + + 30 PARKING } + + + + SPACES + + + I + + + + + + ++ + ++ + + + ++ + + + + I + + + + + I I + + + + I I I + + + + + + + I TEI I TENANT SPRAY ROTOR i C. IRRIGATION AREAS FOR -------� 0 TENANT H' I / 0 I C� Tl I F� L-� TENANT I I I I I � I DRIP IRRIGATION FOR -- SHRUB BEDS (TYP.) I I I I i I I TENANT 'F' I I I I I TENANT TENANT I 'D' I 'E' C 0 I 0 -------------- I + o + + + + + TURF (TYP.) + + + + 17 JM7 4- + + + + + + + + ++ ++ + ++ + ++ + ++ B`Qh TPAfl BASIN B� + + ++ + ++ + +++ + ++++ ++ ++ + ++ + ++ + ++ + ++ + + + + + + + + + + + + + + + + + + OTT 0 + + ++ ++++ ++ + + + + + + + + + + + + + + + + + + + + + + + + + + +T T- + + + + + + k + + + + + + F E N WA Y B L V D N ■010. 0: 0 hlr0Y0 ,CI \�0110 -'"IWIN 1 J T IRRIGATION CONTROLLER: HUNTER Pro-C WITH SOLAR SYNC CONTROLLER. WALL MOUNTED INSIDE BUILDING, PROVIDE SHOP DRAWINGS TO SHOW TYPE AND LOCATION V s RAIN SENSOR: HUNTER RAIN/FREEZE-CLIK. INSTALL OUTSIDE CONTROLLER ROOM. ONE RAIN-CLIK PER CONTROLLER. L TURF IRRIGATION: DESIGN PRESSURE: PSI -ELECTRIC ZONE VALVES: HUNTER ICV WITH ACCU-SET PRESSURE REGULATOR. 5 -POP UP ROTOR HEADS: HUNTER MP ROTORS, NO SPRAY HEADS ALLOWED. -POP UP ROTOR HEADS: HUNTER 4" POP-UP 1-20 ULTRA V T ?I SHRUBS /GRASSES/PRENNIALS/ANNUALS -ELECTRIC ZONE VALVE: HUNTER ICZ-101. INSTITUTIONAL CONTROL ZONE KIT, 1" CONTROL ZONE VALVE WITH 1" HY100WYE FILTER AND 25 PSI HIGH -FLOW REGULATOR. -DRIPLINE IRRIGATION: RAINBIRD LD-09-18. DRIPLINE WITH 0.92 GPH EMITTERS AT 18" O.C. DRIPLINE LATERALS SPACES AT 18" O.C. APART WITH EMITTERS OFFSET FOR n TRIANGULAR PATTERN. u CRITICAL ANALYSIS (TO BE PLACES IN SUBMITTED SHOP DRAWINGS) IRRIGATION SLEEVES - 2X THE SIZE OF THE LINE BEING ACCOMMODATED �Iu FLOW AVAILABLE -(PSI) - F71 1 >> i WATER METER SIZE - QUICK COUPLING VALVE: = RAIN BIRD MODEL 7, PLACE 1 IN THE SOD AREA STATIC PRESSURE AT POC-(PSI) - PLANTING BED DRIP LINE SYSTEM - RAINBIRD LD-09-18. DRIPLINE ,I FLOW AVAILABLE AT POC-(GPM) - \ \\ LATERAL SPACING 18" O.C. APART. 12" O.C. IS ACCEPTABLE IF AREA i CANNOT ACCOMMODATE 18" O.C. MATCH PRECIPITATION THROUGHOUT ZONE. + 17/ + + 1 \ \ 1 + �I + 190, + 16 PARKING + SPACES o+ + + + + + + + + + + + + + + + + 4- + + ++ + + ++ + + t + + + + + •+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 71+ + +AI, 4- + PVC MAINLINE. OPERATION INDICATOR - ALL ZONES TYPICAL FPT ADAPTER AND DRIP VALVE / FILTER / COMPRESSION COUPLER. REGULATOR. 1" SCH 40 PVC 0 SLOPED CONDITION NOTE: TYPICAL OFFSET LATERAL PIPE. 1. INSTALL AIR RELIEF VALVE AT HIGHEST 2" FROM POINT. HARDSCAPE, 4" 2. SPACING AS NOTED ON FROM PLANTED Y2" POLYETHYLENE TOP Z/3 OF SLOPE. AREA. - 3. SPACING AT BOTTOM Y3 OR PVC HEADER. AS NOTED PLUS 25%. TYPICAL 4. WHEN ELEVATION COMPRESSION CHANGE IS 10 FT OR FITTING. MORE, ZONE BOTTOM DRIPLINE SPACING Y3 SEPARATELY. AS NOTED. AIR RELIEF VALVE AT HIGH POINT, IF INDICATED. TYPICAL DRIP LINE n A WITH EMITTER A SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND 2' O.0 (MAX). F FLUSH VALVE OR CAP AT LOW END, AS NOTED. END FEED EXAMPLE CENTER FEED EXAMPLE DRIP LINE TYPICAL LAYOUT N.T.S. MAXIMUM LATERAL LENGTH (FEET) EMITTER FLOW RATE GPH 12" SPACING 18" SPACING 24" SPACING PSI 0.6 0.9 0.6 0.9 0.6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 GRID PRECIPITATION RATES (IN/HR) EMITTER FLOW RATE EMITTER LATERAL 0.6 0.9 SPACING SPACING 12 12 0.96 1 18 18 0.69 1..44 03 24 24 0.28 0.41 LATERAL FLOW PER 100 FT (GPM) EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GPH 1.0 GPM 0.67 GPM 0.50 GPM 0.9 GPH 1.5 GPM 1.0 GPM 0.75 GPM MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI + =_MAKI il Nil i pns' v;a 3/4" DISC FILTER DRAWN BY: DESIGN BY: PVC MAINLINE REMOTE CONTROL JAK JAK VALVE 1" FPT f3l4" PRV 45 PSI LF CHCKD BY: PROD. NO. JAK 20-1906 ORIGINAL DATE: r MAY 1, 2020 II 2" MINIMUM �IJI CLEARANCE 0000000000 Oo0o0o0000d O o 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0'( )OOC)OOOC)OOOC) nOOC)OOOC)OOOC)C zOo Oo O Oo 0/ o OOOw . . OrOOo oron1" x 3/4" SCH 40 CL. BRICK SUPPORT 1 CU. FT. PEA RED BUSHING TxT 12" x 18" PVC OR POLY (1- EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE U G7 w 7-�0 LOW FLOW ZONE CONTROL VALVE KIT SH GRADE/TOP OF MULCH AR SPRINKLER: PLANS FOR APPROVED E AND NOZZLE NO ASSEMBLY: SCH 40 TEE OR ELL LATERAL PIPE POP-UP MP ROTATOR N.T.S. FINISH GRADE/TOP OF MULCH QUICK -COUPLING VALVE: (SEE SPECIFICATIONS) VALVE BOX WITH COVER: 6-INCH SIZE PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 40 STREET ELL PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL PVC SCH 40 TEE OR ELL PVC MAINLINE PIPE PVC SCH 40 ELL METAL REBAR STAKE W/ STAINLESS STEEL GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 0QUICK CONNECT VALVE N.T.S. 0 20 40 60 O1 30-INCH LINEAR LENGTH OF SCALE 1 = 20 WIRE, COILED 2 O WATER PROOF CONNECTION 1 2 3 4 (1 OF 2) 5 0 ID TAG 0 VALVE X WITH COVER: \ 6 1 2 IBNOCH SIZE 17 7 O5 FINISH GRADE/TOP OF MULCH SIN. 8 O6 REMOTE CONTROL VALVE: (2)PVC SCH 40 NIPPLE (CLOSE) 1 1O 9 PVC SCH 40 ELL 00 ° '-00 Oo 0 ° ° 0 0�- 0 O9 PVC SCH 40 NIPPLE 00 0 0 o�000goo (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) PVC MAINLINE PIPE 12 SCH 40 NIPPLE (2-INCH LENGTH, HIDDEN) AND SCH 40 ELL 16 15 14 13 2 11 13 PVC SCH 40 TEE OR ELL 16 10-INCH MINIMUM DEPTH OF 14 PVC SCH 40 MALE ADAPTER 3/4-INCH WASHED GRAVEL 7 CARSON VALVE BOX & COVER. ALL VALVE BOXES 15 PVC LATERAL PIPE SHALL BE PERMANENTLY LABELED WITH VALVE ID. ��REMOTE CONTROL VALVE N.T.S. DREAMS CAPES Landscaping & Design, Inc. Dreamscapes Landscape and Design 7087 20th Ave S, Centerville MN 55038 www.DreamScapesMN.com z Q J D_ W D_ Q U W 0 z Q J PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 I O 2 0 15 30 1 INCH = 30 FEET EAGLES LANDING LANDSCAPE PLAN EAGLES LANDING TITLE SHEET, LEGEND, EKISTING CONDITIONS 8 REMOVAL PLAN HUGO,MINNESOTA EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND TELEPHONE EXISTING UNDERGROUND CABLE ❑T EXISTING TELEPHONE PEDESTAL © EXISTING ELECTRICAL PEDESTAL © EXISTING CABLE PEDESTAL CC-) EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING STORM SEWER EXISTING WATER MAIN EXISTING SANITARY SEWER EXISTING FORCEMAIN DQ EXISTING STORM MANHOLE ❑ 19 EXISTING CATCH BASIN EXISTING FLARED -END SECTION 0 EXISTING GATE VALVE vyt EXISTING HYDRANT EXISTING WELL Q EXISTING SANITARY SEWER MANHOLE EXISTING CONTOUR x GE0 99 EXISTING SPOT ELEVATION 907 42 XBIT EXISTING SPOT ELEVATION (MATCH INTO ELEVATION) EXISTING BITUMINOUS EXISTING TREES EXISTING TREE TO BE REMOVED EXISTING RETAINING WALL EXISTING FENCE EXISTING WETLAND PROPOSED WATER PIPE PROPOSED SANITARY SEWER PIPE PROPOSED STORM SEWER PIPE PROPOSED DRAINTILE AND CLEAN -OUT ELEC PROPOSED ELECTRIC SERVICE GAS PROPOSED GAS SERVICE * TEL PROPOSED TELEPHONE SERVICE OD PROPOSED STORM MANHOLE ❑ PROPOSED CATCH BASIN Q PROPOSED FLARED -END SECTION ag PROPOSED GATE VALVE PROPOSED HYDRANT ® PROPOSED SANITARY SEWER MANHOLE 928 PROPOSED CONTOUR 930 X920.60 PROPOSED SPOT ELEVATION (GUTTERLINE, BITUMINOUS SURFACE, OR GROUND SURFACE UNLESS OTHERWISE INDICATED) - PROPOSED SILT FENCE 4'0% PROPOSED DIRECTION OF DRAINAGE PROPOSED BITUMINOUS PROPOSED RIP -RAP W W W PROPOSED FILTRATION MEDIA OPROPOSED INLET PROTECTION PROPOSED HEAVY-DUTY PAVEMENT pp p pp p D DD D D PROPOSED ENKAMAT * NOT ALL SYMBOLS ARE APPLICABLE. GENERAL NOTES THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE UTILITIES. CALL "811" FOR EXISTING UTILITIES LOCATIONS PRIOR TO ANY EXCAVATIONS. THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING SANITARY SEWER, STORM SEWER, AND WATER MAIN AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE START OF INSTALLATIONS. INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS AND DETAIL PLATES. ALL UTILITIES THAT WILL BE OWNED AND MAINTAINED BY THE CITY AFTER CONSTRUCTION SHALL BE BUILT TO CITY STANDARDS. THE CONTRACTOR SHALL NOTIFY CITY PUBLIC WORKS DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION OF ANY SEWER OR WATER SERVICES TO EXISTING HOMES OR BUSINESSES. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FROM THE CITY PRIOR TO ANY WORK. r STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC r RIGHT-OF-WAY. NOTIFY CITY A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL ELECTRIC, TELEPHONE, AND GAS EXTENSIONS INCLUDING SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. below. Call before you dig. N Qs BLDGCOR 940, 53 x 934.20 \�\ GE x 934.47 �a x 933.61 ...... ..... cE a GE EXIST GRAVEL P.O.B. OF TRACT A El ' �� 932. ..•• x 933 E GAGx93358 GE x 934.06 93 6 .'GE x GE rn jM o� X, 93 GE x 93 0 x 93336 BIT x 933 26 34 BIT x93329 ReIEBIT BIT 933 06 E ..... ' xj€.93310 �� '' .19J2.96 GE EBif" 'g33 .�fZ 71 A GE /x 93250 GE co x 932.32 2 ' GE q) o) x 932.50 nrn GE GE 93224 x I ^3 REMOVE EXISTING EX 6" PVC'SDR 26 IE 921.51 '•,• x932.09 CURB AT NEW ENTRANCE EX CB •'GE••. 93 .04 RE 929.23 EX. 6" G x932.02 IE 926.47 DIP STUB a GE 30.37 EX EOF 931.06 �. ' ' • '..... . 929 4j _ GAS _ e GAS 932 REMOVE EXISTING 9. 7 EX e - G CURB AT NEW ENTRANCE AS 1E 9133 2 8S7 " V 1 RCP IN _ GAS - D _ GAS _ << RE 929 I _ B 2 GAS << E ^ _ IE 925 9 GAS SS-c�< cex23s vW-_9 GAS = 92 .CB 7 29.54318 � FEN IE 9 G� d5� << �%� w A Y 9 9@<<_ EX 42" RCP >_ B 4 V RCP >= D N _ V V \� o oM \\ rnm w EX SAN MH > RE 931.66 - �j g' IEE,W 921.03 F V=1 rQ. 63 O�- r JFN, S 923.32 41 /L V 927.23 INVE,WST - INV. 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I 0 X: '. w' x G3I 3932.58 9 - BC EX ce 0 Z 74 = 927S36 I �o W N e �'• � � U e e W rn 931. _ e 3.02 1932 75 22 V > 31.45 BC e f� 35 BC ca '8 / 3.34 BC` e 93325 ^ 933 6'h 16 e 2. x o 6g -NC 66 - e CX1S7_ rn w -<< 12" D.I.P, WA Al L EX 42„ c � - CB-_ RC%_ �� � RE 933.04 o 927.06 930 ,5'S IEN S 9107.90 CBFL 9 N 0 BCCB \ND REMOVE EXISTING BITUMINOUS AND CURB AND RESTORE DISTURBED 1S AND CURB TO EXISTING OR BETTER CONDITION (PER UTILITY INSTALLATION) STREET WITHIN ZONE WEEK AFTER COMPLETION OF WATER MAIN CONSTRUCTION X` X � X 932.70 CL20 >� 1 s J m X 932.53 >_ X EBIT rn VICINITY MAP Xcel Energy Cal Iar Park z b� p 9 Oneka Pet Resort a i StockrI Constructron m r 4$ Northland Pallet rl si ,7_132no N I Western Spring Manufacturing SITEAdelaidelLanding T I If IEpn, StN IlDth 1N I29th 5t4, c� 129tn n' Wilson Tool International 9 l„ /b''t 126rh StN 4 Goad Life Senior I Oak Sic re Park Living HugoV Beaver Ponds Park_9 i 1'6;1 SYFl le 11 r2G m � 4 x ZUPIIiVPCN NOT TO SCALE SHEET INDEX CO TITLE SHEET, LEGEND & EXISTING CONDITIONS C1 CIVIL SITE PLAN C2 GRADING, DRAINAGE & EROSION CONTROL PL/ C3 UTILITY PLAN C4.1-4.3 DETAILS C5.1-5.2 STORM WATER POLLUTION PREVENTION PLAN DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 z O 0 07 W 0 Z O U) W n r i m ti (14 E N �E a m 0- 0 O Cn z C J Cn rt3 C C - O J NQU iW o 0 0 Z Z W NMI Cm W M Z W (D W Z J Q C J LU 0- I.- Q O> Z W W W W 2 U) W J H- F- PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 0 _ 2 0 15 30 1 INCH = 30 FEET CO CURB & BITUMINOUS NOTES 3' WIDE I8 OPEN DRAIN - RAIN GUARDIAN i7YPHvx U/ O -in O _j L, W OJ ZZ J� Z I i IN- ICO CRO �010 C. SS GUn ER I 0- Know what's below. Call before you dig. _e a -�— e e CROSS <<= STALL CONC G�� _ <<_ << U�ER PROPOSED SILT FEN,,. REMOVAL AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR CONSTRUCTION IS CONSIDERED INCIDENTAL. SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PROVIDE BUTT -JOINT. RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. BACKFILLING OF CURB IS INCIDENTAL TO CURB INSTALLATION. FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION. CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL. v v v v v v INSTALL CONC. CROSS GUTTER DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 z a J d W U) 0 W a 0 a N E - N E � � N N Qa 0 O O Q> 0- z J to c — �•g)LU2 C •D � � C Q Q 3 U) L � W O "•' � J N f6 U <Y O a N Uo 0 J L LLL I- Q 0 cm Z O Z H W r a W CD y W Z CD cm a J d W H U) J I PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 0 I• _ 2 0 15 30 1 INCH = 30 FEET ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. CIVIL SITE PLAN C1 EAGLES LANDING BLDGCOR 940.53 x 934.20 GE a .. ... o� z� M x 934.47 0 933.61 GE 0 X GE P.O.B. OF TRACT A m EASTERLY LINE OF LOT 3 BLOCK 2 O N x 933 26 BIT x 93 .29 B/ x 933 32 BIT v� 18 PARKIryG ' SPACES w GE 'xG� . 0 �9',2. Y - ' �. 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J��oF� EX 27" RC AP 927.00 RON ec� EXIST W11D D1 TC& SITE SEQUENCING • PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL INSTALL ROCK CONSTRUCTION ENTRANCE (LOCATIONS TO BE DETERMINED - COORDINATE WITH OWNER) AND PERIMETER SILT FENCE AS SHOWN ON PLAN. (CONTACT CITY TO INSPECT EROSION CONTROL MEASURES PRIOR TO GRADING OPERATIONS, IF NECESSARY.) ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. • THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS MODIFIED BELOW. ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED ** 3876 * FOR TURF ESTABLISHMENT COMMERCIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) RESIDENTIAL TURF MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER MNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS COVER MNDOT MIX 22-111 (30.5 LBS/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 2) * MOW A MINIMUM OF ONCE PER 2 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. • ALL EXPOSED SOILS MUST HAVE TEMPORARY EROSION CONTROL PROTECTION OR PERMANENT COVER WITHIN FOURTEEN (14) DAYS. • THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY LINES AND MAKE SURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. • THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. • THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF CONCENTRATED FLOW AND FOR ALL SLOPES 3:1 OR GREATER. • PROTECT ALL STORM WATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. CONTRACTOR TO INSTALL AND CONSTRUCT SAID FACILITIES ONCE SITE HAS BEEN STABILIZED. • IF ANY SLOPES APPEAR TO BE FAILING, THE CONTRACTOR SHALL PROVIDE ADDITIONAL SILT FENCE, BIOROLLS AND EROSION CONTROL BLANKET AS NEEDED. • THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. • THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING SWALES & OVERFLOWS. • UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL WITH SOD OR SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN 48 HOURS OF FINAL GRADING. • EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED WITHIN 72 HOURS. ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE PLACED ON DOWNSTREAM SIDES. • IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED, THE CONTRACTOR SHALL CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. OTHER POLLUTION CONTROL MEASURES CONSTRUCTION WASTE MATERIALS - ALL WASTE MATERIALS GENERATED AS A RESULT OF SITE CONSTRUCTION SHALL BE COLLECTED AND REMOVED ACCORDING TO ALL LOCAL AND/OR STATE WASTE MANAGEMENT REGULATIONS BY A LICENSED SOLID WASTE MANAGEMENT COMPANY. THE CONTRACTOR WILL ENSURE THAT ALL SITE PERSONNEL ARE INSTRUCTED IN THESE PRACTICES. HAZARDOUS WASTES - ALL HAZARDOUS WASTE MATERIALS SHALL BE STORED PROPERLY TO PREVENT SPILLS AND VANDALISM. WHEN NECESSARY, HAZARDOUS WASTES WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL AND/OR STATE REGULATION OR BY THE MANUFACTURER. SANITARY WASTE - ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS BY A LOCAL, LICENSED WATER MANAGEMENT COMPANY, AS REQUIRED BY LOCAL REGULATION. OFFSITE VEHICLE TRACKING - A ROCK CONSTRUCTION ENTRANCE HAS BEEN PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. IF A STREET, ALLEY, SIDEWALK OR OTHER PUBLIC PLACE SHOULD BECOME SOILED OR LITTERED, THE CONTRACTOR SHALL CAUSE SUCH SOILING OR LITTERING TO BE CLEANED UP BY SWEEPING NOT LATER THAN THE END OF THE WORKING DAY IN WHICH SUCH SOILING OR LITTERING SHALL HAVE OCCURRED OR BEEN OBSERVED. DUMP TRUCKS HAULING LOOSE MATERIALS (SAND, TOPSOIL, ETC.) TO AND/OR FROM THE SITE SHALL BE COVERED WITH A TARPAULIN. VEHICLE CLEANING - NO ENGINE DEGREASING IS ALLOWED ON -SITE. EXTERNAL WASHING OF VEHICLES TO BE CONFINED TO A DEFINED AREA ("BONE YARD") ON -SITE. CONTRACTOR TO PROVIDE DESIGNATED TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. WASHOUT AREA IS TO BE A MINIMUM OF 50' FROM DITCHES, PONDS, OR OTHER STORMWATER FEATURES. ALL LIQUID AND SOLID WASTE GENERATED BY WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER (E.G. COMPACTED CLAY LINER, IMPERMEABLE GEO-MEMBRANE) AND DISPOSED OF PROPERLY. SPILL PREVENTION AND CONTROL - ALL VEHICLES WILL BE CHECKED FOR LEAKING OIL AND FLUIDS. VEHICLES LEAKING FLUIDS WILL NOT BE ALLOWED ON -SITE. SPILL KITS WILL BE STORED ON -SITE AND ALL SPILLS WILL BE CLEANED UP IMMEDIATELY DISCOVERY. SPENT ABSORBENT MATERIALS AND RAGS WILL BE HAULED OFF -SITE IMMEDIATELY AFTER THE SPILL IS CLEANED UP AND PROPERTY DISPOSED OF. SPILL PREVENTION AND CONTROL MEASURES SHALL BE IMPLEMENTED ONCE CONSTRUCTION BEGINS. SOIL STOCKPILES - INSTALL SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AROUND ALL TEMPORARY SOIL STOCKPILES. LOCATE SOIL OR DIRT STOCKPILES SUCH THAT DOWNSLOPE DRAINAGE LENGTH IS NO LESS THAN 8 M (25 FEET) FROM THE TOE OF THE PILE TO A SURFACE WATER, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FOR THE STORM WATER. IF REMAINING FOR MORE THAN 7 DAYS, STABILIZE THE STOCKPILES BY MULCHING, VEGETATIVE COVER, TARPS, OR OTHER MEANS. DURING STREET REPAIR, COVER CONSTRUCTION SOIL OR DIRT STOCKPILES LOCATED CLOSER THAN 8 M (25 FEET) TO A ROADWAY OR DRAINAGE CHANNEL WITH TARPS, AND PROTECT STORM SEWER INLETS WITH SILT SOCKS OR STAKED SILT FENCE. PROVIDE WIMCO (OR APPROVED EQUAL) FOR INLET PROTECTION AT ALL EXISTING STORM SEWER INLETS THAT WILL RECEIVE RUN-OFF DURING CONSTRUCTION. INLET PROTECTION TO REMAIN IN -PLACE UNTIL AT LEAST 70% OF SITE VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR TO PROVIDE DESIGNATED CONCRETE TRUCK WASHOUT AREA WITH APPROPRIATE SIGNAGE. KEEP WASHOUT AREAS AS FAR AS PRACTICAL FROM STORM DRAINS, DITCHES AND PONDS. DO NOT ALLOW RUN-OFF FROM THIS AREA BY CONSTRUCTING A TEMPORARY PIT OR BERMED AREA LARGE ENOUGH FOR LIQUID AND SOLID WASTE. AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOSE OF PROPERLY. THE CONTRACTOR MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE CONTRACTOR MAY DISCHARGE FROM THE TEMPORARY OR PERMANENT SEDIMENTATION BASINS TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMPS, SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM PROPERTIES. PERSON WHO WILL OVERSEE IMPLEMENTATION OF SWPPP ("CONTRACTOR") TBD GRADING, DRAINAGE, AND EROSION CONTROL PLAN EAGLES LANDING DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 m U Z O m m Z Q O Q W w U)LU Q 0 (D O LU L0 w 0- W 0 LU oN a) ~ (14 E N �E L � a W- m `� Q O �5 z C J cf)Q O LLI c •� L co 0 LU O U J N QO N Uo 0 J o _ < 0 Z O O Ir- 0z Q J LU Ur J QO Z � < Z 0 O U C� z 0 Q PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 I• _ 0 _ 2 0 15 30 1 INCH = 30 FEET C2 A:D P.O.B. OF TRACT A MH 2- RE 932.60 IE 922.70 (W) IE 922.8.1 940.53 A� EXIST GRAVEL low P.O.B. TRACT B I I • � - - FES 103 12" APRON I III .�� RIP -RAP _ _ IE 929 00 I I I I I y� - _ - _ 6 CY RIP -RA 15'FAPRON W/ FABRIC IE 927.00 I I III I FFE 934.05 ..... ............. .. ---_�-� �_..-__-__------------------- \ -_ �_ ---------- -9� ._sue_ ' I I RE932 - _ r E 929, 52 PLACE _ - / Wg1E DLINE �� ��..• -- --- -� �y E Fp AT Ek1RA _ - 9 MIN r CLEARANC E Q)�- /w y' \ w V �J ' I CO -0 00 O Z a I @1 MH 3 Q� RE 931.50 ;o IE 921.51 (W) y' p`0 15'- 6 STUB IE 921.59 (E) ^' @1.0%� o ' EX 6" PVC 'SbR 26 IE 921.51 O EX CB RE 929.23 EX. 6" IE 926.47 DIP STUB EX ELF 931.06 6 FOOT 92g. 41 z WWIDE 1 ROq- _ ENT PER 7306021 E- SAN H1b AS RE M EXIS7/A/ pN CA IE 918,3 9.87 <<� 35 Fool SEWER o- ,D OF eACO EA I E 92� 1\E NT PER Dock 287 22 (UNDER f? W <<� <<�24" RC <<� L Know what's below. Call before you dig. 263_6„►'V r l C @ Y•0 �61 r9'-12" RCP / @ 3.10% � C/o � / ' @ C RE 933.27 (QIE 925.79 32.0 ( p Iw, 9 .62 8 PVC r a _ 36'-6" P % c� Vq ONC I I ,. UU7_rE'' -�2��P R �%RC=; XO -- - --' M H 102 I r. RE 932.50IE 929.30 I I w �v EX SAN MH ; ; I RE 931.66 �� IEE, W 921.03 �F`� _ v=10.YJE-w IEN,S 923.32 F `�ly� v INVE WST INV. E-W=927.23 EX CB RE 931.88 IE 927.25 v 31-15" RCP @ 0.00% Nf7R 1 0.5 w 15"-RCP IE 928.0 RE 9 57 ,IE 92 .93 v R� CP i y 2 CONNECT TO ��� FF - MH 1 FFE 934'00 { o EX. STORM CB E 934.0 ' RE 932.27 I v a 3 -I 9 2.40 VIA CORE DRILL 5 EOF Q IE 926.60 OCS A - -- IE 925.43 (E,W,N) .\ m R-4341-A NEENAH RE 932.00 - ----- F• I: w m / :� IE 927.50 (12" CULVERT) 170'-6' DT @ 0.00% ' -- _ 40'-6" 0% I �: _ IE 929.00 (6" D.T.) _ M I 1 9 °951.25CA��� S _ GAS ��=.' -__--__' C/o ( c/� > e_ e • = _1l RE 933.27 IE 925.83 E= /RCP _ e e �- _ ��� SS - =g3p _ - _ RE -1 IE 929.00 (6" D.T.) I / I II 115 " DT vv X C I e=�e� ��--_�=ACC O ¢ @ 3% _ RE 929.3 925 9 _ e . � e AS EX CB I - I F E � e As RE 930 96 IILLJ I I� ,3 <<_ >�_ N W A y 1 _/ e �927.e3 / o I 0- E EX 4 R �� B V D e e <� <<=RCP � X CB CONNECT TO EXIST 12" DIP W/6" TAPPING VALVE AND SLEEVE ° _ e I\ I // E (FIELD VERIFY ELEVATION, SIZE AND LOCATION OF I _ 1 e_ IE925 r6 EXISTING WATERMAIN PRIOR TO ANY INSTALLATIONS) �� e _ C.O. IE 92 50 (6" T ) WATER MAIN NOTES EXISTING WATER MAIN LOCATION AND SIZE SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROVIDE PIPE INSULATION WHERE SEWER (SANITARY OR STORM) CROSSES WITHIN 18" OF WATER MAIN. PROPOSED WATER MAIN SHALL BE 6" PVC (C900). MECHANICAL JOINTS SHALL BE USED FOR WATER MAIN PIPES 4" IN DIAMETER AND LARGER. RUBBER GASKETS SHALL CONFORM TO AWWA C111 (ANSI A21.11). MAINTAIN MINIMUM 8-FT COVER TO TOP OF ALL WATER MAIN PIPE. TAPS OF LIVE WATER MAINS TO BE DONE BY CITY FORCES; HOWEVER, THEY SHALL BE PAID FOR AND COORDINATED BY THE CONTRACTOR. ALL COMPONENTS OF THE WATER SYSTEM, UP TO THE WATER METER OR FIRE SERVICE EQUIPMENT, SHALL UTILIZE PROTECTIVE INTERNAL COATINGS MEETING CURRENT ANSI/AWWA STANDARDS FOR CEMENT MORTAR LINING OR SPECIAL COATINGS. COMBINATION FIRE AND DOMESTIC SERVICES MUST TERMINATE WITH A THREAD -ON FLANGE OR AN MJ-TO-FLANGE ADAPTER. EX 42" RCP �� wATERA4,4/N X CB �)_ RE 933.04 RE 9 >_ IEW 920.40 IE 927.06 ��� IEN,S 917.90 SAWCUT AND REMOVE EXISTING BITUMINOUS AND CURB AND RESTORE DISTURBED BITUMINOUS AND CURB TO EXISTING OR BETTER CONDITION (PER UTILITY INSTALLATION) REPLACE STREET WITHIN ONE WEEK AFTER COMPLETION OF WATER MAIN CONSTRUCTION o 00 SANITARY SEWER NOTES EXISTING SANITARY SEWER LOCATION, SIZE, AND ELEVATION SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. PROPOSED SANITARY SEWER SHALL BE PVC SCHEDULE 40. STORM SEWER NOTES FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. WHEN CALLED OUT AS PIPE, STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) ANSI C76 WITH R-4 GASKETS OR, IF ALLOWED BY CITY, HDPE PIPE MAY BE USED. (SEE PLAN FOR LOCATIONS WHERE RCP IS REQUIRED.) HDPE PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M294, TYPE S WITH WATERTIGHT CONNECTIONS. USE SAND/GRANULAR MATERIAL FOR BACKFILLING AND COMPACTION OF HDPE/PVC PIPE IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM 2321. STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED -END SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF PIPE. ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820. STORM SEWER PIPES TO BE JOINED TO THE CATCH BASIN MANHOLES W/ APPROVED RESILIENT RUBBER JOINTS TO MAKE THEM GASTIGHT OR WATERTIGHT. CEMENT MORTAR JOINTS ARE PERMITTED ONLY FOR REPAIRS AND CONNECTIONS OF EXISTING LINES CONSTRUCTED WITH SUCH JOINTS. OCS B RE 931.50 IE 928.10 (15" OUTLET PIPE) WEIR WALL 931.30 IE 927.00 (6" VERT. ORIF) IE 927.00 (15" INLET PIPE) SUMP 923.00 EXISTING 18-15" RCP Ex ce @ 6.50% RE 932.22 IE 927.04 EX 27" RCP EX 27» IE 9200 C 7 APR pN EXIST DITCH 10'-8" PVC @ 1.00% CONNECT TO EXIST. C.B. INV. 928.52 - 87'-8" PVC @ 0.44% CB 104 (24" YARD DRAIN) RE 932.00 IE 929.00 (6" DT) IE 929.00 (8" PVC) DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 z O p °- w U J w p =) O 0 D Q w0- � p w � rn a) I` 04 E 04 �E� m L -00 �aC.15 z U (6 C - OJ J � •° w cn w .� c a .� cn s un w o U O Q 04 Uo 0 J LI_I (Do - Q p Z Z W NMI W M PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING ENGINEERING, PLOWE 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 I• _ ® _ 2 0 15 30 1 INCH = 30 FEET UTILITY PLAN C� EAGLES LANDING DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 z d U W 0 Z O Cn W w Q O ArC'N (6 >+ E C- "OQ+� O OOO .� C CE (6 C - •W !_ •� (o E M � O .1= 9n W O " N _J N Co V O Q N Uo rn 0 J di L O Q Z cn - O Lu Z = Z 06 H cn J C'3 w W = PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING 0 0 rn ENGINEERING, INC. 677E LAKE DRIVE 3 SUITE 110 LINO LAKES, MN 55014 a ---------------- PHONE: (651) 361-8210 CID FAX: (651) 361-8701 0 10 0 N Q U 10 O O O N Z is O C7 x C7 z 0 z g W J Q W O O� O N ,z DETAILS & NOTES 0 a EAGLES LAN D I N ■ A p� � INSTALLATION - 6" - DISTANCE TO GL 4ARIABLE DESIRED MINIMUM '•n---I- 3' 8" OUTER LIMITS OF WIRE FENCING 1f2" R 3" R o CONCRETE WALK ^ POST 11 SET POSTS AND z1 STAPLE THE 77�� x EXCAVATE A 6"xfi" TRENCH UPSLDPE WIRE MESH DEFLECTOR PLATE � j r _� 112' R 40. � 4, q„ 4 0' MIN MIN 4 'Y ALONG THE LINE FENCING TO EACH POST I SLOPE 314"7FT. MnlDDT B 61 B 9 MIN FRONT FACEH� TRENCH OF THE POSTS OVERFLOW 1 -CENTER 4F FILTER ASSEMBLY � OF CURB BACK O_«. � w it"X6" C, V CURB � � d OVERFLOW 2-TOP OF CURB BOX I - •. „'� •-_-'''e: i .• �� � ' IIIII=full IIIII=IIIII- =•IIIII =IIIII=IIIII= 4 -1111-IIIII -IIIII IIIII=IIIII IIIII�IIIII IIIII= =IIIII- =IIIII iD"FILTER ASSEMBLY } ' . • ' I� 8" 18" ---------I 1 Q � � Q tl • _ o 6" � � m•• � N s„ m 8' 3" 16" CURB} / z' ¢ 3" DISTANCE TO CL VARIABLE 112" R 29' RADIUS MINIMUM -IIIII =IIIII IIIII J I o a 2" (a^ CURB) 6 63. " {s" CURB) I 6' 3" (6' CURB) 4' 4" e' 3" (e- CURB) I 4, U,� IN IN. ¢ a' P" i 8„ R VAR- WIDTH CURB 4' 2" (4" CURB MIN 4' 2" {4"CURB} $) ATTACH THE FILTER 4) BACKFILL THE FILTER FABRIC TRENCH AND CURB " 1 R. A Cti FABRIC TD THE WIRE FENCING AND COMPACT THE _ �g i12„ R A �• (t'.2'Y� PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP `� - EXCAVATED sglL I I� P4 g0 4k0 $d• O� �q THE TRENCH COMPACTED BACKFILL ` I �SLOPE 3y4'lFT. MnIDOT B 624 CURB OR 5' 4" 6' CURB K=4' a" DESIREABLE [ y � DOME SECTION �,p• V�G RFD llyJ (% ":, ," . . �. •. _ - •a-r.'a CURB 8 3' 4" (4' CURB} I O M g DR 20' RADIUS MINIMUM - - ._r., ER � � _ � IIIII=IIIII= IIIII=IIIII -1111-IIIII- _ _ IIIII-IIIII IIIII=IIIII IIII IIIII IIIII IIIII _ -IIIII =lull - , -+. • � . .: - � � -.va`' i- � '; . • ''+• 1 �� gay + 24"� GUTTER f ------------ 1 e -2 a" DOME ,•• � O to � j 5.02 FTlFT MAX z crYPTi T L" , p-o6FrrFrDRELATTER � OO bbbtlbtlb wP. -'. ��� Illlllllll -IIIII IIIII r. SECTION A -A _� a -��� =IIIII IIIII DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 STANDARD NEENAH 7" R-1642 FRAME WITH TYPE B SELF SEALING 27 " DIA. LID WITH 2 CONCEALED PICK HOLES. LID SHALL BE INSTALL EXTERNAL LABELED "STORM SEWER" MANHOLE CHIMNEY SEAL MANUFACTURED POLYETHYLENE jPEj BY INFI-SHEILO ADJUSTING RINGS (MIN 4-- GATOR WRAP OR , MAX 12"). USE THICKER APPROVED EQUAL I ADJUSTING RINGS WHEN '- FEASIBLE TO MINIMIZE ' NUMBER OF RINGS. ` L-0" SHIMMING ADJUSTING RINGS ' WILL NOT BE ALLOWED. A: I STANDARD OFFSET ECCENTRIC CONE SECTION REDUCERS TO BE (STEPS NOT SHOWN USE D FOR 60" INTENTICNALLY) &72"BARRELS 1'-0" .r/ GROUTING BETWEEN -A `y PIPE AND MANHOLE q; ;r BARREL SHALL BE WITH y 4'-0" NON -SHRINKING CEMFNT- d ,y :r 4B"-72" VOIDS FILLED WITH ' 27' DIA. STANDARD NEENAH 7" R-1642 FRAME AND TYPE R SFLF SEALING LID WITH 2 CONCEALED INSTALL EXTERNAL PICK HOLES. LID TO BE MANHOLE LABELED "STORM SEWER' CHIMNEY SEAL 10" MANUFACTLIRE.D POLYETHYLENE (PE) 16' BY INFI-SHEILD ADJUSTING RINGS'. GATOR WRAP DR (MIN 4--MAX 12') AP PROVED EQUAL USE THICKER ADJUSTING RINGS 4'L0 WHEN FEASIBLE TO MINIMIZE NUMBER OF RINGS. STANDARD OFFSET ECCENTRIC CONE SECTION REDUCERS TO BE ISTEPS NOT SHOW N USED FOR BD„ •^ INTENTIONALLY) &72"BARRELS n m m1 LU Of USE R-2 TYPE - ,v CONCRETE BRICK � _ONFINED O-RING OR BLOCK ONLY. GROUT N ROUT GASKET JOINTS G FOR ALL inAts w n, •.A ... MANHOLE JOINTSx.`r2 R. �. OIRECTION .41 ` OF FLOW ; •. f + s z 1 " y t # Y� x 112 DIA. OF PIPE s' ¢ r i > f DIRECTIO PRECAST x L a `w FLOW SECTION WITH 6" REO.ASBOTTOM T BASE ROUREOINVERT NO SCALE 6 AT 12" D.C. EACH WAY NOTES: 1, MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS-B-PF BYMAINDUSTRIALINC,1 CONFORMING TO ALL OSHA ( REGULATIONS AND SPACED 16' O.C. LOCATE ON DOWNSTREAM SIDE OF MANHOLE.. 2. STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. S. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL. 4" BLOCK STRUCTURES WILL NOT RE ALLOWED, CITY C3F Special Details STANDARD MANHOLE FOR O9� 04-01-15 1UG0 STORM DRAIN HU-SD-1 ke.beR EST. 1906 04-11-19 OUTLET NOZZLES + THREADS TWO 2-11T HOSE CONNECTION AND ONE 4-1/2' PUMPER CONNECTION (NATIONAL STANDARD THREADS) 5 CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) VALVE BOX AS SPECIFIED STREET 2'- 6' BONNET ADAPTOR T- 6' MN. VARIES w D 'HYDRAFINDER'(CANDYCANE) FIRE HYDRANT LOCATOR WA=,- WB-67 AS SPECIFIED BURY 8.0' WELD CONDUCTIVITY STUD 2' BELOW FLANGE (FOR LOCATING PURPOSES) T 18'-24' \ 1' MIN. 2' MAX. GEOTEXTEE FABRIC MIIDOT 3733 TYPE 3 1' WASHED COARSE GRAVEL OR CRUSHED ROCK TO 6' ABOVE WASTE OPENING MIN. 1/3 CY BRACING AS REWIRED PRECAST CONCRETE BLOCK WATEFWAIN 8' x 8' x W 2' DIAMETER BY 3' PRECAST CONCRETE DEEP PIT UNDER BASE AS SPECIFIED HYDRANT FILLED WITH GRAVEL FOR ALL INSTALLATIONS. KTDRANT COATINGS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AFTER THE BASE COURSE OF BITUMINOUS IS INSTALLED. PRIME AND PAINT HYDRANTS PER AWWA AND MANUFACTURER'S STANDARDS. 2 ALL HYDRANT LEADS SHALL BE TIED WITH 3/4' TIE RODS. TIE ROD SHALL EXTEND FROM TEE TO VALVE AND VALVE TO HYDRANT. MEGA LUGS MAY BE USED N LIEU OF TIED RODS. 3. HYDRANTS SHALL HAVE A 16' BREAK OFF TRAFFIC RANGE 4. ALL RODS AND RETAINERS TO BE COATED WITH BITUMASTIC. S. YELLOW 'OUT OF ORDER' TAG TO BE INSTALLED ON THE PUMPER CONNECTIONS AFTER BACKRLL 6. THE INITIAL + FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. PLATE NO. REVISION HUGO DATE : VOIDS FILLED WITH I - `�r CONCRETE BRICK ¢g•_72" %F A OR BLOCK ONLY- S: i1 r. y a• ' - '� R. . k 'i• USE R-2 TaPEi 'Im,., ,a .: DIRECTION +' �'' T' '• CONFINED Q-RINGS. OF FLOW t"•-_ � GASKET JOINTS ;:+ '�: :7' DIRECTI OI FORALL=r `'.y,'y-< '' ` ; OF FLOW MAhHOLEJ01NT5`1' GROUT PRECAST BOTTOM ".A •g SUIMP GROUT S SECTION WITH d I y POURED INVERT .. fi' PRECAST BASE NO SCALE.... 45 AT 12- O.C. EACH WAY NOTES: 1. MANHOLE STEPS SHALL BE CAST IRON OR MA MODEL PS­B-PF BY MA INDUSTRIAL INC. CONFORMING TO.ALL OSHA REGULATIONS AND SPACED LCCATF ON DOWNSTREAM 514E OF MANHOLE. 2, STEPS SHALL BE PLACED SO THAT THE OFFSET VERTICAL PORTION OF THE CONE IS FACING DOWN STREAM. 3. THE INITIAL AND FINAL RAISING OF CASTINGS SHALL BE CONSIDERED INCIDENTAL 4. BLOCK STRUCTURES WILL NOT BE ALLOWED. CITY C)F Special Details STANDARD MANHOLE WITH U LU4-Di-15 SUMP FOR STORM DRAIN HU-SD-2 ke.beR EST. 19Os 01 1-19 VALVE BOX SETTING TO 1/4'-3/8' BELOW PAVEM AND AT GRADE IN TURF VALVE BOX SHALL B TO HAVE 6' ADJUSTI UP AND DOWN FROA FINISH GRADE AGGREGATE AND MnDOT 3733 TYPE 3 (GEOTEXTILE FABRIC LINING DRAIN PR AND ATTACHED TO TOP OF VALVE BOX FOOT PIECE 1-1/2' WASHED ROCK ALL AROUNC MIN.1/3 C.Y. (MIN.1 C.Y. IN IMPERVIOUS SOILS) D.I.P. W) GATE VALVE ADAPTOR.STEELX' STEEL WITH PROTECTIVE COATING )'1' RUBBER GASKET INSTALLED BETWEEN GATE VALVE AND ADAPTOR. TOP NEW SIDE NEW NOTES: 1. GATE VALVES SHOULD BE USED ON 6' THROUGH 16" WATERMAIN. 2.VALVE BOX INSERTS ARE NOT MOWED UNLESS APPROVED BY THE ENGINEER. 3.VALVE BOXES SHALL BE INSTALLED PLUMB AND SHALL N10W A 4" P.V.C. PIPE TO PASS ENTIRELY OVER THE GATE VALVE NUT AFTER INSTALLATION IS COMPLETE 4. ALL VALVES SHALL BE TIED WITH Y" THREADED TIE RODS TO THE AWN. MEGA LUGS MAY BE USED IN UEU OF TIE RODS. 5. THE INITIAL & FINAL RAISING OF VALVE BOXES SHALL BE CONSIDERED INCIDENTAL NO SCALE TO THE PROJECT. PLATE NO. REVISION 10 05 06 HUGO DATE NOTES: 1. EXTERNAL SEAL SHALL BE ATTACHED TO THE FRAME AND CONCRETE TOP SLAB AS APPROVF4 BY THE ENGINEER, A CENTER STRUCTURE TQ BACK OF CURS CURS INLET FRAME AND CURB BOX NEENAH NO. R-3457V, INSTALL INFI-SHIELD GATOR WRAP EXTERNAL MANHOLE CHIMNEY SEAL OR APPROVED EQUAL. EXTERNAL SEAL SHALL BE INSTALLED ACCORDING TO MANUFACTURE'S RECOMMENDATIONS. 5" PRECAST BOTTOM SECTION WITH POURED INVERT 95 AT 12" D.C. EACH WAY al' 24" 3J112" 0 I�Tl LL A 0 36" 4: z O U- 18" w 0 in PLAN 12„ FLOW LINE SHALL BE MIN. D,7 BELOW TOP OF CURB 6 POLYEHTYLENE (PE) ADJUSTING RINGS (MIN 4" - MAX 12"). USE - THICKER ADJUSTING RINGS WHEN r .,x_� FEASIBLE TO MINIMIZE NUMBER 24" max:., OF RINGS. T = SHIMMING OF RDJU57ING RINGS � WILL NOT 8E ALLOWED. > VOIDS FILLED WITH CONCRETE BRICK OR BLOCK ONLY S- PRECAST BASE SECTION A -A NOTES: 1. REINFORCING T CONSIST OF #4'BARS " O.C. BOTH WAYS 4Q $ �$ 2. GROUT BCTTOM TO DRAIN TO CENTER 3. CORE DRILL INTO EXISTING MANHOLE 4. APPROVED INLET PROTECTION SHALL BE MAINTAINED UNTIL WEAR COURSE IS PAVED S. DRAIN TILE TO BE INSTALLED AT ALL LOW POINT CATCH BASINS (50' IN EACH DIRECTION WITH CLEAN OUT), SEE DETAIL HU-SIE-S FOR DRAINTILE CONNECTION INTO STRUCTURE AND HU-SS-3 FOR CLEAN OUT CONSTRUCTION. NO SCALE CITY C)F Special Details STANDARD CATCH BASIN °""' 04-01-15 Ruw WITHOUT SUMP (2'X31) HU-SD-3A Rp.k 3 r- ESTANIP 04-11-19 AS REQUIRED CURB BOX WITH T-11/4' STANDPIPE AND STATIONARY ROD (8'- 6' AT FULL EXTENSION) STEEL POST PAINTED BLUE STREET AS REQUIRED T TYPE K COPPER 8WXVX5' MANHOLE BLOCK WATERMAIN T- 6' MN COVER 1' CORP. STOP T TYPE K COPPER HORIZONTAL GOOSENECK LOOP SHALL BE NO HIGHER THAN WATERMAIN NOTES 1 CURB BOXES INSTALLED N AREAS WHERE BOULEVARD IS TO BE CUT AT A LATER DATE SHALL BE INSTALLED AT DEPTH REQUIRED, CURB BOX EXTENTKXJ FOR BOXES EXCEEDING 7.6 IN LENGTH ARE TO BE BID AT CONTRACT PRICE AND SHALL INCLUDE STACK COUPLINGS, - CONNECTIONS, ETC.. 2. CURB BOXES LOCATED IN DRIVEWAYS OR PARKING LOTS SHALL UTILIZE THE FORD MINNEAPOLIS PATTERN CURB BOXES A-1 OR CITY APPROVED EQUIVALENT. 3. CORP. STOPS SHALL BE FORD BALLCORP FB600-4 AND CURB STOPS SHALL BE FORD BALL VALVE B22-444M OR CRY APPROVED EQUIVALENT. PLATE NO. REVISION HUGO DATE m w z z d 0 0 w m r �66E m I 111 � CITY EST. 1908 RIPRAP DETAIL THE Z J a a G7 G Wa o s 71 UJ w Eta o0L_¢d 4 F- o ta uT z �ra2d'ro O g w n< W w IT w 6 to w oiy Lyt9�o c w zw}.emw 4�n IL 11 ~ V U Z w m ❑ZJ T a P~ a x w=0' IX w1n Of nw- LU Lu in CL IZz;DV sa W0�w0QC, O r N r 7- x rt I - 0 mvw = W m n 13 GiB a. z o� a a CC ry� w T � x 5 o °Q 11-41 In :3 L, ILL! ITT 3 O V LAff N X a rc � d Ix tY � to 6 a d as w a ¢ fL a ❑a - in 0: 0 z=w a D a �00OI m s Special Details °"N: 03-01-10 e HU-SD-6 1/4' PLYWOOD EACH AREA .•, 4.., OVERFACE T 81/2 OF TABULATED OF: BOLTS TOTAL AREA ON r PLUG OR CAP PLUODID CROSS WYE Al A SEND PLUGGED CROSS PLUGCl® TEE NOTES 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. Z KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. REQURED BEARING AREAS AT FTITNG SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. 4 BEARNG AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD PLATEET36URES 5 ABOVE BEARING AREAS BASED ON TEST PROF 150 PSI AND AN ALLOWABLE SOL BEARING STRESS OF OT. IJEE 2000 LBS. PER SQUARE FOTO COK BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING SfRESSM USE THE FOLLOWING EQUATION: BEARING AREA - (TESL T PRESSURE/150) X (2000/80 BEARING STRESS) X (TABLE VALUE). PLATE NO. REVISION HUGO DATE : NOMINAL FITTING SIZE, INCHES TEE, WYE, PLUG OR CAP SO' BEND, PLUGGED CROSS TEE PLUGGED ON RUN 45" BEND 22-1/2" BEND 11-1/a" BEND Al A2 4 t0 1.4 is t4 t0 - - s 21 3.0 4.3 3.0 1.6 1.0 - 8 3.8 5.3 7.6 5.4 2.9 is 1.0 10 5.9 8A 11.8 8A 4.6 26 12 12 8.5 12.0 n.0 120 6.6 a4 1.7 14 TO 16.3 23.0 16.3 8.9 4.6 23 1s 15.0 21.3 30.0 21.3 11.s s.o ao >e 1s.o 27.0 3a.o 27.0 1as 7.6 ae 20 23.5 33.3 47.0 33.3 16.1 9.4 4.7 2a 3a.o aa.o sa.o aa.o 2s.2 xis s.8 4' PERFORATED P.E. PIPE (SEE DETAIL BELOW) PROVIUE 4" x 4" TEE AT EACH BUILDING BACK OF CURB LOCATION FOR SUMP PUMP CONNECTION & 4• PVC TO PROPERTY 4 x 4" TEE (TO BE PAID FOR AS LINE (4" PVC PIPE TO BE PAID BY THE 4" PERFORATED PA-_ PIPE LINEAL FOOT) I PLUG OR CONNECT TO EXISTING SUMP PUMP 11 OUTLET (INCIDENTAL TO PVC PIPE) BURY LONG x#4 REBAR VARIES I FOR LOCATING PURPOSED (INCIDENTAL) I� PROPERTY LINE CB MANHOLE OR CB _ D PROVIDE FOR 6" OPENING IN BACK DF EACH CATCH BASIN STRUCTURE AT THE CENTER OF STRUCTURE DOWN 2.38' FROM TOP CASTING TO INVERT. (INCIDENTAL TO STRUCTURE) P.E. PIPE DRAIN CONNECTION 7O MANHOLE OR CB NO SCALE TURF ESTABLISHMENT - AGGREGATE BASE (AS SPECIFIED) A . a GEOTEXTILE FABRIC a• -a a .4 a. (MnIDOT 3733, TYPE V).. 1 GRANULAR BORROW 1' 0" AS SPECIFIED) 6" P ERFORATEO, HEAVY WALL, P.E. PIPE - { 21w BACKFILLWITH-WASHFD PFA GRAVEL n GEOTEXTILE FABRIC OR. SELECT GRANULAR MATERIAL & RAP WITH GEOTEXTILE (MNDCT 3733, TYPE 1) T 1' {)' {MnJDOT 3733. TYPE Uj (ALL TO BE INCLUDED IN UNITPRICE BID PER PER LINEAL FOOT OF 6" PERFORATED P.E. PIPE) 6" P.E. PIPE DRAIN DETAIL NO SCALE Special Details ORIGINAL DATE: MAY 1, 2020 z O L_ 0_ Q' U W 0 z lOI� V\J W n Np 4) E m E (3)L � CE �� CE Cf)Cn C W (0 - C O C L 1_ EEL0) O Tn L u) N 0 � U L 02 J O 1 zz U_ J __J D>_ CO W O __J N � O Q N 2 rn U O O W Q PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING PLOWE& ENGINEERINGGINEERING EN, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 DETAILS &NOTES EAGLES LANDING �■ DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 1. WELL -BLENDED FILTRATION MEDIA TO BE COMPRISED OF (BY VOLUME): 70-85% CLEAN CONSTRUCTION SAND (AASHTO M-6 OR ASTM C-33, GRAIN SIZE 0.02"-0.04") AND 15-30% ORGANIC LEAF COMPOST: MNDOT GRADE 2 90VFPATGRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. 3. BASIN TO REMAIN UNLINED. 4. PROTECT BASIN FROM RUN-OFF DURING LOT CONSTRUCTION ACTIVITIES. EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREAS. 5. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) PROVIDE 3" FIBROUS SHREDDED WOOD CHIPS AROUND NEW PLANTINGS 4: 1 PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT (NATIVE PLANS RECOMMENDED - SEE SHEET L2) OR USE MnDOT SEED MIX 328 (APPLICATION RATE=88 LBS/ACRE) SEED NOT RECOMMENDED j I' i /�� `\ � I III III � {I III :•:•:.;;;;;;'I NOTE: ALLEVIATE ANY COMPACTED SOILS (BY USING A PRIMARY TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER OR SUBSOILER) TO 6" MIN. DEPTH PRIOR TO PLACING PLANTING MEDIA RIO-FII TRATIC)N BASIN (P1 N.T.S. 1. WELL -BLENDED FILTRATION MEDIA TO BE COMPRISED OF (BY VOLUME): 70-85% CLEAN CONSTRUCTION SAND (AASHTO M-6 OR ASTM C-33, GRAIN SIZE 0.02"-0.04") AND 15-30% ORGANIC LEAF COMPOST: MNDOT GRADE 2 i9VR4 TGRADE ONLY UPON STABILIZATION OF UPSTREAM AREAS. 3. BASIN TO REMAIN UNLINED. 4. PROTECT BASIN FROM RUN-OFF DURING LOT CONSTRUCTION ACTIVITIES. EXCAVATE BASIN TO FINAL GRADE ONLY UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREAS. 5. USE LOW -IMPACT, EARTH MOVING EQUIPMENT (WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT -EQUIPMENT WITH TURF -TYPE TIRES.) PROVIDE 3" FIBROUS SHREDDED WOOD CHIPS AROUND NEW PLANTINGS 4:1 V%Npo'� IN -SITU SOILS 18" WELL -BLENDED FILTRATION MEDIA (SEE NOTE #1) AGGREGATE BED W/ 6" PERFORATED DRAINTILE (SEE DETAIL AT RIGHT) PLANT MATERIAL TOLERANT OF INUNDATION AND DROUGHT (NATIVE PLANS RECOMMENDED - SEE SHEET L2) OR USE MnDOT SEED MIX 328 (APPLICATION RATE=88 LBS/ACRE) SEED NOT RECOMMENDED o EROSION CONTROL BLANKET SUITABLE FOR SEEDING (E.G. STRAW -COCONUT BLANKET) 929.50 IN -SITU SOILS NOTE: ALLEVIATE ANY COMPACTED SOILS (BY USING A PRIMARY TILLING OPERATION SUCH 18" WELL -BLENDED FILTRATION MEDIA AS A CHISEL PLOW, RIPPER OR SUBSOILER) TO 6" MIN. DEPTH PRIOR TO PLACING (SEE NOTE #1) PLANTING MEDIA AGGREGATE BED W/ 6" PERFORATED DRAINTILE (SEE DETAIL AT RIGHT) 1310-FILTRATION BASIN (RAIN GARDEN - P3 N.T.S. DIV LI PVC SCREW CAP (2 INCHES ABOVE GRADE) SOLID STANDPIPE (MIN 4" NON -PERFORATED SCHEDULE 40 PVC) USE 45 DEGREE WYE AND FITTING OR EQUIVALENT TO CONNECT UNDERDRAIN TO STANDPIPE WATERTIGHT PVC CAP ON UPSTREAM END OF UNDERDRAIN 906.00 SOLID PIPE J PERFORATED PIPE DRAIN TILE CLEAN -OUT NOT TO SCALE �4 WELL -BLENDED FILTRATION MEDIA (SEE NOTE #1) 2" CHOKER COURSE (#8, #78 OR #89 STONE) 6" PERFORATED DRAINTILE NO SOCK ANON -WOVEN GEOTEXTILE (MNDOT TYPE 1) OVER AGGREGATE #57 STONE (AROUND AND ABOVE PIPE) NOTE: OUTSIDE OF BIO-FILTRATION BASIN, USE SOLID PIPE WITHOUT ROCK AND FABRIC DRAINTILE NOT TO SCALE PVC SCREW CA (2 INCHES ABOVE GRAD[ SOLID STANDPIPE (MIN 4" NON -PERFORATED SCHEDULE 40 PVC) USE 45 DEGREE WYE AND FITTING OR EQUIVALENT TO CONNECT UNDERDRAIN TO STANDPIPE WATERTIGHT PVC CAF ON UPSTREAM END OF UNDERDRAIN DRAIN TILE CLEAN -OUT NOT TO SCALE WELL -BLENDED FILTRATION MEDIA (SEE NOTE #1) 2" CHOKER COURSE (#8, #78 OR #89 STONE) 6" PERFORATED DRAINTILE NO SOCK 04 NON -WOVEN GEOTEXTILE (MNDOT TYPE 1) OVER AGGREGATE 906.00 12" #57 STONE (AROUND AND ABOVE PIPE) NOTE: OUTSIDE OF BIO-FILTRATION BASIN, USE SOLID PIPE WITHOUT ROCK AND FABRIC DRAINTILE NOT TO SCALE 6" DRAINTLE IE 929.00 INV 927.50 OUTLET CONTROL STRUCTURE A Z TOP WALL= .....: ..::.'.:. ;. ... d. 1 931.30 a� i. • 6 IE=927.00 r: WEIR WALL 927.00 NOT TO SCALE WEIR WALL TO BE CONNECTED TO STRUCTURE BY PRE -CAST KEYED SLOT OR BY 3" X 3" ANGLE IRON ALONG EACH SIDE OF THE VERTICAL LENGTH OF THE WALL. CONNECTION SHALL USE 4-3/4" X 3/4" SS WEDGE ANCHOR BOLTS SPACED 6" O.C. JOINT SHALL BE GROUTED AND SEALED TO BE WATER PROOF. 48" ELEV=932.00 TOP WALL= 931.30 3 1 PRE -CAST CONCRETE ELEV=931.50 WEIR WALL WITH ORIFICE. 6„ OUTLET NWL = 928.10 18 _ P/PE 15 RCP © RIFICE 6" S6 ORIFICE---,, DETENTION BASIN , 6" 6.50 INV. 927.00 < INV. ; 9 15" RCP O 0.0 928.10 INV. ®END OF PIPE 926.93 INLET PIPE SUMP=923.00 INR��L�INP►I •• G•i �1 .'i:NNNN�IINNNNE. aounuu�uu 7.T000u000►� ��iiiiiiiiiiiiiiiii uouumuuu��oil mommommm"mommill "�o�oouo�oY �auuauuuri umL_uumu: ���ili�a_ • V : I I yl� •- I -: I oil • • OUTLET CONTROL STRUCTURE B WITH WEIR WALL (NOT TO SCALE) NYLOPLAST 24" DRAIN BASIN: 2824AG X (1,2) INTEGRATED 04111-E IRON FRAME & GRATE TO MATCH HASIN O.I). MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECCMMENDATICN pLANSITAKEOpFj {MIN.MANUFACTIfPJNG REO. SAME AS MN. SUMP) 14) VARIOUS TYPES CF INLET & OUTLET ADAVVERS AVAILABLE: 4'-24" FOR CORRUGATED HDPE (ADS N-12)HANCOR DUAL WWI, ADSIFIANCOR SINGLE WALL), 4-12 HP, PVC SEWER (EX: GDR 35}, PVC DWV (EX: SCH 4% PVC 090=19M, CORRUGATED& RIBBED PVC WATERTIGI ET JOINT (CORRUGATED HOPE SHOWN) 1 - GRATE&60LID COVER SHALL BE DUCTILE IRONPER A57MA536 GRADE 70.ON5. 2 • FRAMES SHALE BE DUCTILE IRON PER ASTM A526 RWE TD+, NS. 3 - UKAIN WIN TO SE CUSTOM MANUFACTURED AOCORUING TC PLAN DET41.& RISERS ARE NEEDED FOR RASINS OVER W DUE TO SHIPPING RESTRICTIONS. SEE DHAMNG NO. 7WU 410-06& 4 - DRAINAGE CONNECTION STUR.ICINT TI&Ti M $HALL CONFORMTO ASTM D3212 FORCORRUGATED HDPE (ADS Nl•17H#ANCOR CL1AL WALLI. NI2 HE 6 PVt5EWER. 5 - ADAPTERS CAN BE MOUNTED CHI ANY ANGLE O"TOW. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE ORAVdNG NO. 7001-11MI2. 16" MIN WIUTH GUIDELINE $" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIM ENSICNS ARE FOR rsI ADAa ER GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE ANGLES DESIGNED TAMING INTO CONSIDERATION LOCAL SCIL CDNDM0NS. L ANLaeLE ` TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. AGCORUNGTo PLANS SEE DRAWING NO. 7001.11D•111 FCRNON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (V MI N- BASED ON MANUFACTURING RECQ 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONEOR QTHER GRANULAR MATERIAL MEETING THE REQUIROMENTS OF GL M i. CLASS 11, OR CLASS III MATERIALAS DEFlNED IN ASTM 02321. BEDDING I BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE W17H ASTM 02KT. GRATFOPTIONS LOADRATING PARTII DRAWING PEDESTRIAN MEETS H-11) 24161:GP 700P-11{1-211 gTAreUARl7 MEET3 H-211 24BBCG5 7pp1-1%'-217 SOLID CCVER MEETS H,211 249SCGC 7001-11&2]B DOME NVA 2489CGU 7001-114219 ORGP IN GRATE LIGHT DUTY 2401OI 7001IA154175 BUNKER 1315 MCK AY Dd. NE, SUITE 300 AK16K A R N TYPICAL DETAIL HAM LAKE, MN 55309 'ONRERVAiRN Q6" www3� KASWCD.ORG �stRlct ••ram PLAN VIEW PATENT PENDING EXISTING PAVEMENT CURB CUT OPENING (WIDTH VARIES) 4 CONCRETE APRON ° ° d (DISTANCE FROM BACK OF CURB VARIE% e ° e J RAIN GUARDIAN zb CONCRETE PAD CROSS-SECTION VIEW PATENT PENDING CURBCUTAPRON GUTTERLINE INLET RAIN GUARDIAN loz" 6" CONCRETE PAD CLASS V AGGREGATE SUBSOILS SLAB DIMENSIONS, DISTANCE FROM CURB, AND CHAMBER ELEVATION MAY VARY WITH SITE CONDITIONS. THE TOP OF THE METAL GRATE, HOWEVER, SHOULD BE 1.5" - 2" BELOW THE OVERFLOW ELEVATION AND THE CONCRETE SLAB SHOULD EXTEND WELL BEYOND THE FILTER WALL TO SERVE AS A SPLASH DISSIPATER. ORIGINAL DATE: MAY 1, 2020 Z O ry U U) w 0 Z O > w w Q 0 0 ~ (14 E N E M L M 0 a� 0 Q Z C J 0) (0 C CE ' �.LDLU .L I� cc O Q CO to a)w O (TI CD Q' O L Q N Uo m CD 0 -0 Q 0 Z Z W NMI ca W y W C PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 DETAILS & NOTES I C� EAGLES LANDING ■ 4.1 TERMINATION OF COVERAGE. [MINN. R. 7090 4.2 PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ALL TERMINATION CONDITIONS LISTED IN SECTION 13 ARE COMPLETE. [MINN. R. 7090] 4.3 PERMITTEES MUST SUBMIT A NOT WITHIN 30 DAYS AFTER SELLING OR OTHERWISE LEGALLY TRANSFERRING THE ENTIRE SITE, INCLUDING PERMIT RESPONSIBILITY FOR ROADS (E.G., STREET SWEEPING) AND STORMWATER INFRASTRUCTURE FINAL CLEAN OUT, OR TRANSFERRING PORTIONS OF A SITE TO ANOTHER PARTY. THE PERMITTEES' COVERAGE UNDER THIS PERMIT TERMINATES AT MIDNIGHT ON THE SUBMISSION DATE OF THE NOT. [MINN. R. 70901 4.4 PERMITTEES MAY TERMINATE PERMIT COVERAGE PRIOR TO COMPLETION OF ALL CONSTRUCTION ACTIVITY IF THEY MEET ALL OF THE FOLLOWING CONDITIONS: A. CONSTRUCTION ACTIVITY HAS CEASED FOR AT LEAST 90 DAYS; AND B. AT LEAST 90 PERCENT (BY AREA) OF ALL ORIGINALLY PROPOSED CONSTRUCTION ACTIVITY HAS BEEN COMPLETED AND PERMANENT COVER HAS BEEN ESTABLISHED ON THOSE AREAS: AND C. ON AREAS WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND D. THE SITE COMPLIES WITH ITEM 13.3 THROUGH 13.7. AFTER PERMIT COVERAGE IS TERMINATED UNDER THIS ITEM, ANY SUBSEQUENT DEVELOPMENT ON THE REMAINING PORTIONS OF THE SITE WILL REQUIRE PERMIT COVERAGE IF THE SUBSEQUENT DEVELOPMENT ITSELF OR AS PART OF THE REMAINING COMMON PLAN OF DEVELOPMENT OR SALE WILL RESULT IN LAND DISTURBING ACTIVITIES OF ONE (1) OR MORE ACRES IN SIZE. [MINN. R. 7090] 4.5 PERMITTEES MAY TERMINATE COVERAGE UPON MPCA APPROVAL AFTER SUBMITTING INFORMATION DOCUMENTING THE OWNER CANCELED THE PROJECT. [MINN. R. 7090] 5.1 STORMWATER POLLUTION PREVENTION PLAN (SWPPP) CONTENT [MINN. R. 7090 5.3 THE SWPPP MUST INCORPORATE SPECIFIC BEST MANAGEMENT PRACTICES (BMP) USED TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT. [MINN. R. 70901 5.4 THE SWPPP MUST INCLUDE A NARRATIVE DESCRIBING THE TIMING FOR INSTALLATION OF ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPs AND A DESCRIPTION OF THE PERMANENT STORMWATER TREATMENT SYSTEMS. [MINN. R. 7090] 5.5 THE SWPPP MUST INCLUDE THE LOCATION AND TYPE OF ALL TEMPORARY AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL BMPS ALONG WITH PROCEDURES USED TO ESTABLISH ADDITIONAL TEMPORARY BMPS AS NECESSARY FOR THE SITE CONDITIONS DURING CONSTRUCTION. STANDARD DETAILS AND/OR SPECIFICATIONS FOR BMPS MUST BE INCLUDED IN THE FINAL PLANS AND SPECIFICATIONS FOR THE PROJECT. [MINN. R. 70901 5.6 THE SWPPP MUST INCLUDE THE CALCULATIONS AND OTHER INFORMATION USED FOR THE DESIGN OF TEMPORARY SEDIMENT BASINS AND ANY OF THE PERMANENT STORMWATER TREATMENT SYSTEMS REQUIRED IN SECTION 15. [MINN. R. 7090] 5.7 THE SWPPP MUST INCLUDE ESTIMATED QUANTITIES ANTICIPATED AT THE START OF THE PROJECT FOR THE LIFE OF THE PROJECT FOR ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (E.G., LINEAR FEET OF SILT FENCE OR SQUARE FEET OF EROSION CONTROL BLANKET). [MINN. R. 70901 5.8 THE SWPPP MUST INCLUDE THE NUMBER OF ACRES OF IMPERVIOUS SURFACE FOR BOTH PRE- AND POST -CONSTRUCTION. [MINN. R. 7090] 5.9 THE SWPPP MUST INCLUDE A SITE MAP WITH EXISTING AND FINAL GRADES, INCLUDING DRAINAGE AREA BOUNDARIES, DIRECTIONS OF FLOW AND ALL DISCHARGE POINTS WHERE STORMWATER IS LEAVING THE SITE OR ENTERING A SURFACE WATER. THE SITE MAP MUST INDICATE THE AREAS OF STEEP SLOPES. THE SITE MAP MUST ALSO INCLUDE IMPERVIOUS SURFACES, SOIL TYPES AND LOCATIONS OF POTENTIAL POLLUTANT -GENERATING ACTIVITIES AS IDENTIFIED IN SECTION 12. [MINN. R. 7090] 5.10 THE SWPPP MUST INCLUDE A MAP OF ALL SURFACE WATERS, EXISTING WETLANDS, AND STORMWATER PONDS OR BASINS THAT CAN BE IDENTIFIED ON MAPS SUCH AS UNITED STATES GEOLOGICAL SURVEY 7.5 MINUTE QUADRANGLE MAPS, THE NATIONAL WETLAND INVENTORY MAP OR EQUIVALENT MAPS AND ARE WITHIN ONE MILE (AERIAL RADIUS MEASUREMENT) FROM THE PROJECT BOUNDARIES THAT WILL RECEIVE STORMWATER FROM THE CONSTRUCTION SITE, DURING OR AFTER CONSTRUCTION. THE SWPPP MUST IDENTIFY IF THE SURFACE WATERS ARE SPECIAL OR IMPAIRED WATERS. [MINN. R. 70901 5.11 THE SWPPP MUST INCLUDE A SITE MAP SHOWING CONSTRUCTION ACTIVITY AREAS THAT ARE ADJACENT TO AND DRAIN TO PUBLIC WATERS FOR WHICH THE DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES. [MINN. R. 70901 5.12 PERMITTEES MUST IDENTIFY LOCATIONS OF 50' BUFFER ZONES AS REQUIRED IN ITEM 9.17 AND 100' PERMANENT BUFFER ZONES AS REQUIRED IN ITEM 23.11, ON PLAN SHEETS IN THE SWPPP. [MINN. R. 70901 5.13 IF PERMITTEES DETERMINE COMPLIANCE WITH THE FOLLOWING REQUIREMENTS IS INFEASIBLE, THEY MUST DOCUMENT THE DETERMINATION IN THE SWPPP: a. TEMPORARY SEDIMENT BASIN AS DESCRIBED IN SECTION 14; AND b. FOR LINEAR PROJECTS, IF THE PERMANENT STORMWATER TREATMENT SYSTEM CANNOT BE CONSTRUCTED WITHIN THE RIGHT-OF-WAY, A REASONABLE ATTEMPT MUST BE MADE TO OBTAIN ADDITIONAL RIGHT-OF-WAY (ITEM 15.9); AND c. BUFFER ZONES AS DESCRIBED IN ITEM 9.17 AND ITEM 23.11. [MINN. R. 7090] 5.14 IF PERMITTEES DETERMINE THAT A TEMPORARY SEDIMENT BASIN IS INFEASIBLE AS DESCRIBED IN ITEM 14.10, THE SWPPP MUST DESCRIBE THE ALTERNATIVE BMPS USED. [MINN. R. 7090] 5.15 WHERE SYSTEMS CANNOT MEET THE FULL VOLUME REDUCTION REQUIREMENT ON SITE, (E.G., THE SITE HAS INFILTRATION PROHIBITIONS, SEE ITEM 16.14 THROUGH ITEM 16.21) THE PERMITTEE MUST DOCUMENT THE REASONS IN THE SWPPP. [MINN. R. 7090] 5.16 THE SWPPP MUST INCLUDE ANY STORMWATER MITIGATION MEASURES PROPOSED TO BE PART OF THE FINAL PROJECT IN ANY ENVIRONMENTAL REVIEW DOCUMENT, ENDANGERED SPECIES REVIEW, ARCHEOLOGICAL OR OTHER REQUIRED LOCAL, STATE OR FEDERAL REVIEW CONDUCTED FOR THE PROJECT. FOR PURPOSES OF THIS PERMIT, MITIGATION MEASURES MEANS ACTIONS NECESSARY TO AVOID, MINIMIZE, OR MITIGATE FOR IMPACTS RELATED TO EROSION PREVENTION, SEDIMENT CONTROL THE PERMANENT STORMWATER TREATMENT SYSTEM POLLUTION PREVENTION MANAGEMENT MEASURES AND DISCHARGES ASSOCIATED WITH THE PROJECT'S CONSTRUCTION ACTIVITY. [MINN. R. 7090] 5.17 THE SWPPP MUST DESCRIBE THE METHODS USED FOR PERMANENT COVER OF ALL EXPOSED SOIL AREAS. [MINN. R. 7090] 5.18 PERMITTEES MUST IDENTIFY THE LOCATIONS OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE THE DURATION OF EXPOSED SOIL AREAS IN THE SWPPP. R. 7090 [MINN. ] 5.19 FOR PROJECTS WITH A DISCHARGE POINT ON THE PROJECT WITHIN ONE (1) MILE (AERIAL RADIUS MEASUREMENT) OF AND WHICH FLOWS TO AN IMPAIRED WATER, PERMITTEES MUST IDENTIFY THE IMPAIRED WATER(S), AND ANY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY (USEPA)-APPROVED TOTAL MAXIMUM DAILY LOAD (TMDL) FOR THE POLLUTANT(S) OR STRESSOR(S) DESCRIBED IN ITEM 23.7. PERMITTEES' IDENTIFICATION MUST INCLUDE THOSE TMDLS APPROVED AT ANY TIME PRIOR TO PERMIT APPLICATION SUBMITTAL AND ARE STILL IN EFFECT. [MINN. R. 7090] 5.20 PERMITTEES MUST DOCUMENT IN THE SWPPP, ALL TRAINED INDIVIDUALS IDENTIFIED IN ITEM 21.2. DOCUMENTATION MUST INCLUDE: a. NAMES OF PERSONNEL REQUIRED TO BE TRAINED; AND b. DATES OF TRAINING AND NAME OF INSTRUCTOR(S) AND ENTITY PROVIDING TRAINING; AND C. CONTENT OF TRAINING COURSE. IF PERMITTEES DO NOT KNOW THE NAMES OF THE INDIVIDUALS AT THE TIME OF APPLICATION, THE PERMITTEES MUST ENSURE THEY DOCUMENT TRAINING BEFORE CONSTRUCTION ACTIVITY COMMENCES. [MINN. R. 70901 5.21 THE SWPPP MUST IDENTIFY A PERSON KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS WHO WILL COORDINATE WITH ALL CONTRACTORS, SUBCONTRACTORS, AND OPERATORS ON -SITE TO OVERSEE THE IMPLEMENTATION OF THE SWPPP. [MINN. R. 70901 5.22 THE SWPPP MUST DESCRIBE ANY SPECIFIC CHEMICALS AND CHEMICAL TREATMENT SYSTEMS USED FOR ENHANCING THE SEDIMENTATION PROCESS AND HOW IT ACHIEVES COMPLIANCE WITH ITEM 9.18. [MINN. R. 70901 5.23 THE SWPPP MUST IDENTIFY THE PERSON(S), ORGANIZATIONS, OR ENTITIES RESPONSIBLE FOR LONG-TERM OPERATION AND MAINTENANCE OF PERMANENT STORMWATER TREATMENT SYSTEMS. [MINN. R. 7090] 5.24 THE SWPPP MUST DESCRIBE METHODS TO MINIMIZE SOIL COMPACTION AND PRESERVE TOPSOIL. MINIMIZING SOIL COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES COMPACTION. [MINN. R. 7090] 5.25 THE SWPPP MUST INCLUDE ANY SITE ASSESSMENTS FOR GROUNDWATER OR SOIL CONTAMINATION REQUIRED IN ITEM 16.15. [MINN. R. 70901 5.26 THE SWPPP MUST ACCOUNT FOR THE FOLLOWING FACTORS IN DESIGNING TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL BMPS: a. THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND DURATION OF PRECIPITATION; AND b. THE NATURE OF STORMWATER RUNOFF AND RUN-ON AT THE SITE, INCLUDING FACTORS SUCH AS EXPECTED FLOW FROM IMPERVIOUS SURFACES, SLOPES, AND SITE DRAINAGE FEATURES; AND C. THE STORMWATER VOLUME, VELOCITY, AND PEAK FLOWRATES TO MINIMIZE DISCHARGE OF POLLUTANTS IN STORMWATER AND TO MINIMIZE CHANNEL AND STREAMBANK EROSION AND SOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS; AND d. THE RANGE OF SOIL PARTICLES SIZES EXPECTED TO BE PRESENT. [ MINN. R. 7090] 6.1 SWPPP AMENDMENTS. [MINN. R. 7090 6.2 ONE OF THE INDIVIDUALS DESCRIBED IN ITEM 21.2.A OR ITEM 21.2.E OR ANOTHER QUALIFIED INDIVIDUAL MUST COMPLETE ALL SWPPP CHANGES. CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITE CHARACTERISTICS. [MINN. R. 7090] 6.3 PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS HAVING A SIGNIFICANT EFFECT ON THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER. [MINN. R. 70901 6.4 PERMITTEES MUST AMEND THE SWPPP TO INCLUDE ADDITIONAL OR MODIFIED BMPS AS NECESSARY TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS SITUATIONS WHENEVER INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER OR OPERATOR, USEPA OR MPCA OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR GROUNDWATER OR THE DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES (E.G., NUISANCE CONDITIONS AS DEFINED IN MINN. R. 7050.0210, SUBP. 2) OR THE SWPPP IS NOT CONSISTENT WITH THE OBJECTIVES OF A USEPA APPROVED TMDL. [MINN. R. 7050.0210] 7.1 BMP SELECTION AND INSTALLATION. [MINN. R. 70901 7.2 PERMITTEES MUST SELECT, INSTALL, AND MAINTAIN THE BMPS IDENTIFIED IN THE SWPPP AND IN THIS PERMIT IN AN APPROPRIATE AND FUNCTIONAL MANNER AND IN ACCORDANCE WITH RELEVANT MANUFACTURER SPECIFICATIONS AND ACCEPTED ENGINEERING PRACTICES. [MINN. R. 70901 8.1 EROSION PREVENTION PRACTICES. [MINN. R. 7090 8.2 BEFORE WORK BEGINS, PERMITTEES MUST DELINEATE THE LOCATION OF AREAS NOT TO BE DISTURBED. [MINN. R. 7090] 8.3 PERMITTEES MUST MINIMIZE THE NEED FOR DISTURBANCE OF PORTIONS OF THE PROJECT WITH STEEP SLOPES. WHEN STEEP SLOPES MUST BE DISTURBED, PERMITTEES MUST USE TECHNIQUES SUCH AS PHASING AND STABILIZATION PRACTICES DESIGNED FOR STEEP SLOPES (E.G., SLOPE DRAINING AND TERRACING). [MINN. R. 70901 8.4 PERMITTEES MUST STABILIZE ALL EXPOSED SOIL AREAS, INCLUDING STOCKPILES. STABILIZATION MUST BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION WHEN CONSTRUCTION ACTIVITY HAS PERMANENTLY OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING 7 CALENDAR DAYS. STABILIZATION MUST BE COMPLETED NO LATER THAN 7 CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY HAS CEASED. STABILIZATION IS NOT REQUIRED ON CONSTRUCTED BASE COMPONENTS OF ROADS, PARKING LOTS AND SIMILAR SURFACES. STABILIZATION IS NOT REQUIRED ON TEMPORARY STOCKPILES WITHOUT SIGNIFICANT SILT, CLAY OR ORGANIC COMPONENTS (E.G., CLEAN AGGREGATE STOCKPILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES) BUT PERMITTEES MUST PROVIDE SEDIMENT CONTROLS AT THE BASE OF THE STOCKPILE. [MINN. R. 70901 8.5 FOR PUBLIC WATERS THAT THE MINNESOTA DNR HAS PROMULGATED "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIME FRAMES, PERMITTEES MUST COMPLETE STABILIZATION OF ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF THE WATER'S EDGE, AND THAT DRAIN TO THESE WATERS, WITHIN 24 HOURS DURING THE RESTRICTION PERIOD. [MINN. R. 7090] 8.6 PERMITTEES MUST STABILIZE THE NORMAL WETTED PERIMETER OF THE LAST 200 LINEAR FEET OF TEMPORARY OR PERMANENT DRAINAGE DITCHES OR SWALES THAT DRAIN WATER FROM THE SITE WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE. PERMITTEES MUST COMPLETE STABILIZATION OF REMAINING PORTIONS OF TEMPORARY OR PERMANENT DITCHES OR SWALES WITHIN 7 CALENDAR DAYS AFTER CONNECTING TO A SURFACE WATER OR PROPERTY EDGE AND CONSTRUCTION IN THAT PORTION OF THE DITCH TEMPORARILY OR PERMANENTLY CEASES. [MINN. R. 7090] 8.7 TEMPORARY OR PERMANENT DITCHES OR SWALES BEING USED AS A SEDIMENT CONTAINMENT SYSTEM DURING CONSTRUCTION (WITH PROPERLY DESIGNED ROCK -DITCH CHECKS, BIO ROLLS, SILT DIKES, ETC.) DO NOT NEED TO BE STABILIZED. PERMITTEES MUST STABILIZE THESE AREAS WITHIN 24 HOURS AFTER THEIR USE AS A SEDIMENT CONTAINMENT SYSTEM CEASES. [MINN. R. 70901 8.8 PERMITTEES MUST NOT USE MULCH, HYDROMULCH, TACKIFIER, POLYACRYLAMIDE OR SIMILAR EROSION PREVENTION PRACTICES WITHIN ANY PORTION OF THE NORMAL WETTED PERIMETER OF A TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALE SECTION WITH A CONTINUOUS SLOPE OF GREATER THAN 2 PERCENT. [MINN. R. 7090] 8.9 PERMITTEES MUST PROVIDE TEMPORARY OR PERMANENT ENERGY DISSIPATION AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. [MINN. R. 7090] 8.10 PERMITTEES MUST NOT DISTURB MORE LAND (I.E., PHASING) THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINED IN ACCORDANCE WITH SECTION 11. [MINN. R. 7090] 9.1 SEDIMENT CONTROL PRACTICES. [MINN. R. 7090 9.2 PERMITTEES MUST ESTABLISH SEDIMENT CONTROL BMPS ON ALL DOWNGRADIENT PERIMETERS OF THE SITE AND DOWNGRADIENT AREAS OF THE SITE THAT DRAIN TO ANY SURFACE WATER, INCLUDING CURB AND GUTTER SYSTEMS. PERMITTEES MUST LOCATE SEDIMENT CONTROL PRACTICES UPGRADIENT OF ANY BUFFER ZONES. PERMITTEES MUST INSTALL SEDIMENT CONTROL PRACTICES BEFORE ANY UPGRADIENT LAND -DISTURBING ACTIVITIES BEGIN AND MUST KEEP THE SEDIMENT CONTROL PRACTICES IN PLACE UNTIL THEY ESTABLISH PERMANENT COVER. [MINN. R. 7090] 9.3 IF DOWNGRADIENT SEDIMENT CONTROLS ARE OVERLOADED, BASED ON FREQUENT FAILURE OR EXCESSIVE MAINTENANCE REQUIREMENTS, PERMITTEES MUST INSTALL ADDITIONAL UPGRADIENT SEDIMENT CONTROL PRACTICES OR REDUNDANT BMPS TO ELIMINATE THE OVERLOADING AND AMEND THE SWPPP TO IDENTIFY THESE ADDITIONAL PRACTICES AS REQUIRED IN ITEM 6.3. [MINN. R. 7090] 9.4 TEMPORARY OR PERMANENT DRAINAGE DITCHES AND SEDIMENT BASINS DESIGNED AS PART OF A SEDIMENT CONTAINMENT SYSTEM (E.G., DITCHES WITH ROCK -CHECK DAMS) REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. [MINN. R. 7090] 9.5 A FLOATING SILT CURTAIN PLACED IN THE WATER IS NOT A SEDIMENT CONTROL BMP TO SATISFY ITEM 9.2 EXCEPT WHEN WORKING ON A SHORELINE OR BELOW THE WATERLINE. IMMEDIATELY AFTER THE SHORT TERM CONSTRUCTION ACTIVITY (E.G., INSTALLATION OF RIP RAP ALONG THE SHORELINE) IN THAT AREA IS COMPLETE, PERMITTEES MUST INSTALL AN UPLAND PERIMETER CONTROL PRACTICE IF EXPOSED SOILS STILL DRAIN TO A SURFACE WATER. [MINN. R. 70901 9.6 PERMITTEES MUST RE -INSTALL ALL SEDIMENT CONTROL PRACTICES ADJUSTED OR REMOVED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES, IMMEDIATELY AFTER THE SHORT-TERM ACTIVITY IS COMPLETED. PERMITTEES MUST RE -INSTALL SEDIMENT CONTROL PRACTICES BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE SHORT-TERM ACTIVITY IS NOT COMPLETE. [MINN. R. 7090] 9.7 PERMITTEES MUST PROTECT ALL STORM DRAIN INLETS USING APPROPRIATE BMPS DURING CONSTRUCTION UNTIL THEY ESTABLISH PERMANENT COVER ON ALL AREAS WITH POTENTIAL FOR DISCHARGING TO THE INLET. [MINN. R. 7090] 9.8 PERMITTEES MAY REMOVE INLET PROTECTION FOR A PARTICULAR INLET IF A SPECIFIC SAFETY CONCERN (E.G. STREET FLOODING/FREEZING) IS IDENTIFIED BY THE PERMITTEES OR THE JURISDICTIONAL AUTHORITY (E.G., CITY/COUNTY/TOWNSHIP/MINNESOTA DEPARTMENT OF TRANSPORTATION ENGINEER). PERMITTEES MUST DOCUMENT THE NEED FOR REMOVAL IN THE SWPPP. [MINN. R. 70901 9.9 PERMITTEES MUST PROVIDE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS AT THE BASE OF STOCKPILES ON THE DOWNGRADIENT PERIMETER. [MINN. R. 7090] 9.10 PERMITTEES MUST LOCATE STOCKPILES OUTSIDE OF NATURAL BUFFERS OR SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS UNLESS THERE IS A BYPASS IN PLACE FOR THE STORMWATER. [MINN. R. 7090] 9.11 PERMITTEES MUST INSTALL A VEHICLE TRACKING BMP TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE OR ONTO PAVED ROADS WITHIN THE SITE. MINN. R. 7090 9.12 PERMITTEES MUST USE STREET SWEEPING IF VEHICLE TRACKING BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT TRACKING ONTO THE STREET. [MINN. R. 70901 9.13 PERMITTEES MUST INSTALL TEMPORARY SEDIMENT BASINS AS REQUIRED IN SECTION 14. [MINN. R. 70901 9.14 IN ANY AREAS OF THE SITE WHERE FINAL VEGETATIVE STABILIZATION WILL OCCUR PERMITTEES MUST RESTRICT VEHICLE AND EQUIPMENT USE TO MINIMIZE SOIL COMPACTION. [MINN. R. 7090] 9.15 PERMITTEES MUST PRESERVE TOPSOIL ON THE SITE, UNLESS INFEASIBLE. [MINN. R. 7090] 9.16 PERMITTEES MUST DIRECT DISCHARGES FROM BMPS TO VEGETATED AREAS UNLESS INFEASIBLE. [MINN. R. 7090] 9.17 PERMITTEES MUST PRESERVE A 50 FOOT NATURAL BUFFER OR, IF A BUFFER IS INFEASIBLE ON THE SITE, PROVIDE REDUNDANT (DOUBLE) PERIMETER SEDIMENT CONTROLS WHEN A SURFACE WATER IS LOCATED WITHIN 50 FEET OF THE PROJECT'S EARTH DISTURBANCES AND STORMWATER FLOWS TO THE SURFACE WATER. PERMITTEES MUST INSTALL PERIMETER SEDIMENT CONTROLS AT LEAST 5 FEET APART UNLESS LIMITED BY LACK OF AVAILABLE SPACE. NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. IF PRESERVING THE BUFFER IS INFEASIBLE, PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. SHEET PILING IS A REDUNDANT PERIMETER CONTROL IF INSTALLED IN A MANNER THAT RETAINS ALL STORMWATER. [MINN. R. 7090] 9.18 PERMITTEES MUST USE POLYMERS, FLOCCULANTS, OR OTHER SEDIMENTATION TREATMENT CHEMICALS IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, DOSING SPECIFICATIONS AND SEDIMENT REMOVAL DESIGN SPECIFICATIONS PROVIDED BY THE MANUFACTURER OR SUPPLIER. THE PERMITTEES MUST USE CONVENTIONAL EROSION AND SEDIMENT CONTROLS PRIOR TO CHEMICAL ADDITION AND MUST DIRECT TREATED STORMWATER TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. [MINN. R. 70901 10.1 DEWATERING AND BASIN DRAINING. [MINN. R. 7090 10.2 PERMITTEES MUST DISCHARGE TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES, TRENCH/DITCH CUTS FOR DRAINAGE) TO A TEMPORARY OR PERMANENT SEDIMENT BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. PERMITTEES MAY DEWATER TO SURFACE WATERS IF THEY VISUALLY CHECK TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED AND NUISANCE CONDITIONS (SEE MINN. R. 7050.0210, SUBP. 2) WILL NOT RESULT FROM THE DISCHARGE. IF PERMITTEES CANNOT DISCHARGE THE WATER TO A SEDIMENTATION BASIN PRIOR TO ENTERING A SURFACE WATER, PERMITTEES MUST TREAT IT WITH APPROPRIATE BMPS SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE SURFACE WATER OR DOWNSTREAM PROPERTIES. [MINN. R. 7050.0210] 10.3 IF PERMITTEES MUST DISCHARGE WATER CONTAINING OIL OR GREASE, THEY MUST USE AN OIL -WATER SEPARATOR OR SUITABLE FILTRATION DEVICE (E.G., CARTRIDGE FILTERS, ABSORBENTS PADS) PRIOR TO DISCHARGE. [MINN. R. 7090] 10.4 PERMITTEES MUST DISCHARGE ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES IN A MANNER THAT DOES NOT CAUSE EROSION OR SCOUR IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS OR INUNDATION OF WETLANDS IN THE IMMEDIATE VICINITY OF DISCHARGE POINTS THAT CAUSES SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. [MINN. R. 70901 10.5 IF PERMITTEES USE FILTERS WITH BACKWASH WATER, THEY MUST HAUL THE BACKWASH WATER AWAY FOR DISPOSAL, RETURN THE BACKWASH WATER TO THE BEGINNING OF THE TREATMENT PROCESS, OR INCORPORATE THE BACKWASH WATER INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION. [MINN. R. 70901 11.1 INSPECTIONS AND MAINTENANCE. [MINN. R. 7090 11.2 PERMITTEES MUST ENSURE A TRAINED PERSON, AS IDENTIFIED IN ITEM 21.2.6, WILL INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 1/2 INCH IN 24 HOURS. [MINN. R. 70901 11.3 PERMITTEES MUST INSPECT AND MAINTAIN ALL PERMANENT STORMWATER TREATMENT BMPS. [MINN. R. 7090] 11.4 PERMITTEES MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS. PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL NONFUNCTIONAL BMPS WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIME FRAME IS SPECIFIED IN ITEM 11.5 OR 11.6. PERMITTEES MAY TAKE ADDITIONAL TIME IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. [MINN. R. 70901 11.5 DURING EACH INSPECTION, PERMITTEES MUST INSPECT SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS BUT NOT CURB AND GUTTER SYSTEMS, FOR EVIDENCE OF EROSION AND SEDIMENT DEPOSITION. PERMITTEES MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS AND RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL. PERMITTEES MUST COMPLETE REMOVAL AND STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. PERMITTEES MUST USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN (7) DAYS OF OBTAINING ACCESS. PERMITTEES ARE RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK IN SURFACE WATERS. [MINN. R. 7090] 11.6 PERMITTEES MUST INSPECT CONSTRUCTION SITE VEHICLE EXIT LOCATIONS, STREETS AND CURB AND GUTTER SYSTEMS WITHIN AND ADJACENT TO THE PROJECT FOR SEDIMENTATION FROM EROSION OR TRACKED SEDIMENT FROM VEHICLES. PERMITTEES MUST REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE (1) CALENDAR DAY OF DISCOVERY OR, IF APPLICABLE, WITHIN A SHORTER TIME TO AVOID A SAFETY HAZARD TO USERS OF PUBLIC STREETS. [MINN. R. 7090] 11.7 PERMITTEES MUST REPAIR, REPLACE OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/2 OF THE HEIGHT OF THE DEVICE. [MINN. R. 7090] 11.8 PERMITTEES MUST DRAIN TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND REMOVE THE SEDIMENT WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN REACHES 1/2 THE STORAGE VOLUME. [MINN. R. 7090] 11.9 PERMITTEES MUST ENSURE THAT AT LEAST ONE INDIVIDUAL PRESENT ON THE SITE (OR AVAILABLE TO THE PROJECT SITE IN THREE (3) CALENDAR DAYS) IS TRAINED IN THE JOB DUTIES DESCRIBED IN ITEM 21.2.B. [MINN. R. 7090] 11.10 PERMITTEES MAY ADJUST THE INSPECTION SCHEDULE DESCRIBED IN ITEM 11.2 AS FOLLOWS: A. INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION ACTIVITY CONTINUES ON OTHER PORTIONS OF THE SITE; OR B. WHERE SITES HAVE PERMANENT COVER ON ALL EXPOSED SOIL AND NO CONSTRUCTION ACTIVITY IS OCCURRING ANYWHERE ON THE SITE, INSPECTIONS CAN BE REDUCED TO ONCE PER MONTH AND, AFTER 12 MONTHS, MAY BE SUSPENDED COMPLETELY UNTIL CONSTRUCTION ACTIVITY RESUMES. THE MPCA MAY REQUIRE INSPECTIONS TO RESUME IF CONDITIONS WARRANT; OR C. WHERE CONSTRUCTION ACTIVITY HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, INSPECTIONS MAY BE SUSPENDED. INSPECTIONS MUST RESUME WITHIN 24 HOURS OF RUNOFF OCCURRING, OR UPON RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. [MINN. R. 70901 1 1.1 1 PERMITTEES MUST RECORD ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THESE RECORDS MUST INCLUDE: A. DATE AND TIME OF INSPECTIONS; AND B. NAME OF PERSONS CONDUCTING INSPECTIONS; AND C. ACCURATE FINDINGS OF INSPECTIONS, INCLUDING THE SPECIFIC LOCATION WHERE CORRECTIVE ACTIONS ARE NEEDED; AND D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTIVITIES); AND E. DATE OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCHES IN 24 HOURS, AND THE AMOUNT OF RAINFALL FOR EACH EVENT. PERMITTEES MUST OBTAIN RAINFALL AMOUNTS BY EITHER A PROPERLY MAINTAINED RAIN GAUGE INSTALLED ONSITE, A WEATHER STATION THAT IS WITHIN ONE (1) MILE OF YOUR LOCATION, OR A WEATHER REPORTING SYSTEM THAT PROVIDES SITE SPECIFIC RAINFALL DATA FROM RADAR SUMMARIES; AND F. IF PERMITTEES OBSERVE A DISCHARGE DURING THE INSPECTION, THEY MUST RECORD AND SHOULD PHOTOGRAPH AND DESCRIBE THE LOCATION OF THE DISCHARGE (I.E., COLOR, ODOR, SETTLED OR SUSPENDED SOLIDS, OIL SHEEN, AND OTHER OBVIOUS INDICATORS OF POLLUTANTS); AND G. ANY AMENDMENTS TO THE SWPPP PROPOSED AS A RESULT OF THE INSPECTION MUST BE DOCUMENTED AS REQUIRED IN SECTION 6 WITHIN SEVEN (7) CALENDAR DAYS. [MINN. R. 70901 12.1 POLLUTION PREVENTION MANAGEMENT MEASURES. [MINN. R. 7090 12.2 PERMITTEES MUST PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. PERMITTEES ARE NOT REQUIRED TO COVER OR PROTECT PRODUCTS WHICH ARE EITHER NOT A SOURCE OF CONTAMINATION TO STORMWATER OR ARE DESIGNED TO BE EXPOSED TO STORMWATER. [MINN. R. 7090] 12.3 PERMITTEES MUST PLACE PESTICIDES, FERTILIZERS AND TREATMENT CHEMICALS UNDER COVER (E.G., PLASTIC SHEETING OR TEMPORARY ROOFS) OR PROTECT THEM BY SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. [MINN. R. 70901 12.4 PERMITTEES MUST STORE HAZARDOUS MATERIALS AND TOXIC WASTE, (INCLUDING OIL, DIESEL FUEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM -BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MATERIALS MUST BE IN COMPLIANCE WITH MINN. R. CH. 7045 INCLUDING SECONDARY CONTAINMENT AS APPLICABLE. [MINN. R. 7090] 12.5 PERMITTEES MUST PROPERLY STORE, COLLECT AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. CH. 7035. [MINN. R. 70351 12.6 PERMITTEES MUST POSITION PORTABLE TOILETS SO THEY ARE SECURE AND WILL NOT TIP OR BE KNOCKED OVER. PERMITTEES MUST PROPERLY DISPOSE SANITARY WASTE IN ACCORDANCE WITH MINN. R. CH. 7041. [MINN. R. 7041] 12.7 PERMITTEES MUST TAKE REASONABLE STEPS TO PREVENT THE DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED INCLUDING THE USE OF DRIP PANS OR ABSORBENTS UNLESS INFEASIBLE. PERMITTEES MUST ENSURE ADEQUATE SUPPLIES ARE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD IS AVAILABLE FOR RECOVERED SPILLED MATERIALS. PERMITTEES MUST REPORT AND CLEAN UP SPILLS IMMEDIATELY AS REQUIRED BY MINN. STAT. 115.061, USING DRY CLEAN UP MEASURES WHERE POSSIBLE. [MINN. STAT. 115.061] 12.8 PERMITTEES MUST LIMIT VEHICLE EXTERIOR WASHING AND EQUIPMENT TO A DEFINED AREA OF THE SITE. PERMITTEES MUST CONTAIN RUNOFF FROM THE WASHING AREA IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND MUST DISPOSE WASTE FROM THE WASHING ACTIVITY PROPERLY. PERMITTEES MUST PROPERLY USE AND STORE SOAPS, DETERGENTS, OR SOLVENTS. [MINN. R. 70901 12.9 PERMITTEES MUST PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY WASHOUT OPERATIONS (E.G., CONCRETE, STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS) RELATED TO THE CONSTRUCTION ACTIVITY. PERMITTEES MUST PREVENT LIQUID AND SOLID WASHOUT WASTES FROM CONTACTING THE GROUND AND MUST DESIGN THE CONTAINMENT SO IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. PERMITTEES MUST PROPERLY DISPOSE LIQUID AND SOLID WASTES IN COMPLIANCE WITH MPCA RULES. PERMITTEES MUST INSTALL A SIGN INDICATING THE LOCATION OF THE WASHOUT FACILITY. [MINN. R. 7035, MINN. R. 7090] 13.1 PERMIT TERMINATION CONDITIONS. [MINN. R. 7090 13.2 PERMITTEES MUST COMPLETE ALL CONSTRUCTION ACTIVITY AND MUST INSTALL PERMANENT COVER OVER ALL AREAS PRIOR TO SUBMITTING THE NOT. VEGETATIVE COVER MUST CONSIST OF A UNIFORM PERENNIAL VEGETATION WITH A DENSITY OF 70 PERCENT OF ITS EXPECTED FINAL GROWTH. VEGETATION IS NOT REQUIRED WHERE THE FUNCTION OF A SPECIFIC AREA DICTATES NO VEGETATION, SUCH AS IMPERVIOUS SURFACES OR THE BASE OF A SAND FILTER. [MINN. R. 7090] 13.3 PERMITTEES MUST CLEAN THE PERMANENT STORMWATER TREATMENT SYSTEM OF ANY ACCUMULATED SEDIMENT AND MUST ENSURE THE SYSTEM MEETS ALL APPLICABLE REQUIREMENTS IN SECTION 15 THROUGH 19 AND IS OPERATING AS DESIGNED. [MINN. R. 70901 13.4 PERMITTEES MUST REMOVE ALL SEDIMENT FROM CONVEYANCE SYSTEMS PRIOR TO SUBMITTING THE NOT. [MINN. R. 70901 13.5 PERMITTEES MUST REMOVE ALL TEMPORARY SYNTHETIC EROSION PREVENTION AND SEDIMENT CONTROL BMPS PRIOR TO SUBMITTING THE NOT. PERMITTEES MAY LEAVE BMPS DESIGNED TO DECOMPOSE ON -SITE IN PLACE. [MINN. R. 70901 13.6 FOR RESIDENTIAL CONSTRUCTION ONLY, PERMIT COVERAGE TERMINATES ON INDIVIDUAL LOTS IF THE STRUCTURES ARE FINISHED AND TEMPORARY EROSION PREVENTION AND DOWNGRADIENT PERIMETER CONTROL IS COMPLETE, THE RESIDENCE SELLS TO THE HOMEOWNER, AND THE PERMITTEE DISTRIBUTES THE MPCA'S "HOMEOWNER FACT SHEET" TO THE HOMEOWNER. [MINN. R. 7090] 13.7 FOR CONSTRUCTION PROJECTS ON AGRICULTURAL LAND (E.G., PIPELINES ACROSS CROPLAND), PERMITTEES MUST RETURN THE DISTURBED LAND TO ITS PRECONSTRUCTION AGRICULTURAL USE PRIOR TO SUBMITTING THE NOT. [MINN. R. 70901 14.1 TEMPORARY SEDIMENT BASINS. [MINN. R. 70901 14.2 WHERE FIVE (5) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION, PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN TO PROVIDE TREATMENT OF THE RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERS SURFACE WATERS. PERMITTEES MAY CONVERT A TEMPORARY SEDIMENT BASIN TO A PERMANENT BASIN AFTER CONSTRUCTION IS COMPLETE. THE TEMPORARY BASIN IS NO LONGER REQUIRED WHEN PERMANENT COVER HAS REDUCED THE ACREAGE OF DISTURBED SOIL TO LESS THAN FIVE (5) ACRES DRAINING TO A COMMON LOCATION. [ PROVISIONS TO MINN. R. 7090] 14.3 THE TEMPORARY BASIN MUST PROVIDE LIVE STORAGE FOR A CALCULATED VOLUME OF RUNOFF FROM A TWO (2)-YEAR, 24-HOUR STORM FROM EACH ACRE DRAINED TO THE BASIN OR 1,800 CUBIC FEET OF LIVE STORAGE PER ACRE DRAINED, WHICHEVER IS GREATER. [MINN. R. 7090] 14.4 WHERE PERMITTEES HAVE NOT CALCULATED THE TWO (2)-YEAR, 24-HOUR STORM RUNOFF AMOUNT, THE TEMPORARY BASIN MUST PROVIDE 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE OF THE BASINS' DRAINAGE AREA. [MINN. R. 7090] 14.5 PERMITTEES MUST DESIGN BASIN OUTLETS TO PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. [MINN. R. 70901 14.6 PERMITTEES MUST DESIGN THE OUTLET STRUCTURE TO WITHDRAW WATER FROM THE SURFACE TO MINIMIZE THE DISCHARGE OF POLLUTANTS. PERMITTEES MAY TEMPORARILY SUSPEND THE USE OF A SURFACE WITHDRAWAL MECHANISM DURING FROZEN CONDITIONS. THE BASIN MUST INCLUDE A STABILIZED EMERGENCY OVERFLOW TO PREVENT FAILURE OF POND INTEGRITY. [MINN. R. 7090] 14.7 PERMITTEES MUST PROVIDE ENERGY DISSIPATION FOR THE BASIN OUTLET WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. [MINN. R. 7090] 14.8 PERMITTEES MUST LOCATE TEMPORARY BASINS OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONE REQUIRED IN ITEM 23.11. [MINN. R. 70901 14.9 PERMITTEES MUST CONSTRUCT THE TEMPORARY BASINS PRIOR TO DISTURBING 10 OR MORE ACRES OF SOIL DRAINING TO A COMMON LOCATION. [MINN. R. 7090] 14.10 WHERE A TEMPORARY SEDIMENT BASIN MEETING THE REQUIREMENTS OF ITEM 14.3 THROUGH 14.9 IS INFEASIBLE, PERMITTEES MUST INSTALL EFFECTIVE SEDIMENT CONTROLS SUCH AS SMALLER SEDIMENT BASINS AND/OR SEDIMENT TRAPS, SILT FENCES, VEGETATIVE BUFFER STRIPS OR ANY APPROPRIATE COMBINATION OF MEASURES AS DICTATED BY INDIVIDUAL SITE CONDITIONS. IN DETERMINING WHETHER INSTALLING A SEDIMENT BASIN IS INFEASIBLE, PERMITTEES MUST CONSIDER PUBLIC SAFETY AND MAY CONSIDER FACTORS SUCH AS SITE SOILS, SLOPE, AND AVAILABLE AREA ON -SITE. PERMITTEES MUST DOCUMENT THIS DETERMINATION OF INFEASIBILITY IN THE SWPPP. [MINN. R. 70901 imow:i:lk/_1kN1:I►II&ICS]:Iu►9%Vigo ig l:f_l19ul:IkNIIyi&lg:livimi•IIiqlIiqlmziK&OZC 15.2 PERMITTEES MUST DESIGN THE PROJECT SO ALL STORMWATER DISCHARGED FROM THE PROJECT DURING AND AFTER CONSTRUCTION ACTIVITIES DOES NOT CAUSE A VIOLATION OF STATE WATER QUALITY STANDARDS, INCLUDING NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR ON DOWNSLOPE PROPERTIES, OR A SIGNIFICANT ADVERSE IMPACT TO WETLANDS CAUSED BY INUNDATION OR DECREASE OF FLOW. [MINN. R. 70901 15.3 PERMITTEES MUST DESIGN AND CONSTRUCT A PERMANENT STORMWATER TREATMENT SYSTEM TO TREAT THE WATER QUALITY VOLUME IF THE PROJECT'S ULTIMATE DEVELOPMENT REPLACES VEGETATION AND/OR OTHER PERVIOUS SURFACES CREATING A NET INCREASE OF ONE (1) OR MORE ACRES OF CUMULATIVE IMPERVIOUS SURFACE. [MINN. R. 7090] 15.4 PERMITTEES MUST CALCULATE THE WATER QUALITY VOLUME AS ONE (1) INCH TIMES THE NET INCREASE OF IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 15.5 PERMITTEES MUST FIRST CONSIDER VOLUME REDUCTION PRACTICES ON -SITE (E.G., INFILTRATION OR OTHER) WHEN DESIGNING THE PERMANENT STORMWATER TREATMENT SYSTEM. IF THIS PERMIT PROHIBITS INFILTRATION AS DESCRIBED IN ITEM 16.14 THROUGH ITEM 16.21, PERMITTEES MAY CONSIDER A WET SEDIMENTATION BASIN, FILTRATION BASIN OR REGIONAL POND. THIS PERMIT DOES NOT CONSIDER WET SEDIMENTATION BASINS AND FILTRATION SYSTEMS TO BE VOLUME REDUCTION PRACTICES. [MINN. R. 70901 15.5 PERMITTEES MUST FIRST CONSIDER VOLUME REDUCTION PRACTICES ON -SITE (E.G., INFILTRATION OR OTHER) WHEN DESIGNING THE PERMANENT STORMWATER TREATMENT SYSTEM. IF THIS PERMIT PROHIBITS INFILTRATION AS DESCRIBED IN ITEM 16.14 THROUGH ITEM 16.21, PERMITTEES MAY CONSIDER A WET SEDIMENTATION BASIN, FILTRATION BASIN OR REGIONAL POND. THIS PERMIT DOES NOT CONSIDER WET SEDIMENTATION BASINS AND FILTRATION SYSTEMS TO BE VOLUME REDUCTION PRACTICES. [MINN. R. 7090] 15.6 FOR PROJECTS WHERE THE FULL VOLUME REDUCTION REQUIREMENT CANNOT BE MET ON -SITE, (E.G., THE SITE HAS INFILTRATION PROHIBITIONS), PERMITTEES MUST DOCUMENT THE REASONS IN THE SWPPP. [MINN. R. 7090] 15.7 PERMITTEES MUST DISCHARGE THE WATER QUALITY VOLUME TO A PERMANENT STORMWATER TREATMENT SYSTEM PRIOR TO DISCHARGE TO A SURFACE WATER. FOR PURPOSES OF THIS ITEM, SURFACE WATERS DO NOT INCLUDE MAN-MADE DRAINAGE SYSTEMS THAT CONVEY STORMWATER TO A PERMANENT STORMWATER TREATMENT SYSTEM. [MINN. R. 70901 15.8 WHERE THE PROXIMITY TO BEDROCK PRECLUDES THE INSTALLATION OF ANY OF THE PERMANENT STORMWATER TREATMENT PRACTICES REQUIRED BY SECTIONS 15 THROUGH 19, PERMITTEES MUST INSTALL OTHER TREATMENT SUCH AS GRASSED SWALES, SMALLER PONDS, OR GRIT CHAMBERS, PRIOR TO THE DISCHARGE OF STORMWATER TO SURFACE WATERS. [MINN. R. 7090] 15.9 FOR LINEAR PROJECTS WHERE PERMITTEES CANNOT TREAT THE ENTIRE WATER QUALITY VOLUME WITHIN THE EXISTING RIGHTOF-WAY, PERMITTEES MUST MAKE A REASONABLE ATTEMPT TO OBTAIN ADDITIONAL RIGHT-OF-WAY, EASEMENT OR OTHER PERMISSION FOR STORMWATER TREATMENT DURING THE PROJECT PLANNING PROCESS. DOCUMENTATION OF THESE ATTEMPTS MUST BE IN THE SWPPP. PERMITTEES MUST STILL CONSIDER VOLUME REDUCTION PRACTICES FIRST AS DESCRIBED IN ITEM 15.5. IF PERMITTEES CANNOT OBTAIN ADDITIONAL RIGHT-OF-WAY, EASEMENT OR OTHER PERMISSION, THEY MUST MAXIMIZE THE TREATMENT OF THE WATER QUALITY VOLUME PRIOR TO DISCHARGE TO SURFACE WATERS. [MINN. R. 70901 16.1 INFILTRATION SYSTEMS. [MINN. R. 7090 16.2 INFILTRATION OPTIONS INCLUDE, BUT ARE NOT LIMITED TO: INFILTRATION BASINS, INFILTRATION TRENCHES, RAINWATER GARDENS, BIORETENTION AREAS WITHOUT UNDERDRAINS, SWALES WITH IMPERMEABLE CHECK DAMS, AND NATURAL DEPRESSIONS. IF PERMITTEES UTILIZE AN INFILTRATION SYSTEM TO MEET THE REQUIREMENTS OF THIS PERMIT, THEY MUST INCORPORATE THE DESIGN PARAMETERS IN ITEM 16.3 THROUGH ITEM 16.21. PERMITTEES MUST FOLLOW THE INFILTRATION PROHIBITION IN ITEM 16.14 ANYTIME AN INFILTRATION SYSTEM IS DESIGNED, INCLUDING THOSE NOT REQUIRED BY THIS PERMIT. [MINN. R. 7090] 16.3 PERMITTEES MUST DESIGN INFILTRATION SYSTEMS SUCH THAT PRE-EXISTING HYDROLOGIC CONDITIONS OF WETLANDS IN THE VICINITY ARE NOT IMPACTED (E.G., INUNDATION OR BREACHING A PERCHED WATER TABLE SUPPORTING A WETLAND). [MINN. R. 70901 16.4 PERMITTEES MUST NOT EXCAVATE INFILTRATION SYSTEMS TO FINAL GRADE, OR WITHIN THREE (3) FEET OF FINAL GRADE, UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. [MINN. R. 7090] 16.5 WHEN EXCAVATING AN INFILTRATION SYSTEM TO WITHIN THREE (3) FEET OF FINAL GRADE, PERMITTEES MUST STAKE OFF AND MARK THE AREA SO HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT DO NOT COMPACT THE SOIL IN THE INFILTRATION AREA. [MINN. R. 70901 16.6 PERMITTEES MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, FOREBAY, OR WATER QUALITY INLET (E.G., GRIT CHAMBER) TO REMOVE SOLIDS, FLOATING MATERIALS, AND OIL AND GREASE FROM THE RUNOFF, TO THE MAXIMUM EXTENT PRACTICABLE, BEFORE THE SYSTEM ROUTES STORMWATER TO THE INFILTRATION SYSTEM. [MINN. R. 70901 16.7 PERMITTEES MUST DESIGN INFILTRATION SYSTEMS TO PROVIDE A WATER QUALITY VOLUME (CALCULATED AS AN INSTANTANEOUS VOLUME) OF ONE (1) INCH OF RUNOFF, OR ONE (1) INCH MINUS THE VOLUME OF STORMWATER TREATED BY ANOTHER SYSTEM ON THE SITE, FROM THE NET INCREASE OF IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 16.8 PERMITTEES MUST DESIGN THE INFILTRATION SYSTEM TO DISCHARGE ALL STORMWATER (INCLUDING STORMWATER IN EXCESS OF THE WATER QUALITY VOLUME) ROUTED TO THE SYSTEM THROUGH THE UPPERMOST SOIL SURFACE OR ENGINEERED MEDIA SURFACE WITHIN 48 HOURS. PERMITTEES MUST ROUTE ADDITIONAL FLOWS THAT CANNOT INFILTRATE WITHIN 48 HOURS TO BYPASS THE SYSTEM THROUGH A STABILIZED DISCHARGE POINT. [MINN. R. 7090] 16.9 PERMITTEES MUST PROVIDE A MEANS TO VISUALLY VERIFY THE INFILTRATION SYSTEM IS DISCHARGING THROUGH THE SOIL SURFACE OR FILTER MEDIA SURFACE WITHIN 48 HOURS OR LESS. [MINN. R. 7090] 16.10 PERMITTEES MUST PROVIDE AT LEAST ONE SOIL BORING, TEST PIT OR INFILTROMETER TEST IN THE LOCATION OF THE INFILTRATION PRACTICE FOR DETERMINING INFILTRATION RATES. [MINN. R. 70901 16.11 FOR DESIGN PURPOSES, PERMITTEES MUST DIVIDE FIELD MEASURED INFILTRATION RATES BY 2 AS A SAFETY FACTOR OR PERMITTEES CAN USE SOIL -BORING RESULTS WITH THE INFILTRATION RATE CHART IN THE MINNESOTA STORMWATER MANUAL TO DETERMINE DESIGN INFILTRATION RATES. WHEN SOIL BORINGS INDICATE TYPE A SOILS, PERMITTEES SHOULD PERFORM FIELD MEASUREMENTS TO VERIFY THE RATE IS NOT ABOVE 8.3 INCHES PER HOUR. THIS PERMIT PROHIBITS INFILTRATION IF THE FIELD MEASURED INFILTRATION RATE IS ABOVE 8.3 INCHES PER HOUR. [MINN. R. 7090] 16.12 PERMITTEES MUST EMPLOY APPROPRIATE ON -SITE TESTING ENSURE A MINIMUM OF THREE (3) FEET OF SEPARATION FROM THE SEASONALLY SATURATED SOILS (OR FROM BEDROCK) AND THE BOTTOM OF THE PROPOSED INFILTRATION SYSTEM. [MINN. R. 70901 16.13 PERMITTEES MUST DESIGN A MAINTENANCE ACCESS, TYPICALLY EIGHT (8) FEET WIDE, FOR THE INFILTRATION SYSTEM. [MINN. R. 7090] 16.14 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS THAT RECEIVE RUNOFF FROM VEHICLE FUELING AND MAINTENANCE AREAS INCLUDING CONSTRUCTION OF INFILTRATION SYSTEMS NOT REQUIRED BY THIS PERMIT. [MINN. R. 70901 16.15 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS WHERE INFILTRATING STORMWATER MAY MOBILIZE HIGH LEVELS OF CONTAMINANTS IN SOIL OR GROUNDWATER. PERMITTEES MUST EITHER COMPLETE THE MPCA'S CONTAMINATION SCREENING CHECKLIST OR CONDUCT THEIR OWN ASSESSMENT TO DETERMINE THE SUITABILITY FOR INFILTRATION. PERMITTEES MUST RETAIN THE CHECKLIST OR ASSESSMENT WITH THE SWPPP. FOR MORE INFORMATION AND TO ACCESS THE MPCA'S "CONTAMINATION SCREENING CHECKLIST" SEE THE MINNESOTA STORMWATER MANUAL. [MINN. R. 7090] 16.16 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS WHERE SOIL INFILTRATION RATES ARE FIELD MEASURED AT MORE THAN 8.3 INCHES PER HOUR UNLESS THEY AMEND SOILS TO SLOW THE INFILTRATION RATE BELOW 8.3 INCHES PER HOUR. [MINN. R. 7090] 16.17 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS WITH LESS THAN THREE (3) FEET OF SEPARATION DISTANCE FROM THE BOTTOM OF THE INFILTRATION SYSTEM TO THE ELEVATION OF THE SEASONALLY SATURATED SOILS OR THE TOP OF BEDROCK. [MINN. R. 7090] 16.18 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS OF PREDOMINATELY HYDROLOGIC SOIL GROUP TYPE D SOILS (CLAY). [MINN. R. 70901 16.19 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS WITHIN A DRINKING WATER SUPPLY MANAGEMENT AREA (DWSMA) AS DEFINED IN MINN. R. 4720.5100, SUBP. 13, IF THE SYSTEM WILL BE LOCATED: A. IN AN EMERGENCY RESPONSE AREA (ERA) WITHIN A DWSMA CLASSIFIED AS HAVING HIGH OR VERY HIGH VULNERABILITY AS DEFINED BY THE MINNESOTA DEPARTMENT OF HEALTH; OR B. IN AN ERA WITHIN A DWSMA CLASSIFIED AS MODERATE VULNERABILITY UNLESS A REGULATED MS4 PERMITTEE PERFORMED OR APPROVED A HIGHER LEVEL OF ENGINEERING REVIEW SUFFICIENT TO PROVIDE A FUNCTIONING TREATMENT SYSTEM AND TO PREVENT ADVERSE IMPACTS TO GROUNDWATER; OR C. OUTSIDE OF AN ERA WITHIN A DWSMA CLASSIFIED AS HAVING HIGH OR VERY HIGH VULNERABILITY, UNLESS A REGULATED MS4 PERMITTEE PERFORMED OR APPROVED A HIGHER LEVEL OF ENGINEERING REVIEW SUFFICIENT TO PROVIDE A FUNCTIONING TREATMENT SYSTEM AND TO PREVENT ADVERSE IMPACTS TO GROUNDWATER. SEE "HIGHER LEVEL OF ENGINEERING REVIEW" IN THE MINNESOTA STORMWATER MANUAL FOR MORE INFORMATION. [MINN. R. 7090] 16.20 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS WITHIN 1,000 FEET UPGRADIENT OR 100 FEET DOWNGRADIENT OF ACTIVE KARST FEATURES. [MINN. R. 7090] 16.21 THIS PERMIT PROHIBITS PERMITTEES FROM CONSTRUCTING INFILTRATION SYSTEMS IN AREAS THAT RECEIVE RUNOFF FROM THE FOLLOWING INDUSTRIAL FACILITIES NOT AUTHORIZED TO INFILTRATE STORMWATER UNDER THE NPDES STORMWATER PERMIT FOR INDUSTRIAL ACTIVITIES: AUTOMOBILE SALVAGE YARDS; SCRAP RECYCLING AND WASTE RECYCLING FACILITIES; HAZARDOUS WASTE TREATMENT, STORAGE, OR DISPOSAL FACILITIES; OR AIR TRANSPORTATION FACILITIES THAT CONDUCT DEICING ACTIVITIES. [MINN. R. 70901 17.1 FILTRATION SYSTEMS. [MINN. R. 7090 17.2 FILTRATION OPTIONS INCLUDE, BUT ARE NOT LIMITED TO: SAND FILTERS WITH UNDERDRAINS, BIOFILTRATION AREAS, SWALES USING UNDERDRAINS WITH IMPERMEABLE CHECK DAMS AND UNDERGROUND SAND FILTERS. IF PERMITTEES UTILIZE A FILTRATION SYSTEM TO MEET THE PERMANENT STORMWATER TREATMENT REQUIREMENTS OF THIS PERMIT, THEY MUST COMPLY WITH ITEMS 17.3 THROUGH 17.11. [MINN. R. 7090] 17.3 PERMITTEES MUST NOT INSTALL FILTER MEDIA UNTIL THEY CONSTRUCT AND FULLY STABILIZE THE CONTRIBUTING DRAINAGE AREA UNLESS THEY PROVIDE RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE FILTRATION AREA. [MINN. R. 7090] 17.4 PERMITTEES MUST DESIGN FILTRATION SYSTEMS TO REMOVE AT LEAST 80 PERCENT OF TSS. [MINN. R. 70901 17.5 PERMITTEES MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, SMALL SEDIMENTATION BASIN, WATER QUALITY INLET, FOREBAY OR HYDRODYNAMIC SEPARATOR TO REMOVE SETTLEABLE SOLIDS, FLOATING MATERIALS, AND OILS AND GREASE FROM THE RUNOFF, TO THE MAXIMUM EXTENT PRACTICABLE, BEFORE RUNOFF ENTERS THE FILTRATION SYSTEM. [MINN. R. 7090] 17.6 PERMITTEES MUST DESIGN FILTRATION SYSTEMS TO TREAT A WATER QUALITY VOLUME (CALCULATED AS AN INSTANTANEOUS VOLUME) OF ONE (1) INCH OF RUNOFF, OR ONE (1) INCH MINUS THE VOLUME OF STORMWATER TREATED BY ANOTHER SYSTEM ON THE SITE, FROM THE NET INCREASE OF IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 17.7 PERMITTEES MUST DESIGN THE FILTRATION SYSTEM TO DISCHARGE ALL STORMWATER (INCLUDING STORMWATER IN EXCESS OF THE WATER QUALITY VOLUME) ROUTED TO THE SYSTEM THROUGH THE UPPERMOST SOIL SURFACE OR ENGINEERED MEDIA SURFACE WITHIN 48 HOURS. ADDITIONAL FLOWS THAT THE SYSTEM CANNOT FILTER WITHIN 48 HOURS MUST BYPASS THE SYSTEM OR DISCHARGE THROUGH AN EMERGENCY OVERFLOW. [MINN. R. 7090] 17.8 PERMITTEES MUST DESIGN THE FILTRATION SYSTEM TO PROVIDE A MEANS TO VISUALLY VERIFY THE SYSTEM IS DISCHARGING THROUGH THE SOIL SURFACE OR FILTER MEDIA WITHIN 48 HOURS. [MINN. R. 7090] 17.9 PERMITTEES MUST EMPLOY APPROPRIATE ON -SITE TESTING TO ENSURE A MINIMUM OF THREE (3) FEET OF SEPARATION BETWEEN THE SEASONALLY SATURATED SOILS (OR FROM BEDROCK) AND THE BOTTOM OF THE PROPOSED FILTRATION SYSTEM. [MINN. R. 70901 17.10 PERMITTEES MUST ENSURE THAT FILTRATION SYSTEMS WITH LESS THAN THREE (3) FEET OF SEPARATION BETWEEN SEASONALLY SATURATED SOILS OR FROM BEDROCK ARE CONSTRUCTED WITH AN IMPERMEABLE LINER. [MINN. R. 70901 17.11 THE PERMITTEES MUST DESIGN A MAINTENANCE ACCESS, TYPICALLY EIGHT (8) FEET WIDE, FOR THE FILTRATION SYSTEM. [MINN. R. 7090] STORM WATER POLLUTION PREVENTION PLAN EAGLES LANDING DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 Z O H d U U) w 0 Z O U) > w w I- 0 O 1= c6 � >, E - c6 N O fl - D co ` O O ��O c N cnca 0) c � .O � j 2 c •T - mI c Q- O O O_. O O c U L J N _r O J d w O -i o OfN Q 0')= o U 0) 0 LLI Q 0 Z O I- Z w > c w Z 0- C y 0 Z W Z Q CA �j m J J o a Lu NMI0 0Y ca ax = w W = Q 2 w O H- U) PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C501 18.1 WET SEDIMENTATION BASIN. [MINN. R. 70901 18.2 PERMITTEES USING A WET SEDIMENTATION BASIN TO MEET THE PERMANENT STORMWATER TREATMENT REQUIREMENTS OF THIS PERMIT MUST INCORPORATE THE DESIGN PARAMETERS IN ITEM 18.3 THROUGH 18.10. [MINN. R. 7090] 18.3 PERMITTEES MUST DESIGN THE BASIN TO HAVE A PERMANENT VOLUME OF 1,800 CUBIC FEET OF STORAGE BELOW THE OUTLET PIPE FOR EACH ACRE THAT DRAINS TO THE BASIN. THE BASIN'S PERMANENT VOLUME MUST REACH A MINIMUM DEPTH OF AT LEAST THREE (3) FEET AND MUST HAVE NO DEPTH GREATER THAN 10 FEET. PERMITTEES MUST CONFIGURE THE BASIN TO MINIMIZE SCOUR OR RESUSPENSION OF SOLIDS. [MINN. R. 70901 18.4 PERMITTEES MUST DESIGN THE BASIN TO PROVIDE LIVE STORAGE FOR A WATER QUALITY VOLUME (CALCULATED AS AN INSTANTANEOUS VOLUME) OF ONE (1) INCH OF RUNOFF, OR ONE (1) INCH MINUS THE VOLUME OF STORMWATER TREATED BY ANOTHER SYSTEM ON THE SITE, FROM THE NET INCREASE IN IMPERVIOUS SURFACES CREATED BY THE PROJECT. [MINN. R. 7090] 18.5 PERMITTEES MUST DESIGN BASIN OUTLETS SO THE WATER QUALITY VOLUME DISCHARGES AT NO MORE THAN 5.66 CUBIC FEET PER SECOND (CFS) PER ACRE OF SURFACE AREA OF THE BASIN. [MINN. R. 70901 18.6 PERMITTEES MUST DESIGN BASIN OUTLETS TO PREVENT SHORT-CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. BASIN OUTLETS MUST HAVE ENERGY DISSIPATION. [MINN. R. 70901 18.7 PERMITTEES MUST DESIGN THE BASIN TO INCLUDE A STABILIZED EMERGENCY OVERFLOW TO ACCOMMODATE STORM EVENTS IN EXCESS OF THE BASIN'S HYDRAULIC DESIGN. [MINN. R. 7090] 18.8 PERMITTEES MUST DESIGN A MAINTENANCE ACCESS, TYPICALLY EIGHT (8) FEET WIDE, FOR THE BASIN. [MINN. R. 7090] 18.9 PERMITTEES MUST LOCATE BASINS OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONE REQUIRED IN ITEM 23.11. PERMITTEES MUST DESIGN BASINS TO AVOID DRAINING WATER FROM WETLANDS UNLESS THE IMPACT TO THE WETLAND COMPLIES WITH THE REQUIREMENTS OF SECTION 22. [MINN. R. 70901 18.10 PERMITTEES MUST DESIGN BASINS USING AN IMPERMEABLE LINER IF LOCATED WITHIN ACTIVE KARST TERRAIN. [MINN. R. 7090] 19.1 REGIONAL WET SEDIMENTATION BASINS. [MINN. R. 70901 19.2 WHEN THE ENTIRE WATER QUALITY VOLUME CANNOT BE RETAINED ONSITE, PERMITTEES CAN USE OR CREATE REGIONAL WET SEDIMENTATION BASINS PROVIDED THEY ARE CONSTRUCTED BASINS, NOT A NATURAL WETLAND OR WATER BODY, (WETLANDS USED AS REGIONAL BASINS MUST BE MITIGATED FOR, SEE SECTION 22). THE OWNER MUST ENSURE THE REGIONAL BASIN CONFORMS TO ALL REQUIREMENTS FOR A WET SEDIMENTATION BASIN AS DESCRIBED IN ITEMS 18.3 THROUGH 18.10 AND MUST BE LARGE ENOUGH TO ACCOUNT FOR THE ENTIRE AREA THAT DRAINS TO THE REGIONAL BASIN. PERMITTEES MUST VERIFY THAT THE REGIONAL BASIN WILL DISCHARGE AT NO MORE THAN 5.66 CFS PER ACRE OF SURFACE AREA OF THE BASIN AND MUST PROVIDE A LIVE STORAGE VOLUME OF ONE INCH TIMES ALL THE IMPERVIOUS AREA DRAINING TO THE BASIN. PERMITTEES CANNOT SIGNIFICANTLY DEGRADE WATERWAYS BETWEEN THE PROJECT AND THE REGIONAL BASIN. THE OWNER MUST OBTAIN WRITTEN AUTHORIZATION FROM THE APPLICABLE LGU OR PRIVATE ENTITY THAT OWNS AND MAINTAINS THE REGIONAL BASIN. [MINN. R. 7090] 20.1 SWPPP AVAILABILITY. [MINN. R. 7090 20.2 PERMITTEES MUST KEEP THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS AT THE SITE DURING NORMAL WORKING HOURS BY PERMITTEES WHO HAVE OPERATIONAL CONTROL OF THAT PORTION OF THE SITE. [MINN. R. 7090] 21.1 TRAINING REQUIREMENTS. [MINN. R. 70901 21.2 PERMITTEES MUST ENSURE ALL OF THE FOLLOWING INDIVIDUALS RECEIVE TRAINING AND THE CONTENT AND EXTENT OF THE TRAINING IS COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT: A. INDIVIDUALS PREPARING THE SWPPP FOR THE PROJECT. B. INDIVIDUALS OVERSEEING IMPLEMENTATION OF, REVISING AND/OR AMENDING THE SWPPP AND INDIVIDUALS PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C. INDIVIDUALS PERFORMING OR SUPERVISING THE INSTALLATION MAINTENANCE AND REPAIR OF BMPS. MINN. R. 7090 21.3 PERMITTEES MUST ENSURE INDIVIDUALS IDENTIFIED IN SECTION 21 RECEIVE TRAINING FROM LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL ORGANIZATIONS, OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER TREATMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. PERMITTEES MUST ENSURE THESE INDIVIDUALS ATTEND A REFRESHER -TRAINING COURSE EVERY THREE (3) YEARS. [MINN. R. 7090] 23.1 ADDITIONAL REQUIREMENTS FOR DISCHARGES TO SPECIAL (PROHIBITED, RESTRICTED, OTHER) AND IMPARIED WATERS. [MINN. R. 70901 23.6 DISCHARGES TO THE TROUT STREAMS (OTHER SPECIAL WATER) LISTED IN MINN. R. 6264.0050,SUBP. 4 MUST INCORPORATE THE BMPS OUTLINED IN ITEMS 23.9, 23.10, 23.11, AND 23.12. [MINN.R.6264.0050, SUBP. 4] 23.9 PERMITTEES MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AS DESCRIBED IN ITEM 8.4 AND COMPLETE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. [MINN. R. 70901 23.10 PERMITTEES MUST PROVIDE A TEMPORARY SEDIMENT BASIN AS DESCRIBED IN SECTION 14 FOR COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH FIVE (5) OR MORE ACRES DISTURBED AT ONE TIME. [MINN.R. 7090] 23.11 PERMITTEES MUST INCLUDE AN UNDISTURBED BUFFER ZONE OF NOT LESS THAN 100 LINEAR FEET FROM A SPECIAL WATER (NOT INCLUDING TRIBUTARIES) AND MUST MAINTAIN THIS BUFFER ZONE AT ALL TIMES, BOTH DURING CONSTRUCTION AND AS A PERMANENT FEATURE POST CONSTRUCTION, EXCEPT WHERE A WATER CROSSING OR OTHER ENCROACHMENT IS NECESSARY TO COMPLETE THE PROJECT. PERMITTEES MUST FULLY DOCUMENT THE CIRCUMSTANCE AND REASONS THE BUFFER ENCROACHMENT IS NECESSARY IN THE SWPPP AND INCLUDE RESTORATION ACTIVITIES. THIS PERMIT ALLOWS REPLACEMENT OF EXISTING IMPERVIOUS SURFACE WITHIN THE BUFFER. PERMITTEES MUST MINIMIZE ALL POTENTIAL WATER QUALITY, SCENIC AND OTHER ENVIRONMENTAL IMPACTS OF THESE EXCEPTIONS BY THE USE OF ADDITIONAL OR REDUNDANT (DOUBLE) BMPS AND MUST DOCUMENT THIS IN THE SWPPP FOR THE PROJECT. [ MINN. R. 70901 23.12 PERMITTEES MUST DESIGN THE PERMANENT STORMWATER TREATMENT SYSTEM SO THE DISCHARGE FROM THE PROJECT MINIMIZES ANY INCREASE IN THE TEMPERATURE OF TROUT STREAMS RESULTING FROM THE ONE (1) AND TWO (2) YEAR 24-HOUR PRECIPITATION EVENTS. THIS INCLUDES ALL TRIBUTARIES OF DESIGNATED TROUT STREAMS LOCATED WITHIN THE SAME PUBLIC LAND SURVEY SYSTEM (PLSS) SECTION. PERMITTEES MUST INCORPORATE ONE OR MORE OF THE FOLLOWING MEASURES, IN ORDER OF PREFERENCE; a. PROVIDE STORMWATER INFILTRATION OR OTHER VOLUME REDUCTION PRACTICES AS DESCRIBED IN ITEM 15.4 AND 15.5 TO REDUCE RUNOFF. INFILTRATION SYSTEMS MUST DISCHARGE ALL STORMWATER ROUTED TO THE SYSTEM WITHIN 24 HOURS. b. PROVIDE STORMWATER FILTRATION AS DESCRIBED IN SECTION 17. FILTRATION SYSTEMS MUST DISCHARGE ALL STORMWATER ROUTED TO THE SYSTEM WITHIN 24 HOURS. c. MINIMIZE THE DISCHARGE FROM CONNECTED IMPERVIOUS SURFACED BY DISCHARGING TO VEGETATED AREAS, OR GRASS SWALES, AND THROUGH THE USE OF NON-STRUCTURAL CONTROLS. d. IF PONDING IS USED, THE DESIGN MUST INCLUDE AN APPROPRIATE COMBINATION OF MEASURES SUCH AS SHADING, VEGETATED SWALE DISCHARGES OR CONSTRUCTED WETLAND TREATMENT CELLS THAT LIMIT TEMPERATURE INCREASES. THE POND MUST BE DESIGNED AS A DRY POND AND SHOULD DRAW DOWN IN 24 HOURS OR LESS. e. OTHER METHODS THAT MINIMIZE ANY INCREASE IN THE TEMPERATURE OF THE TROUT STREAM. [MINN. R. 7090] 24.1 GENERAL PROVISIONS. [MINN. R. 70901 24.2 IF THE MPCA DETERMINES THAT AN INDIVIDUAL PERMIT WOULD MORE APPROPRIATELY REGULATE THE CONSTRUCTION ACTIVITY, THE MPCA MAY REQUIRE AN INDIVIDUAL PERMIT TO CONTINUE THE CONSTRUCTION ACTIVITY. COVERAGE UNDER THIS GENERAL PERMIT WILL REMAIN IN EFFECT UNTIL THE MPCA ISSUES AN INDIVIDUAL PERMIT. [MINN. R. 7001.0210, SUBP. 6] 24.3 IF THE PERMITTEE CANNOT MEET THE TERMS AND CONDITIONS OF THIS GENERAL PERMIT, AN OWNER MAY REQUEST AN INDIVIDUAL PERMIT, IN ACCORDANCE WITH MINN. R. 7001.0210 SUBP. 6. [MINN. R. 7001.0210, SUBP. 6] 24.4 ANY INTERESTED PERSON MAY PETITION THE MPCA TO REQUIRE AN INDIVIDUAL NPDES/SDS PERMIT IN ACCORDANCE WITH 40 CFR 122.28(B)(3). [40 CFR 122.29(B)(3)] 24.5 PERMITTEES MUST MAKE THE SWPPP, INCLUDING ALL INSPECTION REPORTS, MAINTENANCE RECORDS, TRAINING RECORDS AND OTHER INFORMATION REQUIRED BY THIS PERMIT, AVAILABLE TO FEDERAL, STATE, AND LOCAL OFFICIALS WITHIN THREE (3) DAYS UPON REQUEST FOR THE DURATION OF THE PERMIT AND FOR THREE (3) YEARS FOLLOWING THE NOT. [MINN. R. 7090] 24.6 PERMITTEES MAY NOT ASSIGN OR TRANSFER THIS PERMIT EXCEPT WHEN THE TRANSFER OCCURS IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF ITEM 3.7 AND 3.8. [MINN. R. 7090] 24.7 NOTHING IN THIS PERMIT MUST BE CONSTRUED TO RELIEVE THE PERMITTEES FROM CIVIL OR CRIMINAL PENALTIES FOR NONCOMPLIANCE WITH THE TERMS AND CONDITIONS PROVIDED HEREIN. NOTHING IN THIS PERMIT MUST BE CONSTRUED TO PRECLUDE THE INITIATION OF ANY LEGAL ACTION OR RELIEVE THE PERMITTEES FROM ANY RESPONSIBILITIES, LIABILITIES, OR PENALTIES TO WHICH THE PERMITTEES IS/ARE OR MAY BE SUBJECT TO UNDER SECTION 311 OF THE CLEAN WATER ACT AND MINN. STAT. SECT. 115 AND 116, AS AMENDED. PERMITTEES ARE NOT LIABLE FOR PERMIT REQUIREMENTS FOR ACTIVITIES OCCURRING ON THOSE PORTIONS OF A SITE WHERE THE PERMIT HAS BEEN TRANSFERRED TO ANOTHER PARTY AS REQUIRED IN ITEM 3.7 OR THE PERMITTEES HAVE SUBMITTED THE NOT AS REQUIRED IN SECTION 4. [MINN. R. 70901 24.8 THE PROVISIONS OF THIS PERMIT ARE SEVERABLE. IF ANY PROVISION OF THIS PERMIT OR THE APPLICATION OF ANY PROVISION OF THIS PERMIT TO ANY CIRCUMSTANCES IS HELD INVALID, THE APPLICATION OF SUCH PROVISION TO OTHER CIRCUMSTANCES, AND THE REMAINDER OF THIS PERMIT MUST NOT BE AFFECTED THEREBY. [MINN. R. 7090] 24.9 THE PERMITTEES MUST COMPLY WITH THE PROVISIONS OF MINN. R. 7001.0150, SUBP. 3 AND MINN. R. 7001.1090, SUBP. 1(A), 1(B), 1(C), 1(H), 1(1), 1(J), 1(K), AND 1(L). [MINN. R. 7090] 24.10 THE PERMITTEES MUST ALLOW ACCESS AS PROVIDED IN 40 CFR 122.41(I) AND MINN. STAT. SECT. 115.04. THE PERMITTEES MUST ALLOW REPRESENTATIVES OF THE MPCA OR ANY MEMBER, EMPLOYEE OR AGENT THEREOF, WHEN AUTHORIZED BY IT, UPON PRESENTATION OF CREDENTIALS, TO ENTER UPON ANY PROPERTY, PUBLIC OR PRIVATE, FOR THE PURPOSE OF OBTAINING INFORMATION OR EXAMINATION OF RECORDS OR CONDUCTING SURVEYS OR INVESTIGATIONS. [40 CFR 122.41(1)] 24.11 FOR THE PURPOSES OF MINN. R. 7090 AND OTHER DOCUMENTS THAT REFERENCE SPECIFIC SECTIONS OF THIS PERMIT, "STORMWATER DISCHARGE DESIGN REQUIREMENTS" CORRESPONDS TO SECTIONS 5,6 AND 14 THROUGH 21; "CONSTRUCTION ACTIVITY REQUIREMENTS" CORRESPONDS TO SECTIONS 7 THROUGH 13; AND "APPENDIX A" CORRESPONDS TO SECTIONS 22 AND 23. [MINN. R. 7090] DOCUMENTATION OF TRAINED INDIVIDUALS A. INDIVIDUAL WHO PREPARED THE SWPPP: ALIABUGHAZLEH PLOWE ENGINEERING, INC. 6776 LAKE DRIVE LINO LAKES MN 55014 (651)361-8235 ALI@plowe.com 1161,11 iii D!!V,Ilk:;lllli III �I 141h'u l,:all11„� II"u [::;Iliilsiilllru c:1f C;a:;rnl":iilrl.lr.;tia:aril ;`.ab"OHral:'fr:r I(Nillav 31 , 1CI PROJECT NAME EAGLES LANDING PROJECT LOCATION CORNER OF FENWAY BLVD AND 130TH STREET LATITUDE: 45.1389 LONGITUDE:-93.0042 DEVELOPER VICTOR LAND HOLDINGS, LLC 13925 FENWAY BLVD. NORTH HUGO, MN 55038 CONTACT NAME: BRENDA J. KUNKEL CONTACT PHONE: 651-762-1110 CONTACT E-MAIL: BRENDA@SBCCC.COM NARRATIVE - PERMANENT STORMWATER TREATMENT SYSTEMS THE PROJECT CONSISTS OF 3 BUILDINGS (SUBDIVIDED INTO 14 TENANTS) AND A STORMWATER INFILTRATION BASIN FOR STORMWATER TREATMENT AND DRY DETENTION BASIN FOR RATE CONTROL PRIOR TO DISCHARGING INTO REGIONAL POND. PERMANENT STORMWATER MANAGEMENT TREATMENT SYSTEMS PER MPCA RULES, CITY OF HUGO, AND RICE CREEK WATERSHED DISTRICT ARE REQUIRED FOR THIS PROJECT. SITE IMPERVIOUS AREAS BEFORE CONSTRUCTION AFTER CONSTRUCTION TOTAL SITE AREA 2.59 ACRES TOTAL ESTIMATED IMPERVIOUS 0.02 ACRES 1.74 ACRES TOTAL ESTIMATED PERVIOUS 2.57 ACRES 1 0.85 ACRES APPROX. 1.72 ACRE INCREASE IN IMPERVIOUS TOTAL DISTURBED AREA 2.57 ACRES SITE MAP W/ EXISTING AND FINAL GRADES AND DESIGN CALCULATIONS SEE "STORMWATER DRAINAGE REPORT" FOR EXISTING AND PROPOSED AREA MAPS, DENOTING DRAINAGE AREA BOUNDARIES, DIRECTIONS OF FLOW, AND DISCHARGE POINTS WHERE STORMWATER LEAVES THE SITE. RECEIVING WATERS WITHIN ONE MILE NAME OF WATER BODY TYPE OF WATER BODY SPECIAL WATER IMPAIRED WATER CLEARWATER CREEK CREEK NO YES BALD EAGLE LAKE LAKE NO YES ON -SITE RAIN INFILTRATION BASIN BASIN NO NO ON -SITE DETENTION BASIN BASIN NO NO BUFFER TO SURFACE WATER HDRAINS WATER, IS A 50-FT NATURAL BUFFER ADJACENT TO THESURFACE WATER PRESERVED? YES NO N/A NOTE: NATURAL BUFFERS ARE NOT REQUIRED ADJACENT TO ROAD DITCHES, JUDICIAL DITCHES, COUNTY DITCHES, STORMWATER CONVEYANCE CHANNELS, STORM DRAIN INLETS, AND SEDIMENT BASINS. TEMPORARY SEDIMENTATION BASINS IF FIVE (5) OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON YES NO N/A LOCATION, IS A TEMPORARY SEDIMENT BASIN PROVIDED FOR TREATMENT OF THE RUNOFF BEFORE IT LEAVES THE CONSTRUCTION SITE OR ENTERS SURFACE WATERS? INFILTRATION FEASIBILITY ❑ ■ ARE THERE ANY INFILTRATION RESTRICTIONS FOR THE SITE (SEE 16.14 YES NO N/A THROUGH 16.21? ADDITIONAL STORMWATER MITIGATION MEASURES ARE THERE ANY STORMWATER MITIGATION MEASURES PER: YES NO . ENVIRONMENTAL REVIEW DOCUMENT? • ENDANGERED SPECIES REVIEW? • ARCHAEOLOGICAL REVIEW? • OTHER LOCAL, STATE OR FEDERAL REVIEW? IF YES TO ANY OF THE ABOVE, DESCRIBE THE MITIGATION MEASURES. FOR PURPOSES OF THIS PERMIT, MITIGATION MEASURES MEANS ACTIONS NECESSARY TO AVOID, MINIMIZE, OR MITIGATE FOR IMPACTS RELATED TO EROSION PREVENTION, SEDIMENT CONTROL, THE PERMANENT STORMWATER TREATMENT SYSTEM, POLLUTION PREVENTION MANAGEMENT MEASURES AND DISCHARGES ASSOCIATED WITH THE PROJECT'S CONSTRUCTION ACTIVITY. [MINN. R. 70901 REVEGETATION SPECIFICATIONS ITEM MNDOT SPECIFICATION/NOTES SOD 3878 SEED " 3876 " FOR TURF ESTABLISHMENT COMMERCIAL TURF MNDOT MIX 25-131 (220 LBS/ACRE) RESIDENTIAL TURF MNDOT MIX 25-131 (120 LBS/ACRE) TEMPORARY FALL COVER MNDOT MIX 21-112 (100 LBS/ACRE) SPRING/SUMMER MNDOT MIX 21-111 (100 LBS/ACRE) SOIL -BUILDING COVER MNDOT MIX 21-113 (110 LBS/ACRE) 1-2 YEARS COVER MNDOT MIX 22-111 (30.5 LBS/ACRE) 2-5 YEARS COVER MNDOT MIX 22-112 (40 LBS/ACRE) MULCH 3882 (TYPE 1 - DISC ANCHORED) FERTILIZER 3881 WOOD FIBER BLANKET 3885 (CATEGORY 0) MOW A MINIMUM OF: RESIDENTIAL TURF - ONCE PER 2 WEEKS COMMERCIAL TURF - ONCE PER 4 WEEKS ** SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. QUANTITIES - ESTIMATED QUANTITIES FOR EROSION AND SEDIMENT CONTROL MEASURES TYPE QTY UNIT SILT FENCE 1252 LINEAR FEET RIP -RAP W. GEO-FABRIC - CUBIC YARDS TURF REINFORCEMENT MAT (ENKAMAT) - SQUARE YARDS SEED & MULCH (GENERAL) 0.5 ACRE ROCK CONSTRUCTION ENTRANCE 1 EACH SOD SQUARE YARDS EROSION CONTROL BLANKET SQUARE YARDS INLET PROTECTION EACH NARRATIVE - TIMING FOR INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES 1. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND SWPPP MUST BE AVAILABLE ON THE PROJECT SITE AT ALL TIMES. 2. CONTRACTOR SHALL INSTALL SILT FENCE AS SHOWN ON PLAN. 2.1. ADDITIONAL SILT FENCE MAY BE NECESSARY IF LOCAL CONDITIONS REQUIRE. 2.2. THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF ACCUMULATED SEDIMENT THROUGH COMPLETION OF BUILDING CONSTRUCTION. 2.3. SILT FENCE SHALL REMAIN IN -PLACE UNTIL SITE HAS BEEN STABILIZED. 3. CONTRACTOR SHALL INSTALL THE ROCK CONSTRUCTION ENTRANCE WHEREVER CONSTRUCTION TRAFFIC ENTERS ONTO EXISTING PAVED SURFACES. 4. CONTRACTOR TO INSTALL TREE PROTECTION FENCING AS APPLICABLE 5. CONTRACTOR SHALL PERFORM SITE GRADING ON AN AREA -BY -AREA BASIS TO MINIMIZE UNSTABILIZED AREAS. 5.1. CONTRACTOR MUST IMMEDIATELY INITIATE STABILIZATION OF EXPOSED SOIL AREAS, AS DESCRIBED IN ITEM 8.4 OF THE PERMIT, AND COMPLETE THE STABILIZATION WITHIN SEVEN (7) CALENDAR DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE TEMPORARILY OR PERMANENTLY CEASES. 6. CONTRACTOR TO PROTECT PERMANENT STORMWATER MANAGEMENT FACILITIES FROM CONSTRUCTION RUN-OFF. 6.1. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN CONSTRUCTED AND FULLY STABILIZED. 7. CONTRACTOR TO SHALL PAY SPECIAL ATTENTION TO ADJACENT PROPERTY LINES TO ENSURE THE EROSION CONTROL PRACTICES INPLACE IN THOSE AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES. 8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND NPDES PHASE II PERMIT REQUIREMENTS. 9. CONTRACTOR TO PROVIDE ADDITIONAL SILT FENCE, BIOROLLS, EROSION CONTROL BLANKET, OR OTHER APPROVED EQUAL FOR ANY SLOPES THAT APPEAR TO BE FAILING 10. CONTRACTOR TO STABILIZE SOIL STOCKPILES; STABILIZATION SHALL BE INITIATED IMMEDIATELY 11. CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF UPSTREAM AREAS. 12. CONTRACTOR SHALL BE RESPONSIBLE TO SWEEP/SCRAPE ADJACENT STREETS WHEN MATERIALS OR DEBRIS HAVE WASHED/FLOWED ONTO ADJACENT STREETS OR AS DIRECTED BY CITY 13. COORDINATE SMALL UTILITIES INSTALLATIONS (GAS, PHONE, ELECTRIC, GAS, ETC.) AFTER CURB & GUTTER INSTALLATION. LIST OF IMPAIRED WATERS: CLEARWATER CREEK: THIS CREEK HAS AN EPA -APPROVED IMPAIRMENT FOR FISHES & BENTHIC MACROINVERTEBRATE BIOASSESSMENTS. THESE IMPAIRMENTS ARE CONSIDERED TO BE CONSTRUCTION RELATED PARAMETERS AND REQUIRE THE ADDITIONAL BEST MANAGEMENT PRACTICES FOUND IN ITEMS 23.9 & 23.10. BALD EAGLE LAKE THIS LAKE HAS AN EPA -APPROVED IMPAIRMENT FOR MERCURY IN FISH TISSUE & NUTRIENTS. THESE IMPAIRMENTS ARE CONSIDERED TO BE CONSTRUCTION RELATED PARAMETERS AND REQUIRE THE ADDITIONAL BEST MANAGEMENT PRACTICES FOUND IN ITEMS 23.9 & 23.10. LONG TERM OPERATION AND MAINTENANCE OF PERMANENT STORMWATER FACILITIES THE PERMANENT STORMWATER MANAGEMENT FACILITIES ARE PRIVATELY OWNED AND THE LONG-TERM OPERATIONS AND MAINTENANCE WILL BE PROVIDED BY THE OWNER. THE CITY OF EDINA SHALL NOT BE RESPONSIBLE FOR LONG-TERM OPERATIONS AND MAINTENANCE OF THE STORMWATER MANAGEMENT FACILITIES. ,IliiEll"'ICI!f!iiiV�IClII'7 �if31f'UIC111 ��9i;Q'II:Pp"1`il'1''IJ61Si!itii'4E•I'1"' ililll iiiU IriV �ifillf ]I Ci!!d:P'P If!! Irll' ll� "Ilhe br:;slreer r„rllhiis c ail I'uas, 1:,e,n tie E:rbEX:1 arna is ce:lrtilfiecl in tIn E.. t;iresel::;l sl^urwvri can 1'17e rev, =,rsls 21171his Mild Ctertil'icediran r:.;rl;r�ire- tirm ciiates ap:gae:Ear 1a1B:r:.r each cemlilfi�.�aaiarl �anE:m. G Y 1 II ,I Df t r.l A:'cE II .t�aricl ES'i p:t E,n,gin� „ llI iof iin t h1:q;l.114vwv,.�El :rc�iori." rnri e,dv Card IsSU 21 Ell 11 r2:(11'ie r' --------_-..-.....- B. INDIVIDUAL(S) OVERSEEING IMPLEMENTATION OF, REVISING AND/OR AMENDING THE SWPPP AND INDIVIDUALS PERFORMING INSPECTIONS FOR THE PROJECT. ONE OF THESE INDIVIDUALS MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. [MINN. R. 7090] NAME COMPANY ADDRESS 1 ADDRESS 2 PHONE EMAIL "BEST MANAGEMENT PRACTICES (BMPS)" MEANS THE MOST EFFECTIVE AND PRACTICABLE MEANS OF EROSION PREVENTION AND SEDIMENT CONTROL, AND WATER QUALITY MANAGEMENT PRACTICES THAT ARE THE MOST EFFECTIVE AND PRACTICABLE MEANS OF TO CONTROL, PREVENT, AND MINIMIZE DEGRADATION OF SURFACE WATER, INCLUDING AVOIDANCE OF IMPACTS, CONSTRUCTION -PHASING, MINIMIZING THE LENGTH OF TIME SOIL AREAS ARE EXPOSED, PROHIBITIONS, POLLUTION PREVENTION THROUGH GOOD HOUSEKEEPING, AND OTHER MANAGEMENT PRACTICES PUBLISHED BY STATE OR DESIGNATED AREA -WIDE PLANNING AGENCIES. [MINN. R. 70901 "CONSTRUCTION ACTIVITY" MEANS ACTIVITIES INCLUDING CLEARING, GRADING, AND EXCAVATING, THAT RESULT IN LAND DISTURBANCE OF EQUAL TO OR GREATER THAN ONE ACRE, INCLUDING THE DISTURBANCE OF LESS THAN ONE ACRE OF TOTAL LAND AREA THAT IS PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE IF THE LARGER COMMON PLAN WILL ULTIMATELY DISTURB EQUAL TO OR GREATER THAN ONE ACRE. THIS INCLUDES A DISTURBANCE TO THE LAND THAT RESULTS IN A CHANGE IN THE TOPOGRAPHY, EXISTING SOIL COVER, BOTH VEGETATIVE AND NONVEGETATIVE, OR THE EXISTING SOIL TOPOGRAPHY THAT MAY RESULT IN ACCELERATED STORMWATER RUNOFF THAT MAY LEAD TO SOIL EROSION AND MOVEMENT OF SEDIMENT. CONSTRUCTION ACTIVITY DOES NOT INCLUDE A DISTURBANCE TO THE LAND OF LESS THAN FIVE ACRES FOR THE PURPOSE OF ROUTINE MAINTENANCE PERFORMED TO MAINTAIN THE ORIGINAL LINE AND GRADE, HYDRAULIC CAPACITY, AND ORIGINAL PURPOSE OF THE FACILITY. ROUTINE MAINTENANCE DOES NOT INCLUDE ACTIVITIES SUCH AS REPAIRS, REPLACEMENT AND OTHER TYPES OF NON -ROUTINE MAINTENANCE. PAVEMENT REHABILITATION THAT DOES NOT DISTURB THE UNDERLYING SOILS (E.G., MILL AND OVERLAY PROJECTS) IS NOT CONSTRUCTION ACTIVITY. [MINN. R. 7090] "DEWATERING" MEANS THE REMOVAL OF SURFACE OR GROUND WATER TO DRY AND/OR SOLIDIFY A CONSTRUCTION SITE TO ENABLE CONSTRUCTION ACTIVITY. DEWATERING MAY REQUIRE A MINNESOTA DEPARTMENT OF NATURAL RESOURCES WATER APPROPRIATION PERMIT AND, IF DEWATERING WATER IS CONTAMINATED, DISCHARGE OF SUCH WATER MAY REQUIRE AN INDIVIDUAL MPCA NPDES/SDS PERMIT. [MINN. R. 70901 "EROSION PREVENTION" MEANS MEASURES EMPLOYED TO PREVENT EROSION SUCH AS SOIL STABILIZATION PRACTICES, PERMANENT COVER OR CONSTRUCTION PHASING. [MINN. R. 7090] "GENERAL CONTRACTOR" MEANS THE PARTY WHO SIGNS THE CONSTRUCTION CONTRACT WITH THE OWNER TO CONSTRUCT THE ENTIRE PROJECT DESCRIBED IN THE FINAL PLANS AND SPECIFICATIONS. WHERE THE CONSTRUCTION PROJECT INVOLVES MORE THAN ONE CONTRACTOR, THE GENERAL CONTRACTOR IS THE PARTY RESPONSIBLE FOR MANAGING THE ENTIRE PROJECT ON BEHALF OF THE OWNER. IN SOME CASES, THE OWNER IS THE GENERAL CONTRACTOR. IN THESE CASES, THE OWNER SIGNS THE PERMIT APPLICATION AS THE OPERATOR AND BECOMES THE SOLE PERMITTEE. [MINN. R. 7090] "GROUNDWATER" MEANS THE WATER CONTAINED BELOW THE SURFACE OF THE EARTH IN THE SATURATED ZONE INCLUDING, WITHOUT LIMITATION, ALL WATERS WHETHER UNDER CONFINED, UNCONFINED, OR PERCHED CONDITIONS, IN NEAR SURFACE UNCONSOLIDATED SEDIMENT OR REGOLITH, OR IN ROCK FORMATIONS DEEPER UNDERGROUND. [MINN. R. 7060] "HOMEOWNER FACT SHEET" MEANS AN MPCA FACT SHEET AVAILABLE ON THE MPCA CONSTRUCTION STORMWATER WEBSITE FOR PERMITTEES TO GIVE TO HOMEOWNERS AT THE TIME OF SALE. R. 7090 [MINN. ] "INFEASIBLE" MEANS NOT TECHNOLOGICALLY POSSIBLE OR NOT ECONOMICALLY PRACTICABLE AND ACHIEVABLE IN LIGHT OF THE BEST INDUSTRY PRACTICES. [MINN. R. 7090 "INITIATED IMMEDIATELY" MEANS TAKING AN ACTION TO COMMENCE SOIL STABILIZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF THE WORK DAY, FOLLOWING THE DAY WHEN THE LAND -DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE, IF THE PERMITTEES KNOW THAT CONSTRUCTION WORK ON THAT PORTION OF THE SITE WILL BE TEMPORARILY CEASED FOR 14 OR MORE ADDITIONAL CALENDAR DAYS OR 7 CALENDAR DAYS WHERE ITEM 23.9 APPLIES. PERMITTEES CAN INITIATE STABILIZATION BY: A. PREPPING THE SOIL FOR VEGETATIVE OR NON -VEGETATIVE STABILIZATION; OR B. APPLYING MULCH OR OTHER NON -VEGETATIVE PRODUCT TO THE EXPOSED SOIL AREA; OR C. SEEDING OR PLANTING THE EXPOSED AREA; OR D. STARTING ANY OF THE ACTIVITIES IN A - C ON A PORTION OF THE AREA TO BE STABILIZED, BUT NOT ON THE ENTIRE AREA; OR E. FINALIZING ARRANGEMENTS TO HAVE STABILIZATION PRODUCT FULLY INSTALLED IN COMPLIANCE WITH THE APPLICABLE DEADLINE FOR COMPLETING STABILIZATION. [MINN. R. 70901 "IMPERVIOUS SURFACE" MEANS A CONSTRUCTED HARD SURFACE THAT EITHER PREVENTS OR RETARDS THE ENTRY OF WATER INTO THE SOIL AND CAUSES WATER TO RUN OFF THE SURFACE IN GREATER QUANTITIES AND AT AN INCREASED RATE OF FLOW THAN PRIOR TO DEVELOPMENT. EXAMPLES INCLUDE ROOFTOPS, SIDEWALKS, DRIVEWAYS, PARKING LOTS, AND CONCRETE, ASPHALT, OR GRAVEL ROADS. BRIDGES OVER SURFACE WATERS ARE CONSIDERED IMPERVIOUS SURFACES. [MINN. R. 7090] "NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)" MEANS THE PROGRAM FOR ISSUING MODIFYING REVOKING REISSUING TERMINATING MONITORING AND ENFORCING PERMITS UNDER THE CLEAN WATER ACT, AS AMENDED (33 U.S.C. 1251 ET SEQ. SECTION 1342 AND 40 CFR PARTS 122, 123, 124 AND 450). [MINN. R. 70901 "NATURAL BUFFER" MEANS AN AREA OF UNDISTURBED COVER SURROUNDING SURFACE WATERS WITHIN WHICH CONSTRUCTION ACTIVITIES ARE RESTRICTED. NATURAL BUFFER INCLUDES THE VEGETATION, EXPOSED ROCK, OR BARREN GROUND THAT EXISTS PRIOR TO COMMENCEMENT OF EARTH -DISTURBING ACTIVITIES. [MINN. R. 7090] "NOTICE OF TERMINATION (NOT)" MEANS THE FORM (ELECTRONIC OR PAPER) REQUIRED FOR TERMINATING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT. [MINN. R. 7090] C. INDIVIDUAL(S) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS. [MINN. R. 7090] NAME COMPANY ADDRESS ADDRESS2 PHONE EMAIL Ville OPERATOR" MEANS THE PERSON (USUALLY THE GENERAL CONTRACTOR), FIRM, GOVERNMENTAL AGENCY, OR OTHER ENTITY DESIGNATED BY THE OWNER WHO HAS DAY TO DAY OPERATIONAL CONTROL AND/OR THE ABILITY TO MODIFY PROJECT PLANS AND SPECIFICATIONS RELATED TO THE SWPPP. THE PERMIT APPLICATION MUST LIST THE OPERATOR AS A PERMITTEE. SUBCONTRACTORS HIRED BY AND UNDER SUPERVISION OF THE GENERAL CONTRACTOR ARE NOT OPERATORS. [MINN. R. 7090] "OWNER" MEANS THE PERSON, FIRM, GOVERNMENTAL AGENCY, OR OTHER ENTITY POSSESSING THE TITLE OF THE LAND ON WHICH THE CONSTRUCTION ACTIVITIES WILL OCCUR OR, IF THE CONSTRUCTION ACTIVITY IS FOR A LEASE, EASEMENT, OR MINERAL RIGHTS LICENSE HOLDER, THE PARTY OR INDIVIDUAL IDENTIFIED AS THE LEASE, EASEMENT OR MINERAL RIGHTS LICENSE HOLDER; OR THE CONTRACTING GOVERNMENT AGENCY RESPONSIBLE FOR THE CONSTRUCTION ACTIVITY. [MINN. R. 70901 "PERMANENT COVER" MEANS SURFACE TYPES THAT WILL PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. EXAMPLES INCLUDE: GRAVEL, CONCRETE, PERENNIAL COVER, OR OTHER LANDSCAPED MATERIAL THAT WILL PERMANENTLY ARREST SOIL EROSION. PERMITTEES MUST ESTABLISH A UNIFORM PERENNIAL VEGETATIVE COVER (I.E., EVENLY DISTRIBUTED, WITHOUT LARGE BARE AREAS) WITH A DENSITY OF 70 PERCENT OF THE NATIVE BACKGROUND VEGETATIVE COVER ON ALL AREAS NOT COVERED BY PERMANENT STRUCTURES, OR EQUIVALENT PERMANENT STABILIZATION MEASURES. PERMANENT COVER DOES NOT INCLUDE TEMPORARY BMPS SUCH AS WOOD FIBER BLANKET, MULCH, AND ROLLED EROSION CONTROL PRODUCTS. [MINN. R. 7090] "PERMITTEES" MEANS THE PERSONS, FIRM, GOVERNMENTAL AGENCY, OR OTHER ENTITY IDENTIFIED AS THE OWNER AND OPERATOR ON THE APPLICATION SUBMITTED TO THE MPCA AND ARE RESPONSIBLE FOR COMPLIANCE WITH THE TERMS AND CONDITIONS OF THIS PERMIT. [MINN. R. 7090] "PROJECT(S)" MEANS ALL CONSTRUCTION ACTIVITY PLANNED AND/OR CONDUCTED UNDER A PARTICULAR PERMIT. THE PROJECT OCCURS ON THE SITE OR SITES DESCRIBED IN THE PERMIT APPLICATION, THE SWPPP AND IN THE ASSOCIATED PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS. [MINN. R. 70901 "PUBLIC WATERS" MEANS ALL WATER BASINS AND WATERCOURSES DESCRIBED IN MINN. STAT. SECT. 103G.005 SUBP. 15. [MINN. R. 70901 "SEDIMENT CONTROL" MEANS METHODS EMPLOYED TO PREVENT SUSPENDED SEDIMENT IN STORMWATER FROM LEAVING THE SITE (E.G. SILT FENCES, COMPOST LOGS AND STORM DRAIN INLET PROTECTION). [MINN. R. 70901 "STABILIZE", "STABILIZED", "STABILIZATION" MEANS THE EXPOSED GROUND SURFACE HAS BEEN COVERED BY APPROPRIATE MATERIALS SUCH AS MULCH, STAKED SOD, RIPRAP, EROSION CONTROL BLANKET, MATS OR OTHER MATERIAL THAT PREVENTS EROSION FROM OCCURRING. GRASS SEEDING, AGRICULTURAL CROP SEEDING OR OTHER SEEDING ALONE IS NOT STABILIZATION. MULCH MATERIALS MUST ACHIEVE APPROXIMATELY 90 PERCENT GROUND COVERAGE (TYPICALLY 2 TON/ACRE). [MINN. R. 7090] "STORMWATER" MEANS PRECIPITATION RUNOFF, STORMWATER RUNOFF, SNOWMELT RUNOFF, AND ANY OTHER SURFACE RUNOFF AND DRAINAGE. [MINN. R. 7090] "STEEP SLOPES" MEANS SLOPES THAT ARE 1:3 (V:H) (33.3 PERCENT) OR STEEPER IN GRADE. [MINN. R. 7090] "STORM WATER POLLUTION PREVENTION PLAN (SWPPP)" MEANS A PLAN FOR STORMWATER DISCHARGE THAT INCLUDES ALL REQUIRED CONTENT UNDER IN SECTION 5 THAT DESCRIBES THE EROSION PREVENTION, SEDIMENT CONTROL AND WASTE CONTROL BMPS AND PERMANENT STORMWATER TREATMENT SYSTEMS. MINN. R. 7090 "SURFACE WATER OR WATERS" MEANS ALL STREAMS, LAKES, PONDS, MARSHES, WETLANDS, RESERVOIRS, SPRINGS, RIVERS, DRAINAGE SYSTEMS, WATERWAYS, WATERCOURSES, AND IRRIGATION SYSTEMS WHETHER NATURAL OR ARTIFICIAL, PUBLIC OR PRIVATE, EXCEPT THAT SURFACE WATERS DO NOT INCLUDE STORMWATER TREATMENT SYSTEMS CONSTRUCTED FROM UPLAND. THIS PERMIT DOES NOT CONSIDER STORMWATER TREATMENT SYSTEMS CONSTRUCTED IN WETLANDS AND MITIGATED IN ACCORDANCE WITH SECTION 22 AS SURFACE WATERS. [MINN. R. 70901 "WATERS OF THE STATE" (AS DEFINED IN MINN. STAT. SECT. 115.01, SUBP. 22) MEANS ALL STREAMS, LAKES, PONDS, MARSHES, WATERCOURSES, WATERWAYS, WELLS, SPRINGS, RESERVOIRS, AQUIFERS, IRRIGATION SYSTEMS, DRAINAGE SYSTEMS AND ALL OTHER BODIES OR ACCUMULATIONS OF WATER, SURFACE OR UNDERGROUND, NATURAL OR ARTIFICIAL, PUBLIC OR PRIVATE, WHICH ARE CONTAINED WITHIN, FLOW THROUGH, OR BORDER UPON THE STATE OR ANY PORTION THEREOF. [MINN. STAT. 115.01, SUBP. 22] "WATER QUALITY VOLUME" MEANS ONE (1) INCH OF RUNOFF FROM THE NET INCREASE IN IMPERVIOUS SURFACES CREATED BY THE PROJECT (CALCULATED AS AN INSTANTANEOUS VOLUME). [MINN. R. 7090] "WETLANDS" (AS DEFINED IN MINN. R. 7050.0186, SUBP. 1A.B.) MEANS THOSE AREAS THAT ARE INUNDATED OR SATURATED BY SURFACE WATER OR GROUNDWATER AT A FREQUENCY AND DURATION SUFFICIENT TO SUPPORT, AND UNDER NORMAL CIRCUMSTANCES DO SUPPORT, A PREVALENCE OF VEGETATION TYPICALLY ADAPTED FOR LIFE IN SATURATED SOIL CONDITIONS. WETLANDS GENERALLY INCLUDE SWAMPS, MARSHES, BOGS, AND SIMILAR AREAS. CONSTRUCTED WETLANDS DESIGNED FOR WASTEWATER TREATMENT ARE NOT WATERS OF THE STATE. WETLANDS MUST HAVE THE FOLLOWING ATTRIBUTES: 1. A PREDOMINANCE OF HYDRIC SOILS; AND 2. INUNDATED OR SATURATED BY SURFACE WATER OR GROUNDWATER AT A FREQUENCY AND DURATION SUFFICIENT TO SUPPORT A PREVALENCE OF HYDROPHYTIC VEGETATION TYPICALLY ADAPTED FOR LIFE IN A SATURATED SOIL CONDITION; AND 3. UNDER NORMAL CIRCUMSTANCES SUPPORT A PREVALENCE OF SUCH VEGETATION. [MINN. R. 7050.0186, SUBP. 1A.B] MAP OF SURFACE WATERS elake INV. 0'Q a m F�ark Y ¢ 6. r ka 124 Gulf Course 132nd St N 125th St N 10111 ►f l_ 1 1171hStN r�.,. r.. a.i �9 STORM WATER POLLUTION PREVENTION PLAN EAGLES LANDING DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. M.Q.A. 20-1906 ORIGINAL DATE: MAY 1, 2020 z O I- d IY 0 U) W 0 z O U) > W fY a) (14 = co >, Eco +Nc� 0)~co co D co aO O f-0 c z Jcto 0) co 3 L) W O c •c JN d c Ln 3 W to N W o co U O � Q N rn 0 J LLI L O - Q 0 z O 1- z W > a 0f Z 0 d cmz Z W Z Z _O ~ z Q CAoa J NMI Of I- W = O I- w PREPARED FOR: VICTOR LAND HOLDINGS SITE PLANNING & ENGINEERING PLOWE ENGINEERING, INC. 6776 LAKE DRIVE SUITE 110 LINO LAKES, MN 55014 PHONE: (651) 361-8210 FAX: (651) 361-8701 C 5.2 940.53 < e e_ GAS G IV W 0-) �� rn co O y m m y 9 v v v v v v I v v v v F=F DRAWN BY: DESIGN BY: M.Q.A. C.W.P. CHCKD BY: PROJ. NO. 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