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09.c1 Laurel Ridge Final Plat - CC Packet 1 | P a g e Date of Meeting: October 15, 2024 To: Honorable Mayor and Member of the City Council From: T.J. Hofer, Consultant City Planner Re: Final Plat for Laurel Ridge Applicant: Dwayne Sikich, Continuum Development Group LLC Zoning: V-N Owner: Mitchell Johnson, Etal Susan Sandager Future Land Use: Village Neighborhood Location: 13942 205th St. N. 22.032.20.13.0001 Review Deadline November 22, 2024 The applicant is requesting approval for a final plat to subdivide a single 39.47-acre parcel for a single-family residential development to be known as Laurel Ridge. The proposed subdivision would create eight lots for development. Access to the lots would be via new individual driveways along 205th Street North. BACKGROUND As was noted during the review of the preliminary plat for Laurel Ridge, the 2040 Comprehensive Plan sets the density of the Village Neighborhood future land use at 1 dwelling unit per 2.5 acres. This conflicts with the density of the Village Neighborhood (V-N) zoning district, 4 units per 40 acres or 1 unit per 1.5 acres if certain conditions are met as outlined in the UDC. Where the City’s adopted zoning code, the UDC, is inconsistent with the Comprehensive Plan, the City Attorney has stated that the Comprehensive Plan should be followed. The City Council approved a rezoning for the subject property (Ordinance 2024-06 and Resolution 08-20-24-01) and a preliminary plat (Resolution 08-20-24-02) at the August 20, 2024, City Council Meeting. 2 | P a g e EVALUATION OF REQUEST Final Plat The applicant is requesting approval of a final plat. The final plat includes eight lots. The proposed layout submitted by the applicant is consistent with the requirements for the V-N district within the UDC, aside from density. As described above, density between the 2040 Comprehensive Plan and UDC are inconsistent. Where the City’s adopted zoning code, the UDC, is inconsistent with the Comprehensive Plan, the City Attorney has stated that the Comprehensive Plan should be followed. The proposed lots will be developed based on market demand. The final plat is consistent with the approved preliminary plat, except where changes were made to meet the conditions established in Resolution 08-20-24-02. Parkland Dedication Creation of new lots through the subdivision process triggers the parkland dedication requirements of the UDC (153.500.090 Subd. 5). This requirement calls for either 5% of the land in the subdivision to be dedicated to the city for parks, or a cash payment in lieu of land be paid to the city. The amount of cash to be paid in lieu of land dedication shall be based on the fair market value of the land to be subdivided at the time of final plat approval, multiplied by the percentage of land required to be dedicated. If cash in lieu is pursued, the following options are listed in the UDC: 1. The City and the developer may agree as to the fair market value; or 2. The fair market value may be based upon a current appraisal submitted to the City by the subdivider at the subdivider’s expense. The appraisal shall be made by appraisers who are approved members of the SREA or MAI, or equivalent real estate appraisal societies. 3. If the City disputes such appraisal the City may, at the subdivider’s expense, obtain an appraisal of the property by a qualified real estate appraiser, which appraisal shall be conclusive evidence of the fair market value of the land. 4. The developer may pay a cash fee of $3,000 for each residential unit created as the presumptive fair market value of the land for which cash is paid. 5. Cash and Land Combination. The City, upon consideration of a particular development, may require that a lesser parcel of land should be dedicated due to particular features of the development. In such cases, a cash contribution shall be required in addition to or in lieu of the land dedication in order to ensure that the development contributes to the park system in rough proportion to its impact. Staff recommends that the City require cash-in-lieu of land at the rate of $3,000 for each residential unit, for a total of $24,000. 3 | P a g e Development Agreement Staff have drafted a development agreement and shared it with the applicant. The applicant is currently waiting for cost estimates regarding the stormwater basins. This estimate will inform a letter of credit for public improvements. At this time, the development agreement is not ready to be approved, however, a draft version has been attached for review. Staff have included a condition that the development agreement be executed before a building permit can be issued for the site. Staff have drafted the condition so that the development agreement can be approved by the City Administrator. If the Council wishes to review the development agreement before approval, this condition should be removed. Review Comments The submittal was sent to city staff and other regulatory agencies for review and comment. Engineering Department The City Engineer has completed a review of the submitted documents and revisions have been completed by the applicant. Public Works Department The Public Works Director had no comment. Fire Department The Fire Chief had no comment. Staff Analysis Staff have reviewed the plat for consistency with the applicant standards outlined in the Comprehensive Plan and UDC and found the plat generally consistent. The final plat is consistent with the preliminary plat and required conditions within Resolution 08-20-24-02. Staff have prepared draft conditions which are detailed below. The City Council may modify these conditions. Staff have drafted the condition so that the development agreement can be approved by the City Administrator. If the Council wishes to review the development agreement before approval, this condition should be removed. COUNCIL ACTION The City Council can do one of the following: 1. Approve, with or without conditions 2. Deny, with findings 3. Table the request for further review/study 4 | P a g e STAFF RECOMMENDATION Staff recommends that the City Council approve of the request for a final plat for a major subdivision for “Laurel Ridge,” subject to the following conditions: 1. The applicant is permitted to create eight lots, as shown on the plans submitted to the City and reviewed with this request. 2. The approval is subject to all conditions in the preliminary approvals, except as amended by this resolution: a. Resolution No. 08-20-24-02 Approving Preliminary Plat, Site Plan Review for a Major Subdivision, and Wetland Review for “Laurel Ridge” Located at Parcel ID 22.032.20.13.0001 b. Ordinance No. 2024-06 An Ordinance Amending the Official Zoning Map to Rezone the Property with PID 22.032.20.13.0001 from Rural Residential General (RR-G) to Village Neighborhood (V-N) c. Resolution No. 08-20-24-01 Approving Findings of Fact for Rezoning for the Property Located at Parcel ID 22.032.20.13.0001 3. The applicant/developer shall provide the City a fee in lieu of park dedication as required by Section 153.500.090 Subd. 5 to be paid prior to recording of the final plat. 4. A development agreement shall be executed between the City and the Developer for the final plat before any building permit is issued for the plat. a. The development agreement shall be reviewed by the City Attorney. b. The development agreement shall be approved by the City Administrator. 5. The applicant shall acquire any required permits from the Carnelian-Marine-St. Croix Watershed District and comply with their requirements and any other applicable federal, state, county, and local permits required for the project. 6. The applicant shall pay all fees and escrows associated with this application. 5 | P a g e Attachments A. Resolution 10-15-24-03 Approving a Final Plat for Laurel Ridge B. Draft Development Agreement C. Location Map D. Application E. Final Plat F. Development Plans CITY OF SCANDIA, MINNESOTA RESOLUTION NO. 10-15-24-03 APPROVING FINAL PLAT FOR “LAUREL RIDGE” LOCATED AT PARCEL ID 22.032.20.13.0001 WHEREAS, Dwayne Sikich of Continuum Development Group (the “applicant”), on behalf of Mitchell Johnson, Susan Sandager, and Sandra Brom (the “owners”), has requested approval for a Final Plat to be known as “Laurel Ridge”, located at Parcel ID 22.032.20.13.0001 and described as follows: The Southwest quarter of the Northeast quarter in Section 22, Township 32 North, of Range 20 West; and WHEREAS, the City Council reviewed the request at the October 14, 2024, meeting; and WHEREAS, the City Council for the City of Scandia has reviewed the proposed Final Plat for consistency with the conditions as identified in Resolution No. 08-20-24-02 granting Preliminary Plat and Ordinance No. 2024-06 rezoning to the Village Neighborhood (V-N) district; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SCANDIA, WASHINGTON COUNTY, MINNESOTA, that the Scandia City Council hereby approves the request for final plat, subject to the following conditions: 1. The applicant is permitted to create eight lots, as shown on the plans submitted to the City and reviewed with this request. 2. The approval is subject to all conditions in the preliminary approvals, except as amended by this resolution: a. Resolution No. 08-20-24-02 Approving Preliminary Plat, Site Plan Review for a Major Subdivision, and Wetland Review for “Laurel Ridge” Located at Parcel ID 22.032.20.13.0001 b. Ordinance No. 2024-06 An Ordinance Amending the Official Zoning Map to Rezone the Property with PID 22.032.20.13.0001 from Rural Residential General (RR-G) to Village Neighborhood (V-N) c. Resolution No. 08-20-24-01 Approving Findings of Fact for Rezoning for the Property Located at Parcel ID 22.032.20.13.0001 3. The applicant/developer shall provide the City a fee in lieu of park dedication as required by Section 153.500.090 Subd. 5 to be paid prior to recording of the final plat. 4. A development agreement shall be executed between the City and the Developer for the final plat before any building permit is issued for the plat. a. The development agreement shall be reviewed by the City Attorney. b. The development agreement shall be approved by the City Administrator. 5. The applicant shall acquire any required permits from the Carnelian-Marine-St. Croix Watershed District and comply with their requirements and any other applicable federal, state, county, and local permits required for the project. 6. The applicant shall pay all fees and escrows associated with this application. Whereupon, said Resolution is hereby declared adopted on this 15th day of October, 2024. Christine Maefsky, Mayor ATTEST: Kyle Morell, City Administrator 1 Received from / Return To: City of Scandia 14727 209th St. N. Scandia, MN 55073 CITY OF SCANDIA WASHINGTON COUNTY, MINNESOTA DEVELOPMENT AGREEMENT Laurel Ridge THIS DEVELOPMENT AGREEMENT (“Agreement”) is made this ____ day of , 2024 by and between the CITY OF SCANDIA, a municipal corporation and political subdivision organized under the laws of the State of Minnesota (“City”), CONTINUUM DEVELOPMENT GROUP, LLC, a Minnesota limited liability company (“Developer”) and Mitchell H. Johnson, Susan K. Sandager, and Sandra J. Brom (collectively, the “Property Owner”). (The City, Developer, and Property Owner are also collectively referred to as the “the “Parties” and individually as a “Party”). RECITALS WHEREAS, the Property Owner owns approximately 39.47 acres of real estate commonly known as 13942 205th Street N, Scandia, Minnesota, Parcel ID 22.032.20.13.0001 and legally described on Exhibit A attached hereto (the “Property”). WHEREAS, on behalf of the Property Owner, the Developer has applied for a rezoning of the Property as well as site plan, preliminary plat, and wetland review for a major subdivision of the Property in connection with a redevelopment of the Property to be known as “Laurel Ridge.” WHEREAS, on August 20, 2024, the City Council passed Resolution No. 08-20-24-01, Approving Findings of Fact for Rezoning for the Property Located at Parcel ID 22.032.20.13.0001. The existing site is a 39.47-acre parcel, zoned as of August 20, 2024, as Rural Residential General (RR-G) and guided by the Scandia 2040 Comprehensive Plan as Village Neighborhood. The site is 2 currently used for agricultural purposes and contained one dwelling unit, which was recently razed. WHEREAS, on August 20, 2024, the City Council passed Resolution No. 08-20-24-02, Approving Preliminary Plat, Site Plan Review for a Major Subdivision, and Wetland Review for “Laurel Ridge” Located at Parcel ID 22.032.20.13.0001. Per the preliminary plat, the eight (8) single- family lots vary in size between 4.38 and 4.49 acres. WHEREAS, on August 20, 2024, the City Council adopted Ordinance 2024-06 rezoning the Property from Rural Residential General (RR-G) to Village Neighborhood (V-N). WHEREAS, one of the conditions of the preliminary plat approval imposed by the City required the Developer and the Property Owner to enter into a Development Agreement with the final Plat detailing the terms that will govern the development of the Property. WHEREAS, on ______, 2024, the Scandia City Council approved the final Plat known as Laurel Ridge, with certain required conditions as memorialized by Resolution 2024-____. WHEREAS, one of the conditions of the final Plat approval imposed by the City requires the Developer and the Property Owner to enter into this Development Agreement detailing the terms that will govern the development of the Property. WHEREAS, it is the policy of the City (i) to enter into development contracts as described in Minnesota Statutes Section 462.358, Subdivision 2(a) and, (ii) for a developer to meet the requirements set forth in Scandia UCD Section 153.500.90, Subd. 4, entitled “Development Agreement”. WHEREAS, the Parties desire to set forth the respective rights and obligations of the Parties with this Agreement. NOW, THEREFORE, in consideration of the premises and of the mutual promises and conditions contained herein, it is agreed by the Parties hereto as follows: ARTICLE I DEFINITIONS 1.1 Definitions. In this Agreement, unless a different meaning clearly appears from the context: "Agreement" means this Development Agreement by and between the City, the Developer, and the Property Owner as the same may from time to time be mutually modified, amended, or supplemented by a signed written agreement. "City" means the City of Scandia, Minnesota. “City Council” means the governing body for the City. 3 "Construction Plans" means the plans, specifications, drawings and related documents describing all construction work and improvements to be performed, installed or constructed by Developer on the Property pursuant to this Agreement. "Developer" means Continuum Development Group, LLC, a Minnesota limited liability company, or its successors or assigns. "Improvements" means all improvements installed and constructed as part of the Project, including, but not limited to, access, utility, and site-related improvements, on the Property in conformity with the Construction Plans. “Indemnified Parties” means the City governing bodies’ members, officers, agents, consultants, legal counsel, employees, and civil servants. “Plat” means the plat of Laurel Ridge, approved by the Scandia City Council as memorialized by resolution 2024-__. "Property" means the real estate described on the attached Exhibit A. “Property Owner” means collectively, Mitchell H. Johnson, Susan K. Sandager, and Sandra J. Brom or their successors or assigns. "Project" means the development and construction on the Property by Developer of the Improvements pursuant to the terms of this Agreement. “Public Improvements” means all Improvements constructed as part of the Project on public right-of-way or within public easements to be dedicated to the City upon completion. “Private Improvements” means all Improvements to be installed and constructed on the Property in conformity with the Construction Plans that are not dedicated to the City. “UDC” means Chapter 153 Scandia Unified Development Code. "Unavoidable Delays" means delays, outside the control of the Party claiming an occurrence, which are the direct or indirect result of strikes, other labor troubles, unusually severe or prolonged bad weather, acts of God, fire or other casualty to the Improvements, litigation, or other administrative procedures commenced by third parties which, by injunction or other similar judicial action, directly result in delays, or acts or requirements of any federal, state or local governmental unit (other than the City acting in its contractual capacity under this Agreement) which directly results in delays. ARTICLE II IMPROVEMENTS-PUBLIC AND PRIVATE 2.1 Right to Proceed. The Parties acknowledge and agree that the Property is properly 4 zoned and classified for Developer’s and Property Owner’s desired use. Developer may not construct any Improvements until all the following conditions precedent have been satisfied: City approval of the Construction Plans; issuance of all permits, including but not limited to the Carnelian-Marine-St. Croix Watershed District (“CMSCWD”) permit; and, deposit of (i) the Stormwater Management Basin Maintenance Fee pursuant to Section 2.2.5 of this Agreement, (ii) the Parkland Dedication Fee pursuant to Section 2.2.8 of this Agreement, (iii) the additional cash escrow pursuant to Section 2.4 of this Agreement, and (iv) the Security for Public Improvements pursuant to Article III of this Agreement. 2.2 Development. The Property shall be developed in accordance with the approved Plat, Construction Plans, all City codes and regulations, and any additional and further requirements as may be established. If the Construction Plans vary from the written terms of this Agreement, the written terms shall control unless such variation from this Agreement is specifically acknowledged in the Construction Plans. The construction, installation, materials and equipment shall be in accordance with the plans and specifications approved by the City. All the work shall be under and subject to the inspection and approval of the City, the City Engineer, and, where appropriate, any other governmental agency having jurisdiction. In addition, the Developer shall meet the following requirements: 2.2.1. Wetlands; Conservation Easement and Offsite Wetland Buffer. A wetland delineation has been submitted; one natural wetland exists on the Property, which is located on Lot 2, Block 1 of the Plat and is labeled as “Wetland #1” and another exists offsite to the south of the southerly boundary of the Property where the 75’ Offsite Wetland Buffer is depicted on the site plan. The City has determined that Wetland #1 is a “manage 2” wetland and will require a 50’ setback for structures and impervious surfaces and a 75’ setback for sewage treatment systems. Proposed Lot 2, Block 1 of the Plat, contains an existing driveway that will be removed by the Developer. The site plan shows the proposed driveway for proposed Lot 2, Block 1 of the Plat (the “Proposed Lot 2 Driveway”) outside of the required setback. The location of the Proposed Lot 2 Driveway outside of the required setback as shown on the site plan must be confirmed prior to issuance of a building permit for Lot 2, Block 2 of the Plat. A 65’ Conservation Easement and 75’ Offsite Wetland Buffer along the southerly boundary of Lots 2 and 3, Block 2 of the Plat, as depicted on the site plan will be preserved as natural open space. 2.2.2. Subdivision, Lots, Septic and Well, Utilities. The subdivision will create eight (8) lots for development. Any development on the Property must meet the current City ordinance’s dimensional standards, building type and materials, and architectural standards and be substantially consistent with the Construction Plans reviewed and approved by the City. Each lot will be served by individual septic systems and wells. Wells must be constructed in accordance with all rules and regulations of the Minnesota Department of Health. Septic systems must be constructed in accordance with all standards, rules, and regulations of Washington County. All private and public utilities must be placed underground and shall comply with standards set forth in the City’s Engineering Standards and Detail Specifications, as applicable. 2.2.3. Streets, Access, and Parking. The Plat will dedicate 100’ of right-of-way for 205th Street North and 30’ of right-of-way for Novak Avenue N. As determined at the City Council meeting on September 19, 2023, all Parties agree to waive any construction improvements to 205th 5 Street North and it shall remain as it is on the date hereof based on the low traffic demand, existing conditions and to reduce impervious area per Scandia UDC Section 153.400.050 and 153.400.070. Notwithstanding, the foregoing any and all damages to North 205th Street, or any other roadways surrounding the project due to construction traffic or construction related usage shall be repaired by Developer prior to the closeout of the Project to at least the same conditions existing prior to the commencement of construction or better all in accordance with the applicable City, Washington County or State of Minnesota laws, regulations, ordinances and standards and at Developer’s sole cost and expense. In addition, no improvements are proposed by the Developer to Novak Avenue N. No streetlights are required or allowed in connection with the development as required in the Scandia UDC Section 153.400.020 Subd. 3 (g) VI. The Plat shows each lot with individual driveway access off of 205th Street North which is identified as a “minor collector”. Spacing for minor collectors is identified as a variable in the Scandia UDC. The access spacing for the driveways as shown on the Plat has been reviewed by the City Engineer and is consistent with the UDC and the City’s Engineering Standards.. Parking will be provided on and for each lot when it is developed; parking is required to be provided at a rate of two (2) spaces per single family dwelling per Table 153.400.080-1 of the UDC. The required parking will likely be provided through garages and driveway parking. 2.2.4. Landscaping and Woodland Preservation. Table 153.400.060-1 of the UDC establishes landscaping requirements for single-family residential uses and requires five (5) trees per lot being required to be planted prior to a building permit and/or house construction and landscaping work being completed. The Developer’s landscaping plan (the “Landscape Plan”) shows the planting of at least five trees on each lot except Lot 3, Block 1 and Lot 4, Block 2 of the Plat, both of which are heavily wooded. Trees fulfilling the requirements for landscaping in the UDC may not be less than 25% deciduous and not less than 25% coniferous. The Landscape Plan shows the planting of 33.4% coniferous trees (12 trees) and 66.6% deciduous trees (24 trees). The Developer has provided a ground cover seeding plan as part of the Landscape Plan. All front, side, or rear yards facing a right-of-way must be treated with a ground cover material consisting of either lawn and/or native prairie grasses. The ground cover must be established one year from the date of occupancy. In addition, a financial guarantee for landscaping shall be submitted as required by the current City ordinances when any lot is developed. The UDC requires a Woodland Preservation Plan be prepared for any preliminary plat where significant trees or significant woodlands exist in the proposed construction zone. The Developer has prepared a tree inventory and replacement plan prepared by a landscape architect as part of the Landscape Plan. The Developer is proposing to remove 44 trees for a total of 432 caliper inches. Replacement is required whenever significant trees or woodlands are removed. The number of replacements is determined by the size and class of the trees removed and the UDC details three different ratios that can be utilized. These ratios differ based on the size of the replacement trees. Using Table 153.400.070-1. Significant Tree Replacement Schedule Option C the Developer will replace the removed trees with 152 deciduous trees and 48 coniferous trees, for a total of 200 trees. These plantings are largely proposed along proposed lot lines and along the borders of proposed stormwater basins. The City can require changes to planting locations to ensure the best possible layout to preserve significant trees and significant woodland and to enhance the efforts to minimize damage to significant trees and woodland. 6 The Woodland Preservation Plan is subject to a warranty of two (2) years and a performance guarantee to ensure the plantings remain healthy and are not negatively impacted by construction activity. Section 153.400.070 Subd. 2 (B) VII of the UDC provides that any replacement tree which is not alive or healthy, as determined by the City or which subsequently dies due to construction activity within two (2) years of the tree’s planting, shall be removed by the applicant and replaced with a new healthy tree meeting the same minimum size requirements within eight (8) months of removal. Section 153.400.070 Subd 2 (B) XIII requires the Developer to provide the required performance guarantee following preliminary approval of the Woodland Preservation Plan and prior to any construction and/or grading. The amount of the performance guarantee to be submitted, specific to the Woodland Preservation requirements, will be calculated as follows: (i) An amount to guarantee preservation of all trees identified by the approved Woodland Preservation Plan to be preserved within the construction zone shall be deposited with the City. The amount will be calculated by multiplying the total caliper inches of significant trees to be preserved by the rate of payment of $100.00 per caliper inch and the total square feet of significant woodland to be preserved at the rate of $1.50 per square foot; and (ii) Following written request by the Developer for acceptance, the performance guarantee will be released upon verification by the City that the Woodland Preservation Plan was followed and that the Developer complied with the tree replacement schedule. In no event will the performance guarantee be released earlier than completion of the warranty requirements. Clearing and grubbing will be required in the public right of way along 205th Street N from the west end of the Plat to the east end of Plat to ensure there is adequate site distance at driveway connections for public safety. 2.2.5. Carnelian-Marine-St. Croix Watershed District, MPCA, and Stormwater Management. Developer shall comply with all requirements imposed by the CMSCWD and the Minnesota Pollution Control Agency (“MPCA”) including securing the proper CMSCWD and MPCA permits and compliance with such permits. The Developer is proposing stormwater management on the Property through eight (8) separate basins. These basins are in low spots on the Property that will be improved and the existing Wetland #1, which will remain in its natural state and will not be converted to a stormwater basin. The Plat includes drainage and utility easements over the basins as well as where drainage crosses private property. Basins #1, #2, and #4 as shown on the Plat (collectively, the “Public Basins”) shall be owned by the City after final Project completion by Developer and acceptance by the City, and prior to completion and acceptance by the City, if required by the City, Developer shall enter into a maintenance agreement for stormwater management and buffer requirements needed for stormwater management. Developer has paid to the City, a Stormwater Management Basin Maintenance Fee in the amount of $55,000 as reimbursement to City for future staffing and maintenance costs associated with the Public Basins. Basins #5, #6, #7, and #8 as shown on the Plat (collectively, the “Private Basins”) shall be privately owned by the individual lot owners after final Project completion and all such lot owners will be required to maintain the Private Basins in compliance with all CMSCWD and MPCA rules and regulations as well as any other applicable Federal, State, County and City laws, ordinances and regulations. Developer and Property Owner will provide a maintenance declaration (“Privately Owned Basin Maintenance Declaration”) in form and substance acceptable to the City to be executed by the Property Owner and recorded against the Property prior to the first lot sale which Privately Owned Basin Maintenance 7 Declaration shall evidence the foregoing maintenance obligations of the lot owners and shall set forth all terms and conditions, and standards for such maintenance. Prior to final acceptance by the City of the Public Basins the following must be received from Developer and approved by City: (i) Final as-built field record plans of all Public Basins and all Private Basins; (ii) Final field record plans of all turf mix installed, including a complete listing of all vegetation names/types installed as part of the stormwater facilities; (iii) Evidence of removal of all erosion control devices. All stormwater facilities, including but not limited to, the turf mix, the Private Basins, and the Public Basins, installed pursuant to the Stormwater Management Plan and/or Construction Plans shall be guaranteed by Developer for a period of one (1) year after the basins have been formally accepted by the City. Upon the one (1) year expiring an inspection will be completed to ensure turf restoration is established and no erosion issues have developed. 2.2.6. Construction/Building Plans/Pre-Construction Meeting. All structures, signs, buildings, and the like must comply with applicable City codes and regulations and state, county, watershed district, and local laws and regulations. A preconstruction meeting is required to be held prior to any construction activity starting on site. Developer shall invite representatives from the City, Watershed, and applicable private utility owners to attend with adequate advance notice of the time, place, and date of the meeting. 2.2.7. Architectural Design Standards. The proposed subdivision will fall within the Character Area: Village Districts (V-N, V-C, and V-HC), Character Standards within the Village districts are established for any multifamily residential, commercial, and industrial uses that propose a new structure, expansion, or modification of an existing structure. Based on the exception for single-family detached residences, the Character Area Standards do not apply to the application, but development on each lot will be reviewed with the associated building permit for conformance with the code where applicable. 2.2.8. Parkland Dedication. Developer has paid to the City a Parkland Dedication fee in the amount of $3,000 for each residential unit, which for this Project means a Parkland Dedication fee payment in the total amount of $24,000. 2.2.9. Review and Approval; Agreements; Declarations, Restrictions, and Agreements Running with the Land. Developer shall review and approve and execute all documents necessary to meet the terms and conditions of this Agreement. To the extent reasonably required by the City, Developer shall execute declarations, restrictions, easements, or agreements that run with the land and bind successors-in-interest to ensure compliance with the terms and conditions of this Agreement. 2.3 Construction and Installation by Developer. Developer shall promptly begin and diligently prosecute to completion the construction of the Improvements at Developer's sole cost and expense, pursuant to the following terms and conditions: 8 2.3.1 All site grading, common greenway and open spaces, storm water storage ponds, and surface drainage ways, shall be in accordance with a grading, drainage and site plan approved by the City Engineer. Any changes to the grading plan during construction shall be submitted to the City for approval. An as-built grading plan must be submitted to the City Engineer for review. Each building site must conform to the grading plan approved by the City prior to a building permit being issued. 2.3.2 Developer shall control soil erosion ensuring: A. All development shall conform to the natural limitations presented by the topography and soil of the subdivision in order to create the best potential for preventing soil erosion. Developer shall submit an erosion control plan, detailing all erosion control measures to be implemented during construction, to the City for approval prior to the commencement of site grading or construction. B. Erosion and siltation control measures shall be coordinated with the different stages of development. Appropriate control measures as required by the City Engineer shall be installed prior to development and as may be necessary to control erosion. C. Land shall be developed in increments of workable size such that adequate erosion and siltation controls can be provided as construction progresses. The smallest practical area of land shall be exposed at any one period of time. D. Where the topsoil is removed, sufficient arable soil shall be set aside for re-spreading over the developed area. The topsoil shall be restored to a depth of at least four (4) inches and shall be of a quality at least equal to the soil quality prior to development. E. Developer shall not locate its equipment within any public right-of- way without the express written consent of the City Engineer. 2.3.3 Developer shall place permanent iron monuments at all lot and block corners and at all other angle points on boundary lines as required by Minnesota Statutes, Chapter 505, as may be amended. Iron monuments shall be replaced after all street and lawn grading has been completed in order to preserve the lot markers. 2.3.4 Developer shall be responsible for street maintenance, including curbs, boulevards, sod, and street sweeping until the Project is complete. All streets shall be maintained free of debris and soil until the subdivision is completed. Warning signs shall be placed when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. The repair of any damage done to the streets or public utilities by Developer or any of its contractors or subcontractors, shall remain the financial responsibility of the Developer. 2.3.5 Developer shall ensure that all construction traffic related to the Project, 9 including but not limited to construction access for materials and equipment shall be from Olinda Trail (CSAH 3) onto 205th Street North west bound for incoming construction traffic and from 205th Street North east bound onto Olinda Trail (CSAH 3) for outbound construction traffic. All other means of ingress and egress to and from the Project for construction related purposes are strictly prohibited. Any and all damages to Olina Trail (CSAH 3), North 205th Street, or any other roadways surrounding the project due to construction traffic or construction related usage shall be repaired by Developer in accordance with the applicable City, Washington County or State of Minnesota laws, regulations, ordinances and standards at Developer’s sole cost and expense. 2.3.6 Developer shall comply with all applicable requirements and regulations promulgated from the Minnesota Office of Pipeline Safety. The Developer shall hold harmless and indemnify the City from any and all loss or damage resulting from its failure to comply with these requirements including but not limited to expenses the City incurs in correcting errors in information provided by Developer its agents or contractors or remediating problems resulting there from in the right of way. Upon failure to provide full documentation as required, the City shall notify Developer and Developer shall have 30 days to secure full compliance. Failure to comply will result in the work being assigned by the City to an outside professional for completion of the necessary work. Any costs incurred in resolving these requirements shall be assessed to the property or offset from security required under this agreement. The City shall document the time and materials required to review, confirm and accept the installation documentation and shall invoice Developer for the costs based on the actual work involved or on a fee schedule adopted by the City Council. 2.3.7 All utilities necessary to service each lot shall be installed from 205th Street North to the lot line of each respective lot at Developer’s expense, including but not limited to, electric, gas, telephone, and cable. Electrical distribution lines located or to be located upon the site shall be installed and maintained underground. 2.3.8 Any individual disposal system shall comply with and be approved by the Washington County Subsurface Sewage Treatment Systems (“SSTS”). 2.3.9 Developer shall complete construction, materials testing during the construction, such as gradations, compaction tests, and bituminous testing meeting City standards and MnDOT Standards of Specifications for Construction, if the Project requires. 2.4 Costs and Fees. Developer agrees to pay the actual and reasonable fees and costs equal to the technical, planning, and administrative review and process costs of the City and its consultants, and the publication costs that are associated with performing necessary reviews and approval services relating to the Plat, Construction Plans and this Agreement. Developer will be responsible for development fees/permits as required by the City, Washington County, and the CMSCWD. Developer shall cause an additional Seven Thousand Eight Hundred and 00/100 Dollars ($7,800.00) to be deposited in escrow with the City for estimated City costs and fees. 10 (a) Legal Fees. Developer agrees to pay all of the City’s reasonable legal fees and costs incurred in relation to the development of the Property, whether performed by the City Attorney or its designee, including, but not limited to, the review of all documents, plans, and plats submitted by Developer, the negotiation and drafting of this Agreement, all legal research, the drafting of any related documents, including resolutions and ordinances, as well as any time incurred in the various and miscellaneous legal involvements which have been or are required during the development processes. (b) Engineering. Developer agrees to pay all of the City engineering fees and costs incurred in relation to the approval of this Project, whether provided by the City Engineer, a staff engineer or technician or designated employee or by a consultant, including, but not limited to, the review of all documents, plans, and plats submitted by Developer, and oversight of the Project. (c) Planning. Developer agrees to pay all of the City’s planning fees and costs incurred in relation to the approval of this Project, whether provided by staff, technicians, designated employees, or by a consultant, including, but not limited to, the review of all documents, plans, and plats submitted by Developer, and oversight of the Project. (d) Inspection Fees and Costs. Developer agrees to reimburse the City for the costs of inspection and related services provided by the City or by a consultant on the basis of all such services rendered. The inspector of the Improvements on behalf of the City shall be chosen by the City. In the event that the inspector chosen by the City for site inspection during the improvement construction phase is someone other than an employee of the City, the City Engineer may require involvement by his firm in oversight of those inspection processes from time to time as deemed necessary. 2.5 Private Water and Sewer. All sanitary sewer and water for the Property shall be privately owned and maintained. Developer shall be responsible for the installation, pursuant to plans approved by the City, of private community sanitary sewer and treatment facilities. ARTICLE III CONSTRUCTION OF AND SECURITY FOR IMPROVMENTS 3.1 Public Improvements. The construction of the Project shall also be expressly conditioned upon construction of certain Public Improvements and conditions regarding the Public Improvements. The Public Improvements, and the conditions regarding the Public Improvements are as follows: (a) Developer shall permit the City Engineer to supervise the details relating to the construction of the Public Improvements and grant the City Engineer the authority to coordinate the work to be done with any work that is done or contracted by the community in the vicinity. The project manager shall be granted authority on behalf 11 of the Developer to make decisions related to the construction of the required Public Improvements as they may arise during the course of the construction. (b) Construction Plans for the Public Improvements shall be prepared at Developer’s sole cost and expense using appropriate state certified professionals or licensed professionals. Said plans, together with the quantities of construction items, and an estimate of total costs, shall be submitted to City Engineer for approval. 3.2 Storm Drainage System. Storm drainage shall be provided by means of storm sewers, culverts, ditches, Storm Water Best Management Practices (BMP’s), and appurtenances in the public right-of-way and/or in drainage easements where required and/or within natural areas (where applicable and permitted), all in accordance with storm drainage plans prepared by Developer and approved by the City and entirely at the Developer’s sole expense. All storm drainage shall be in conformance with the approved Construction Plans. 3.3 Insurance Policy Endorsements, Developer shall provide evidence of insurance to the City naming the City as additional insured on a primary and noncontributory basis with respect to comprehensive general liability coverage for the Public Improvements work performed by the Developer. The comprehensive general liability coverage will carry limits of not less than $1M per occurrence and $2M in the aggregate. The coverage shall be issued on an occurrence basis for this project. In addition, the Developer shall carry or cause its contractors and subcontractors to carry liability coverage for all vehicles and hired and non-owned vehicles with limits acceptable to the City. The Developer and its contractors shall all carry Workers Compensation coverage to the extent required by law at the statutory limits. The policies shall be written by an insurance company licensed to do business in Minnesota. Developer shall provide not less than 30 days’ written notice to the City prior to change, modification or termination of said policy. Such notice provisions shall be in the unconditional affirmative, phrases such as “shall endeavor to notify” are unacceptable and shall be rejected. 3.4 Warranty and Warranty Bond. Developer warrants all work required to be performed by it against poor material and faulty workmanship for a period of two years after its completion and acceptance by the City of the Public Improvements per this Agreement. The Developer shall provide the City a warranty bond in an amount equal to the value of the Public Improvements in a form acceptable to the City or its staff. The warranty bond provided by Developer shall be effective beginning on the date of City accepts the Public Improvements and shall remain in effect until it terminates on the same date two years after the City’s acceptance of the Public Improvements. All contracts entered into by Developer for construction of the Public Improvements shall provide for a guarantee of the workmanship and materials for a period of two years following the completion and final acceptance of all Public Improvements by the City Council. All such contracts shall also conform to the ordinances and specifications of the City in the construction of all Public Improvements and the directives of the City Engineer. Any and all warranties obtained by Developer for Public Improvements via this Agreement are deemed assigned by Developer to the City upon acceptance of the Public Improvements by the City. 12 3.5 Dedication. Subject to all other provisions of this Agreement, upon completion and City acceptance of the work and construction required by this Agreement, Developer shall, without charge to the City, unconditionally give, grant, convey title and fully dedicate the Public Improvements lying within public rights-of-way and easements to the City, in fee simple, free and clear of all monetary encumbrances, together with, including without limitation, all lands upon which they stand, and all structures, mains, conduits, pipes, lines, machinery, equipment, and appurtenances which may in any way be a part of or pertain to such improvements and together with any and all necessary easements for access thereto. After such dedication and acceptance thereof by the City, said Public Improvements shall thereafter be under the jurisdiction of the City and subject to inspection by the City Engineer or its representatives, and the City shall have the right to connect or integrate other sewer or water facilities as the City decides, with no payment or award to, or consent required of Developer. The dedication of any Public Improvements shall not be considered accepted by the City for public ownership until such time as the Public Improvements within the intended dedication have been completed and accepted by the City Council by adoption of a resolution accepting such dedication. Developer shall be responsible and liable for the maintenance, safety, and operation of all Public Improvements until such time as the Public Improvements are accepted by the City Council by resolution. In the event the City must take measures to maintain, operate, or make safe a Public Improvement currently existing or required as a result of the land division, but which has not yet been accepted by the City, the costs of such measures shall be deemed City-incurred costs and reimbursed to the City by Developer. 3.6 Security for Public Improvements. To guarantee compliance with the terms of this Agreement and payment of the costs and construction of the Public Improvements, Developer shall furnish the City a cash deposit, certified check, or Irrevocable Letter of Credit (in a form to be approved by the City Attorney) in an amount to be determined by the City in its sole discretion based upon review by the City Engineer of cost quotes from Developer’s contractor or contractors, which security amount (125% of Total Public Improvements) is currently estimated to be $76,000.00 based on the costs quotes presently supplied by Developer. In case a letter of credit is posted, the City shall have the right to apply against the letter of credit any bills incurred by the Developer or the City with regard to the Public Improvements, however, the City shall provide Developer the opportunity to pay for said Public Improvements as bills are incurred, in cash, rather than applying payments against the Letter of Credit, if a letter of credit is used in lieu of a cash escrow by Developer. In such case, Developer shall have 10 business days from the time of submission of the bill by the City to the Developer to pay to the City such amount in cash so that the City can use the payment to pay the amount due in lieu of drawing down on the letter of credit or other escrow on file with the City. The letter of credit shall be automatically renewable until the Public Improvements have been completed to the satisfaction of the City and the City releases Developer from responsibility. The letter of credit shall secure compliance with all terms of this Agreement and all obligations of the Developer hereunder. The City may draw down on the letter of credit without notice if the obligations of the Developer have not been completed as required by this Agreement. In the event of a default under this Agreement by the Developer, the City shall furnish the Developer with written notice by certified mail of Developer’s default under the terms of this Agreement. If the Developer does not 13 cure the default within 14 days of the date of such notice, the City may draw on the letter of credit and take such steps as it deems necessary to remedy the default. With City approval, the letter of credit may be reduced from time to time as financial obligations are paid and Public Improvements and other Developer obligations are completed to the City’s requirements. The City Engineer shall control the reduction of the letter of credit based upon the request of the Developer demonstrating satisfactory completion of elements of the Public Improvements. The City Engineer shall not authorize reduction of the letter of credit to an amount lower than 125% of the cost of the remaining work, subject to satisfaction of all of the Developer’s financial obligations to the City. The letter of credit will not be reduced below 10% of the original amount until final acceptance of the Public Improvements by City Council. Developer has submitted a total bid of all work necessary for the completion of the Public Improvements. No change order increasing or decreasing the contract expense shall be authorized by the Developer without first notifying the City Engineer of the change and obtaining approval of same. The letter of credit shall be released in full and returned to the Developer within 30 days of (i) completion of all of the Public Improvements included in the calculation of the letter of credit and final acceptance of the improvements by the City Council; (ii) satisfaction of all financial obligations by the Developer to the City. Prior to releasing any portion of the letter of credit or accepting another letter of credit in replacement, the City shall first be satisfied that all work regarding the Public Improvements has been completed according to the Construction Plans. ARTICLE IV GENERAL PROVISIONS 4.1 Permits. Developer shall secure all necessary approvals and permits from all appropriate federal, state, watershed, regional and local jurisdictions prior to the commencement of site grading or construction. Further, Developer shall provide proof of any and all permits requested by the City prior to the pre-construction conference with the City. 4.2 Final Platting. Developer has complied with the final platting requirements as required in Chapter Three, Section 10 of the City Development Code and hereby agrees to complete the development in accordance with the final Plat in compliance with City Code. 4.3 Establishment of Construction Schedules. The City Engineer shall have the right to approve construction schedules for the Improvements as proposed by Developer. 4.4 Incorporation of Reference. All plans, specifications and contracts for the Improvements shall be and hereby are made a part of this Agreement by reference as if fully set out herein. 4.5 Administrative and Miscellaneous Expenses. Any and all administrative, legal or engineering costs which Developer is required to pay to the City, which costs may be offset against the Developer’s escrow deposited with the City, however Developer shall be given the opportunity to review and comment on such costs prior to the application by the City to the escrow for the payment of the same. Should the Developer dispute the reasonableness of any of the City's charges, Developer 14 shall have the right to submit any such dispute to arbitration at Developer's sole and exclusive expense. Arbitration shall be conducted by the American Arbitration Association and shall be initiated and paid for by Developer. The prevailing party shall reimburse the non-prevailing party for arbitration expenses, which does not include attorney’s fees. 4.6 Indemnification. To the fullest extent permitted by law, Developer and Property Owner shall indemnify and hold harmless the Indemnified Parties against loss or damages to property, or against personal injury or death of any person occurring at or about or resulting from any defect in the Project, disregard to any safety protocols and workplace ordinances or any other loss, expense, or penalty except for and to the extent caused by any willful misrepresentation or any willful wanton misconduct of the Indemnified Parties. 4.7 Council Imposed Conditions. The City Council has imposed the following conditions as conditions precedent to approval and further permitting of the development: 4.7.1 The City Engineer’s approval of the street, utility, grading, and drainage plans is required. 4.7.2 Upon the City Engineer’s approval of the Construction Plans and specifications, final construction plans reflecting all approved revisions shall be submitted to the City. Developer shall submit three full size and two reduced sets of the final Construction Plans. 4.7.3 In the event Developer desires to establish an owner’s association, bylaws, articles of incorporation, or protective covenants for the Project, said instruments must be submitted to the City Attorney for review and approval. 4.8 No Reconveyance. Property Owner shall not reconvey the Property to any third party, other than the Developer, without the express consent of the City until all Public Improvements have been fully completed. ARTICLE V EVENTS OF DEFAULT 5.1 Events of Default. The following shall be “Events of Default” under this Agreement and the term “Events of Default” shall mean, whenever it is used in this Agreement, any one or more of the following events: 5.1.1 Failure by Developer or the City to substantially observe or perform any material covenant, condition, obligation, or agreement on its part to be observed or performed under this Agreement. 5.1.2 Failure by any Parties to pay any monetary obligation required by this Agreement. 15 5.2 Remedies on Default. 5.2.1 Upon the occurrence of an Event of Default for any reason, the non- defaulting Party shall give written notice of the default to the defaulting Party. If the Event of Default is not cured or waived, or the period for cure extended, within thirty (30) days of said notice, then the Parties shall have all rights available at law including the filing of a lawsuit to compel performance by, or to obtain a money judgment against, the defaulting Party. The prevailing Party to such an action shall be entitled to an award of its costs, expenses and reasonable attorney’s fees. 5.2.2 If the Event of Default is the failure to pay or reimburse expenses or monies due under the terms of this Agreement, then the amount claimed shall bear interest at a rate of 12% per annum, until paid in full (unless later agreed or adjudicated not to have been due and owing) from the date the period to cure expires. 5.3 No Remedy Exclusive. No remedy in this Agreement conferred upon or reserved to the City or Developer is intended to be exclusive of any other available remedy or remedies, but each and every such remedy shall be cumulative and shall be in addition to every other remedy given under this Agreement now or hereafter existing at law or in equity or by statute. No delay or omission to exercise any right or power accruing upon any default shall impair any such right or power or shall be construed to be a waiver thereof, but any such right and power may be exercised from time to time and as often as may be deemed expedient. 5.4 No Additional Waiver Implied by One Waiver. In the event any provision contained in this Agreement is breached by any party and thereafter waived in writing by any other party, such waiver shall be limited to the particular breach so waived and shall not be deemed to waive any other concurrent, previous or subsequent breach hereunder. ARTICLE VI REPRESENTATIONS AND WARRANTIES OF CITY 6.1 The City is a public body corporate and politic organized and existing under the constitution and laws of the state of Minnesota and has the power to enter into this Agreement and carry out its obligations hereunder. 6 6.2 Legal Authority. The City represents and warrants to the Developer and Property Owner that it has the power, authority and legal right to perform all of the covenants and obligations required to be entered into or performed by the City, as the case may be, under this Agreement. 6.3 Validity. The City represents to Developer and Property Owner that it is empowered to execute and deliver this Agreement and any other agreements and documents, if any, required hereunder to be executed and delivered by the City. This Agreement has been and each such document at the time it is executed and delivered will be duly executed and delivered on behalf of the City. When executed and delivered to Developer, all such agreements shall 16 constitute a legal, valid and binding obligation of the City, enforceable in accordance with its terms. 6.4 No Conflict. City represents to the Developer and Property Owner that the execution and delivery of this Agreement, the consummation of the transactions contemplated in this Agreement, and the execution and delivery of the documents required to be executed, delivered or acknowledged by City will not violate any applicable statute, rule, regulation, judgment, order or decree of the State of Minnesota or a court having jurisdiction over City or its properties. 6.5 Development Property. The City makes no representation or warranty, either express or implied, as to the Development Property or its condition, or that the Development Property shall be suitable for the Developer’s purposes or needs. 6.6 Interest. No representative of the City has either a direct or indirect financial interest in this Agreement, nor will any member of the City Council benefit financially from this agreement within the meaning of Minn. Stat.§ 412.311 and § 471.87 ARTICLE VII REPRESENATATIONS AND WARRANTIES OF DEVELOPER 7.1 The Developer is a Minnesota limited liability company organized and existing in good standing under the laws of the State of Minnesota and has power and authority to enter into this Agreement and to perform its obligations hereunder and is not in violation of any provisions of the State. 7.2 Legal Authority. Developer represents and warrants to the City that all proceedings of Developer necessary to authorize the negotiation and execution of this Agreement and the consummation of the transaction contemplated by this Agreement have been taken in accordance with applicable law. 7.3 Validity. Developer represents to the City that to the best of Developer’s knowledge, this Agreement and all other documents required to be executed and delivered by Developer have been duly and validly authorized, executed and delivered by Developer and will be enforceable against Developer in accordance with their terms. 7.4 No Conflict. Developer represents to the City that the execution and delivery of this Agreement, the consummation of the transactions contemplated in this Agreement, and the execution and delivery of the documents required to be executed, delivered or acknowledged by Developer will not violate any applicable statute, rule, regulation, judgment, order or decree of the State of Minnesota or a court having jurisdiction over Developer or its properties. ARTICLE VIII ASSIGNMENT 17 8.1 The rights, duties and obligations of the Developer hereunder may not be assigned by Developer to an unaffiliated third party without the express written consent of the City. In the event of a sale, merger or reorganization of Developer, City consent i s not needed prior to any assignment of this Agreement. ARTICLE IX MISCELLANEOUS 9.1 Clean-up and Property Maintenance. Developer shall be responsible for cleaning up any debris resulting from construction of Improvements by Developer, its contractors, and subcontractors. Developer, through its employees, contractors or agents, agrees to maintain and keep the Property, landscaping, parking lots and other site improvements in a safe, well-kept manner. Developer shall exercise reasonable care to prevent trash, garbage, litter, or other refuse from accumulating on the Property. 9.2 Compliance with Code of Ordinances. This Agreement and all work and improvements required by this Agreement shall be performed and carried out in strict compliance with and subject to the provision of the City’s Code of Ordinances. 9.3 Restrictions on Use. Developer agrees it shall devote, develop and use the Property in accordance with the uses specified in the property covenants and this Agreement. This restriction shall lapse automatically if at any subsequent time, the recorded property covenants lapse, expire, or are otherwise lawfully terminated. The benefits and burdens of this Agreement shall be deemed covenants which run with the land and shall be binding on the successors and assigns of Developer. 9.4 Conflicting Plans. The site plan shall be developed in accordance with the Construction Plans and the conditions stated in this Agreement. In the event of a conflict between the site plan on file with the City and the written terms of this Agreement, the written terms of this Agreement shall control. 9.5 Conflicts of Interest. No member, official, or employee of the City shall have any personal interest, direct or indirect, in this Agreement, nor shall any such member, official, or employee participate in any decision relating to this Agreement which affects his/her personal interest or the interest of any corporation, partnership or association in which he/she is directly or indirectly interested. Provided, however, that after this Agreement has been signed, a member, official, or employee of the City may have contact and business relations with Developer relating to the development project only if a full disclosure is made to the Common Council, and the business relation does not impair the exercise of said member’s, official’s, or employee’s independent judgment on behalf of the City. No member, official, employee, or consultant of the City shall be personally liable to Developer, or any successor of interest, in the event of any default or breach by the City for any amount which may become due to Developer or successor, or on any obligation under the terms of this Agreement. 18 9.6 Indemnification. With the exception of the gross negligence or willful misconduct of any officer, agent or employee of the City, Developer, and its successors and assigns, shall indemnify, hold harmless and defend the City and its officers, agents and employees from any and all liability, losses, costs, damages and expenses or liabilities, including attorneys’ fees, resulting from third party personal injury or property damage claims, actions or judgments predominately occurring on and related to the Property. 9.7 Notices and Demands. Except as otherwise expressly provided in this Agreement, any notice, demand, or other communication under this Agreement by either party to the other shall be sufficiently given or delivered when mailed by registered or certified mail, postage prepaid, return receipt requested, or delivered personally, to the addresses below, or at such other addresses with respect to either such party as that party may, from time to time, designate in writing. If to Developer: Continuum Development Group, LLC Attn: Dwayne Sikich 8516 244th Street Forest Lake, MN 55025 If to Property Owner: c/o Mitchell D. Johnson 539 Spruce Drive Hudson, WI 54016 If to City: City of Scandia Attn: City Administrator 14727 209th St. N Scandia, MN 55073 With copy to: Eckberg Lammers, P.C. Attn: Scandia City Attorney 1809 Northwestern Avenue Stillwater, MN 55082 9.8 Entire Agreement. The entire agreement of the Parties has been set forth in this Agreement and there are no representations, warranties or agreements between the Parties except as set forth in this Agreement. Developer and Property Owner agree that the City, its agents and employees, shall not be liable for any representations, warranties or agreements not contained in this Agreement and that if any such representations, warranties or agreements have been made, they are wholly unauthorized and not binding upon the City. Developer and Property Owner expressly waive any claims for damages or for rescission because of any representations, warranties or agreements made by the City, its agents or employees, other than as contained in this Agreement. All prior agreements, written or oral, concerning the subject matter of this Agreement are cancelled and superseded. 9.9 Modifications in Writing. Neither this Agreement nor any of the provisions of this Agreement may be changed, waived, discharged or terminated except by an instrument in writing 19 signed by the party against whom such enforcement of the change, waiver, discharge or termination is sought. 9.10 Binding Effect and Assignment. This Agreement shall continue to bind and inure to the benefit of the parties and their respective representatives, heirs, successors and assigns. 9.11 Severability of Provisions. It is intended each provision of this Agreement shall be viewed as separate and divisible, and in the event that any provision shall be held to be invalid, the remaining provisions shall continue to be in full force and effect. 9.12 Governing Law. This Agreement and its construction, interpretation, and enforcement and the rights of the parties shall be determined under, governed by and construed in accordance with the internal laws of the State of Minnesota, without regard to principles of conflict of law. Each of the parties agrees that all actions or proceedings arising in connection with this Agreement shall be tried and litigated, at the sole option of City, in any court in which the City shall initiate legal or equitable proceedings and which has subject matter jurisdiction over the matter in controversy. 9.13 Venue. Any disputes or litigation relating to this Agreement shall be initiated, filed, and venued exclusively in the State of Minnesota, Washington County, District Court and shall not be removed to any other federal or state court. 9.14 Waiver of Jury Trial. THE PARTIES JOINTLY AND SEVERALLY WAIVE ANY AND ALL RIGHT TO TRIAL BY JURY WITH REGARD TO ANY ACTIONS, CLAIMS, DISPUTES OR PROCEEDINGS ARISING OUT OF OR IN CONNECTION WITH THIS AGREEMENT. EACH OF THE PARTIES REPRESENTS THAT THIS WAIVER IS KNOWINGLY, WILLINGLY AND VOLUNTARILY GIVEN. 9.15 Additional Representations. Each Party acknowledges and agrees it (i) has been given a full and fair opportunity to discuss and negotiate the terms of this Agreement, (ii) understands and fully agrees with the provisions of this Agreement, (iii) has carefully read this Agreement; (iv) a copy of this Agreement was available to them prior to the execution thereof; (v) has been given adequate time in which to execute the Agreement; (vi) knows and understands the provisions of this Agreement; and (vii) has signed this Agreement knowingly and voluntarily. 9.16 Further Acts. Each Party to this Agreement agrees to perform any further acts and deliver any documents as may be reasonably necessary to carry out the provisions of this Agreement. 9.17 Recordation. The City may record a copy of this Agreement, or a memorandum thereof, in the office of the Washington County Recorder. 9.18 Headings. The headings in this Agreement are included for convenience and reference only and should not be construed a part of this Agreement for any other purpose. 9.19 Counterparts. This Agreement may be executed in multiple counterparts, each of 20 which shall be an original; however, in no event shall the Agreement be deemed fully executed without the signatures of all Parties. 9.20 Environmental Compliance. The Developer shall comply with all applicable local, state, and federal environmental laws and regulations, and will obtain, and maintain compliance under, any and all necessary environmental permits, licenses, approvals or reviews. 9.21 Certification of Completion. Separate and independent from the Certificate of Occupancy required for each residence, the Developer shall notify the City when construction of the Project has been substantially completed. The City shall after such notification, inspect the Project in order to determine whether the Project has been constructed in compliance of the approved Construction Plans, City, County, and State laws, regulations, and ordinances. The City shall deliver, if inspection did not pass, a written statement to the Developer indicating in adequate detail the specific issues in which the Project has failed inspection and provide Developer with adequate time needed to correct deficiencies and the City shall reinspect the Property. The Certificate of Completion issued for the Project, pending passing all inspections, shall satisfy and terminate the agreement and covenants of Developer in this Agreement solely with respect to construction of the Project. Issuance of the Certificate of Completion shall not be construed to relieve the Developer of any approval required by any City department in connection with the construction, completion or occupancy of the Project not shall it relieve the Developer of any obligations under this Agreement. [Signature pages follow.] 21 IN WITNESS WHEREOF, the City, Developer, and Property Owner have caused this Agreement to be duly executed on the date and year first above written. CITY Christine Maefsky Mayor Kyle Morell City Administrator STATE OF MINNESOTA ) ) ss. COUNTY OF WASHINGTON ) The foregoing instrument was acknowledged before me this ____ day of __________, 2024, by Christine Maefsky, Mayor, and by Kyle Morell, City Administrator, of the City of Scandia, a Minnesota municipal corporation, on behalf of the City and pursuant to the authority of the City Council. Notary Public 22 DEVELOPER: CONTINUUM DEVELOPMENT GROUP, LLC, a Minnesota limited liability company By: Name: ____________________________ Title: ____________________________ STATE OF MINNESOTA ) ) ss. COUNTY OF _________________ ) On this _____ day of _______________, 2024, before me a Notary Public, within and for said County personally appeared _____________________, _________________ of Continuum Development Group, LLC, the Developer above named, to me personally known, by me and duly sworn did say that s/he is the Developer above named and acknowledged said instrument to be executed as his free act and deed. Notary Public 23 PROPERTY OWNER: Mitchell D. Johnson ____________________________ Susan K. Sandager ____________________________ Sandra J. Brom STATE OF MINNESOTA ) ) ss. COUNTY OF _________________ ) On this _____ day of _______________, 2024, before me a Notary Public, within and for said County personally appeared Mitchell D. Johnson, to me personally known, by me and duly sworn did say that s/he is the Property Owner above named and acknowledged said instrument to be executed as his free act and deed. Notary Public STATE OF MINNESOTA ) ) ss. COUNTY OF _________________ ) On this _____ day of _______________, 2024, before me a Notary Public, within and for said County personally appeared Susan K. Sandager, to me personally known, by me and duly sworn did say that s/he is the Property Owner above named and acknowledged said instrument to be executed as her free act and deed. Notary Public 24 STATE OF MINNESOTA ) ) ss. COUNTY OF _________________ ) On this _____ day of _______________, 2024, before me a Notary Public, within and for said County personally appeared Sandra J. Brom, to me personally known, by me and duly sworn did say that s/he is the Property Owner above named and acknowledged said instrument to be executed as her free act and deed. Notary Public 25 EXHIBIT A LEGAL DESCRIPTION The Southwest quarter of the Northeast quarter (SW ¼ of NE ¼) in Section Twenty-two (22), Township Thirty-two (32) North, of Range Twenty (20) West, City of Scandia, Washington County, Minnesota. Abstract Property. 3, 00 9.3© Bolton & Menk, Inc - Web GIS 0 Legend Location Map This drawing is neither a legally recorded map nor a survey and is not intended to be used as one. This drawing is a compilation of records, information, and data located in various city, county, and state offices, and other sources affecting the area shown, and is to be used for reference purposes only. The City of Scandia is not responsible for any inaccuracies herein contained. Disclaimer: 10/10/2024 4:34 PM 2,107 Feet Roads US Trunk Highway Minnesota Trunk Highway County Highway Local Roads Ramp City Limits Parks Scandia_2022.sid Red: Band_1 Green: Band_2 Blue: Band_3 File No._____________ APPLICATION FOR PLANNING AND ZONING REQUEST City of Scandia, Minnesota 14727 209th Street North, Scandia, MN 55073 Phone 651/433-2274 Fax 651/433-5112 Web https://www.cityofscandia.com/ Please read before completing: The City will not begin processing an application that is incomplete. Detailed submission requirements may be found in the Scandia Development Code, available at the City office and website www.cityofscandia.com) and in the checklist forms for the particular type of application. Application fees are due at the time of application and are n ot refundable. 1. Property Location: (street address, if applicable) 2. Washington County Parcel ID: 3. Complete Legal Description: (attach if necessary) 4. Owner(s): Phone: (h) (b) Street Address: E-Mail: City/ State: Zip: 5. Applicant/Contact Person: Phone: (h) (b) Street Address (Mailing): E-Mail: City/ State: Zip: 6. Requested Action(s): (check all that apply) ____ Variance ____ Variance Extension ____ Conditional Use Permit (CUP) ____ CUP Extension ____ CUP/ Open Space Subdivision. ____ CUP/ Planned Unit Development ____ Interim Use Permit (IUP) ____ Annual Operators Permit ____ Administrative Permit (type)____________________ ____ Site Plan Review (type)____________________ ____ Site Plan Modification ____ Site Plan Extension ____ Sign (Permanent) ____ Amendment (Development Code ) ____ Amendment (Comp. Plan ) ____ Subdivision, Minor ____ Subdivision, Preliminary Plat/Major ____ Subdivision, Final Plat ____ Environmental Review ____ Wetland Review 7. Brief Description of Request: (attach separate sheet if necessary; include Variance Rationale if necessary) _______________________________________________________________________________________ _______________________________________________________________________________________ _______________________________________________________________________________________ _______________________________________________________________________________________ _______________________________________________________________________________________ _______________________________________________________________________________________ _______________________________________________________________________________________ _______________________________________________________________________________________ 8. Project Name: I hereby apply for consideration of the above described request and declare that the information and materials submitted with this application are complete and accurate. I understand that no application shall be considered complete unless accompanied by fees as required by city ordinance. Applications for projects requiring more than one type of review shall include the cumulative total of all application fees specified for each type of review. I understand that applicants are required to reimburse the city for all out-of-pocket costs incurred for processing, reviewing and hearing the application. These costs shall include, but are not limited to: parcel searches; publication and mailing of notices; review by the city’s engineering, planning and other consultants; legal costs, and recording fees. An escrow deposit to cover these costs will be collected by the city at the time of application. The minimum escrow deposit shall be cumulative total of all minimum escrow deposits for each type of review required for the project, unless reduced as provided for by ordinance. The city may increase the amount of the required escrow deposit at any time if the city’s costs are reasonably expected to exceed the minimum amount. Any balance remaining after review is complete will be refunded to the applicant. No interest is paid on escrow deposits. PLEASE NOTE: If the fee owner is not the applicant, the applicant must provide written authorization by the fee owner in order for this application to be considered complete. Property Fee Owner Signature(s) Date: Applicant Signature(s) Date: For City Use Only Application Fees: _______________________ Escrow Deposit: _______________________ 205TH ST. N. NO V A K A V E . N . NO V A K A V E . 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'ATE' 10123. © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 90' 18 5 ' 95' 55' 7 5 ' 25' 75 ' 70' 4 0 0 ' 60 ' 45' 2 4 0 ' 30' 26 5 ' 15 5 ' 80' 42 ' 10 0 ' 30' 35' 80' 35 0 ' 95 ' 50' 10 0 ' 60' 4 0 ' 40' 25' 25' 3 5 ' 25' 26' 5 0 ' 25' 50' 25' 40 ' 1 7 5 ' 175' 250' 250' 250' 305' 91' 10 0 ' 1 0 0 ' 25' 60 ' 75' 75 ' 75 ' 75' 90' FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH S MINOR COLLECTOR 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 PS P S PSP P S P BIG MARINE L O O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) SP S FU T U R E AC C E S S O R Y BL D G . P A D 2 1 3 5 4 2 3 4.38 ACRES 4.38 ACRES 4.49 AC. 4.49 ACRES4.49 AC. 4.49 AC. 4.49 ACRES 1 66 ' 6 0 ' 119' 50' WETLAND SETBACK 2 0 0 ' 77.3' 40' 10 0 ' P S 75' 75' 25 ' 40' 9 0 ' FUTURE ACCESSORY BLDG. PAD 25'FUTURE ACCESSORY BLDG. PAD 20 ' 70' 25 ' 4.38 ACRES WELL WELL WELL WELL WELL WELL WELL WELL W L W L WB WB WB WB WB WB WB PROPOSED HOUSE PAD PROPO S E D HOUSE P A D PR O P O S E D H O U S E P A D PROPOSED HOUSE PAD PROPOSED HOUSE PAD PROPOSED HOUSE PAD PR O P O S E D H O U S E P A D PROPOSED HOUSE PA D MODEL HOME #1 MODEL HOME #2 WETLAND BUFFER (50' AVG) BAS I N ACC E S S B A S I N A C C E S S B A S I N A C C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S BA S I N AC C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S HWL HWL HWL HW L HWL HWL HWL HWL H W L HW L HW L HWL H W L HWL HW L HWL HW L H W L HWL HWL HW L HWL HW L HWL HW L NATURAL LANDLOCKED BASIN #2 NATURAL LANDLOCKED BASIN #1 NATURAL LANDLOCKED BASIN #4 NATURAL LANDLOCKED BASIN #5 PROP. DRY BASIN #8 WETLAND #1 50' AVG. BUFFER PROP. DRY BASIN #7 NATURAL LANDLOCKED BASIN #6 65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER)65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER) WB WBWBWBWB WL OFFSITE WETLAND 75' BUFFER 56' 64 ' 13' 3 1 ' 28 ' 33 ' 27 ' 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL 04/24/24 NRH ADD PROPOSED WELL LOCATIONS 05/31/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS 07/01/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS NOT FOR CONSTUCT I O N 08/22/24 NRH FINAL PLAT SUBMITTAL SHEET & PAGE SHEET TITLE C1.01 1 SITE PLAN SURVEY/ EXISTING CONDITIONS C3.01 3 GRADING PLAN FOR HOME CONSTRUCTION C3.02 4 C3.03 5 EROSION & SEDIMENT CONTROL FOR HOME CONSTRUCTION L0.01 7 WOODLAND PRESERVATION PLAN L0.02 8 TREE INVENTORY TABLE L1.00 9 LANDSCAPE PLAN FOR HOME CONSTRUCTION L2.00 10 GROUNDCOVER SEEDING PLAN LAUREL RIDGE FINAL PLAT (DRAFT) LOCATION MAP SURVEYOR CORNERSTONE LAND SURVEYING 1970 NORTHWESTERN AVE., SUITE 200 STILLWATER, MINNESOTA 55082 TEL: (651) 261-6785 CONTACT: DAN THURMES, RLS EMAIL: dan@cssurvey.net CIVIL ENGINEER ATERRA LAND SERVICES 18219 70TH PLACE NORTH MAPLE GROVE, MN 55311 TEL: (763) 360-1307 CONTACT: NATE HERMAN, PE EMAIL: nate@aterraland.com LANDSCAPE ARCHITECT MEASURE GROUP P.O. BOX 10 WAYZATA, MN 55391 TEL: (605) 310-9766 CONTACT: JOSH MCKINNEY, RLA EMAIL: jmckinney@measuregrp.com GEOTECHNICAL HAUGO GEOTECHNICAL SERVICES 2825 CEDAR AVENUE SOUTH MINNEAPOLIS, MN 55407 TEL: (612) 729-2959 CONTACT: PAUL GIONFRIDDO EMAIL: paulgionfriddo@gmail.com STORMWATER DESIGN GRAEF USA 3433 BROADWAY ST. N.E., SUITE 220 MINNEAPOLIS, MN 55413 TEL: (651) 706-3855 CONTACT: ROGER HUMPHREY, PE EMAIL: roger.humphrey@graef-usa.com DEVELOPER CONTINUUM DEVELOPMENT GROUP 8516 244TH STREET FOREST LAKE, MN 55025 TEL: (612) 290-5704 CONTACT: DWAYNE SIKICH EMAIL: dwayne@continuumdevelopmentgroup.com HOMEBUILDER / SITE CONTRACTOR PRATT HOMES 3500 WILLOW LAKE BLVD., SUITE 100 VADNAIS HEIGHTS, MN 55110 TEL: 612-834-1718 CONTACT: LEONARD PRATT EMAIL: lenpratt@pratthomes.com SITE DEVELOPMENT PLANS FOR HOME CONSTRUCTION LAUREL RIDGE LAND OWNER MITCH JOHNSON 539 SPRUCE DRIVE HUDSON, WI 54016 TEL: (651) 983-9902 CONTACT: MITCH JOHNSON EMAIL: mjohn1515@yahoo.com DEVELOPMENT TEAM: LANDSCAPE / DEMO. CONTRACTOR ABRAHAMSON NURSERIES 20021 SAINT CROIX TRAIL NORTH SCANDIA, MN 55073 TEL: (651) 755-1475 CONTACT: GREG SANDAGER EMAIL: greg@abrahamsonnurseries.com SSTS CONSULTANT ZIERKE SOIL TESTING 28587 JEFFREY AVENUE CHISAGO CITY, MN 55013 TEL: (651) 462-2294 CONTACT: BEN ZIERKE EMAIL: benzierke@gmail.com SITE DATA PROP. SINGLE-FAMILY LOTS:8 LOTS (CONVENTIONAL SUBDIVISION) PARCEL ADDRESS:13952 205TH STREET NO, SCANDIA, MN 55073 PARCEL IDENTIFICATION NO.:22-032-20-13-0001 (WASHINGTON COUNTY) PROPOSED 205TH STREET:100' R.O.W / 1,320 LIN. FT. EXISTING ZONING:GR - GENERAL RURAL DISTRICT PROPOSED 2040 LAND USE:VN - VILLAGE NEIGHBORHOOD DISTRICT AREA SUMMARY: GROSS PARCEL:39.47 ACRES (100.0%) 205TH STREET NORTH ROW: 3.03 ACRES (7.7%) FUTURE NOVAK AVE N. ROW: 0.84 ACRES (2.1%) TOTAL DEVELOPMENT AREA:35.60 ACRES (90.2%) PROPOSED GROSS DENSITY:0.20 UN./AC PROPOSED NET DENSITY:0.22 UN./AC PROPOSED MINIMUM LOT AREA:2.50 ACRES (108,900 S.F.) PROP. AVERAGE LOT AREA:4.45 ACRES (193,840 S.F.) MIN. LOT WIDTH AT ROW:100 FEET MIN. BUILDABLE AREA PER LOT:1.0 ACRE MAXIMUM STRUCTURE HEIGHT:35 FEET MAX. IMPERVIOUS COVERAGE:25% MIN. OFF-STREET PARKING:2 SPACES TYPICAL PROJECT BUILDING PADS:80' X 80' OR 100' W X 64' D (6,400 S.F.) TYPICAL ACCESSORY BLDG. PADS:50' W X 30' D (1,500 S.F.) ACCESSORY BLDGS. WITH C.U.P.:TWO BUILDINGS UP TO 3,000 S.F. TYPICAL SSTS DRAINFIELD AREAS:PRIMARY=5,000 S.F./SECONDARY=5,000 S.F. SETBACKS: BLDG. MINIMUM: BLDG. PROPOSED: SSTS PROP: FRONT YARD: 50 FT. 75 FT. 25 FT. SIDE YARD: 20 FT. 25 FT. 25 FT. SIDE STREET COR.: 40 FT. 50 FT. 50 FT. REAR YARD: 50 FT. 75 FT. 50 FT. MIN. DIST. BETWEEN ADJACENT PROPOSED HOMES:100 FT. MIN. DIST BETWEEN SWM BASINS AND PROP. DRAIN FIELDS: 75 FT. MIN. DISTANCE BETWEEN PROP. HOMES AND SWM BASINS: 60 FT. MIN. DIST BETWEEN PROP. DRAIN FIELDS AND LOT LINE: 25 FT. PROP. SEWER SERVICE: SUBSURFACE SEWAGE TREATMENT SYSTEM (SSTS) PROP. WATER SERVICE:PRIVATE RESIDENTIAL WELL MIN. PROP. DRIVEWAY GRADE:1.0% MAX. PROP. DRIVEWAY GRADE:8.0% C.M.P. DRWY. CULVERTS (TYPICAL):12" OR 15" 1.AS DETERMINED AT THE CITY COUNCIL MEETING ON SEPTEMBER 19, 2023, ALL PARTIES AGREE TO WAIVE ANY MAJOR CONSTRUCTION IMPROVEMENTS TO 205TH STREET NORTH AND SHALL REMAIN AS IT IS TODAY BASED ON THE LOW TRAFFIC DEMAND, EXISTING CONDITIONS AND TO REDUCE IMPERVIOUS AREA PER UDC 153.400.050 AND 153.400.070. HOMEOWNERS OF LAUREL RIDGE WILL BE RESPONSIBLE FOR FUTURE IMPROVEMENTS ALONG WITH ALL OTHER LANDOWNERS ON ROADWAY AS DEFINED IN THE DEVELOPER AGREEMENT. 2.ROADWAY SHOULDER IMPROVEMENTS ARE PROPOSED AT EACH DRIVEWAY ACCESS AS A PART OF CONSTRUCTION OF EACH HOME. 3.ALL PROPOSED HOMES, DRIVEWAYS AND ACCESSORY BUILDINGS SHOWN ON THIS SITE DEVELOPMENT PLAN SET ARE ILLUSTRATIVE OF THE CUSTOM HOMES THAT MAY BE CONSTRUCTED, AND ARE SUBJECT TO CHANGE 4.THE LAYOUT AND LOCATION PROPOSED DRIVEWAYS ONTO 205TH STREET NORTH REQUIRES VERY MINIMAL REMOVAL OF ANY EXISTING TREES PER CITY OF SCANDIA UDC SECTIONS 153.400.050 AND 153.400.070 5.THIS SITE IS NOT WITHIN ANY SHORELAND MANAGEMENT OVERLAY DISTRICT. 6.NO WETLAND DISTURBANCE IS PROPOSED WITH THIS PROJECT. 7.PARCEL IS NOT LOCATED WITHIN THE DEFINED WASHINGTON COUNTY NATURAL COMMUNITIES AND RARE SPECIES 8.ALL PROPOSED STORMWATER MANAGEMENT BASINS DO NOT REQUIRE ANY TREE REMOVAL PER CITY OF SCANDIA UDC 153.400.050, SUBDIVISION 3. 9.ALL PROPOSED HOMES HAVE A WALKOUT LOWEST OPENING AT LEAST THREE FEET ABOVE BOTH THE APPLICABLE PROPOSED 100-YEAR ELEVATION OF ADJACENT SWM BASINS AND E.O.F. ELEVATIONS PER UDC SECTION 153.400.050 10.OFF-STREET PARKING AND ALL EXTERIOR STORAGE AND SHALL MEET CITY OF SCANDIA UDC 153.400.080 11.PROPOSED ACCESSORY STRUCTURES ON LOT 2, BLOCK 1 AND LOT 4, BLOCK 2 ARE BOTH LOCATED TO BE FORWARD OF THE PROPOSED RESIDENTIAL STRUCTURE, BOTH DEVELOPER AND HOMEBUILDER ACKNOWLEDGE REQUIREMENTS CITY OF SCANDIA UDC 153.200.030, SUBDIVISION 6. CONSIDERATION OF THE HARDSHIP CONDITIONS OF THE SPECIFIC SITE AND FACT BOTH PROPOSED STRUCTURES ARE NESTLED WITHIN EXISTING TREES AND NOT VISIBLE FROM THE STREET SHOULD CONSIDERED ACCEPTABLE. 12.NO PORTION OF THIS PROJECT IS PROPOSED FOR DEDICATION OF PUBLIC PARK AND DEVELOPER PROPOSES CASH IN LIEU OF PARK DEDICATION PER CITY OF SCANDIA UDC 153.500.090, SUBDIVISION. 5. SHEET INDEX GOVERNING SPECIFICATIONS 1.CITY OF SCANDIA 2040 COMPREHENSIVE PLAN FOR PLANNING OBJECTIVES AND GUIDING LAND USE OF THIS DEVELOPMENT. 2.CITY OF SCANDIA UNIFIED DEVELOPMENT CODE (UDC) CHAPTER 153. 3.WASHINGTON COUNTY PUBLIC HEALTH DEPT REQUIREMENTS FOR SUBSURFACE SEWAGE TREATMENT SYSTEMS (SSTS). 4.CARNELIAN-MARINE-ST. CROIX WATERSHED DISTRICT REQUIREMENTS FOR STORMWATER MANAGEMENT. 5.PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA) "MINNESOTA STORMWATER MANUAL". 6.ALL CONSTRUCTION ACTIVITIES SHALL ADHERE TO MPCA NPDES REQUIREMENTS. 7.ALL CONSTRUCTION PERFORMED IN ACCORDANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) LAWS AND REGULATIONS. DISCLAIMER NOTES IT IS RECOGNIZED THAT THE LAND OWNER, DEVELOPER, AND HOMEBUILDER/SITE CONTRACTOR, IS RESPONSIBLE TO DELIVER THE PROJECT ACCORDING TO THE REQUIREMENTS OF THE DEVELOPMENT AGREEMENT. IN THE CASE OF CONFLICTING REQUIREMENTS BETWEEN THE DEVELOPERS AGREEMENT AND THE PROJECT SPECIFICATIONS, PROVIDED BY ATERRA LAND SERVICES, THE DEVELOPMENT AGREEMENT SHALL GOVERN. USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT ATERRA LAND SERVICES' EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY ATERRA LAND SERVICES OF ALL RESPONSIBILITY. ATERRA LAND SERVICES, LLC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. SITE PLAN 1C1.01 SITE SITE NOTES 10 TREE SURVEY N SCALE IN FEET 0 200100 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982 Nathan R. Herman GRADING PLAN FOR HOME CONSTRUCTION SWPPP C1.02 2 C4.01 6 SEPARATE SEPARATE CALL BEFORE YOU DIG! TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002 Gopher State One Call LEGAL DESCRIPTION: SURVEY NOTES: The Southwest quarter of the Northeast quarter (SW¼ of NE¼) in Section Twentytwo (22), Township Thirty-two (32) North, of Range Twenty (20) West. EASEMENTS/ENCUBRANCES: 0 NORTH 80 160 As shown on the Land Title, Inc., as agent for First American Title Insurance Company, Commitment No. 684576 issued on September 18, 2023. 11.Subject to 205th Street North and Novak Avenue as shown on available maps. AREA: TOTAL AREA AS SHOWN = 1,719,210 SQ.FT. INCLUDING 168,486 SQ.FT. OF PROPOSED ROADWAY RIGHT OF WAY. PID#2203220130001 CONTACT: DWAYNE SIKICH CONTINUUM DEVELOPMENT GROUP 612.290.5704 dwayne@ continuumdevelopmentgroup.com 8516 244TH Street, Forest Lake, MN 55025 CD23001 SURVCD001 CERTIFICATE OF SURVEY COUNTY/CITY: REVISIONS: PROJECT LOCATION: LAND SURVEYING, INC. CORNERSTONE Suite #200 1970 Northwestern Ave. Stillwater, MN 55082 Phone 651.275.8969 dan@cssurvey .net DATE REVISION PROJECT NO. FILE NAME 13952 205TH ST. N. CITY OF SCANDIA WASHINGTON COUNTY 1-16-24 INITIAL ISSUE 1-17-24 REVISIONS PER CLIENT 2-06-24 UPDATE UTILITIES CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Daniel L. Thurmes Registration Number: 25718 Date:__________________1-16-24 LAURELRIDGE IT IS ASSUMED THAT THE RIGHT OF WAY WIDTH FOR 205TH STREET NORTH IS 100 FEET AND IT'S LOCATION IS CENTERED ON THE CENTERLINE OF 205TH STREET NORTH AS CURRENTLY TRAVELED. ACTUAL RIGHT OF WAY WIDTH AND LOCATION MAY VARY DEPENDENT ON CURRENT USE AND MAINTENANCE. 205TH STREET NORTH IS PROPOSED TO BE DEDICATED AS A 100 FOOT WIDE RIGHT OF WAY AND CENTERED ON THE CENTERLINE OF 205TH STREET NORTH AS CURRENTLY TRAVELED ON THE FUTURE PLAT OF LAUREL RIDGE 205TH ST. N. R/W NOTE OWNER: Mitch Johnson 539 Spruce Drive Hudson, WI 54016 mjohn1515@yahoo.com 651.983.9902 LEGEND UNDERGROUND TELEPHONE OVERHEAD UTILITY UNDERGROUND GAS FENCE BUILDING LINE BITUMINOUS SURFACE CONCRETE SURFACE FOUND CAST IRON MONUMENT FOUND MONUMENT (AS NOTED) SET IRON PIPE MARKED WITH MN LICENSE NO. 25718 CABLE TV PEDESTAL ELECTRIC METER ELECTRIC TRANSFORMER GUY WIRE POWER POLE GAS METER TELEPHONE PEDESTAL SANITARY CLEANOUT WATER WELL MAIL BOX TREES 1.BEARINGS ARE BASED ON THE WASHINGTON COUNTY COORDINATE SYSTEM NAD 1983. ELEVATIONS BASED ON GPS DERIVED VALUES FOR NAVD 88. 2.UNDERGROUND UTILITIES SHOWN PER GOPHER ONE LOCATES. 3.THERE MAY SOME UNDERGROUND UTILITIES, GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. 4.CONTOURS SHOWN PER LIDAR DATA OBTAINED FROM THE DNR MNTOPO WEBSITE. NOT FIELD VERIFIED. 5.FOR THE PURPOSE OF THIS SURVEY THE RIGHT OF WAY WIDTHS FOR 205TH ST. N. HAVE BEEN SHOWN TO BE 50 FEET FROM THE TRAVELED CENTERLINE OF THE EXISTING BITUMINOUS ROAD. THIS WIDTH IS PROPOSED AND IS SHOWN FOR REFERENCE PURPOSES ONLY. THE ACTUAL WIDTH OF THE RIGHT OF WAY MAY DEPEND ON USE. 6.WETLAND DELINEATION AND LOCATION BY KJOLHAUG ENVIRONMENTAL SERVICES COMPANY, INC. DATED 10-17-23. 7.SEPTIC AREAS BY ZIERKE SOIL TESTING, ON 01-09-24 8.THIS PARCEL IS LOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP NUMBER 27063C0152E HAVING AN EFFECTIVE DATE OF FEBRUARY 3RD, 2010. UNDERGROUND UTILITIES NOTES: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONE CALL LOCATE TICKET NUMBER(S) 240250572 AND 240250585. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. THE FOLLOWING COMPANIES WERE NOTIFIED AS SHOWN ON THE ABOVE LISTED GOPHER STATE ONE CALL LOCATE TICKET NUMBERS: -CONNEXUS ENERGY -FRONTIER COMMUNICATIONS -MINNESOTA ENERGY RESOURCES -MIDCONTINENT COMMUNICATIONS -XCEL ENERGY UNDERGROUND ELECTRIC SHEET: C1.02 PAGE: 2 OF 10 1005.3 5.9 % 7. 9 % 8. 3 % 9. 5 % -0.0% 7.2% 4. 7 % 7. 9 % 14. 9 % 3.6% 4. 7 % 1003.01002.5 17. 4 % 4.2% 13 . 7 % 12. 5 % 1002.3 PROPOSED SECONDARY SSTS DRAINFIELD EXIST. SOIL: 49B - TYPE B AVG. GROUND ELEV=1003.5 (2.0' LOWER THAN L.F.E.) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 3 6 . 0 (S A M E A S L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B A V G . G R O U N D E L E V = 1 0 0 1 . 0 (4 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 3 5 . 5 (0 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B AV G . G R O U N D E L E V = 1 0 0 5 . 0 (2 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 1 6 . 0 (9 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C A V G . G R O U N D E L E V = 1 0 1 8 . 0 (7 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B A V G . G R O U N D E L E V = 1 0 0 5 . 0 (2 . 5 L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 1 5 8 D - T Y P E A A V G . G R O U N D E L E V = 9 9 9 . 5 (8 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 1 5 8 D - T Y P E A AV G . G R O U N D E L E V = 9 9 9 . 5 (8 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 3 4 2 B - T Y P E C AV G . E X I S T . G R O U N D E L E V = 1 0 3 6 . 5 (5 . 5 ' L O W E R T H A N L . F . E . ) PROPOSED PRIMARY SSTS DRAINFIELD EX. SOIL: 342B - TYPE C AVG. GROUND EL=1033.0 (9.0 LOWER THAN L.F.E.) SB-1 (20') EL=1011.9 SB-2(20') EL=992.5 SB-3 (20')EL=1045.1 DB-2 (5') EL=1036.0 SB-4 (20') EL=1041.0 DB-3 (5') EL=995.8 SB-5 (20') EL=1012.5 SB-6(20') EL=996.6 DB-4 (5') EL=997.0 SB-7 (20') EL=1014.4 DB-1 (5') EL=992.5 PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 1 2 0 / 4 5 3 B - T Y P E C AV G . E X I S T I N G G R O U N D E L E V = 1 0 0 7 . 5 (0 . 5 ' H I G H E R T H A N L . F . E . ) PROPOSED PRIMARY SSTS DRAINFIELD EX. SOIL: 453B - TYPE C AVG. GROUND EL=1004.5 (2.5 LOWER THAN L.F.E.) FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD BLOCK 1 BLOCK 2 10 0 0 . 6 1002. 4 99 9 . 6 9 9 9 . 6 FU T U R E AC C E S S O R Y BL D G . P A D WA L K O U T W A L K O U T WALKOUT W A L K O U T WALKOUT WALKOUT WALKOUT W A L K O U T 10 4 0 . 0 1 0 4 2 . 0 10 1 3 . 0 1 0 0 9 . 0 W O C U S T O M G R A D E D G = 1 0 1 8 . 0 1 0 1 4 . 0 1 0 4 2 . 0 WO CUSTOM GR A D E D 10' LOWER L E V E L 1047.0 G=105 2 . 0 LO O K O U T LO O K O U T LO O K O U T 2 1 3 5 4 2 3 4.38 ACRES 4.38 ACRES 4.49 AC. 4.49 ACRES4.49 AC. 4.49 AC. 4.49 ACRES 1 99 5 . 5 9 9 5 . 5 992 1000.7 1 0 3 9 . 7 1 0 3 9 . 1 1039.1 1 0 3 7 1036.5 X 07.0 99 7 . 5 995 996 NATURAL LANDLOCKEDBASIN #110 YEAR HWL=998.4100 YEAR HWL=1000.6EXISTING BOTTOM=996.5PROPOSED BOTTOM=996.0MIN. LOW FL00R=1003.4 NATURAL LANDLOCKEDBASIN #5 (NO TREE REMOVAL)10 YEAR HWL=997.6100 YEAR HWL=999.7PROPOSED BOTTOM=995.0MIN. LOW FL00R=1002.7 205TH STREET NORTH 60' 35'25'25' 50' 60' 35' 25' 25' 25' 8 ' 8 ' 13' (TYP) 50' 13' (TYP) LP HPLP LP HP LP HP LP LP LP L O O K O U T W A L K O U T WA L K O U T LO O K O U T LOOKOUT WALKOUT 10 3 0 103 2 10 3 4 1036 1 0 4 2 104 4 10 4 2 10 4 0 10 3 6 104 2 104 2 10 5 0 10 5 2 1 0 2 6 10 2 8 103 2 1 0 1 0 1 0 0 8 10 1 0 1014 1012 1 0 1 2 1010 101 0 1 0 1 2 1004 100 8 101 2 100 6 1014 1014 1016 10 1 0 10 1 4 10 1 2 1 0 1 0 1 0 0 6 1016 1014 1012 10 1 0 10 0 8 10 0 6 1 0 1 0 10 0 8 1 0 0 8 1010 1010 1012 1008 10 0 6 1 0 0 6 100 4 1006 10 1 2 1010 10 5 4 1052 1038 10 5 6 9 8 4 988 990 9 9 2 994 982 9 8 4 1030 50' WETLAND SETBACK EX. CAPPED WELL9 9 8 . 3 998.3 998 . 3 99 7 . 0 9 9 6 . 0 1 0 0 6 10 3 3 . 0 10 3 2 . 5 1030.0 1 0 3 2 . 0 PROPOSED DRY BASIN #810 YEAR HWL=1032.5100 YEAR HWL=1033.0PROPOSED BOTTOM=1030.0MIN. LOW FLOOR=1036.0TOP OF BERM=1033.5OVERFLOW=1033.0 (INSTALLED @ L5-B2 HOME CONST.) PROPOSED PRIMARY S S T S DRAINFIEL D EX. SOIL: 1 5 8 B - T Y P E A AVG. GRN D . E L = 1 0 0 4 . 0 (5.0 LOWE R T H A N L . F . E . ) PROPOSED SECONDA R Y S S T S DRAINFIEL D EX. SOIL: 1 5 8 C - T Y P E A AVG. GRN D . E L = 1 0 0 5 . 5 (3.5 LOWE R T H A N L . F . E . ) 9 9 3 FUTURE ACCESSORY BLDG. PAD G= 1 0 4 5 . 5 WO CUSTOM G R A D E D 1036.0 1 0 4 5 . 0 G= 1 0 3 4 . 5 1 0 3 4 . 5 W O C U S T O M G R A D E D 10 2 5 . 5 1 0 2 5 . 5 G=1014.5 1014.5 WO CUSTOM GRADED 1005.5 1009.5 G=1016.5 1013.5 WO CUSTOM GRADED 1007.5 1007.5 FUTURE ACCESSORY BLDG. PAD 1017.0 G=1017.0 WO CUSTOM GRADED 1012.0 1008.0 4.38 ACRES 100 6 WALKO U T WALKO U T 1008 10 1 0 PROP. PAVED DRWY. 145 L.F. (2,750 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 210 L.F. (3,965 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 270 L.F. (4,465 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 405 L.F. (6,450 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRWY. 325 L.F. (5,400 S.F.) 2% CROSS-SLOPE WEST ALTERNATE DRIVEWAY ALIGNMENT PROPOSED PAVED DRIVEWAY 265 L.F. (4,950 S.F.) 2% CROSS-SLOPE WEST WELL WELL WELL WELL WELL WELL WELL WELL PROP. PAVED DRIVEWAY 115 L.F. (2,620 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 545 L.F. (8,200 S.F.) 2% CROSS-SLOPE WEST 10 1 0 10 0 6 10 0 4 100 4 LP 07.0 X 1 0 3 8 1 0 4 0 1034 9 8 6 LP LP 10 3 2 LOW PT.x 1005.7 U F P U F P U F P U F P U F P U F P U F P U F P WL W L WL WL W L WB WB WB WB WB WB WB WETLAND BUFFER (50' AVG) WETLAND #150' WETLAND BUFFER10 YEAR HWL=1000.7100 YEAR HWL=1002.4EXISTING BOTTOM=997.5NO ALTERATIONS PROPOSEDMIN. LOW FLR.=1005.4 FILL IN LOCAL DEPRESSION TO DRAIN TO THE WEST OVER DRIVEWAY 1008.5 1008.5 100 9 . 6 1008.5 1009. 6 HP BAS I N ACC E S S B A S I N A C C E S S B A S I N A C C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S 998 . 4 10 0 0 . 6 BA S I N AC C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S 1007.0 1 0 0 7 . 0 WO CUSTO M G R A D E D 2' GAR A G E D R O P 1010.0 G = 1 0 1 3 . 0 HWL B - B H W L B - B HW L B - B HWL B-B H W L B - B HWL B - B H W L HWL HW L HWL HW L H W L HWL HW L H W L H W L HW L LO D LODLO D LO D L O D L O D LO D LO D LO D LO D L O D L O D H W L HWL HWL H W L HW L HWL H W L H W L LO D LO D L O D LOD LOD LO D LO D L O D L O D LOD LO D LOD LOD LOD L O D LOD LOD LOD L O D LO D L O D LOD LOD LO D L O D LODLOD H W L HW L HW L HWL HW L H W L H W L HWL HWL HW L H W L H W L HWL HW L B - B HW L B - B HWL B-B H W L B - B HW L B - B HWL B-B H W L B - B HW L B - B HW L B - B HW L B - B HWL B - B H W L B - B HWL B - B H W L B - B HW L B - B H W L B - B HWL B-B HWL B-B HWL B-B H W L B - B HW L HW L HW L HW L H W L HWL H W L B - B HW L B - B HW L B - B H W L B - B HWL B-B HWL B-B H W L B - B LOD LOD L O D L O D LO D LOD H W L HW L H W L LODLOD LO D LO D L O D LO D LOD LO D LO D LO D LO D LOD LOD LOD LO D LO D LO D LO D LOD LO D LOD LOD L O D L O D L O D L O D LO D LOD LOD LOD L O D LO D LO D LO D LO D LO D L O D L O D LO D LOD LOD LOD LOD LO D LO D L O D L O D LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LO D LO D L O D L O D L O D LOD LOD LOD LO D LO D L O D LO D LOD LOD LO D LOD LOD LOD L O D L O D L O D L O D LO D LO D LOD LOD LOD LO D LOD LOD L O D LO D LO D LO D L O D LO D LO D LO D LO D L O D L O D L O D L O D LO D LOD LOD L O D LO D LO D LO D LOD LOD LOD LO D LO D LO D L O D L O D LO D LOD L O D LO D LO D LO D LO D LO D LO D LOD LO D LOD LOD LOD LOD LO D LO D LO D L O D LO D LO D L O D L O D L O D LO D LOD LOD LOD LO D LO D LO D LO D LO D LOD HWL HWL H W L HWL HWL HWL HW L HWL HWL LOD LOD LOD LO D LO D LO D LO D LO D L O D LOD L O D L O D LO D LO D LO D LO D LOD LOD L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LOD LO D LO D L O D LOD LOD LOD LOD LO D LO D LOD LO D L O D L O D LO D LO D LO D LO D L O D L O D L O D L O D LOD LOD HWL HW L HW L HWL HW L H W L H W L HW L B - B H W L B - B HWL B-B HW L B - B H W L B - B HWL B - B LOD LO D LOD LOD LO D LO D LO D LOD LOD LOD LO D LO D LO D LO D LO D LOD LOD LO D LO D LOD LOD LOD LO D LO D L O D LOD LOD LOD LO D LO D LOD LO D LO D LO D L O D LOD LO D LO D LO D L O D L O D L O D PROP. 15" x 3 5 ' C M P C U L V E R T PROP. 15" x 3 5 ' C M P C U L V E R T PROP. 15" x 3 5 ' C M P C U L V E R T PROP. 12" x 65' CMP CULVERT PROP. 12" x 55' CMP CULVERT 6 CY CL.3 RIPRAP NATURAL LANDLOCKEDBASIN #4 (NO GRADING/TREE REMOVAL)100 YEAR HWL=1009.6EXISTING BOTTOM=1007.0MIN. LOW FL00R=1012.6 PROPO S E D 2 0 ' C R O S S DRAINA G E E A S E M E N T PROPOSED 20' CROSS DRAINAGE EASEMENT PROPOSED 20' CROSS DRAINAGE EASEMENT PROPO S E D 2 0 ' C R O S S DRAINA G E E A S E M E N T NATURAL LANDLOCKEDBASIN #2 10 YEAR HWL=995.5100 YEAR HWL=998.3EXISTING BOTTOM=992.5PROPOSED BOTTOM=992.0MIN. LOW FLOOR=1001.3 NATURAL LANDLOCKEDBASIN #410 YEAR HWL=1008.5100 YEAR HWL=1009.6EXISTING BOTTOM=1006.5PROPOSED BOTTOM=1006.0MIN. LOW FLR.=1012.6 NATURAL LANDLOCKEDBASIN #6 10 YEAR HWL=1039.1100 YEAR HWL=1039.7PROPOSED BOTTOM=1036.5MIN. LOW FLOOR=1042.7 PROP. 15" x 35' CMP CULVERT 4. 7 % 4 . 0 % 5 . 6 % 1 . 0 % 3. 0 % 7.0 % 8. 0 % 4. 1 % 6. 8 % 7. 0 % 6. 3 % 3. 0 % 2 . 0 % 6. 0 % 4. 9 % 8. 0 % 2. 5 % 4.0 % 3.0 % 8. 0 % 2 . 7 % 2 . 2 % 4 . 0 % 6. 9 % 3. 9 % 5. 0 % 4. 7 % 2 . 0 % 2. 0 % 4.9% 6.0 % 3. 9 % 6. 1 % 4 . 1 % 3 . 0 % 7 . 0 % 2. 0 % 4 . 9 % 8. 0 % 3. 0 % 3. 0 % 7.0 % 4.0% 4 . 2 % 3.0 % 8 . 0 % 5 . 0 % 4 . 1 % 4 . 5 % 2. 6 % 4 . 5 % 4. 0 % 3. 4 % 2.0% 1.0 % 1. 0 % 9 . 3 % 4.3% 7. 0 % 2. 0 % 1. 4 % 2 . 0 % 1012.1 1011.7 1012.5 1012.7 1010.1 1005.51005.3 1013.4 1013.9 1015.0 1016.1 1017.3 1005.9 1005.7 1012.5 1014.1 1014.3 1012.8 1006.0 1006.0 1010.7 1002.0 1007.0 1010.0 1010.0 1013.0 1013.0 1009.0 101 3 . 0 101 8 . 0 101 8 . 0 101 4 . 0 10 1 8 . 0 100 9 . 0 1009.0 1012.2 1006.6 1005.5 100 5 . 3 1005.4 1005.4 1005.9 1004.1 1005.9 1005.9 1007.7 1007.4 1017.4 1012.81012.6 1015.3 1017.1 1017.1 1 0 1 7 . 5 1052.7 1050.6 1049.2 1050.6 1050.5 1050.8 1050.6 1050.7 1050.71050.6 1044.8 1045.8 1047.9 1050.4 1050.2 1050.0 1053.1 1051.1 1049.8 1052.1 1048.1 1045.1 1042.9 1042.9 1041.9 1041.0 1043.2 1042.1 1044.5 1044.51044.8 1044.6 1043.6 1040.7 1041.9 1041.7 1042.6 1041.7 1042.7 1044.9 1047.9 1051.9 1049.4 1046.71045.1 1048.9 1047.0 1046.7 1033.5 1033.5 1033.5 1033.0 1033.0 1033.5 1033.5 1033.5 1052.0 1052.0 1042.0 1042.0 1042.0 1047.0 1052.0 1045.0 1045.0 1045.01036.0 1036.0 1036.0 1040.0 1034.2 1033.7 1033.0 1032.1 1028.7 1024.7 1024.4 1025.7 102 6 . 8 1028.8 1030.9 1027.9 1027.2 1024.3 1026.6 1024.5 1024.9 1025.5 1024.1 1024.4 1028.4 1031.9 10 3 3 . 6 10 3 4 . 4 10 3 4 . 6 10 3 4 . 1 103 4 . 5 10 2 5 . 5 102 5 . 5 10 3 4 . 5 103 4 . 5 1013.8 1010.21010.0 10 1 0 . 5 1012.9 1015.9 1016.3 1017.6 1013.6 1014.2 1013.2 1014.3 1012.9 1010.0 1012.6 1015.6 1014.5 1014.5 1007.5 1007.7 10 1 0 . 6 10 1 4 . 5 1014.51014.5 1015.4 1016.5 1016.5 10 1 0 . 5 1010.3 1007.9 10 1 0 . 5 1013.51016.5 1014.1 1009.7 1009.11008.8 1009.4 101 1 . 3 101 2 . 8 1014.3 1014.5 1014.9 1010.0 1009.8 1010.51009.51008.9 1009.1 1017.0 1016.4 1014.5 100 7 . 2 1005.1 1004.8 1005.5 1002.8 1005.3 1006.0 1006.71005.91005.6 1005.3 1005.0 1002.6 1005.3 1004.6 1004 . 9 1007.0 1002.5 1003.0 1017.0 1014.7 1012.5 10 1 1 . 8 1010.3 1008.8 10 1 5 . 1 1017.01016.4 1048.7 1045.4 1048.4 9 8 6 . 5 9 8 6 . 5 986.5 986.0 986.0 986.5 986.5 986.7 1004.5 1007.0 1004.0 1016.0 1015.81015 . 6 1004.4 1004.7 1013.0 1004.9 1005.1 1010.2 1010.3 1014.71014.4 10 2 5 . 5 103 4 . 5 1023.9 1023.6 1033.5 1033.5 1042.0 1.3%1.0%1.0% 1.3 % 2. 1 % 1005.7 1005.8 1006.1 1007.9 ???1005.2 1005.4 ??? 3 . 1 % 1011.6 1010.5 1.0% 5.9 % 7. 9 % 8. 3 % 9. 5 % -0.0% 7.2% 4. 7 % 7. 9 % 14. 9 % 3.6% 4. 7 % 6 . 9 % 1003.01002.5 3. 8 % 17. 4 % 4.2% ?? ? 24. 0 % 4. 4 % 1002.3 1005.0 1005.4 1.0% 65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER)65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER) WB WBWBWBWB WL W LOFFSITE WETLAND 75' BUFFER PROPOSED DRY BASIN #710 YEAR HWL=984.3100 YEAR HWL=986.1PROPOSEDBOTTOM=984.0TOP OF BERM=986.5OVERFLOW=986.0 (INSTALLED @ L1-B2 HOMECONST.) 25' 5' 3' 3% 5' 3'3% 10 ' R 13' SAWCUT 33 LF EX. BIT 1006.0 10'R PROPOSED 8' SHOULDER ON BOTH SIDES DRIVEWAY ·3' CLASS 5 SHOULDER (SPEC 2211) 6" THICK ·5' TURF SHOULDER PROP. 12" x 31' CMP CULVERT 100 4 . 0 1003.9 PROP. 12" x 30' CMP CULVERT1039.3 1039.2 1041.4 9 8 4 . 3 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR ULTIMATE FLOWPATH RIP-RAP ROCK ENTRANCE BERM 950 EROSION BLANKET SILT FENCE SILT FENCE AFTER GRADING LIMITS OF DISTURBANCE LOD LOD INLET PROTECTION EXISTING FLOWPATH DRIVEWAY CULVERT SILT FENCE (DOUBLE ROW ) U F P 953 WBWETLAND BUFFER MONUMENT BUILDING SETBACK PROPOSED EASEMENT 4.2% 60' 35'25'25' 50' LP LOW PT. 1005.7 FILL IN LOCAL DEPRESSION TO DRAIN TO THE WEST OVER DRIVEWAY BASIN ACCESS LOD LO D LO D L O D LO D LOD LOD LOD PROP. 15" x 35' CMP CULVERT 4 . 5 % 2. 6 % 1006.6 1005.5 1005 . 3 1005.4 1005.4 1005.9 1004.1 1006.7 1005.9 1005.6 1004.5 1.0%1.0% 1.3 % 1005.2 4.2% 1005.0 25' 5' 3' 3 % 5' 3'3 % 1 0 ' R 13' SAWCUT 33 LF EX. BIT 1006.0 10' R PROPOSED 8' SHOULDER ON BOTH SIDES DRIVEWAY ·3' CLASS 5 SHOULDER (SPEC 2211) 6" THICK ·5' TURF SHOULDER 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL 04/24/24 NRH ADD PROPOSED WELL LOCATIONS 05/31/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS 07/01/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS NOT FOR CONSTUCT I O N 08/22/24 NRH FINAL PLAT SUBMITTAL 3C3.01 10 1.ALL EXCAVATION ACTIVITIES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CITY OF SCANDA GENERAL SPECIFICATIONS. 2.SEE STORMWATER POLLUTION PREVENTION PLAN AND NARRATIVE ON SHEETS C3.03 AND C3.04. OF THIS PLAN SET 3.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES UNLESS OTHERWISE NOTED. 4.THE CONTRACTOR ALONG WITH THE HOMEBUILDER SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FROM GOVERNING AUTHORITIES, INCLUDING ANY CITY PERMITS AND THE NPDES PERMIT FROM THE MPCA. 5.CONTRACTOR AND/OR HOMEBUILDER SHALL INSTALL EROSION CONTROL AND TREE PROTECTION MEASURES BEFORE BEGINNING SITE GRADING ACTIVITIES. SOME EROSION CONTROLS SUCH AS BALE CHECKS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN SPECIFIC AREAS. MAINTAIN EROSION CONTROLS THROUGHOUT THE GRADING PROCESS AND REMOVE WHEN TURF HAS BEEN ESTABLISHED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION OF THIS PROJECT 6.CONTRACTOR SHALL COMPLETE ANY REQUIRED SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE DEVELOPER'S GEOTECHNICAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. THE GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: HAUGO GEOTECHNICAL, PHONE: 612-729-2959, DATED: JANUARY 31, 2024. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, AND DIRECTIONAL SIGNS, TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE CITY , COUNTY AND MNDOT STANDARDS. 8.ANY EXISTING PRIVATE UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. DURING CONSTRUCTION AT NO COST TO THE DEVELOPER, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, STRUCTURES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. BY CONTACTING THE NOTIFICATION CENTER THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 9.THE GRADING CONTRACTOR IS RESPONSIBLE FOR ALL STORM WATER INSPECTIONS ACCORDING TO THE MPCA STORM WATER PERMIT. THIS INCLUDES BOTH WEEKLY INSPECTIONS AND INSPECTIONS DONE AFTER A 0.5" RAIN EVENT. A COPY OF THE INSPECTION REPORT MUST BE EMAILED TO THE ENGINEER, DEVELOPER AND CITY ENGINEER ON A WEEKLY BASIS. 10.THE CONTRACTOR SHALL PREVENT SOIL MATERIALS FROM LEAVING THE SITE BY EROSION AND VEHICLE WHEEL TRACKING. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF STREET, BOULEVARD AND UTILITY FACILITIES THAT RECEIVE ANY ERODED OR TRACKED SOIL MATERIAL OR OTHER CONSTRUCTION DEBRIS OR MATERIAL. 11.EXCAVATE TOPSOIL AND ORGANIC MATERIAL FROM AREAS TO BE FURTHER EXCAVATED OR RE-GRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RE-SPREADING ON THE SITE AS SPECIFIED. RE-SPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. 12.EXISTING TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS AND SHALL BE A RESTRICTED AREA. CONTRACTOR SHALL PROTECT TREES TO REMAIN AT ALL TIMES. EQUIPMENT SHALL NOT NEEDLESSLY BE OPERATED UNDER NEARBY TREES AND EXTREME CAUTION SHALL BE EXERCISED WHEN WORKING ADJACENT TO TREES. SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, CONTRACTOR SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 13.RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OUTSIDE OF THE DESIGNATED CONSTRUCTION ZONE. ALL VEGETATION, INCLUDING ROOT ZONES, WITHIN THE RESTRICTED AREAS SHALL REMAIN. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE DEVELOPER. ALL RESTRICTED AREAS SHALL BE FENCED OFF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL. AT NO TIME SHALL THIS FENCING BE REMOVED OR ACTIVITY OF ANY KIND TAKE PLACE WITHIN IT. FINAL PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE ANY WORK COMMENCES ON-SITE. 14.MATERIAL BORROW CONSTRUCTION: CONTRACTOR SHALL COMPLETE “TRENCH BORROW” EXCAVATION IN AREAS DIRECTED BY THE ENGINEER IN ORDER TO OBTAIN STRUCTURAL MATERIAL. TREES SHALL NOT BE REMOVED OR DAMAGED AS A RESULT OF THE EXCAVATION, UNLESS APPROVED BY THE ENGINEER. THE EXCAVATION SHALL COMMENCE A MINIMUM OF 10 FEET FROM THE LIMIT OF THE BUILDING PAD. THE EXCAVATION FROM THIS LIMIT SHALL EXTEND AT A MINIMUM SLOPE OF 1 FOOT HORIZONTAL TO 1 FOOT VERTICAL (1:1) DOWNWARD AND OUTWARD FROM THE FINISHED SURFACE GRADE ELEVATION. THE TRENCH BORROW EXCAVATION SHALL BE BACKFILLED TO THE PROPOSED FINISHED GRADE ELEVATION AND SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT SPECIFICATION 2105.3F2. 15.FILL PLACED WITHIN THE BUILDING PAD AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES & DATA SHEET 79G. 16.FINISHED GRADING SHALL BE COMPLETED, CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED, ERODED OR HAS SETTLED BELOW THE CORRECT GRADE. 17.ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 18.SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABILIZATION INFORMATION. 19.EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE PLANS. 20.WORKING HOURS ARE 7:00 AM - 7:00 PM, MONDAY - SATURDAY. A 48 HOUR NOTICED IS REQUIRED FOR SATURDAY WORK. 21.ALL DRIVEWAYS MUST BE PAVED WITH BITUMINOUS OR CONCRETE TO THE ROW LIMIT OF 205TH STREET OR BEYOND AS PART OF THIS PROJECT. GRAVEL DRIVEWAY CONNECTIONS WILL NOT BE ALLOWED. 22.CONSTRUCTION TRAFFIC WILL BE REQUIRED TO ACCESS THIS SITE FROM OLINDA TRAIL N (CSAH 3) AND LEAVE ON THE SAME ROUTE. NOT CONSTRUCTION TRAFFIC WILL BE ALLOWED ON NEIGHBORING CITY STREETS. 23.THE SITE HAS BEEN DESIGNED TO MAXIMIZE SHEET FLOW. BUILDER SHALL TAKE NOT TO ENSURE LOT GRADING MAINTAINS SHEET FLOW CHARACTERISTICS AND DOES NOT SWALE RUNOFF TO CONCENTRATED AREA OF A STORMWATER BASIN. GRADING PLAN FOR HOME CONSTRUCTION GRADING AND EROSION CONTROL NOTES N SCALE IN FEET 0 16080 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982 Nathan R. Herman NOTE: ALL EXCAVATION PROPOSED AND SWM BMPS SHALL TAKE PLACE AT THE TIME OF CONSTRUCTION OF INDIVIDUAL HOMES BASED ON SITE AND GRADING PLANS SUBMITTED TO THE CITY AND WATERSHED FOR EACH BUILDINGS PERMIT NOTE: FINAL SSTS SYSTEMS SHALL BE DESIGNED AND APPROVED FOR ALL LOTS AT HOUSE CONSTRUCTION, SEE PROJECT EXHIBIT 2 FOR SOIL SURVEY AND EXISTING SLOPES MAP. SEPARATE DOCUMENT PROVIDED TO THE CITY. 3/4" TO 1-1/2" SPRING LINE USE AS MUCH ROCK AS NECESSARY TO STABLILIZE UNSTABLE OR WET CONDITIONS SPRING LINE COMPACTED SAND OR 3/4" TO 1-1/2" CLEAR ROCK STABLE OR DRY CONDITIONS SAND SHALL CONFORM WITH MN/DOT SPEC. 3149.2B SUGGESTED STORM SEWER PIPE BEDDING CMP CULVERT CMP CULVERT IMPERVIOUS ALLOWANCE NOTES 1.THE FOLLOWING DATA CALCULATES HOW MUCH IMPERVIOUS AREA IS ALLOWED ON EACH LOT, BASED OF THE PROPOSED PLAN & ALLOWED IMPERVIOUSNESS IN THE SWMP. 2.IF THE ALLOWED IMPERVIOUS SURFACE EXCEEDS THE DESIGNED AMOUNT, THE BUILDER IS RESPONSIBLE FOR ANY ADDITIONAL BMPS TO MEET CITY AND WATERSHED STORMWATER RULES. ALLOWED NEW IMPERVIOUS PER SWMP 07/01/24... NATURAL LANDLOCKED BASIN #1:11,000 SF (RECEIVES RUNOFF FROM BLOCK 2, LOT 1) NATURAL LANDLOCKED BASIN #2:39,000 SF (RECEIVES RUNOFF FROM BLOCK 1, LOTS 1,2,3) NATURAL LANDLOCKED BASIN #3:NO BASIN #3 ON PLANS NATURAL LANDLOCKED BASIN #4:16,509 SF (RECEIVES RUNOFF FROM BLOCK 2, LOTS 2,3,4) NATURAL LANDLOCKED BASIN #5:28,009 SF (RECEIVES RUNOFF FROM BLOCK 2, LOTS 2,3,4) NATURAL LANDLOCKED BASIN #6:3,006 SF (RECEIVES RUNOFF FROM BLOCK 2, LOT 5) PROPOSED DRY BASIN #7:8,015 SF (RECEIVES RUNOFF FROM BLOCK 2, LOT 1) PROPOSED DRY BASIN #8:12,981 SF (RECEIVES RUNOFF FROM BLOCK 2, LOT 5) OVERALL IMPERVIOUS ALLOWED:118,520 SF ALLOWED PER SWMP PROPOSED NEW IMPERVIOUS AS SHOWN ON THIS PLAN... BLOCK 1, LOT 1:11,110 SF BLOCK 1, LOT 2:10,280 SF BLOCK 1, LOT 3:9,935 SF BLOCK 2, LOT 1:13,585 SF BLOCK 2, LOT 2:9,755 SF BLOCK 2, LOT 3:9,795 SF BLOCK 2, LOT 4:11,180 SF BLOCK 2, LOT 5:15,050 SF OVERALL PROPOSED IMP:90,690 SF SPLIT EXTRA ALLOWED IMPERVIOUS, PER SWMP, OVER ALL LOTS IMPERVIOUS ALLOWED PER SWMP: 118,520 SF IMPERVIOUS PROPOSED PER PLAN: 90,690 SF DIFFERENCE: 27,830 ADDITIONAL SF IMP. ALLOWED OVER ALL LOTS 27,830 SF / 8 LOTS = 3,478 EXTRA SF IMPERVIOUS PER LOT ALLOWED BUILDABLE LOT AREAS (NET ACREAGE) 2 1 4.38 ACRES 1.60 ACRES 2.78 ACRES 3 1 4.38 ACRES 3.70 ACRES 0.68 ACRES 1 2 4.49 ACRES 2.99 ACRES 1.50 ACRES 2 2 4.49 ACRES 3.32 ACRES 1.17 ACRES 3 2 4.49 ACRES 2.12 ACRES 2.37 ACRES 4 2 4.49 ACRES 3.79 ACRES 0.70 ACRES 5 2 4.49 ACRES 3.00 ACRES 1.49 ACRES LOT BLOCK GROSS AREA NET ACREAGE NON-BUILDABLE 1 1 4.38 ACRES 3.28 ACRES 1.10 ACRES NET ACREAGE: GROSS AREA - (EASEMENTS + WETLANDS + 100 YR HWL) NOTE: BUILDABLE AREA (NET ACREAGE) IS NOT THE SAME AS ALLOWED IMPERVIOUS AREA. SEE ALLOWABLE IMPERVIOUS AREA NOTES BELOW. TOTAL 35.59 ACRES 23.80 ACRES 11.79 ACRES GRADING SEQUENCING NOTES 1.ALL PROPOSED EXCAVATION, EROSION CONTROL AND SEEDING SITE IMPROVEMENTS WILL TAKE PLACE AT THE CONSTRUCTION OF EACH OF THE EIGHT PROPOSED HOMES. 2.THE PROPOSED IMPROVEMENTS TO BASIN #2 WILL TAKE PLACE WITH THE CONSTRUCTION OF LOT 2, BLOCK 1, WHICH IS EXPECTED TO BE THE FIRST HOME CONSTRUCTED AS IT WILL BE THE MODEL HOME. 3.THE PROPOSED IMPROVEMENTS TO BASIN #4 AND BASIN #5 WILL TAKE PLACE WITH THE HOME CONSTRUCTED ON LOT 3, BLOCK 2. 4.THE PROPOSED IMPROVEMENTS TO BASIN #1 AND BASIN #7 WILL TAKE PLACE WITH THE HOME CONSTRUCTED ON LOT 1, BLOCK 2. 5.THE PROPOSED IMPROVEMENTS TO BASIN #6 AND BASIN #8 WILL TAKE PLACE WITH THE HOME CONSTRUCTED ON LOT 5, BLOCK 2. 6.NO MASS GRADING OR DISTURBANCE WILL TAKE PLACE AS A PART OF THIS PROJECT. TYPICAL DRIVEWAY CONNECTION TO 205TH ALLOWED NEW IMPERVIOUS PER LOT... BLOCK 1, LOT 1:11,110 + 3,478 SF =14,588 SF ALLOWED BLOCK 1, LOT 2:10,280 + 3,478 SF =13,758 SF ALLOWED BLOCK 1, LOT 3:9,935 + 3,478 SF =13,413 SF ALLOWED BLOCK 2, LOT 1:13,585 + 3,478 SF =17,063 SF ALLOWED BLOCK 2, LOT 2:9,755 + 3,478 SF =13,233 SF ALLOWED BLOCK 2, LOT 3:9,795 + 3,478 SF = 13,273 SF ALLOWED BLOCK 2, LOT 4:11,180 + 3,478 SF = 14,658 SF ALLOWED BLOCK 2, LOT 5:15,050 + 3,478 SF = 18,528 SF ALLOWED OVERALL (CHECK):118,514 SF (LESS THAN SWMP) 1005.3 5.9 % 7. 9 % 8 . 3 % 9. 5 % -0.0% 7.2 % 4. 7 % 1003.01002.5 17. 4 % 4.2% 13 . 7 % 12. 5 % SB-1 (20') EL=1011.9 SB-2(20') EL=992.5 SB-3 (20')EL=1045.1 DB-2 (5') EL=1036.0 SB-5 (20') EL=1012.5 SB-6(20') EL=996.6 DB-4 (5') EL=997.0 DB-1 (5') EL=992.5 FU T U R E AC C E S S O R Y BL D G . P A D ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D S P 10 0 0 . 6 1002. 4 FU T U R E AC C E S S O R Y BL D G . P A D WA L K O U T W A L K O U T W A L K O U T WALKOUT WALKOUT WALKOUT W A L K O U T 1 0 4 2 . 0 10 1 3 . 0 1 0 0 9 . 0 W O C U S T O M G R A D E D G = 1 0 1 8 . 0 1 0 1 4 . 0 1 0 4 2 . 0 WO CUSTOM GR A D E D 10' LOWER L E V E L 1047.0 G=105 2 . 0 LO O K O U T LO O K O U T 1 5 2 34.38 ACRES 4.38 ACRES 4.49 AC. 1 99 5 . 5 9 9 5 . 5 99 2 1000.7 1 0 3 9 . 7 1 0 3 9 . 7 1 0 3 9 . 1 1 0 3 7 1036.5 X 07.0 996 NATURAL LANDLOCKEDBASIN #110 YEAR HWL=998.4100 YEAR HWL=1000.6EXISTING BOTTOM=996.5PROPOSED BOTTOM=996.0MIN. LOW FL00R=1003.4 205TH STREET NORTH 60' 35'25'25' 50' 60' 35' 25' 25' 25' 8 ' 8 ' 13' (TYP) 50' 13' (TYP) LP HPLP LP HP LP HP LP LP LP L O O K O U T W A L K O U T LOOKOUT 1036 104 4 10 4 0 10 4 2 104 2 10 5 0 10 5 2 1 0 2 6 10 2 8 103 2 1 0 1 0 1 0 0 8 10 1 0 1014 1012 1 0 1 2 1010 101 0 1 0 1 2 1004 10 0 8 10 0 6 10 1 0 1 0 1 0 1 0 0 6 1016 1014 1012 10 1 0 10 0 8 1 0 0 6 1 0 1 0 10 0 8 1 0 0 8 1010 1010 1012 1008 10 0 6 1 0 0 6 100 4 100 6 10 1 2 101 0 10 5 4 1052 1038 10 5 6 1030 50' WETLAND SETBACK EX. CAPPED WELL9 9 8 . 3 998.3 99 7 . 0 9 9 6 . 0 1 0 0 6 P S 9 9 3 FUTURE ACCESSORY BLDG. PAD G = 1 0 3 4 . 5 1 0 3 4 . 5 W O C U S T O M G R A D E D 10 2 5 . 5 1 0 2 5 . 5 G=1014.5 1014.5 WO CUSTOM GRADED 1005.5 1009.5 G=1016.5 1013.5 WO CUSTOM GRADED 1007.5 1007.5 FUTURE ACCESSORY BLDG. PAD 4.38 ACRES 100 6 WALKO U T WALKO U T 1008 10 1 0 PROP. PAVED DRWY. 145 L.F. (2,750 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 210 L.F. (3,965 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 270 L.F. (4,465 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 405 L.F. (6,450 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRWY. 325 L.F. (5,400 S.F.) 2% CROSS-SLOPE WEST ALTERNATE DRIVEWAY ALIGNMENT PROPOSED PAVED DRIVEWAY 265 L.F. (4,950 S.F.) 2% CROSS-SLOPE WEST WELL WELL WELL WELL WELL WELL PROP. PAVED DRIVEWAY 115 L.F. (2,620 S.F.) 2% CROSS-SLOPE WEST PROPOSED PAVED DRIVEWAY 545 L.F. (8,200 S.F.) 2% CROSS-SLOPE WEST 1 0 0 6 1 0 0 4 100 4 LP 07.0 X LP LP LOW PT.x 1005.7 U F P U F P U F P U F P U F P WL WL WL W L WB WB WB WB WB WB WB WETLAND BUFFER (50' AVG) WETLAND #150' WETLAND BUFFER10 YEAR HWL=1000.7100 YEAR HWL=1002.4EXISTING BOTTOM=997.5NO ALTERATIONS PROPOSEDMIN. LOW FLR.=1005.4 FILL IN LOCAL DEPRESSION TO DRAIN TO THE WEST OVER DRIVEWAY 1008.5 1008.5 100 9 . 6 1008.5 1009. 6 HP BAS I N AC C E S S B A S I N A C C E S S B A S I N A C C E S S 998 . 4 10 0 0 . 6 BA S I N AC C E S S BASIN ACCESS BA S I N AC C E S S B A S I N AC C E S S 1007.0 1 0 0 7 . 0 WO CUSTO M G R A D E D 2' GAR A G E D R O P 1010.0 G = 1 0 1 3 . 0 HWL B - B HWL B-B H W L B - B HW L B - B HWL B - B HW L HWL H W L HW L H W L HWL LO D LOD LO D L O D LO D LOD L O D L O D L O D H W L H W L HWL HW L HW L L O D LO D L O D LOD LOD LO D L O D LOD HW L HW L H W L HWL HWL H W L H W L H W L B - B H W L B - B HW L B - B HWL B-B HWL B-B HW L B - B HW L B - B HW L B - B HWL B - B H W L B - B HW L B - B H W L B - B H W L B - B H W L B - B HW L H W L B - B HWL B - B LOD LO D L O D LOD LODLOD LO D LO D LO D LOD LO D LO D LO D LOD LOD LO D LO D LO D LO D LOD LOD LOD L O D L O D L O D L O D LOD LOD L O D LO D LO D LO D LO D L O D L O D LO D LOD LOD LOD LO D LO D L O D LOD LOD LO D LO D LO D LO D LOD LOD LOD LO D LO D L O D L O D LOD LOD LOD LO D L O D LO D LOD LO D LOD LO D L O D L O D L O D LO D LO D LOD LO D LOD LO D LOD L O D LO D L O D LO D LO D LO D LO D L O D L O D L O D LOD L O D L O D LO D LO D LOD LOD LO D LO D L O D L O D LO D LOD L O D LO D L O D L O D LO D LO D LOD LOD LO D LO D LO D LOD HWL HWL H W L HWL HWL HW L HWL LOD LOD LO D LO D LO D LO D L O D LOD L O D L O D LO D LO D LOD LOD L O D L O D L O D LO D LO D LO D LO D L O D LO D LO D LO D LO D L O D L O D L O D LOD HW L HW L HWL H W L H W L H W L B - B HWL B-B HW L B - B H W L B - B HWL B- B LOD LOD LOD LO D L O D L O D LOD LOD LO D LO D LO D LO D LOD LO D LO D LOD LOD LOD LO D L O D LOD LOD LO D LO D LOD LO D LO D L O D LOD LO D L O D LO D L O D L O D PROP. 15" x 3 5 ' C M P C U L V E R T PROP. 15" x 3 5 ' C M P C U L V E R T PROP. 15" x 3 5 ' C M P C U L V E R T PROP. 12" x 65' CMP CULVERT PROP. 12" x 55' CMP CULVERT 6 CY CL.3 RIPRAP NATURAL LANDLOCKEDBASIN #4 (NO GRADING/TREE REMOVAL)100 YEAR HWL=1009.6EXISTING BOTTOM=1007.0MIN. LOW FL00R=1012.6 PROPO S E D 2 0 ' C R O S S DRAINA G E E A S E M E N T PROPOSED 20' CROSS DRAINAGE EASEMENT PROPO S E D 2 0 ' C R O S S DRAINA G E E A S E M E N T NATURAL LANDLOCKEDBASIN #2 10 YEAR HWL=995.5100 YEAR HWL=998.3EXISTING BOTTOM=992.5PROPOSED BOTTOM=992.0MIN. LOW FLOOR=1001.3 NATURAL LANDLOCKEDBASIN #410 YEAR HWL=1008.5100 YEAR HWL=1009.6EXISTING BOTTOM=1006.5PROPOSED BOTTOM=1006.0MIN. LOW FLR.=1012.6 NATURAL LANDLOCKEDBASIN #6 10 YEAR HWL=1039.1100 YEAR HWL=1039.7PROPOSED BOTTOM=1036.5MIN. LOW FLOOR=1042.7 PROP. 15" x 35' CMP CULVERT 4. 7 % 4 . 0 % 5 . 6 % 1 . 0 % 3. 0 % 7.0 % 8. 0 % 6. 8 % 7. 0 % 6. 3 % 3. 0 % 2 . 0 % 6 . 0 % 4. 9 % 8. 0 % 2. 5 % 4.0 % 3.0 % 8 . 0 % 2 . 7 % 2 . 2 % 4 . 0 % 6. 9 % 5 . 0 % 4 . 7 % 2 . 0 % 2. 0 % 4.9 % 6.0 % 3. 9 % 6 . 1 % 4 . 1 % 3 . 0 % 7 . 0 % 2. 0 % 4 . 9 % 8 . 0 % 3. 0 % 3. 0 % 7.0 % 4.0% 4 . 2 % 3.0 % 8 . 0 % 5 . 0 % 4 . 1 % 4 . 5 % 2. 6 % 4 . 5 % 4. 0 % 3. 4 % 2.0% 1.0 % 4.3% 7 . 0 % 2. 0 % 1. 4 % 2 . 0 % 1012.1 1011.7 1012.5 1012.7 1010.1 1005.51005.3 1013.4 1013.9 1015.0 1016.1 1017.3 1005.9 1005.7 1012.5 1014.1 1014.3 1012.8 1006.0 1006.0 1010.7 1002.0 1007.0 1010.0 1010.0 1013.0 1013.0 1009.0 101 3 . 0 101 8 . 0 101 8 . 0 101 4 . 0 10 1 8 . 0 100 9 . 0 1009.0 1012.2 1006.6 1005.5 100 5 . 3 1005.4 1005.4 1005.9 1004.1 1005.9 1005.9 1007.7 1007.4 1017.4 1012.81012.6 1015.3 1017.1 1017.1 1 0 1 7 . 5 1052.7 1050.61049.2 1050.6 1050.5 1050.8 1050.6 1050.7 1050.71050.6 1044.8 1045.8 1047.9 1050.4 1050.2 1050.0 1053.1 1051.1 1049.8 1052.1 1048.1 1045.1 1042.9 1042.9 1041.9 1041.0 1043.2 1042.1 1043.6 1040.7 1041.9 1041.7 1042.6 1041.7 1042.7 1044.9 1047.9 1051.9 1049.4 1046.71045.1 1048.9 1047.01046.7 1052.0 1052.0 1042.0 1042.0 1042.0 1047.0 1052.0 1034.2 1033.7 1033.0 1032.1 1028.7 1024.7 1024.4 1025.7 102 6 . 8 1028.8 1030.9 1027.9 1027.2 1024.3 1026.6 1024.5 1024.9 1025.5 1024.1 1024.4 1028.4 1031.9 1 0 3 3 . 6 10 3 4 . 4 10 3 4 . 6 1 0 3 4 . 1 103 4 . 5 10 2 5 . 5 102 5 . 5 10 3 4 . 5 103 4 . 5 1013.8 1010.21010.0 10 1 0 . 5 1012.9 1015.9 1016.3 1017.6 1013.6 1014.2 1013.2 1014.3 1012.9 1010.0 1012.6 1015.6 1014.5 1014.5 1007.5 1007.7 10 1 0 . 6 10 1 4 . 5 1014.51014.5 1015.4 1016.5 1016.5 10 1 0 . 5 1010.3 1007.9 10 1 0 . 5 1013.51016.5 1014.1 1009.7 1009.11008.8 1009.4 101 1 . 3 101 2 . 8 1014.3 1014.5 1014.9 1010.0 1009.8 1010.51009.51008.9 1009.1 100 7 . 2 1005.1 1004.8 1005.5 1002.8 1005.3 1006.0 1006.71005.91005.6 1005.3 1005.0 1002.6 1005.3 1004.6 1004 . 9 1007.0 1002.5 1003.0 1048.7 1045.4 1048.4 1004.5 1007.0 1004.0 1004. 4 1004.7 1004.9 1005. 1 1010.2 1010.3 1014.71014.4 10 2 5 . 5 103 4 . 5 1023.9 1023.6 1042.0 1.3%1.0%1.0% 1.3 % 2. 1 % 1005.7 1005.8 1006.1 1007.9 ???1005.21005.4 ??? 3 . 1 % 1011.6 1010.5 1.0% 5.9 % 7. 9 % 8 . 3 % 9. 5 % -0.0% 7.2 % 4. 7 % 1003.01002.5 3. 8 % 17. 4 % 4.2% ?? ? 24. 0 % 4 . 4 % 1005.0 1005.4 1.0% 25' 5' 3' 3% 5' 3'3% 1 0 ' R 13' SAWCUT 33 LF EX. BIT 1006.0 10'R PROPOSED 8' SHOULDER ON BOTH SIDES DRIVEWAY ·3' CLASS 5 SHOULDER (SPEC 2211) 6" THICK ·5' TURF SHOULDER PROP. 12" x 31' CMP CULVERT 100 4 . 0 1003.9 PROP. 12" x 30' CMP CULVERT1039.3 1039.2 1041.4 14. 9 % 9 8 4 988 990 9 9 2 994 982 9 8 4 9 8 6 U F P LO D LO D LODLOD LO D LO D L O D LOD LO D HW L H W L 9 8 6 . 5 9 8 6 . 5 986.5 986.0 986.0 986.5 986.5 986.7 14. 9 % PROPOSED DRY BASIN #710 YEAR HWL=984.3100 YEAR HWL=986.1PROPOSEDBOTTOM=984.0TOP OF BERM=986.5OVERFLOW=986.0 (INSTALLED @ L1-B2 HOMECONST.) 9 8 4 . 3 3.6% 4. 7 % 1002.3 PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 3 6 . 0 (S A M E A S L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B A V G . G R O U N D E L E V = 1 0 0 1 . 0 (4 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B AV G . G R O U N D E L E V = 1 0 0 5 . 0 (2 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D P R I M A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C AV G . G R O U N D E L E V = 1 0 1 6 . 0 (9 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 5 3 C - T Y P E C A V G . G R O U N D E L E V = 1 0 1 8 . 0 (7 . 5 ' L O W E R T H A N L . F . E . ) PR O P O S E D S E C O N D A R Y SS T S D R A I N F I E L D EX I S T . S O I L : 4 9 B - T Y P E B A V G . G R O U N D E L E V = 1 0 0 5 . 0 (2 . 5 L O W E R T H A N L . F . E . ) SB-4 (20') EL=1041.0 DB-3 (5') EL=995.8 SB-7 (20') EL=1014.4 FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD S PS P 99 9 . 6 9 9 9 . 6 W A L K O U T WALKOUT 10 4 0 . 0 LO O K O U T 2 1 3 5 4 4.49 AC. 4.49 ACRES4.49 AC. 4.49 AC. 4.49 ACRES 1039.1 99 7 . 5 995 996 NATURAL LANDLOCKEDBASIN #5 (NO TREE REMOVAL)10 YEAR HWL=997.6100 YEAR HWL=999.7PROPOSED BOTTOM=995.0MIN. LOW FL00R=1002.7 WA L K O U T LO O K O U T WALKOUT 1 0 3 0 10 3 2 10 3 4 1 0 4 2 104 4 1 0 4 2 1 0 3 6 101 2 1014 1014 1016 10 1 0 10 1 4 10 1 2 10 3 3 . 0 10 3 2 . 5 1030.0 1 0 3 2 . 0 PROPOSED DRY BASIN #8 G = 1 0 4 5 . 5 WO CUSTOM G R A D E D 1036.0 1 0 4 5 . 0 10 2 5 . 5 1 0 2 5 . 5 1017.0 G=1017.0 WO CUSTOM GRADED 1012.0 1008.0 WELL WELL 10 1 0 1 0 0 6 1 0 3 8 1 0 4 0 1034 1 0 3 2 U F P U F P WALKOUT PROPOSE D HOME CUSTOM D E S I G N SIDE WALK O U T WL K O U T L K O U T LOOKOUT WALKOUT PROPOSED HOME CUSTOM DESIGN LO O K O U T BASIN ACCESS BA S I N AC C E S S H W L H W L HWL HW L HWL HWL LO D LODL O D LO D L O D HW L B - B HWL B- B HW L HW L HW L H W L HWL H W L B - B HWL B - B HW L B - B H W L B - B L O D LO D L O D LO D LO D LO D LO D LOD LO D LOD LOD LOD LO D LO D LO D LO D LOD LO D LO D LOD LOD LOD LO D LO D LOD LO D L O D 4. 1 % 3. 9 % 5 . 0 % 1. 0 % 9 . 3 % 1043.2 1044.5 1044.51044.8 1044.6 1033.5 1033.5 1033.5 1033.0 1033.0 1033.5 1033.5 1033.5 1045.0 1045.0 1045.01036.0 1036.0 1036.0 1040.0 1017.0 1016.4 1014.5 1017.0 1014.7 1012.5 10 1 1 . 8 1010.3 1008.8 10 1 5 . 1 1017.01016.4 1016.0 1015.81015 . 6 1013.0 10 2 5 . 5 1033.5 1033.5 3.6% 4. 7 % 6 . 9 % 1002.3 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL 04/24/24 NRH ADD PROPOSED WELL LOCATIONS 05/31/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS 07/01/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS NOT FOR CONSTUCT I O N 08/22/24 NRH FINAL PLAT SUBMITTAL 4C3.02 10 GRADING PLAN FOR HOME CONSTRUCTION N SCALE IN FEET 0 10050 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982 Nathan R. Herman FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH S MINOR COLLECTOR 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 PS P S PSP P S P BIG MARINE L O O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) SP S 10 0 0 . 6 1002. 4 99 9 . 6 9 9 9 . 6 FU T U R E AC C E S S O R Y BL D G . P A D 2 1 3 5 4 2 3 1 99 5 . 5 9 9 5 . 5 992 1000.7 1 0 3 9 . 7 1 0 3 9 . 7 1 0 3 9 . 1 1039.1 1 0 3 7 1036.5 99 7 . 5 995 996 NATURAL LANDLOCKEDBASIN #110 YEAR HWL=998.4100 YEAR HWL=1000.6EXISTING BOTTOM=996.5PROPOSED BOTTOM=996.0MIN. LOW FL00R=1003.4 NATURAL LANDLOCKEDBASIN #5 (NO TREE REMOVAL)10 YEAR HWL=997.6100 YEAR HWL=999.7PROPOSED BOTTOM=995.0MIN. LOW FL00R=1002.7 EROSION BLANKET EROSION BLANKET EROSION BLANKET EROSION BLANKET EROSION BLANKET EROSION BLANKET 50' WETLAND SETBACK 9 9 8 . 3 998.3 998 . 3 99 7 . 0 9 9 6 . 0 1 0 0 6 10 3 3 . 0 10 3 2 . 5 1030.0 1 0 3 2 . 0 PROPOSED DRY BASIN #810 YEAR HWL=1032.5100 YEAR HWL=1033.0PROPOSED BOTTOM=1030.0MIN. LOW FLOOR=1036.0TOP OF BERM=1033.5OVERFLOW=1033.0 (INSTALLED @ L5-B2 HOME CONST.) P S 9 9 3 FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD WELL WELL WELL WELL WELL WELL WELL WELL SF S F SF SF PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) PROPOSED RESERVE BORROW AREA & TOPSOIL STORAGE (IF REQUIRED) WL WL W L WB WB WB WB WB WB WB PROPOSED HOUSE PAD PROPO S E D HOUSE P A D PR O P O S E D H O U S E P A D PROPOSED HOUSE PAD PROPOSED HOUSE PAD PROPOSED HOUSE PAD PR O P O S E D H O U S E P A D PROPOSE D HOUSE PA D MODEL HOME #1 MODEL HOME #2 WETLAND BUFFER (50' AVG) PROP.SSTS PROTECTED AREA (TYP.) (FENCE POSTS WITH CAUTION TAPE TO BE INSTALLED PRIOR TO AN DISTURBANCE AT CONSTRUCTION OF INDIVIDUAL HOMES) PROPOSED SILT FENCE (TYP.) (TO BE INSTALLED PRIOR TO ANY DISTURBANCE AT CONSTRUCTION OF INDIVIDUAL HOMES) PROP. SWM PROTECTED AREA (TYP.) (FENCE POSTS WITH CAUTION TAPE TO BE INSTALLED PRIOR TO AN DISTURBANCE AT CONSTRUCTION OF INDIVIDUAL HOMES) PROPOSED SILT FENCE (TYP.) (TO BE INSTALLED PRIOR TO ANY DISTURBANCE AT CONSTRUCTION OF INDIVIDUAL HOMES) PROP. SILT FENCE (TYP.) (TO BE INSTALLED PRIOR TO ANY DISTURBANCE AT CONSTRUCTION OF INDIVIDUAL HOMES) PROPOSED SILT FENCE (TYP.) (TO BE INSTALLED PRIOR TO ANY DISTURBANCE AT CONSTRUCTION OF INDIVIDUAL HOMES) PROPOSED SILT FENCE (TYP.) (TO BE INSTALLED PRIOR TO ANY DISTURBANCE AT CONSTRUCTION OF INDIVIDUAL HOMES) PROP. SWM PROTECTED AREA (TYP.) (FENCE POSTS WITH CAUTION TAPE TO BE INSTALLED PRIOR TO AN DISTURBANCE AT CONSTRUCTION OF INDIVIDUAL HOMES) WETLAND #150' WETLAND BUFFER10 YEAR HWL=1000.7100 YEAR HWL=1002.4EXISTING BOTTOM=997.5NO ALTERATIONS PROPOSEDMIN. LOW FLR.=1005.4 1008.5 1008.5 100 9 . 6 1008.5 EROSION BLANKET 1009. 6 BAS I N ACC E S S B A S I N A C C E S S B A S I N A C C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S 998 . 4 10 0 0 . 6 BA S I N AC C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S HW L B - B HWL B-B HWL B - B HWL HWL HWL H W L HW L HWL H W L H W L HW L HWL SF SF SF S F SF SF SF H W L HW L HW L HW L H W L HWL H W L HWL HWL B - B H W L B - B HWL B-B H W L B - B HWL B - B H W L B - B H W L B - B HWL B-B H W L B - B HWL B - B H W L B - B H W L HW L HWL HWL B-B HW L B - B HWL B-B H W L B - B HW L H W L SF SF SF SF SF SF SF SF S F S F SF SF S F SF SF S F SF SF SF SF S F SF SF SF S F SF SF SF S F S F SF SF SF SF SF SF SF S F S F SF SF SF SF SF SF SF SF SF S F S F S F SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF S F S F SF SF SF SF SF HWL H W L HWL HW L HWL SF S F SF SF SF S F S F SF SF SF SF SF SF SF SF SF SF S F SF SF HW L HWL HW L H W L B - B HW L B - B HWL B-B S F SF SF S F SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF NATURAL LANDLOCKEDBASIN #4 (NO GRADING/TREE REMOVAL)100 YEAR HWL=1009.6EXISTING BOTTOM=1007.0MIN. LOW FL00R=1012.6 PROPO S E D 2 0 ' C R O S S DRAINA G E E A S E M E N T PROPOSED 20' CROSS DRAINAGE EASEMENT PROPOSED 20' CROSS DRAINAGE EASEMENT PROPO S E D 2 0 ' C R O S S DRAINA G E E A S E M E N T NATURAL LANDLOCKEDBASIN #2 10 YEAR HWL=995.5100 YEAR HWL=998.3EXISTING BOTTOM=992.5PROPOSED BOTTOM=992.0MIN. LOW FLOOR=1001.3 NATURAL LANDLOCKEDBASIN #410 YEAR HWL=1008.5100 YEAR HWL=1009.6EXISTING BOTTOM=1006.5PROPOSED BOTTOM=1006.0MIN. LOW FLR.=1012.6 NATURAL LANDLOCKEDBASIN #6 10 YEAR HWL=1039.1100 YEAR HWL=1039.7PROPOSED BOTTOM=1036.5MIN. LOW FLOOR=1042.7 65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER)65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER) WB WBWBWBWB WL OFFSITE WETLAND 75' BUFFER PROPOSED DRY BASIN #710 YEAR HWL=984.3100 YEAR HWL=986.1PROPOSEDBOTTOM=984.0TOP OF BERM=986.5OVERFLOW=986.0 (INSTALLED @ L1-B2 HOMECONST.) 9 8 4 . 3 LEGEND: PROPOSED CONTOUR EXISTING CONTOUR ULTIMATE FLOWPATH RIP-RAP ROCK ENTRANCE BERM EROSION BLANKET SILT FENCE SF SILT FENCE AFTER GRADING SF LIMITS OF DISTURBANCE INLET PROTECTION EXISTING FLOWPATH DRIVEWAY CULVERT SILT FENCE (DOUBLE ROW )SF SF WBWETLAND BUFFER MONUMENT BUILDING SETBACK PROPOSED EASEMENT 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL 04/24/24 NRH ADD PROPOSED WELL LOCATIONS 05/31/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS 07/01/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS NOT FOR CONSTUCT I O N 08/22/24 NRH FINAL PLAT SUBMITTAL 5C3.03 10 EROSION AND SEDIMENT CONTROL FOR HOME CONSTRUCTION NOTE: ALL EXCAVATION AND PROPOSED SWM BMPS ANY ANY REQUIRED EROSION CONTROL METHODS SHALL TAKE PLACE AT THE TIME OF CONSTRUCTION OF INDIVIDUAL HOMES BASED ON SITE AND GRADING PLANS SUBMITTED TO THE CITY AND WATERSHED FOR EACH BUILDINGS PERMIT. EROSION CONTROL BLANKET INSTALLATION ANCHOR TRENCH (SEE DETAIL AND NOTES BLEOW) OVERLAP END JOINTS A MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS STAPLE DENSITY SHALL BE A MINIMUM OF 3 U-SHAPED 8", 11 GAUGE METAL STAPLES PER SQUARE YARD, 6" E-STAPLE OR APPROVED EQUAL AS DESIGNATED ON THE PLANS (THIS MAY VARY PER MANUFACTURER OR AS REQUIRED ON THE PLANS.) ANCHOR TRENCH 1.DIG 6" X 6" TRENCH 2.LAY BLANKET IN TRENCH 3.STAPLE AT 1.5' INTERVALS OR AS DIRECTED ON THE PLANS 4.BACKFILL WITH NATURAL SOIL AND COMPACT 5.ANCHOR TRENCHES SHALL BE PLACED AT THE TOP OF SLOPE, AND EVERY 100 LINEAR FEET OF SLOPE 6" 6" 1' TO 3' DIR E C T I O N O F SU R F A C E F L O W CATEGORY OF EROSION CONTROL BLANKET WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION BERM RESIDENTIAL DRIVEWAYS 1. DIG A 6"X6" TRENCH ALONG THE INTENDED FENCE LINE. 2. DRIVE ALL POSTS INTO THE GROUND AT THE DOWNHILL SIDE OF THE TRENCH. 3. LAY OUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. 4. WOOD POSTS MAY BE SPACED UP TO 5 FEET APART. STEEL POSTS MAY BE SPACED UP TO 6 FEET APART 5. REMOVE SILT FENCE AFTER TURF IS ESTABLISHED. NOTES: POST (METAL OR WOOD 2"X2") BACK FILL 6"X6" TRENCH 12 " M I N . DIRECTION OF RUNOFF FLOW UNDISTURBED SOIL FILTER FABRIC (36" MAX. HT.) OPENING IN FABRIC WEAVE < .212MM. SILT FENCE N SCALE IN FEET 0 16080 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. XX/XX/XXXX47982 Nathan R. Herman NOTE: PRIOR TO ANY LAND DISTURBANCE, THE APPLICANT/CONTRACTOR SHALL SCHEUDLE AN EROSION CONTROL INSPECTION WITH THE CARNELIAN-MARINE-ST. CROIX WATERSHED DISTRICT. RED PINE STAND #1 RED PINESTAND #2 RED PINESTAND #3 RED PINESTAND #4 0 NORTH 80 160 PID#2203220130001 CONTACT: DWAYNE SIKICH CONTINUUM DEVELOPMENT GROUP 612.290.5704 dwayne@ continuumdevelopmentgroup.com 8516 244TH Street, Forest Lake, MN 55025 CD23001 SURVCD001 TREE SURVEY COUNTY/CITY: REVISIONS: PROJECT LOCATION: LAND SURVEYING, INC. CORNERSTONE Suite #200 1970 Northwestern Ave. Stillwater, MN 55082 Phone 651.275.8969 dan@cssurvey .net DATE REVISION PROJECT NO. FILE NAME 13952 205TH ST. N. CITY OF SCANDIA WASHINGTON COUNTY 1-16-24 INITIAL ISSUE 1-17-24 REVISIONS PER CLIENT 2-06-24 REVISIONS PER CLIENT CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of Minnesota. Daniel L. Thurmes Registration Number: 25718 Date:__________________1-16-24 LAURELRIDGE DENOTES TREES AS IDENTIFIED AND LOCATED BY: Mark Rehder President & CEO Rehder Forestry Consulting www.rehderforestryconsulting .com 612-760-3519 NOTE: THE LOCATION OF THE TREES SHOWN ARE APPROXIMATE AND SHOULD NOT BE RELIED UPON FOR ARCHITECTURAL OR ENGINEERING DESIGN. Significant Tree: a tree measuring at least 6 inches in diameter at 54 inches above ground (dbh). Cottonwood, silver maple, and box elder are protected as a size of 20 inches (dbh). Buckthorn and Siberian elm are not considered significant trees at any size. SEE SHEET 2 OF 2 SHEETS FOR TREE INFORMATION TREE INFORMATION OWNER: Mitch Johnson 539 Spruce Drive Hudson, WI 54016 mjohn1515@yahoo.com 651.983.9902 LEGEND UNDERGROUND TELEPHONE OVERHEAD UTILITY UNDERGROUND GAS FENCE BUILDING LINE BITUMINOUS SURFACE CONCRETE SURFACE FOUND CAST IRON MONUMENT FOUND MONUMENT (AS NOTED) SET IRON PIPE MARKED WITH MN LICENSE NO. 25718 CABLE TV PEDESTAL ELECTRIC METER ELECTRIC TRANSFORMER GUY WIRE POWER POLE GAS METER TELEPHONE PEDESTAL SANITARY CLEANOUT WATER WELL MAIL BOX TREES SHEET 1 OF 2 City of Scandia Chapter 153: Unified Development Code Significant Tree: A healthy tree measuring a minimum of 6 caliper inches in diameter or greater (as measured 54 inches above the ground) for all primary deciduous trees, a minimum of 20 caliper inches in diameter or greater for all secondary deciduous trees, or a minimum of 12 feet in height for all native coniferous trees. Secondary Deciduous Tree: Native deciduous trees that are Quacking Aspen (Populus tremuloides), Boxelder (Acer negundo), and Eastern Cottonwood (Populus deltoides). For the four stands of Red Pine, the trees on the perimeter were tagged and inventoried as usual, but the interior trees were counted. The results for the four stands are as follows. Stand #1= 52 trees inventoried, 208 trees total with an 11" average diameter. Stand #2= 56 trees inventoried, 100 trees total with an 11" average diameter. Stand #3= 49 trees inventoried, 105 trees total with an 11" average diameter. Stand #4= 64 trees inventoried, 382 trees total with an 9" average diameter. TOTALS 221 tree inventoried, and 795 trees total in the four red pine stands TOTAL SIGNFICANT & SECONDARY TREES FIELD INVENTORIED: 933 TOTAL ADDITIONAL RED PINE STAND #1 TREES : 156 TOTAL ADDITIONAL RED PINE STAND #2 TREES: 44 TOTAL ADDITIONAL RED PINE STAND #3 TREES: 56 TOTAL ADDITIONAL RED PINE STAND #4 TREES: 318 TOTAL EXISTING SIGNIFICANT & SECONDARY TREE INVENTORY: 1507 RED PINE STAND AREAS SHOWN GRAPHICALLY WERE PROVIDED BY THE CLIENT SHEET: C4.01 PAGE: 6 OF 10 EXISTING RED PINE STAND #4 64 TREES INVENTORIED 382 TREES TOTAL 9 CAL. IN. AVERAGE EXISTING RED PINE STAND #3 49 TREES INVENTORIED 104 TOTAL 11 CAL. IN. AVERAGE EXISTING RED PINE STAND #2 52 TREES INVENTORIED 100 TREES TOTAL 11 CAL. IN. AVERAGE EXISTING RED PINE STAND #1 52 TREES INVENTORIED 208 TOTAL 11 CAL. IN. AVERAGE FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH S MINOR COLLECTOR 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 PS P S PSP P S P BIG MARINE L O O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) SP S FU T U R E AC C E S S O R Y BL D G . P A D 2 1 3 5 4 2 3 1 50' WETLAND SETBACK P S FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD WELL WELL WELL WELL WELL WELL WELL WELL WL WL W L WB WB WB WB WB WB WB WETLAND BUFFER (50' AVG) BAS I N ACC E S S B A S I N A C C E S S B A S I N A C C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S BA S I N AC C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S HWL HWL HWL H W L HW L LO D L O D L O D LO D LO D L O D HWL H W L H W L HW L HWL LO D LOD LO D LO D L O D LO D LO D L O D LO D LOD L O D LOD L O D LOD H W L HW L HW L HW L H W L HWL H W L HWL H W L HW L HWL LOD L O D LOD HW L H W L LOD LO D LO D LOD LO D LO D LOD LO D LO D LOD LOD L O D L O D L O D LOD L O D LO D LO D L O D LO D LOD LOD LO D LO D LOD LO D LO D LOD L O D LO D L O D LOD LOD LO D L O D LOD L O D LO D L O D L O D LO D LO D LO D LOD LO D LO D LO D LO D L O D L O D LO D L O D LO D LOD LOD LO D L O D LO D L O D LO D LO D LO D LO D LOD LOD LO D L O D LO D L O D LO D LOD LO D LO D LO D HWL H W L HWL HW L HWL LOD LO D LO D LO D L O D L O D LO D LO D LOD L O D L O D LO D LO D LO D LOD LO D LOD LOD LO D LO D L O D LO D LO D L O D L O D LOD HW L HWL HW L REMOVE EXIST. BRUSH & TRIM/LIMB EXIST.TREES FOR SITE DISTANCE SAFETY (TYP.) REMOVE EXIST. BRUSH & TRIM/LIMB EXIST.TREES FOR SITE DISTANCE SAFETY (TYP.) REMOVE EXIST. BRUSH & TRIM/LIMB EXIST.TREES FOR SITE DISTANCE SAFETY (TYP.) LOD LOD LO D L O D LOD LO D LO D LOD LO D LO D LOD LO D L O D LOD LO D L O D LO D LO D L O D LO D LO D 65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER)65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER) WB WBWBWBWB WL WOODLAND PRESERVATION PLAN18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL 04/24/24 NRH ADD PROPOSED WELL LOCATIONS 05/31/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS 07/01/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS NOT FOR CONSTUCT I O N 08/22/24 NRH FINAL PLAT SUBMITTAL 7L0.01 10 MAINTAIN EXISTING GRADE WITH THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS. 2" X 6' STEEL POSTS OR APPROVED EQUAL. 5" THICK LAYER OF MULCH. NOTES: 1- LOCATE FENCING PER TREE PROTECTION & EROSION CONTROL PLANS. 2- NO PRUNING SHALL BE PERFORMED EXCEPT BY APPROVED ARBORIST. 3- NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. SECTION VIEW KEEP OUT TREE PROTECTION AREA TREE PROTECTION FENCE: 48" HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS; COLOR- ORANGE. STEEL POSTS INSTALLED AT 8' O.C. TREE PROTECTION FENCE DETAIL WOODLAND PRESERVATION PLAN LEGEND WOODLAND PRESERVATION CALCULATIONS TOTAL EXISTING TREE CALIPER INCHES: 16,282 CALIPER INCHES REMOVED:432 PERCENTAGE OF CALIPER INCHES REMOVED 2.65% TOTAL EXISTING TREES :1,507 PROPOSED TREE REMOVALS:44 PRIMARY CONIFEROUS (12'-24')6 PRIMARY CONIFEROUS (24'+)3 PRIMARY DECIDUOUS (6"- 20")31 PRIMARY DECIDUOUS (20"+)3 SECONDARY DECIDUOUS (20"- 30")1 PERCENTAGE OF TREES REMOVED 2.9% * INCLUDES RED PINE STAND INVENTORIES TREE REPLACEMENT SCHEDULE- SIZE OF TREE DESTROYED NUMBER OF REPLACEMENT TREES A B C DECIDUOUS TREES AT LEAST 4 CALIPER INCHES; CONIFEROUS TREES AT LEAST 12 FEET IN HEIGHT DECIDUOUS TREES AT LEAST 2.5 CALIPER INCHES; CONIFEROUS TREES AT LEAST 6 FEET IN HEIGHT DECIDUOUS TREES AT LEAST 1.5 CALIPER INCHES; CONIFEROUS TREES AT LEAST 4 FEET IN HEIGHT CONIFEROUS, 12 TO 24 FEET HIGH 1 2 4 CONIFEROUS, GREATER THAN 24 FEET IN HEIGHT 2 4 8 PRIMARY DECIDUOUS, 6 TO 20 INCHES DIAMETER 1 2 4 PRIMARY DECIDUOUS, GREATER THAN 20 INCHES IN DIAMETER 2 4 8 SECONDARY DECIDUOUS, 20 TO 30 INCHES DIAMETER 1 2 4 SECONDARY DECIDUOUS, GREATER THAN 30 INCHES DIAMETER 2 4 8 TREE REPLACEMENT CALCULATIONS- (TABLE 153.400.070.1) TREE REPLACEMENTS PROPOSED 1.5" DECIDUOUS TREES: 152 TREES 4' CONIFEROUS TREES:48 TREES TREE PROTECTION FENCE/ LIMITS OF DISTURBANCE TREES TO BE REMOVED EXISTING TREE CANOPY LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD N SCALE IN FEET 0 16080 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS SUREY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Joshua J. McKinney 53234 XX/XX/XXXX 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL 04/24/24 NRH ADD PROPOSED WELL LOCATIONS 05/31/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS 07/01/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS NOT FOR CONSTUCT I O N 08/22/24 NRH FINAL PLAT SUBMITTAL 8L0.02 10 TREE INVENTORY TABLE Tag Species DBH Category Condition Status Notes 1 Pine, red 11 Average Preserved 2 Pine, red 9 Average Preserved 3 Pine, red 13 Average Preserved 4 Pine, red 14 Average Preserved 5 Pine, red 16 Average Preserved 6 Pine, red 16 Average Preserved 7 Pine, red 14 Average Preserved 8 Pine, red 7 Average Preserved 9 Pine, red 11 Average Preserved 10 Pine, red 6 Average Preserved 11 Pine, red 19 Good Preserved 12 Pine, red 7 Average Preserved 13 Pine, red 7 Average Preserved 14 Pine, red 7 Average Preserved 15 Pine, red 8 Average Preserved 16 Pine, red 8 Average Preserved 17 Pine, red 6 Average Preserved 18 Pine, red 8 Average Preserved 19 Pine, red 7 Average Preserved 20 Pine, red 10 Average Preserved 21 Pine, red 16 Average Preserved 22 Pine, red 15 Average Preserved 23 Pine, red 12 Average Preserved 24 Pine, red 14 Average Preserved 25 Pine, red 12 Average Preserved 26 Pine, red 11 Average Preserved 27 Pine, red 15 Average Preserved 28 Pine, red 13 Average Preserved 29 Pine, red 8 Average Preserved 30 Pine, red 5 Average Preserved 31 Pine, red 6 Average Preserved 32 Pine, red 9 Average Preserved 33 Pine, red 10 Average Preserved 34 Pine, red 14 Average Preserved 35 Pine, red 8 Average Preserved 36 Pine, red 9 Average Preserved 37 Pine, red 13 Average Preserved 38 Pine, red 12 Average Preserved 39 Pine, red 9 Average Preserved 40 Pine, red 9 Average Preserved 41 Pine, red 8 Average Preserved 42 Pine, red 13 Average Preserved 43 Pine, red 10 Average Preserved 44 Pine, red 17 Average Preserved 45 Pine, red 13 Average Preserved 46 Pine, red 12 Average Preserved 47 Pine, red 14 Average Preserved 48 Pine, red 14 Average Preserved 49 Pine, red 12 Average Preserved 50 Pine, red 13 Average Preserved 51 Pine, red 10 Average Preserved 52 Pine, red 12 Average Preserved 53 Pine, red 22 Average Preserved 54 Pine, red 13 Average Preserved 55 Pine, red 12 Average Preserved 56 Pine, red 8 Average Preserved 57 Pine, red 9 Average Preserved 58 Pine, red 4 Average Preserved 59 Pine, red 13 Average Preserved 60 Pine, red 11 Average Preserved 61 Pine, red 11 Average Preserved 62 Pine, red 11 Average Preserved 63 Pine, red 12 Average Preserved 64 Pine, red 12 Average Preserved 65 Pine, red 8 Average Preserved 66 Pine, red 15 Average Preserved 67 Pine, red 12 Average Preserved 68 Pine, red 12 Average Preserved 69 Pine, red 15 Average Preserved 70 Pine, red 10 Average Preserved 71 Pine, red 8 Average Preserved 72 Pine, red 13 Average Preserved 73 Pine, red 11 Average Preserved 74 Pine, red 12 Average Preserved 75 Pine, red 7 Average Preserved 76 Pine, red 9 Average Preserved 77 Pine, red 17 Average Preserved 78 Pine, red 14 Average Preserved 79 Pine, red 9 Average Preserved 80 Pine, red 17 Average Preserved 81 Pine, red 18 Average Preserved 82 Pine, red 15 Average Preserved 83 Pine, red 13 Average Preserved 84 Pine, red 11 Average Preserved 85 Pine, red 13 Average Preserved 86 Pine, red 14 Average Preserved 87 Pine, red 16 Average Preserved 88 Pine, red 18 Average Preserved 89 Pine, red 7 Average Preserved 90 Pine, red 16 Average Preserved 91 Pine, red 13 Average Preserved 92 Pine, red 14 Average Preserved 93 Pine, red 13 Average Preserved 94 Pine, red 15 Average Preserved 95 Pine, red 15 Average Preserved 96 Pine, red 16 Average Preserved 97 Pine, red 16 Average Preserved 98 Oak, red 7 Average Preserved 99 Birch, paper 12 Average Preserved 100 Oak, red 12 Average Preserved 101 Cherry, black 15 Good Preserved 102 Cherry, black 7 Average Preserved 103 Elm, american 15 Good Preserved 104 Maple, red 15 Good Preserved 105 Maple, red 13 Good Preserved 106 Maple, red 10 Average Preserved 107 Maple, red 7 Good Preserved 108 Maple, red 9 Good Preserved 109 Maple, red 12 Good Preserved 110 Maple, red 9 Good Preserved 111 Maple, red 20 Good Preserved 2x 12 8 112 Maple, red 12 Good Preserved 113 Maple, silver 26 Average Preserved 114 Maple, silver 44 Average Preserved 2x 24 20 115 Cottonwood, eastern 34 Secondary Average Preserved 116 Cottonwood, eastern 23 Secondary Average Preserved 117 Maple, silver 23 Average Preserved 118 Maple, silver 20 Average Preserved 119 Oak, bur 38 Average Preserved 120 Cherry, black 8 Good Preserved 121 Oak, bur 8 Good Preserved 122 Cedar, red 8 Average Preserved 16' tall 123 Oak, red 20 Good Preserved 124 Oak, red 12 Good Preserved 125 Oak, red 6 Good Preserved 126 Cherry, black 8 Good Preserved 127 Oak, red 12 Good Preserved 128 Oak, red 11 Good Preserved 129 Oak, red 9 Good Preserved 130 Oak, red 12 Good Preserved 131 Oak, red 7 Good Preserved 132 Oak, red 7 Good Preserved 133 Oak, red 8 Good Preserved 134 Oak, red 15 Good Preserved 135 Oak, red 30 Average Preserved 2x 18 12 136 Oak, red 27 Good Preserved 137 Elm, american 10 Average Preserved 138 Oak, red 25 Good Preserved 139 Oak, red 13 Good Preserved 140 Oak, red 31 Good Preserved 141 Oak, red 12 Good Preserved 142 Oak, red 13 Good Preserved 143 Oak, red 32 Good Preserved 2x 20 12 144 Oak, red 7 Good Preserved 145 Oak, red 6 Primary Dec. 6-20"Good Removed 146 Oak, red 6 Primary Dec. 6-20"Good Removed 147 Cedar, red 6 Good Preserved 16' tall 148 Maple, red 6 Good Preserved 149 Birch, paper 11 Average Preserved 150 Birch, paper 8 Good Preserved 151 Birch, paper 9 Good Preserved 152 Oak, red 20 Good Preserved 153 Maple, red 6 Good Preserved 154 Oak, red 16 Good Preserved 155 Oak, red 11 Average Preserved 156 Oak, red 14 Average Preserved 157 Oak, red 7 Average Preserved 158 Oak, red 6 Average Preserved 159 Oak, red 15 Good Preserved 160 Oak, red 7 Good Preserved 161 Maple, red 11 Good Preserved 162 Maple, red 13 Good Preserved 163 Pine, scotch 9 Good Preserved 25' tall 164 Pine, red 7 Good Preserved 20' tall 165 Birch, paper 7 Good Preserved 166 Birch, paper 6 Good Preserved 167 Birch, paper 28 Good Preserved 2x 16 12 168 Birch, paper 9 Good Preserved 169 Birch, paper 16 Good Preserved 2x 8 8 170 Pine, white 17 Good Preserved 171 Maple, red 14 Average Preserved 172 Cedar, red 7 Good Preserved 15' tall 173 Cedar, red 5 Good Preserved 15' tall 174 Pine, white 11 Average Preserved 20' tall 175 Pine, scotch 16 Good Preserved 25' tall 176 Cedar, red 6 Good Preserved 15' tall 177 Cherry, black 6 Good Preserved 178 Pine, white 7 Good Preserved 12' tall 179 Cherry, black 17 Good Preserved 2x 10 7 180 Cedar, red 4 Good Preserved 15' tall 181 Cedar, red 6 Coniferous 12-24'Good Removed 15' tall 182 Cedar, red 8 Coniferous 12-24'Good Removed 15' tall 183 Cherry, black 12 Good Preserved 184 Cherry, black 6 Good Preserved 185 Cedar, red 7 Good Preserved 15' tall 186 Cherry, black 11 Good Preserved 187 Cherry, black 9 Good Preserved 188 Cedar, red 5 Good Preserved 12' tall 189 Maple, red 6 Good Preserved 190 Maple, silver 10 Average Preserved 191 Birch, paper 33 Good Preserved 3x 12 11 10 192 Birch, paper 6 Good Preserved 193 Birch, paper 7 Good Preserved 194 Birch, paper 9 Good Preserved 195 Birch, paper 21 Good Preserved 2x 13 9 196 Birch, paper 11 Good Preserved 197 Birch, paper 16 Good Preserved 198 Birch, paper 13 Good Preserved 2x 7 6 199 Birch, paper 9 Good Preserved 200 Birch, paper 14 Good Preserved 2x 7 7 201 Oak, red 8 Average Preserved 202 Pine, red 17 Average Preserved 203 Pine, red 15 Average Preserved 204 Oak, red 17 Good Preserved 205 Pine, red 20 Average Preserved 206 Pine, red 16 Average Preserved 207 Pine, red 7 Average Preserved 208 Pine, red 7 Average Preserved 209 Pine, red 19 Average Preserved 210 Pine, red 18 Average Preserved 211 Cedar, red 7 Average Preserved 212 Pine, red 19 Average Preserved 213 Pine, red 11 Average Preserved 214 Pine, red 17 Average Preserved 215 Pine, red 15 Average Preserved 216 Boxelder 20 Secondary Average Preserved 217 Pine, red 18 Average Preserved 218 Pine, red 12 Average Preserved 219 Cedar, red 8 Average Preserved 220 Pine, red 17 Average Preserved 221 Pine, red 18 Average Preserved 222 Pine, red 9 Average Preserved 223 Pine, red 32 Average Preserved 2x 17 15 224 Oak, red 7 Average Preserved 225 Pine, red 19 Average Preserved 226 Pine, red 17 Average Preserved 227 Pine, red 10 Average Preserved 228 Pine, red 7 Average Preserved 229 Pine, red 17 Average Preserved 230 Pine, red 9 Average Preserved 231 Pine, red 7 Average Preserved 232 Pine, red 14 Average Preserved 233 Pine, red 13 Average Preserved 234 Pine, red 9 Average Preserved 235 Pine, red 15 Average Preserved 236 Pine, red 11 Average Preserved 237 Pine, red 8 Average Preserved 238 Pine, red 10 Average Preserved 239 Pine, red 9 Average Preserved 240 Pine, red 9 Average Preserved 241 Pine, red 10 Average Preserved 242 Pine, red 11 Average Preserved 243 Pine, red 11 Average Preserved 244 Pine, red 11 Average Preserved 245 Pine, red 9 Average Preserved 246 Pine, red 13 Average Preserved 247 Pine, red 12 Average Preserved 248 Pine, red 11 Average Preserved 249 Pine, red 13 Average Preserved 250 Pine, red 14 Average Preserved 251 Pine, red 12 Average Preserved 252 Pine, red 8 Average Preserved 253 Pine, red 10 Average Preserved 254 Pine, red 8 Average Preserved 255 Pine, red 12 Average Preserved 256 Pine, red 8 Average Preserved 257 Pine, red 13 Average Preserved 258 Pine, red 11 Average Preserved 259 Pine, red 9 Average Preserved 260 Pine, red 12 Average Preserved 261 Pine, red 10 Average Preserved 262 Pine, red 13 Average Preserved 263 Pine, red 4 Average Preserved 264 Pine, red 10 Average Preserved 265 Pine, red 8 Average Preserved 266 Pine, red 9 Average Preserved 267 Pine, red 8 Average Preserved 268 Pine, red 11 Average Preserved 269 Pine, red 7 Average Preserved 270 Pine, red 10 Average Preserved 271 Pine, red 9 Average Preserved 272 Pine, red 9 Average Preserved 273 Pine, red 14 Average Preserved 274 Pine, red 11 Average Preserved 275 Pine, red 15 Average Preserved 276 Pine, red 10 Average Preserved 277 Pine, red 10 Average Preserved 278 Pine, red 10 Average Preserved 279 Pine, red 10 Average Preserved 280 Pine, red 8 Average Preserved 281 Pine, red 10 Average Preserved 282 Pine, red 10 Average Preserved 283 Pine, red 11 Average Preserved 284 Pine, red 6 Average Preserved 285 Pine, red 12 Average Preserved 286 Pine, red 8 Average Preserved 287 Pine, red 10 Average Preserved 288 Pine, red 8 Average Preserved 289 Pine, red 12 Average Preserved 290 Pine, red 10 Average Preserved 291 Pine, red 12 Average Preserved 292 Pine, red 9 Average Preserved 293 Pine, red 8 Average Preserved 294 Pine, red 8 Average Preserved 295 Pine, red 6 Average Preserved 296 Pine, red 12 Average Preserved 297 Pine, red 10 Average Preserved 298 Pine, red 8 Average Preserved 299 Pine, red 8 Average Preserved 300 Pine, red 9 Average Preserved 301 Birch, paper 6 Good Preserved 302 Maple, silver 20 Good Preserved 303 Maple, silver 14 Good Preserved 304 Maple, silver 27 Good Preserved 305 Elm, american 9 Good Preserved 306 Maple, silver 9 Good Preserved 307 Maple, silver 21 Good Preserved 308 Maple, silver 40 Average Preserved 3x 18 12 10 309 Maple, silver 15 Average Preserved 310 Maple, silver 19 Average Preserved 311 Maple, silver 11 Average Preserved 312 Maple, silver 19 Average Preserved 313 Maple, red 7 Average Preserved 314 Elm, american 11 Average Preserved 315 Maple, silver 30 Average Preserved 316 Maple, silver 14 Average Preserved 317 Maple, silver 9 Average Preserved 318 Maple, silver 11 Average Preserved 319 Maple, silver 11 Average Preserved 320 Maple, silver 8 Average Preserved 321 Maple, silver 21 Average Preserved 322 Maple, silver 18 Average Preserved 323 Maple, silver 6 Average Preserved 324 Maple, silver 7 Average Preserved 325 Maple, silver 12 Average Preserved 326 Maple, silver 9 Average Preserved 327 Maple, silver 13 Average Preserved 328 Maple, silver 7 Average Preserved 329 Maple, silver 20 Average Preserved 330 Maple, silver 7 Average Preserved 331 Maple, silver 13 Average Preserved 332 Maple, silver 22 Average Preserved 2x 13 9 333 Maple, silver 15 Average Preserved 334 Maple, silver 10 Average Preserved 335 Maple, silver 16 Average Preserved 336 Maple, red 7 Average Preserved 337 Maple, silver 11 Average Preserved 338 Maple, silver 23 Primary Dec. 20"+Average Removed 339 Maple, silver 7 Primary Dec. 6-20"Average Removed 340 Ash, green 19 Primary Dec. 6-20"Average Removed 341 Crabapple 11 Primary Dec. 6-20"Average Removed 342 Elm, american 8 Average Preserved 343 Elm, american 12 Average Preserved 344 Elm, american 12 Average Preserved 345 Pine, red 16 Good Preserved 60' tall 346 Pine, red 16 Good Preserved 60' tall 347 Cherry, black 8 Good Preserved 348 Elm, american 10 Average Preserved 349 Elm, american 8 Average Preserved 350 Elm, american 9 Average Preserved 351 Elm, american 12 Average Preserved 352 Maple, silver 16 Average Preserved 353 Ash, green 14 Average Preserved 354 Maple, silver 14 Average Preserved 355 Maple, silver 26 Average Preserved 2x 16 10 356 Maple, silver 17 Average Preserved 2x 10 7 357 Maple, silver 14 Average Preserved 358 Maple, silver 10 Average Preserved 359 Maple, silver 14 Average Preserved 360 Elm, american 11 Average Preserved 361 Elm, american 7 Average Preserved 362 Maple, silver 40 Average Preserved 4x 10 10 10 10 363 Maple, red 8 Average Preserved 364 Maple, red 10 Average Preserved 365 Maple, silver 22 Average Preserved 2x 11 11 366 Elm, american 8 Average Preserved 367 Elm, american 8 Average Preserved 368 Maple, silver 10 Average Preserved 369 Maple, silver 23 Average Preserved 2x 14 9 370 Maple, silver 18 Average Preserved 371 Maple, silver 14 Average Preserved 372 Maple, silver 10 Average Preserved 373 Elm, american 7 Average Preserved 374 Elm, american 7 Average Preserved 375 Elm, american 20 Average Preserved 376 Elm, american 10 Average Preserved 377 Elm, american 15 Average Preserved 378 Cedar, red 4 Average Preserved 12' tall 379 Cherry, black 9 Average Preserved 380 Elm, american 15 Average Preserved 381 Cedar, red 13 Average Preserved 382 Birch, paper 6 Average Preserved 383 Maple, silver 6 Average Preserved 384 Elm, american 6 Primary Dec. 6-20"Average Removed 385 Boxelder 45 Secondary Average Preserved 386 Oak, red 12 Good Preserved 387 Cedar, red 4 Coniferous 12-24'Good Removed 15' tall 388 Cedar, red 5 Coniferous 12-24'Good Removed 15' tall 389 Birch, paper 8 Good Preserved 390 Birch, paper 17 Good Preserved 2x 10 7 391 Cedar, red 8 Good Preserved 30' tall 392 Cedar, red 4 Good Preserved 20' tall 393 Oak, red 12 Good Preserved 394 Oak, red 6 Good Preserved 395 Birch, paper 8 Good Preserved 396 Cedar, red 4 Good Preserved 15' tall 397 Cherry, black 8 Good Preserved 398 Birch, paper 8 Good Preserved 399 Birch, paper 6 Good Preserved 400 Cherry, black 7 Good Preserved 401 Pine, red 9 Average Preserved 402 Pine, red 9 Average Preserved 403 Pine, red 9 Average Preserved 404 Pine, red 9 Average Preserved 405 Pine, red 8 Average Preserved 406 Pine, red 11 Average Preserved 407 Pine, red 12 Average Preserved 408 Pine, red 10 Average Preserved 409 Pine, red 7 Average Preserved 410 Pine, red 10 Average Preserved 411 Pine, red 12 Average Preserved 412 Pine, red 10 Average Preserved 413 Oak, red 8 Primary Dec. 6-20"Good Removed 414 Oak, red 8 Good Preserved 415 Birch, paper 7 Good Preserved 416 Birch, paper 13 Good Preserved 417 Birch, paper 13 Good Preserved 418 Birch, paper 9 Primary Dec. 6-20"Good Removed 419 Birch, paper 8 Good Preserved 420 Birch, paper 11 Good Preserved 421 Birch, paper 8 Good Preserved 422 Maple, red 11 Good Preserved 423 Birch, paper 8 Good Preserved 424 Cedar, red 4 Good Preserved 12' tall 425 Oak, red 13 Good Preserved 426 Oak, red 13 Good Preserved 427 Birch, paper 7 Good Preserved 428 Birch, paper 6 Good Preserved 429 Birch, paper 8 Good Preserved 430 Birch, paper 7 Good Preserved 431 Oak, red 10 Good Preserved 432 Oak, red 7 Good Preserved 433 Oak, bur 7 Good Preserved 434 Birch, paper 12 Good Preserved 435 Oak, bur 40 Average Preserved 436 Elm, american 12 Good Preserved 437 Oak, red 6 Good Preserved 438 Cedar, red 8 Coniferous 12-24'Good Removed 15' tall 439 Cedar, red 8 Coniferous 12-24'Good Removed 15' tall 440 Oak, red 15 Good Preserved 441 Oak, red 17 Good Preserved 442 Oak, bur 6 Good Preserved 443 Cedar, red 10 Coniferous 24'+Good Removed 30' tall 444 Oak, red 19 Primary Dec. 6-20"Good Removed 445 Birch, paper 10 Primary Dec. 6-20"Good Removed 446 Cedar, red 10 Good Preserved 25' tall 447 Birch, paper 18 Good Preserved 448 Birch, paper 19 Good Preserved 2x 10 9 449 Maple, red 8 Good Preserved 450 Birch, paper 9 Good Preserved 451 Birch, paper 10 Good Preserved 452 Birch, paper 9 Good Preserved 453 Maple, red 6 Good Preserved 454 Maple, red 6 Good Preserved 455 Maple, red 16 Good Preserved 2x 8 8 456 Maple, red 7 Good Preserved 457 Maple, red 8 Good Preserved 458 Maple, red 6 Good Preserved 459 Birch, paper 8 Good Preserved 460 Birch, paper 7 Good Preserved 461 Birch, paper 9 Good Preserved 462 Birch, paper 8 Good Preserved 463 Birch, paper 6 Good Preserved 464 Birch, paper 7 Good Preserved 465 Birch, paper 6 Good Preserved 466 Birch, paper 8 Good Preserved 467 Maple, red 6 Good Preserved 468 Birch, paper 10 Average Preserved 469 Birch, paper 7 Good Preserved 470 Oak, white 29 Average Preserved 471 Birch, paper 7 Good Preserved 472 Birch, paper 10 Good Preserved 473 Birch, paper 10 Good Preserved 474 Birch, paper 8 Good Preserved 475 Birch, paper 7 Good Preserved 476 Birch, paper 15 Good Preserved 2x 8 7 477 Maple, red 8 Good Preserved 478 Birch, paper 7 Good Preserved 479 Cherry, black 10 Good Preserved 480 Birch, paper 9 Good Preserved 481 Birch, paper 7 Primary Dec. 6-20"Good Removed 482 Oak, red 11 Good Preserved 483 Birch, paper 7 Good Preserved 484 Birch, paper 6 Good Preserved 485 Birch, paper 11 Good Preserved 486 Birch, paper 18 Good Preserved 2x 9 9 487 Birch, paper 21 Good Preserved 2x 13 8 488 Birch, paper 6 Primary Dec. 6-20"Good Removed 489 Birch, paper 8 Good Preserved 490 Birch, paper 6 Good Preserved 491 Oak, bur 8 Good Preserved 492 Oak, red 12 Good Preserved 493 Birch, paper 9 Good Preserved 494 Birch, paper 10 Good Preserved 495 Birch, paper 8 Good Preserved 496 Oak, bur 31 Average Preserved 497 Birch, paper 6 Good Preserved 498 Birch, paper 7 Good Preserved 499 Birch, paper 11 Good Preserved 500 Cherry, black 8 Primary Dec. 6-20"Good Removed 501 Birch, paper 9 Good Preserved 502 Birch, paper 10 Good Preserved 503 Birch, paper 7 Good Preserved 504 Pine, red 10 Good Preserved 505 Cedar, red 5 Good Preserved 15' tall 506 Birch, paper 8 Good Preserved 507 Birch, paper 9 Good Preserved 508 Cedar, red 4 Good Preserved 509 Birch, paper 12 Good Preserved 2x 6 6 510 Birch, paper 8 Good Preserved 511 Birch, paper 6 Good Preserved 512 Oak, bur 28 Good Preserved 513 Birch, paper 8 Good Preserved 514 Oak, red 8 Good Preserved 515 Birch, paper 8 Good Preserved 516 Maple, red 7 Primary Dec. 6-20"Good Removed 517 Maple, red 8 Primary Dec. 6-20"Good Removed 518 Oak, white 23 Primary Dec. 20"+Good Removed 519 Birch, paper 6 Primary Dec. 6-20"Average Removed 520 Birch, paper 6 Primary Dec. 6-20"Good Removed 521 Birch, paper 7 Primary Dec. 6-20"Good Removed 522 Birch, paper 6 Primary Dec. 6-20"Good Removed 523 Birch, paper 6 Good Preserved 524 Birch, paper 9 Primary Dec. 6-20"Good Removed 525 Cedar, red 16 Coniferous 24'+Good Removed 25' tall 526 Birch, paper 6 Good Preserved 527 Pine, red 4 Good Preserved 20' tall 528 Birch, paper 6 Good Preserved 529 Birch, paper 6 Good Preserved 530 Cedar, red 30 Good Preserved 2x 15 15. 40' tall 531 Cherry, black 6 Good Preserved 532 Birch, paper 8 Good Preserved 533 Oak, red 12 Good Preserved 534 Birch, paper 7 Good Preserved 535 Birch, paper 12 Good Preserved 536 Birch, paper 8 Good Preserved 537 Birch, paper 6 Good Preserved 538 Birch, paper 6 Good Preserved 539 Maple, red 8 Good Preserved 540 Maple, red 8 Good Preserved 541 Maple, red 16 Good Preserved 542 Maple, red 6 Good Preserved 543 Cherry, black 7 Good Preserved 544 Maple, red 7 Good Preserved 545 Maple, red 8 Good Preserved 546 Cedar, red 9 Good Preserved 35' tall 547 Oak, white 28 Average Preserved 548 Birch, paper 29 Primary Dec. 20"+Good Removed 4x 8 8 7 7 549 Oak, white 6 Primary Dec. 6-20"Good Removed 550 Maple, red 6 Good Preserved 551 Maple, red 7 Good Preserved 552 Maple, red 10 Good Preserved 553 Birch, paper 8 Good Preserved 554 Oak, white 12 Good Preserved 555 Cedar, red 8 Good Preserved 15' tall 556 Oak, red 11 Good Preserved 557 Oak, red 10 Good Preserved 558 Oak, red 10 Good Preserved 559 Oak, red 9 Good Preserved 560 Oak, red 10 Good Preserved 561 Oak, red 14 Good Preserved 562 Oak, red 10 Good Preserved 563 Oak, red 12 Good Preserved 564 Oak, red 18 Good Preserved 2x 11 7 565 Oak, red 12 Good Preserved 566 Oak, red 6 Good Preserved 567 Oak, red 12 Good Preserved 568 Oak, red 11 Good Preserved 569 Oak, white 6 Good Preserved 570 Oak, red 12 Good Preserved 571 Oak, red 13 Good Preserved 572 Oak, red 11 Good Preserved 573 Birch, paper 9 Primary Dec. 6-20"Good Removed 574 Birch, paper 12 Primary Dec. 6-20"Good Removed 575 Birch, paper 8 Primary Dec. 6-20"Good Removed 576 Oak, red 6 Primary Dec. 6-20"Good Removed 577 Cherry, black 7 Average Preserved 578 Oak, red 13 Primary Dec. 6-20"Good Removed 579 Cedar, red 9 Good Preserved 25' tall 580 Oak, red 22 Good Preserved 2x 11 11 581 Oak, red 9 Good Preserved 582 Cherry, black 8 Good Preserved 583 Birch, paper 7 Good Preserved 584 Birch, paper 6 Good Preserved 585 Birch, paper 7 Good Preserved 586 Birch, paper 8 Good Preserved 587 Pine, red 5 Good Preserved 15' tall 588 Cedar, red 5 Coniferous 24'+Good Removed 25' tall 589 Birch, paper 8 Good Preserved 590 Birch, paper 8 Good Preserved 591 Maple, red 6 Good Preserved 592 Maple, red 8 Good Preserved 593 Birch, paper 7 Good Preserved 594 Oak, bur 33 Average Preserved 595 Birch, paper 7 Good Preserved 596 Maple, red 8 Good Preserved 597 Oak, red 7 Good Preserved 598 Maple, red 9 Good Preserved 599 Maple, red 8 Good Preserved 600 Birch, paper 10 Good Preserved 601 Birch, paper 8 Good Preserved 602 Maple, red 9 Good Preserved 603 Cedar, red 10 Good Preserved 35' tall 604 Birch, paper 8 Good Preserved 605 Maple, red 8 Good Preserved 606 Birch, paper 8 Good Preserved 607 Maple, red 6 Good Preserved 608 Birch, paper 8 Good Preserved 609 Maple, red 6 Good Preserved 610 Birch, paper 9 Good Preserved 611 Maple, red 7 Good Preserved 612 Birch, paper 9 Good Preserved 613 Birch, paper 6 Good Preserved 614 Maple, red 7 Good Preserved 615 Birch, paper 8 Good Preserved 616 Birch, paper 6 Good Preserved 617 Birch, paper 16 Average Preserved 2x 10 6 618 Maple, red 9 Good Preserved 619 Cherry, black 8 Average Preserved 620 Oak, red 13 Good Preserved 621 Oak, red 9 Good Preserved 622 Oak, red 8 Good Preserved 623 Oak, red 15 Good Preserved 624 Oak, red 6 Good Preserved 625 Birch, paper 8 Good Preserved 626 Maple, red 15 Good Preserved 627 Maple, red 6 Good Preserved 628 Cherry, black 7 Good Preserved 629 Oak, red 42 Average Preserved 630 Birch, paper 7 Good Preserved 631 Birch, paper 6 Good Preserved 632 Birch, paper 11 Good Preserved 633 Birch, paper 10 Good Preserved 634 Birch, paper 10 Good Preserved 635 Maple, red 7 Good Preserved 636 Maple, red 6 Good Preserved 637 Maple, red 6 Good Preserved 638 Oak, red 27 Good Preserved 639 Oak, white 19 Average Preserved 640 Oak, red 23 Average Preserved 641 Oak, red 25 Good Preserved 642 Maple, red 6 Good Preserved 643 Oak, white 18 Good Preserved 644 Oak, white 29 Average Preserved 645 Maple, red 7 Average Preserved 646 Birch, paper 6 Primary Dec. 6-20"Good Removed 647 Birch, paper 6 Primary Dec. 6-20"Good Removed 648 Maple, red 12 Good Preserved 649 Maple, red 8 Good Preserved 650 Maple, red 7 Good Preserved 651 Birch, paper 6 Good Preserved 652 Birch, paper 10 Good Preserved 653 Maple, red 8 Good Preserved 654 Oak, red 7 Good Preserved 655 Oak, red 8 Good Preserved 656 Birch, paper 8 Good Preserved 657 Birch, paper 8 Good Preserved 658 Oak, bur 24 Good Preserved 659 Birch, paper 7 Good Preserved 660 Oak, red 12 Good Preserved 661 Oak, red 6 Good Preserved 662 Birch, paper 6 Good Preserved 663 Birch, paper 7 Good Preserved 664 Birch, paper 6 Good Preserved 665 Birch, paper 10 Good Preserved 666 Maple, red 7 Good Preserved 667 Maple, red 8 Good Preserved 668 Birch, paper 9 Good Preserved 669 Oak, red 8 Good Preserved 670 Birch, paper 6 Good Preserved 671 Birch, paper 6 Good Preserved 672 Maple, red 6 Good Preserved 673 Birch, paper 8 Good Preserved 674 Birch, paper 25 Average Preserved 2x 13 12 675 Birch, paper 9 Good Preserved 676 Oak, bur 7 Good Preserved 677 Cedar, red 12 Good Preserved 20' tall 678 Oak, red 9 Good Preserved 679 Oak, red 6 Good Preserved 680 Maple, red 8 Good Preserved 681 Maple, red 9 Good Preserved 682 Birch, paper 7 Good Preserved 683 Maple, red 6 Good Preserved 684 Cherry, black 7 Good Preserved 685 Maple, red 10 Good Preserved 686 Maple, red 8 Good Preserved 687 Birch, paper 12 Good Preserved 2x 6 6 688 Oak, red 6 Good Preserved 689 Oak, red 8 Good Preserved 690 Oak, red 9 Good Preserved 691 Birch, paper 13 Good Preserved 2x 7 6 692 Oak, red 11 Good Preserved 693 Birch, paper 8 Good Preserved 694 Oak, red 8 Good Preserved 695 Birch, paper 7 Good Preserved 696 Birch, paper 7 Good Preserved 697 Birch, paper 7 Good Preserved 698 Birch, paper 8 Good Preserved 699 Birch, paper 8 Good Preserved 700 Birch, paper 18 Good Preserved 2x 10 8 701 Birch, paper 24 Average Preserved 702 Oak, red 7 Good Preserved 703 Elm, american 9 Average Preserved 704 Birch, paper 7 Average Preserved 705 Maple, red 7 Average Preserved 706 Maple, red 9 Good Preserved 707 Maple, red 7 Good Preserved 708 Maple, red 8 Good Preserved 709 Maple, red 7 Good Preserved 710 Maple, red 7 Good Preserved 711 Birch, paper 6 Average Preserved 712 Cherry, black 8 Good Preserved 713 Oak, red 11 Good Preserved 714 Oak, red 12 Good Preserved 715 Birch, paper 9 Good Preserved 716 Oak, red 8 Good Preserved 717 Birch, paper 6 Average Preserved 718 Oak, red 7 Good Preserved 719 Birch, paper 14 Average Preserved 720 Cherry, black 13 Good Preserved 721 Oak, red 39 Good Preserved 722 Oak, red 39 Average Preserved 723 Birch, paper 6 Average Preserved 724 Birch, paper 7 Average Preserved 725 Maple, red 7 Average Preserved 726 Maple, red 7 Average Preserved 727 Maple, red 7 Average Preserved 728 Birch, paper 6 Average Preserved 729 Oak, red 30 Good Preserved 730 Oak, bur 29 Good Preserved 731 Maple, red 8 Good Preserved 732 Oak, bur 20 Good Preserved 733 Maple, red 6 Good Preserved 734 Birch, paper 10 Good Preserved 735 Oak, bur 26 Good Preserved 736 Birch, paper 8 Good Preserved 737 Oak, red 28 Average Preserved 738 Cherry, black 16 Average Preserved 739 Maple, red 7 Average Preserved 740 Birch, paper 9 Average Preserved 741 Birch, paper 9 Average Preserved 742 Birch, paper 9 Average Preserved 743 Birch, paper 6 Average Preserved 744 Birch, paper 8 Average Preserved 745 Birch, paper 16 Average Preserved 746 Birch, paper 13 Average Preserved 2x 7 6 747 Birch, paper 6 Good Preserved 748 Maple, red 7 Average Preserved 749 Elm, american 14 Average Preserved 750 Maple, red 11 Good Preserved 751 Maple, red 16 Average Preserved 2x 9 7 752 Maple, red 7 Good Preserved 753 Maple, red 8 Average Preserved 754 Maple, red 26 Average Preserved 4x 7 7 6 6 755 Maple, red 13 Average Preserved 2x 7 6 756 Maple, red 13 Average Preserved 2x 7 6 757 Maple, red 16 Average Preserved 2x 9 7 758 Maple, red 9 Average Preserved 759 Oak, red 8 Good Preserved 760 Oak, red 9 Average Preserved 761 Maple, red 9 Good Preserved 762 Maple, red 11 Average Preserved 763 Maple, red 13 Good Preserved 764 Birch, paper 14 Average Preserved 765 Birch, paper 14 Average Preserved 766 Birch, paper 7 Average Preserved 767 Birch, paper 10 Average Preserved 768 Birch, paper 9 Average Preserved 769 Birch, paper 8 Average Preserved 770 Birch, paper 6 Average Preserved 771 Birch, paper 7 Average Preserved 772 Birch, paper 7 Average Preserved 773 Birch, paper 7 Average Preserved 774 Maple, red 7 Average Preserved 775 Maple, silver 12 Average Preserved 776 Birch, paper 10 Average Preserved 777 Birch, paper 13 Average Preserved 778 Birch, paper 8 Average Preserved 779 Birch, paper 16 Average Preserved 2x 9 7 780 Oak, bur 30 Average Preserved 781 Maple, red 6 Average Preserved 782 Oak, bur 26 Good Preserved 783 Maple, red 6 Average Preserved 784 Maple, red 11 Average Preserved 785 Birch, paper 7 Average Preserved 786 Birch, paper 6 Average Preserved 787 Birch, paper 6 Average Preserved 788 Maple, red 11 Average Preserved 789 Birch, paper 8 Average Preserved 790 Cherry, black 13 Good Preserved 791 Birch, paper 9 Average Preserved 792 Birch, paper 11 Average Preserved 793 Birch, paper 14 Average Preserved 2x 7 7 794 Birch, paper 7 Average Preserved 795 Maple, red 7 Average Preserved 796 Cherry, black 6 Average Preserved 797 Birch, paper 6 Average Preserved 798 Birch, paper 7 Average Preserved 799 Birch, paper 6 Average Preserved 800 Birch, paper 7 Average Preserved 801 Birch, paper 7 Average Preserved 802 Birch, paper 7 Average Preserved 803 Birch, paper 6 Average Preserved 804 Elm, american 6 Average Preserved 805 Birch, paper 7 Average Preserved 806 Birch, paper 7 Average Preserved 807 Maple, silver 17 Good Preserved 808 Birch, paper 15 Average Preserved 2x 8 7 809 Cherry, black 6 Average Preserved 810 Maple, red 6 Average Preserved 811 Birch, paper 9 Average Preserved 812 Birch, paper 19 Average Preserved 2x 11 8 813 Maple, red 9 Average Preserved 814 Maple, red 10 Average Preserved 815 Birch, paper 6 Average Preserved 816 Birch, paper 11 Average Preserved 817 Maple, red 9 Average Preserved 818 Maple, red 9 Average Preserved 819 Maple, red 7 Average Preserved 820 Birch, paper 12 Average Preserved 821 Maple, red 14 Average Preserved 822 Maple, red 7 Average Preserved 823 Maple, red 7 Average Preserved 824 Birch, paper 9 Good Preserved 825 Birch, paper 7 Good Preserved 826 Maple, red 7 Good Preserved 827 Maple, red 10 Good Preserved 828 Maple, red 9 Average Preserved 829 Maple, red 7 Average Preserved 830 Maple, red 7 Average Preserved 831 Cherry, black 8 Average Preserved 832 Maple, red 13 Average Preserved 2x 7 6 833 Maple, red 8 Average Preserved 834 Maple, red 7 Average Preserved 835 Birch, paper 9 Average Preserved 836 Birch, paper 6 Good Preserved 837 Maple, red 9 Good Preserved 838 Maple, red 8 Good Preserved 839 Birch, paper 10 Good Preserved 840 Maple, red 6 Average Preserved 841 Birch, paper 8 Average Preserved 842 Maple, red 7 Average Preserved 843 Birch, paper 10 Average Preserved 844 Birch, paper 10 Good Preserved 845 Birch, paper 14 Average Preserved 2x 7 7 846 Maple, red 10 Average Preserved 847 Maple, red 8 Average Preserved 848 Maple, red 6 Average Preserved 849 Maple, red 20 Average Preserved 850 Maple, red 18 Average Preserved 851 Maple, red 10 Average Preserved 852 Maple, red 9 Average Preserved 853 Maple, red 9 Average Preserved 854 Birch, paper 9 Average Preserved 855 Birch, paper 6 Good Preserved 856 Birch, paper 8 Average Preserved 857 Birch, paper 6 Average Preserved 858 Birch, paper 9 Average Preserved 859 Birch, paper 10 Average Preserved 860 Birch, paper 14 Average Preserved 2x 7 7 861 Maple, red 9 Average Preserved 862 Maple, red 9 Average Preserved 863 Cherry, black 11 Average Preserved 864 Maple, red 7 Average Preserved 865 Maple, red 18 Average Preserved 866 Birch, paper 9 Average Preserved 867 Maple, red 6 Average Preserved 868 Maple, red 6 Average Preserved 869 Birch, paper 9 Good Preserved 870 Maple, red 6 Average Preserved 871 Birch, paper 8 Average Preserved 872 Birch, paper 7 Average Preserved 873 Birch, paper 6 Average Preserved 874 Birch, paper 7 Average Preserved 875 Birch, paper 7 Average Preserved 876 Birch, paper 12 Average Preserved 877 Birch, paper 9 Average Preserved 878 Birch, paper 10 Average Preserved 879 Maple, red 7 Average Preserved 880 Birch, paper 7 Average Preserved 881 Basswood, american 60 Average Preserved 882 Elm, american 10 Average Preserved 883 Birch, paper 7 Average Preserved 884 Birch, paper 7 Average Preserved 885 Oak, bur 44 Average Preserved 2x 30 14 886 Oak, bur 7 Average Preserved 887 Oak, red 43 Good Preserved 888 Boxelder 39 Secondary Average Preserved 2x 27 12 889 Boxelder 21 Secondary Average Preserved 890 Boxelder 21 Secondary Average Preserved 891 Elm, american 7 Average Preserved 892 Elm, american 12 Average Preserved 893 Birch, paper 34 Average Preserved 3x 12 12 10 894 Oak, red 18 Average Preserved 895 Birch, paper 20 Average Preserved 896 Birch, paper 8 Average Preserved 897 Maple, red 8 Average Preserved 898 Boxelder 36 Secondary Average Preserved 899 Boxelder 30 Secondary Average Preserved 900 Elm, american 9 Average Preserved 901 Oak, red 14 Average Preserved 902 Oak, red 10 Average Preserved 903 Birch, paper 8 Average Preserved 904 Birch, paper 11 Average Preserved 905 Oak, red 15 Average Preserved 906 Oak, red 9 Good Preserved 907 Birch, paper 36 Average Preserved 3x 13 12 11 908 Oak, red 19 Good Preserved 909 Oak, red 7 Average Preserved 910 Oak, red 10 Average Preserved 911 Oak, red 8 Average Preserved 912 Oak, red 9 Average Preserved 913 Cherry, black 7 Average Preserved 914 Cherry, black 15 Average Preserved 915 Cedar, red 9 Primary Dec. 6-20"Average Removed 916 Oak, red 17 Good Preserved 917 Oak, red 18 Average Preserved 2x 12 6 918 Oak, red 7 Average Preserved 919 Oak, red 15 Good Preserved 920 Oak, red 12 Average Preserved 921 Oak, red 14 Average Preserved 922 Cedar, red 8 Average Preserved 923 Birch, paper 13 Average Preserved 2x 7 6 924 Birch, paper 9 Average Preserved 925 Birch, paper 11 Good Preserved 926 Birch, paper 7 Primary Dec. 6-20"Average Removed 927 Cherry, black 6 Primary Dec. 6-20"Average Removed 928 Cottonwood, eastern 28 Secondary 20-30"Good Removed 929 Birch, paper 23 Average Preserved 3x 8 8 7 930 Oak, red 10 Good Preserved 931 Oak, red 12 Good Preserved 932 Oak, red 6 Average Preserved 933 Cherry, black 10 Average Preserved LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS SUREY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Joshua J. McKinney 53234 XX/XX/XXXX RED PINE STAND #1 RED PINE STAND #2 RED PINE STAND #3 RED PINE STAND #4 RED PINE STAND #1 RED PINE STAND #2 RED PINE STAND #3 RED PINE STAND #4 FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH S MINOR COLLECTOR 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 PS P S PSP P S P BIG MARINE L O O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) SP S FU T U R E AC C E S S O R Y BL D G . P A D 2 1 3 5 4 2 3 1 50' WETLAND SETBACK P S FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD WELL WELL WELL WELL WELL WELL WELL WELL WL WL W L WB WB WB WB WB WB WB PROPOSED HOUSE PAD PROPO S E D HOUSE P A D PR O P O S E D H O U S E P A D PROPOSED HOUSE PAD PROPOSED HOUSE PAD PROPOSED HOUSE PAD PR O P O S E D H O U S E P A D PROPOSE D HOUSE PA D MODEL HOME #1 MODEL HOME #2 WETLAND BUFFER (50' AVG) BAS I N ACC E S S B A S I N A C C E S S B A S I N A C C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S BA S I N AC C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S HWL HWL HWL H W L HW L HWL H W L H W L HW L HWL H W L HW L HW L HW L H W L HWL H W L HWL H W L HW L HWL HW L H W L HWL H W L HWL HW L HWL HW L HWL HW L NATURAL LANDLOCKED BASIN #2 NATURAL LANDLOCKED BASIN #1 NATURAL LANDLOCKED BASIN #4 NATURAL LANDLOCKED BASIN #5 PROP. DRY BASIN #8 WETLAND #1 50' AVG. BUFFER PROP. DRY BASIN #7 NATURAL LANDLOCKED BASIN #6 65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER)65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER) WB WBWBWBWB WL OFFSITE WETLAND 75' BUFFER LANDSCAPE PLAN FOR HOME CONSTRUCTION18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL 04/24/24 NRH ADD PROPOSED WELL LOCATIONS 05/31/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS 07/01/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS NOT FOR CONSTUCT I O N 08/22/24 NRH FINAL PLAT SUBMITTAL 9L1.00 10 NOTE: ALL LANDSCAPING AND PROPOSED SEEDING ANY ANY REQUIRED TREE REMOVAL SHALL TAKE PLACE AT THE TIME OF CONSTRUCTION OF INDIVIDUAL HOMES BASED ON SITE AND GRADING PLANS SUBMITTED TO THE CITY AND WATERSHED FOR EACH BUILDINGS PERMIT. PROVIDE & INSTALL RODENT PROTECTION 1/2" HARDWIRE CLOTH, MESH CYLINDER, 8" DIA OR GREATER X 24" HT.. STAKE IN PLACE INSTALL TREE WITH ROOT FLARE VISIBLE AT TOP OF THE ROOT BALL. REMOVE SOIL IN LEVEL MANNER FROM TOP OF ROOT BALL TO EXPOSE 1ST 1/2" OR LARGER MAIN ORDER ROOT IF NEEDED. SET ROOT BALL WITH MAIN ORDER ROOT 1" ABOVE ADJACENT GRADE. DO NOT COVER TOP OF ROOT BALL WITH SOIL. INSTALL 3" LAYER OF SHREDDED HARDWOOD MULCH. PLACE NO MULCH IN CONTACT WITH TREE TRUNK REMOVE BURLAP, TWINE, ROPE AND WIRE FROM TOP HALF OF ROOT BALL BUILD 4" HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL EDGE CONDITION VARIES PLACE ROOT BALL ON UNDISTURBED OR COMPACTED SOIL SCARIFY SIDES OF TREE PIT WITH SPADE BY HAND TO BIND WITH PREPARED SOIL PLANTING SOIL, REFER TO SPECIFICATIONS, COMPACT TO 85% OF MAX. DRY UNIT WEIGHT ACCORDING TO ASTM D 698 TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT DIG PLANTING PIT 4" TO 6" DEEPER THAN ROOT BALL UNDISTURBED SUBGRADE NOTE: CONTRACTOR SHALL MAINTAIN TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. IF STAKING IS REQUIRED BY SITE CONDITIONS, CONTRACTOR TO USE 2 OR 3 STAKE METHOD WITH 1" WEBBING AROUND TRUNK OF TREE (NO WIRE OR CABLING TO BE USED) WRAP TREE TRUNKS PER NOTES. 30" RADIUS MULCH RING A1.5 X A MIN. 1 1 TREE PLANTING DETAIL PLANTING CODE TREE PLANTING KEY LANDSCAPE NOTES 1.NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 2.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. 3.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. 4.ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 5.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 6.NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 7.ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 9.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASONS (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 10.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. 11.SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. 11.1.DECIDUOUS /B&B: 4/1 - 6/1; 9/21 - 11/1 11.2.EVERGREEN B&B: 4/1 - 5/1; 9/21 - 11/1 CONIFEROUS REPLACEMENT TREES ( 4' HT- SELECT FROM NATIVE TREE LIST) DECIDUOUS REPLACEMENT TREES (1.5" CAL. - SELECT FROM NATIVE TREE LIST) OVERSTORY DECIDUOUS TREES (MIN. 2.5" CAL.): NATIVE: OCTOBER GLORY RED MAPLE (ACER RUBRUM 'OCTOBER GLORY') YES FALL FIESTA SUGAR MAPLE (ACER SACCHARUM 'BAILSTA') YES TRUE NORTH COFFEETREE, (GYMNOCLADUS DIOICUS 'UMNSYNERGY')YES NORTHERN RED OAK (QUERCUS RUBRA)YES FRONTYARD LINDEN (TILIA AMERICANA 'BAILYARD')YES CONIFEROUS TREES (MIN. 8' HT.): NATIVE: BALSAM FIR (ABIES BALSAMEA) YES BLACK HILLS SPRUCE (PICEA GLAUCA 'DENSATA') YES RED PINE (PINUS RESINOSA)YES WHITE PINE (PINUS STROBUS)YES EASTERN HEMLOCK (TSUGA CANADENSIS)YES ORNAMENTAL TREES (MIN. 2" CAL. OR 8' HT.) NATIVE: EARLY GLOW OHIO BUCKEYE (AESCULUS GLABRA 'JN SELECT')YES SERVICEBERRY, TREE FORM (AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE')YES COCKSPUR HAWTHORN (CRATAEGUS CRUS-GALLI) YES AMERICAN HAZELNUT, TREE FORM (CORYLUS AMERICANA)YES EASTERN WAHOO, TREE FORM (EUONYMUS ATROPURPUREUS) YES WITCH HAZEL, TREE FORM (HAMAMELIS VIRGINIANA)YES WET AREA DECIDUOUS TREES (MIN. 2.5" CAL): NATIVE: NORTHWOODS RED MAPLE (ACER RUBRUM 'NORTHWOOD')YES HERITAGE RIVER BIRCH, CLUMP (BETULA NIGRA 'CULLY') YES NORTHERN CATALPA (CATALPA SPECIOSA) YES AMERICAN PERSIMMON DIOSPYROS VIRGINIANA 'YATES') YES SWAMP WHITE OAK (QUERCUS BICOLOR)YES TABLE 153.400.060.1 OF THE SCANDIA UDC: REQUIRED PROPOSED SINGLE FAMILY RESIDENTIAL 5 TREES PER LOT* 5 TREES PER LOT* TREE REPLACEMENTS (SEE L0.01)48 CONIFEROUS 48 CONIFEROUS 152 DECIDUOUS 152 DECIDUOUS *PER CITY ORDINANCE- HEAVILY WOODED LOTS DO NOT REQUIRE ALL 5 TREES N SCALE IN FEET 0 16080 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS SUREY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Joshua J. McKinney 53234 XX/XX/XXXX RED PINE STAND #1 RED PINE STAND #2 RED PINE STAND #3 RED PINE STAND #4 RED PINE STAND #1 RED PINE STAND #2 RED PINE STAND #3 RED PINE STAND #4 FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD FU T U R E AC C E S S O R Y BL D G . P A D FUTURE ACCESSORY BLDG. PAD 30 NO V A K A V E N U E N O R T H 30 205TH STREET NORTH S MINOR COLLECTOR 30 30 NO V A K A V E N U E N O R T H BLOCK 1 BLOCK 2 PS P S PSP P S P BIG MARINE L O O P O N - R O A D T R A I L (VILLAGE CON N E C T I O N ) SP S FU T U R E AC C E S S O R Y BL D G . P A D 2 1 3 5 4 2 3 1 50' WETLAND SETBACK P S FUTURE ACCESSORY BLDG. PAD FUTURE ACCESSORY BLDG. PAD WELL WELL WELL WELL WELL WELL WELL WELL WL WL W L WB WB WB WB WB WB WB PROPOSED HOUSE PAD PROPO S E D HOUSE P A D PR O P O S E D H O U S E P A D PROPOSED HOUSE PAD PROPOSED HOUSE PAD PROPOSED HOUSE PAD PR O P O S E D H O U S E P A D PROPOSE D HOUSE PA D MODEL HOME #1 MODEL HOME #2 WETLAND BUFFER (50' AVG) BAS I N ACC E S S B A S I N A C C E S S B A S I N A C C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S BA S I N AC C E S S BASIN ACCESS BA S I N AC C E S S BA S I N AC C E S S HWL HWL HWL H W L HW L HWL H W L H W L HW L HWL H W L HW L HW L HW L H W L HWL H W L HWL H W L HW L HWL HW L H W L HWL H W L HWL HW L HWL HW L HWL HW L NATURAL LANDLOCKED BASIN #2 NATURAL LANDLOCKED BASIN #1 NATURAL LANDLOCKED BASIN #4 NATURAL LANDLOCKED BASIN #5 PROP. DRY BASIN #8 WETLAND #1 50' AVG. BUFFER PROP. DRY BASIN #7 NATURAL LANDLOCKED BASIN #6 65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER)65' CONSERVATION EASEMENT(AND 75' OFFSITE WETLAND BUFFER) WB WBWBWBWB WL OFFSITE WETLAND 75' BUFFER GROUNDCOVER SEEDING PLAN18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRASUBMITTALS & REVISIONS Date DescriptionRev.By PROJECT #: SHEET REVISION PAGE OF CHECKED: DRAWN: SCANDIA, MN LAUREL RIDGENRH DES - 24001 CONTINUUM DEVELOPMENT GROUP 03/18/24 NRH INITIAL SUBMITTAL 04/24/24 NRH ADD PROPOSED WELL LOCATIONS 05/31/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS 07/01/24 NRH REVISIONS PER CITY & WATERSHED COMMENTS NOT FOR CONSTUCT I O N 08/22/24 NRH FINAL PLAT SUBMITTAL 10L2.00 10 NOTE: ALL LANDSCAPING AND PROPOSED SEEDING ANY ANY REQUIRED TREE REMOVAL SHALL TAKE PLACE AT THE TIME OF CONSTRUCTION OF INDIVIDUAL HOMES BASED ON SITE AND GRADING PLANS SUBMITTED TO THE CITY AND WATERSHED FOR EACH BUILDINGS PERMIT. MAINTAINED TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1.ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 6" OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 1 2" INCHES IN ANY DIMENSION. 2.WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, SOD SHALL BE STAKED SECURELY. 4.TURF ON ALL OTHER AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED BY SEEDING, MULCHING AND FERTILIZING. SEED MIXTURES HALL BE APPLIED PER THE APPLICATION RATES FOUND IN THE TABLES ABOVE. 5.ALL DISTURBED AREAS TO BE TURF SEEDED, ARE TO RECEIVE 6" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. 6.ALL DISTURBED AREAS TO RECEIVE NATIVE SEED, ARE TO RECEIVE PLANTING SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. FOR SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES INSTALL EROSION CONTROL BLANKET. LOW MAINTENANCE TURF NOTES: 1.DURING GROWING SEASON NEVER MOW SHORTER THAN 3.5 INCHES, PREFERRED MAINTENANCE IS MOW ONCE PER MONTH AT 5" HEIGHT 2.DO NOT USE HIGH NITROGEN FERTILIZER 3.OVERSEED THIN,BARE SPOTS IN FALL 4.SET MOWER TO 3" FOR BAGGING AND MOWING IN LATE FALL AFTER GROWING SEASON 5.IF SEEDED OUTSIDE OF SUMMER MONTHS, A COVER CROP OF WINTER WHEAT. GROUNDCOVER INSTALLATION NOTES GROUNDCOVER KEY & APPLICATION RATES CUSTOM SHORTGRASS NATIVE MIX (TWIN CITY SEED CO.) APPLIED AT 15 LBS PER ACRE. SIDEOATS GRAMA (BOUTELOUA CURTIPENDULA)10% BLUE GRAMA (BOUTELOUA GRACILIS) 5% SLENDER WHEATGRASS (ELYMUS TRACHYCAULUS)15% VIRGINIA WILD RYE (ELYMUS VIRGINICUS)10% JUNEGRASS (KOELERIA MACRANTHA) 5% LITTLE BLUESTEM (SCHIZACHYRUIM SCOPARIUM)10% SAND DROPSEED (SPOROBOLUS CRYPTANDRUS) 5% ANNUAL OATS COVER CROP (AVENA SATIVA)10% ANNUAL RYE GRASS COVER CROP (LOLIUM MULTIFLORUM)10% SHORT NATIVE MESIC FORB MIX 20% BUTTERFLY WEED (ASCLEPIAS TUBEROSA) ANISE HYSSOP (AGASTACHE FOENICULUM) COLUMBINE (AQUILEGIA CANADENSIS) NEW ENGLAND ASTER (ASTER NOVAE-ANGLIAE) PARTRIDGE PEA (CHAMAECRISTA FASCICULATA) PURPLE PRAIRIE CLOVER (DALEA PURPUREA) BUNDLEFLOWER (DESMANTHUS ILLINOENSIS) SHOWY TICK TREFOIL (DESMODIUM CANADENSE) PURPLE CONEFLOWER (ECHINACEA PURPUREA) CALIFORNIA POPPY (ESCHSCHOLZIA CALIFORNICA) ORANGE HAWKWEED (HIERACIUM AURANTIACUM) PRAIRIE BLAZING STAR (LIATRIS PYCNOSTACHYA) CARDINAL FLOWER (LOBELIA CARDINALIS) LUPINE (LUPINIS PERENNIS) BLACK EYED SUSAN (RUDBECKIA HIRTA) SPIDERWORT (TRADESCANTIA VIRGINIANA) MN-DOT MIX 33-262 APPLIED AT 40 LBS PER ACRE LOW MAINTENANCE TURF MIX- 75% DITCH MIX, 25% LOW GROW FESCUE MIX (TWIN CITY SEED CO.) SOD OR "TCS TUFF TURF" MIX (TWIN CITY SEED CO.) APPLIED AT 200 LBS PER ACRE. N SCALE IN FEET 0 16080 LICENSE NO:DATE: I HEREBY CERTIFY THAT THIS SUREY, PLAN, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. Joshua J. McKinney 53234 XX/XX/XXXX LAUREL RIDGE - DEVELOPMENT PLAN - CITY OF SCANDIA - WASHINGTON COUNTY, MINNESOTA STORMWATER POLLUTION PREVENTION PLAN (SWPPP) 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRA SWPPP DATE & AMENDMENTS Date DescriptionBy SWPPP DESIGNER: PROJECT #: OF 2SCANDIA, MN LAUREL RIDGE NRH 24001 CONTIMUUM DEVELOPMENT GROUP 08/22/24 NRH PREPARE SWPPP 1 1.1 CONSTRUCTION ACTIVTY INFORMATION THE WORK DESCRIBED TO IMPLEMENT THE FOLLOWING STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE PERFORMED BY THE OPERATOR AS APPOINTED BY THE OWNER. THE WORK TO INSTALL, INSPECT, AND MAINTAIN THE BEST MANAGEMENT PRACTICES (BMPs) FOR EROSION PREVENTION AND SEDIMENT CONTROL SHALL BE IN ACCORDANCE WITH THE MPCA, AND SHALL INCLUDE, BUT IS NOT LIMITED TO, THE REQUIREMENTS CONTAINED WITHIN THIS SWPPP. THE NPDES PERMIT IN IT'S ENTIRETY CAN BE FOUND AT https://www.pca.state.mn.us/sites/default/files/wq-strm2-80a.pdf PROJECT NAME:LAUREL RIDGE PROJECT LOCATION/ADDRESS:13952 205TH STREET N, SCANDIA, MN 55073 PROJECT TYPE:RESIDENTIAL COMMERCIAL/INDUSTRIAL ROAD CONSTRUCTION RESIDENTIAL & ROAD CONSTRUCTION OTHER:____________________ PROJECT AREAS: TOTAL AREA DISTURBED:6.0 ACRES PRE-DEVELOPMENT IMPERVIOUS SURFACE:0.1 ACRES POST-DEVELOPMENT IMPERVIOUS SURFACE:2.0 ACRES TOTAL NEW IMPERVIOUS SURFACE:1.9 ACRES PLANNED CONSTRUCTION START DATE:06/01/2024 ESTIMATED COMPLETION DATE:12/31/2026 1.2 RESPONSIBLE PARTIES THE OWNER, OPERATOR, OR CONSULTANT MUST APPLY FOR COVERAGE UNDER THE MPCA'S GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY AS REQUIRED BY THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PHASE II PROGRAM. COVERAGE UNDER THE PERMIT WILL BEGINAUTOMATICALLY 1 WORKING CALENDAR DAY AFTER THE ELECTRONIC SUBMITTAL DATE. THIS SWPPP AND PLANS MUST BE SUBMITTED TO THE MPCA FOR REVIEW AT LEAST 30 DAYS PRIOR TO CONSTRCTION ACTIVITY FOR PROJECTS THAT DISTURB MORE THAN 50 ACRES AND DRAIN TO AN IMPAIRED/SPECIAL WATER WITH A 1-MILE RADIUS. THE OPERATOR SHALL PROVIDE ONE OR MORE TRAINED CONSTRUCTION SWPPP MANAGER(S) KNOWLEDGEABLE AND EXPERIENCED IN THE APPLICATION OF EROSION PREVENTION AND SEDIMENT CONTROL BMPS THAT WILL OVERSEE THE IMPLEMENTATION OF THE SWPPP, AND THE INSTALLATION, INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT CONTROL BMPS. A CONSTRUCTION SWPPP MANAGER MUST BE AVAILABLE FOR AN ON-SITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. OWNER: MITCH JOHNSON (LAND OWNER) CONTACT:MITCH JOHNSON PHONE: 651.983.9902 EMAIL:MJOHNSON1515@YAHOO.COM OPERATOR: TBD CONTACT:- PHONE: - EMAIL:- OPERATOR IS RESPONSIBLE FOR SWPPP IMPLEMENTATION, INSPECTIONS, AND BMP INSTALLATION & MAINTENANCE. DESIGNER: ATERRA LAND SERVICES CONTACT:NATE HERMAN PHONE: 763.360.1307 EMAIL:NATE@ATERRALAND.COM THE SWPPP DESIGNER AND CONSTRUCTION SWPPP MANAGER/INSPECTOR MUST HAVE APPROPRIATE TRAINING. TRAINING DOCUMENTATION IS REQUIRED TO BE INCLUDED IN THE SWPPP PRIOR TO ANY WORK BEGINNING ON THE SITE. TRAINING DOCUMENTATION FOR THE SWPPP DESIGNER IS INCLUDED WITH THIS SWPPP. THE OPERATOR SHALL ATTACH TRAINING DOCUMENTATION TO THIS SWPPP FOR THE CONSTRUCTION SWPPP MANAGER PRIOR TO THE START OF CONSTRUCTION. THIS INFORMATION SHALL BE KEPT UP TO DATE UNTIL THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED. 3.2 SPECIAL ENVIRONMENTAL CONSIDERATIONS 3.1 RECEIVING WATERS 1.3 DESCRIPTION OF CONSTRUCTION ACTIVITIES THIS PROJECT INCLUDES DEVELOPMENT OF SUBDIVIDING FARM LAND INTO 8 RURAL SINGLE FAMILY LOTS. THIS PROJECT DOES NOT INCLUDE ANY PUBLIC IMPROVEMENTS OF UTILITIES AND STREET TO SERVICE THE NEW LOTS. MASS DEVELOPMENT CONSTRUCTION ACTIVITIES INCLUDE: INSTALLATION OF EROSION PREVENTION & SEDIMENT CONTROL BMPS, SITE CLEARING & GRADING, CONSTRUCTION OF PERMANENT STORMWATER BMPS, SANITARY SEWER, WATERMAIN & STORM SEWER INSTALLATION, ROAD AND SIDEWALK PAVING, PRIVATE UTILITIES (GAS, ELECTRIC, CABLE/DATA, ETC), AND SITE STABILIZATION. THERE IS NO MASS CONSTRUCTION AS PART OF THIS PROJECT HOME BUILDING CONSTRUCTION ACTIVITIES INCLUDE: INSTALLATION OF SEDIMENT CONTROL BMPS, EXCAVATION & BACKFILL FOR HOUSE FOUNDATIONS, EQUIPMENT NEEDED TO CONSTRUCT HOMES, DRIVEWAY CONSTRUCTION & LANDSCAPING, AND FINAL SITE STABILIZATION. RECEIVING WATERS, INCLUDING SURFACE WATER, WETLANDS, PUBLIC WATERS, AND STORMWATER PONDS, ARE IDENTIFIED ON THE USGS 7.5 MIN QUAD MAP WITHIN ONE MILE OF THE PROJECT BOUNDARY. RECEIVING WATERS THAT ARE IMPAIRED, THE IMPAIRMENT, AND WLA ARE LISTED AS FOLLOWS. ALL SPECIFIC BMPS RELATIVE TO CONSTRUCTION ACTIVITIES LISTED IN THIS PERMIT FOR SPECIAL AND IMPAIRED WATERS HAVE BEEN INCORPORATED INTO THIS PLAN. NAME OF WATER BODY TYPE (DITCH, POND, WETLAND, LAKE, ETC.) APPENDIX A SPECIAL WATER? FLOWS TO IMPAIRED WATER WITHIN 1-MILE? USPEA APPROVED TMDL NO NAME WETLAND NO NO NO IMPAIRMENTS BY: NO IMPAIRMENTS WITH 1-MILE OF THIS SITE THE MPCA "SPECIAL AND IMPAIRED WATER SEARCH TOOL" WAS USED TO LOCATION RECEIVING WATERS. THIS TOOL CAN BE FOUND AT... 2.1 SWPPP AMENDMENTS SWPPP MUST BE AMENDED AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS TO CORRECT PROBLEMS IDENTIFIED OR ADDRESS THE FOLLOWING SITUATIONS. 1.THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS SIGNIFICANT EFFECT ON THE POLLUTANT DISCHARGE TO SURFACE OR GROUND WATERS. 2.INSPECTIONS OR INVESTIGATIONS BY SITE OWNER OR OPERATORS, USEPA OR MPCA OFFICIALS DETERMINE THE SWPPP IS NOT MINIMIZING DISCHARGE OF POLLUTANTS TO SURFACE WATERS OR UNDERGROUND WATERS OR DISCHARGES ARE CAUSING WATER QUALITY STANDARD EXCEEDANCES. 3.THE SWPPP IS NOT ACHIEVING THE OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY, OR THE SWPPP IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 4.THE MPCA DETERMINES THAT THE PROJECT'S STORMWATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON-ATTAINMENT OF ANY APPLICABLE WATER QUALITY STANDARD, OR THE SWPPP DOES NOT INCORPORATE THE APPLICABLE REQUIREMENTS OF THE PERMIT. 5.1 TEMPORARY BMP SELECTION AND INSTALLATION THE FOLLOWING TABLE SUMMARIZES THE BMPS AND ESTIMATED QUANTITIES ON THIS PROJECT. SILT FENCE - (BEFORE GRADING)10,332 LF SILT FENCE - SUPER DUTY JERSEY BARRIER SILT FENCE 0 LF SILT FENCE - MACHINE SLICED (AFTER GRADING)296 LF SLASHED MULCH 0 CY ROCK ENTRANCE BERM (INSTALL & MAINTAIN)8 EA INLET PROTECTION (YARD)4 EA SOD OR "TCS TUFF TURF" MIX 4.03 AC LOW MAINTENANCE TURF MIX 15.87 AC MN-DOT MIX 33-262 0.53 AC CUSTOM SHORTGRASS NATIVE MIX 0.87 AC SEED & BLANKET (CAT.3 W/ MIX 25-141 SITE STABILIZATION)7,332 SY 4.1 PERMANENT STORMWATER TREATMENT SYSTEM WET SEDIMENTATION BASIN NO INFILTRATION SYSTEM - (UTILTIZE EXISTING LAND LOCKED BASINS)YES FILTRATION SYSTEM NO REGIONAL WET SEDIMENTATION BASIN NO ALL STORMWATER MANAGEMENT ASPECTS REQUIRED WITHIN THE NPDES PERMIT HAVE BEEN MET WITH THE DESIGN OF THIS PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO: WATER QUALITY VOLUME, PEAK DISCHARGE RATES, AND EXPECTED SOIL CONDITIONS FOUND ON-SITE. DETAILS CAN BE FOUND IN THE STORMWATER MANAGEMENT PLAN PREPARED BY GRAEF AND SOILS REPORTS. COPIES ARE AVAILABLE UPON REQUEST. DOES THIS PROJECT DISCHARGE TO A "SPECIAL" WATER WITH A ONE-MILE RADIUS?NO DOES NOT DISCHARE TO A "SPECIAL" OR "IMPAIRED" WATER STABILIZATION WITHIN 14 DAYS OF INACTIVITY OR GRADING COMPLETION. TEMP SEDIMENT BASIN REQUIRED FOR LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE ACRES DISTURBED AT ONE TIME. DOES DISHCHARGE TO A "SPECIAL" OR "IMPAIRED" WATER STABILIZATION WITHIN 7 DAYS OF INACTIVITY OR GRADING COMPLETION. TEMP SEDIMENT BASIN REQUIRED FOR LOCATIONS THAT SERVE AN AREA WITH 5 OR MORE ACRES DISTURBED AT ONE TIME.DOES THIS PROJECT DISCHARGE TO A "IMPAIRED" WATER WITH A ONE-MILE RADIUS?NO WAS AN ENVIRONMENTAL REVIEW REQUIRED FOR THIS PROJECT OR ANY PART OF A COMMON PLAN OF DEVELOPMENT OR SALE THAT INCLUDES ALL OR ANY PORTION OF THIS PROJECT?NO THIS PERMIT DOES NOT REPLACE OR SATISFY ANY ENVIRONMENTAL REVIEW REQUIREMENTS INCLUDING THOSE UNDER THE MINNESOTA ENVIRONMENTAL POLICY ACT OR THE NATIONAL ENVIRONMENTAL POLICY ACT. THE OWNER MUST VERIFY COMPLETION OF ANY ENVIRONMENTAL REVIEW REQUIRED BY LAW, INCLUDING ANY REQUIRED ENVIRONMENTAL ASSESSMENT WORK SHEETS OR ENVIRONMENTAL IMPACT STATEMENTS, FEDERAL ENVIRONMENTAL REVIEW, OR OTHER REQUIRED REVIEW PRIOR TO APPLYING FOR COVERAGE UNDER THIS PERMIT. DO ANY PORTION OF THE SITE HAVE ANY POTENTIAL TO AFFECT THREATENED OR ENDANGERED SPECIES OR THEIR CRITICAL HABITAT?NO THIS PERMIT DOES NOT REPLACE OR SATISFY ANY REVIEW REQUIREMENTS FOR DISCHARGES ADVERSELY IMPACTING STATE OR FEDERALLY DESIGNATED ENDANGERED OR THREATENED SPECIES OR A DESIGNATED CRITICAL HABITAT. THE OWNER MUST COMPLY WITH THE NATIONAL HISTORIC PRESERVATION ACT AND CONDUCT ALL REQUIRED REVIEW AND COORDINATION RELATED TO HISTORIC PRESERVATION, INCLUDING SIGNIFICANT ANTHROPOLOGICAL SITES AND ANY BURIAL SITES, WITH THE MINNESOTA HISTORIC PRESERVATION OFFICER. DOES ANY PORTION OF THIS SITE DISCHARGE TO A CALCAREOUS FEN?NO CALCAREOUS FENS ARE CLASSIFIED AS A SPECIAL WATER. DISCHARGES TO FENS MUST BE STABILIZED WITHIN 7 DAYS OF INACTIVITY & PROVIDE A TEMPORARY SEDIMENT BASIN FOR LOCATIONS WITH A DRAINAGE AREA WITH 5 OR MORE ACRES DISTURBED AT ONE TIME. WILL ANY PORTION OF THE SITE POTENTIALLY AFFECT PROPERTIES LISTED ON THE NATIONAL REGISTER OF HISTORIC PLACES OR A KNOWN OR DISCOVERED ARCHEOLOGICAL SITE?NO IF YES, TAKE 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. HAVE KARST FEATURES BEEN IDENTIFIED IN THE PROJECT VICINITY?NO NO INFILTRATION SYSTEMS WITHIN 1,000 FT UP GRADIENT OR 100 FEET DOWN GRADIENT OF ACTIVE KARST FEATURES IS COMPLIANCE WITH TEMPORARY OR PERMANENT STORMWATER MANAGEMENT DESIGN REQUIREMENTS INFEASIBLE FOR THIS PROJECT?NO IF YES, DEFINE REASONS FOR INFEASIBILITY. HAS THE MN DNR PROMULGATED "WORK IN WATER RESTRICTIONS" FOR ANY PUBLIC WATER THIS SITE DISCHARGES TO DURING FISH SPAWNING?NO 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. 5.2 EROSION PREVENTION PRACTICES DISTURBED AREAS NON DISTURBED AREAS MUST BE DELINEATED ON SITE BEFORE SITE WORK BEGINS. SEE GRADING PLAN, AND EROSION CONTROL AND SEDIMENT CONTROL PLAN FOR DESIGNED DISTURBED AREAS. THE LOCATION OF AREAS NOT TO BE DISTURBED IS OUTSIDE THE "SF" (SILT FENCE). STEEP SLOPES ALL SLOPES GREATER THAN 3:1 (>33.3%) SHALL BE STABILIZED WITH SEED AND EROSION BLANKET AS DEFINED IN THE FINAL EROSION CONTROL PLAN. SEE EROSION CONTROL AND SEDIMENT CONTROL PLAN FOR BLANKETED SLOPES. STABILIZATION REQUIREMENTS SEE SECTION 3.2 OF THIS SWPPP FOR SPECIAL ENVIRONMENTAL CONSIDERATIONS. EXTRA REQUIREMENTS FOR THESE AREAS ARE REQUIRED AND MUST BE MET. THIS PROJECT DOES NOT DISCHARGE WITHIN ONE MILE TO A "SPECIAL" OR "IMPAIRED" WATER BODY, ALL EXPOSED SOILS MUST BE STABILIZED AS SOON AS POSSIBLE BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED. SEE FINAL EROSION CONTROL AND SEEDING PLAN FOR SPECIFICS ON STABILIZATION METHODS AND SEED CHOICES. WORK IN WATER RESTRICTIONS FOR PUBLIC WATERS THAT HAVE BEEN PROMULGATED "WORK IN WATER RESTRICTIONS" DURING FISH SPAWNING TIME FRAMES, ALL EXPOSED SOIL AREAS THAT ARE WITHIN 200 FEET OF THE WATER'S EDGE, AND DRAIN TO THESE WATERS MUST COMPLETE STABILIZATION WITHIN 24-HOURS DURING THE TIME PERIOD. THIS PROJECT DOES NOT QUALIFY FOR WORK IN WATER CONDITIONS. DITCH/SWALE STABILIZATION THE NORMAL WETTED PERIMETER OF ALL DITCHES OR SWALES, INCLUDING STORM WATER MANAGEMENT POND SLOPES, THAT DRAIN WATERS FROM THE SITE MUST BE STABILIZED WITHIN 200' OF ANY PROPERTY EDGE OR DISCHARGE POINT, INCLUDING STORM SEWER INLETS, WITHIN 24 HOURS OF CONNECTION. TEMPORARY OR PERMANENT DITCHES OR SWALES USED AS SEDIMENT CONTAINMENT DURING CONSTRUCTION DO NOT NEED TO BE STABILIZED DURING TEMPORARY PERIOD OF USE AND SHALL BE STABILIZED WITHIN 24 HOURS AFTER NO LONGER USED AS SEDIMENT CONTAINMENT. MULCH, HYDROMULCH, TACKIFIER, OR SIMILAR PRACTICE SHALL NOT BE USED IN ANY PORTION OF A TEMPORARY OR PERMANENT DRAINAGE DITCH. SEE GRADING PLAN, AND EROSION CONTROL AND SEDIMENT CONTROL PLAN FOR TEMPORARY AND PERMANENT STABILIZATION MEASURES FOR DITCHES AND SWALES. POINT DISCHARGE STORMWATER DISCHARGES SHALL BE DIRECTED TO VEGETATED AREAS WHERE FEASIBLE. VELOCITY DISSIPATION DEVICES SHALL BE USED AT DISCHARGE POINT. TEMPORARY OR PERMANENT ENERGY DISSIPATION IS REQUIRED AT ALL PIPE OUTLETS WITHIN 24 HOURS AFTER CONSTRUCTION TO A SURFACE WATER OR PERMANENT STORMWATER TREATMENT SYSTEM. SEE FINAL STORM SEWER PLAN THAT DETAILS CLASS III RIP-RAP TO BE USED AT ALL POINT DISCHARGES. MINIMIZE DISTURBED AREA GRADING CONTRACTOR SHALL NOT DISTURB MORE LAND THAN CAN BE EFFECTIVELY INSPECTED AND MAINTAINTO MEET STABILIZATION REQUIREMENTS. https://mpca.maps.arcgis.com/apps/webappviewer/index.html?id=e03ef170fa3e41f6be92f9fafec100cc THE PERMANENT STORMWATER BMPS FOR THIS SITE WILL BE OPERATED & MAINTAINED OF BY THE CITY OF SCANDIA. 18219 70th Pl N, Maple Grove MN 55311 763.360.1307 | nate@aterraland.com A3A5+:ER=0*E:TERRA SWPPP DATE & AMENDMENTS Date DescriptionBy SWPPP DESIGNER: PROJECT #: OF 2SCANDIA, MN LAUREL RIDGE NRH 24001 CONTIMUUM DEVELOPMENT GROUP 08/22/24 NRH PREPARE SWPPP 2 5.4 TEMPORARY SEDIMENT BASINS A TEMPORARY SEDIMENT BASIN... 1.SHALL BE CONSTRUCTED PRIOR TO DISTURBING 10 OR MORE ACRES OF SOIL DRAINING TO A COMMON LOCATION. 2.MUST BE LOCATED OUTSIDE OF SURFACE WATERS AND ANY BUFFER ZONES. 3.MUST PROVIDE TREATMENT OF RUNOFF BEFORE LEAVING THE CONSTRUCTION OR ENTERING SURFACE WATERS. 4.MUST BE SIZED TO TREAT THE 2-YEAR, 24-HOUR STORM RUNOFF AMOUNT OR 1,800 CUBIC FEET OF LIVE STORAGE PER ACRE DRAINED, WHICHEVER IS GREATER. 5.MUST BE SIZED TO 3,600 CUBIC FEET OF LIVE STORAGE PER ACRE WHEN THE 2-YEAR RUNOFF VOLUME WAS NOT CALCULATED. 6.SHALL BE DESIGNED TO PREVENT SHORT CIRCUITING AND THE DISCHARGE OF FLOATING DEBRIS. 7.MUST USE AN OUTLET DESIGNED TO WITHDRAW FROM THE WATER'S SURFACE. 8.MUST PROVIDE ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 9.IS NO LONGER REQUIRED WHEN VEGETATION HAS REDUCED THE DISTURBED ACREAGE TO LESS THAN 10 ACRES. 10.SHALL NOT DISCHARGE EXCESSIVE SEDIMENT-LADEN WATER THAT IS NOT PROPERLY FILTERED. FOR LAUREL RIDGE, ALL DISTURBED AREAS ARE LESS THAN 10 ACRES THAT DRAIN INTO A COMMON LOCATION. 5.5 DEWATERING & BASIN DRAINING 6.1 POLLUTION PREVENTION 7.1 INFESTED WATERS MN DNR PERMITS ARE NOT VALID FOR WORK IN WATERS THAT ARE DESIGNATED AS INFESTED WATERS UNLESS ACCOMPANIED BY AN INFESTED WATERS PERMIT OR WRITTEN NOTIFICATION HAS BEEN OBTAINED FROM MN DNR STATING THAT SUCH PERMIT IS NOT REQUIRED. THERE IS NO EXCEPTION FOR PRE-EXISTING PERMITS. IF A MN DNR PERMIT HAS BEEN ISSUED FOR THE PROJECT AND THE WATER IS LATER DESIGNATED AS INFESTED, THE CONTRACTOR SHALL HALT ALL WORK COVERED BY THE MN DNR PERMIT UNTIL SUCH TIME AS AN INFESTED WATERS PERMIT IS OBTAINED OR THAT WRITTEN NOTIFICATION IS OBTAINED STATING THAT SUCH PERMIT IS NOT REQUIRED. LAUREL RIDGE DOES NOT INCLUDE ANY WORK IN WATERS. NO KNOWN INFESTED WATERS ARE IN THE VICINITY. 8.1 INSPECTIONS & MAINTENANCE DEWATERING AND BASIN DRAINING... 1.MUST DISCHARGE TURBID OR SEDIMENT-LADEN WATER TO A TEMPORARY OR PERMANENT SEDIMENT BASIN. 2.MAY DISCHARGE TO SURFACE WATERS IF THE BASIN WATER IS VISUALLY INSPECTED TO ENSURE ADEQUATE TREATMENT AND SETTLING HAS OCCURRED TO ENSURE NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. 3.PRACTICES MUST NOT CAUSE EROSION OR SCOUR AT THE DISCHARGE POINT OR INUNDATION OF ANY WETLANDS. 4.MAY USE FILTERS WITH BACKWATER WATER, AS LONG AS THE BACKWASH WATER IS... 4.1.HAULED AWAY FOR DISPOSAL 4.2.RETURNED T THE BEGINNING OF THE TREATMENT PROCESS 4.3.INCORPORATED INTO THE SITE IN A MANNER THAT DOES NOT CAUSE EROSION FOR LAUREL RIDGE, DEWATERING IS NOT EXPECTED. POLLUTION PREVENTION MANAGEMENT MEASURES MUST... 1.PLACE BUILDING PRODUCTS AND LANDSCAPE MATERIALS UNDER COVER TO MINIMIZE CONTACT WITH STORMWATER FOR ANY MATERIALS MAY CAUSE CONTAMINATION AND NOT DESIGNED TO BE EXPOSED TO STORMWATER. THIS INCLUDES BUT NOT LIMITED TO PESTICIDES, FERTILIZERS, AND OTHER TREATMENT CHEMICALS. 2.STORE HAZARDOUS MATERIALS (OIL, DIESEL, GASOLINE, HYDRAULIC FLUIDS, PAINT SOLVENTS, PETROLEUM BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS) IN SEALED CONTAINERS TO PREVENT SPILLS OR LEAKS. 3.INCLUDE SECONDARY CONTAINMENT. 4.PROPERLY STORE, COLLECT, AND DISPOSE SOLID WASTE IN COMPLIANCE WITH MINN. R. 7035. 5.POSITION PORTABLE TOILETS SO THEY ARE SECURE AND NOT EASILY TIPPED OVER BY WIND OR EQUIPMENT. 6.DISPOSE OF SANITARY WASTE IN ACCORDANCE WITH MINN. R. 7041. 7.PREVENT DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED BY USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS. 8.LIMIT EXTERIOR VEHICLE OR EQUIPMENT WASHING ON THE PROJECT SITE SHALL BE TO A DEFINED AREA OF THE SITE. RUNOFF FROM THE WASHING AREA SHALL BE CONTAINED IN A SEDIMENT BASIN OR OTHER SIMILARLY EFFECTIVE CONTROLS AND WASTE FROM THE WASHING ACTIVITY MUST BE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. 9.PROVIDE EFFECTIVE CONTAINMENT FOR ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE AND OTHER WASHOUT OPERATIONS RELATED TO CONSTRUCTION ACTIVITIES. LIQUID AND SOLID WASHOUT WASTE SHALL NOT CONTACT THE GROUND, AND CONTAINMENT MUST BE DESIGNED SO THAT IT DOES NOT RESULT IN RUNOFF FROM THE WASHOUT OPERATIONS OR AREAS. A SIGN MUST BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY THAT REQUIRES SITE PERSONNEL TO UTILIZE THE PROPER FACILITIES FOR DISPOSAL OF CONCRETE AND OTHER WASHOUT WASTES. COMMON MATERIALS TO BE FOUND ON THE LAUREL RIDGE (IMPORT PLAN) PROJECT THAT WILL NEED TO MANAGED PROPERLY ARE... ·PORTABLE TOILETS ·DIESEL FUEL ·GASOLINE ·ENGINE OIL ·HYDRAULIC FLUID ·COOLANT/ANTI-FREEZE ALL SWPPP INSPECTIONS MUST... 1.ENSURE A TRAINED PERSON WILL ROUTINELY INSPECT THE ENTIRE CONSTRUCTION SITE AT LEAST ONCE EVERY 7 DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAIN EVEN GREATER THAN 0.5 INCH IN 24 HOURS. 2.INSPECT ALL EROSION AND SEDIMENT CONTROL BMPs, AS WELL AS ALL TEMPORARY AND PERMANENT STORMWATER BASIN BMPs. 3.INCLUDE INSPECTIONS OF SURFACE WATERS, INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS FOR EVIDENCE OF SEDIMENT DEPOSITS OR EROSION SCARS. 4.INSPECT SITE VEHICLE EXIT LOCATIONS AND STREETS WITHIN AND ADJACENT TO THE PROJECT FOR ANY VEHICLE TRACKING. 5.VERIFY PERMANENT INFILTRATION AND FILTRATION BASINS ARE BEING CONSTRUCTED IN SEQUENCE AS DESIGNED BY THE ENGINEER. 6.INCLUDE A RECORD OF ALL INSPECTIONS AND MAINTENANCE ACTIVITIES WITHIN 24 HOURS OF BEING CONDUCTED. THESE RECORDS MUST BE RETAINED WITH THE SWPPP. THE RECORDS MUST INCLUDE ALL ITEMS LISTED IN SECTION 11.11 OF THE MPCA NPDES PERMIT. INSPECTION SCHEDULE MAY BE ADJUSTED UNDER THE FOLLOWING CONDITIONS... 7.INSPECTIONS OF AREAS WITH PERMANENT COVER CAN BE REDUCED TO ONCE PER MONTH, EVEN IF CONSTRUCTION IS OCCURRING ELSEWHERE ON THE SITE. 8.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. 9.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. ALL BMP MAINTENANCE MUST... 10.REPAIR, REPLACE, OR SUPPLEMENT ALL NONFUNCTIONAL BMP BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY UNLESS ANOTHER TIMEFRAME IS SPECIFIED. ADDITIONAL TIME MAY BE NEEDED IF FIELD CONDITIONS PREVENT ACCESS TO THE AREA. 11.INCLUDE REMOVAL OF ALL DELTAS AND SEDIMENT DEPOSITS IN SURFACE WATERS, INCLUDING DRAINAGE WAYS AND CATCH BASINS. 12.RE-STABILIZE THE AREAS WHERE SEDIMENT REMOVAL WAS NECESSARY. 13.COMPLETE REMOVAL AND STABILIZATION WITHIN 7 CALENDAR DAYS OF DISCOVERY, UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHYSICAL ACCESS CONSTRAINTS. 14.CONTACT ALL LOCAL, REGIONAL, STATE, AND FEDERAL AUTHORITIES TO OBTAIN NECESSARY PERMITS PRIOR TO CONDUCTING WORK IN SURFACE WATERS. 15.REMOVE SEDIMENT FROM ALL PAVED SURFACES WITHIN ONE CALENDAR DAY OF DISCOVERY, OR SOONER TO AVOID A SAFETY HAZARD. 16.REPAIR, REPLACE, OR SUPPLEMENT ALL PERIMETER CONTROL DEVICES WHEN THEY BECOME NON-FUNCTIONAL OR BECOME HALF FULL. 17.DRAIN TEMPORARY AND PERMANENT SEDIMENT BASINS WHEN THE DEPTH OF SEDIMENT REACHES HALF THE STORAGE VOLUME. 18.HAVE A TRAINED INDIVIDUAL ON-SITE OR AVAILABLE WITH 3 CALENDAR DAYS. 5.3 SEDIMENT CONTROL PRACTICES PERIMETER CONTROL PERIMETER CONTROL MUST BE ESTABLISHED PRIOR TO ANY EARTH DISTURBING ACTIVITIES PLACED ON ALL DOWN GRADIENT PERIMETERS OF THE SITE AND UPGRADIENT OF ANY BUFFER ZONE. PERIMETER CONTROL SHALL BE MAINTAINED AND STAY IN PLACE UNTIL PERMANENT STABILZATION IS ESTABLISHED. SEE GRADING PLAN, AND EROSION CONTROL AND SEDIMENT CONTROL PLAN FOR DESIGNED PERIMETER CONTROL LOCATIONS. THIS SITE PROPOSES TO USE MACHINE SLICED SILT-FENCE AS THE PERIMETER CONTROL BMP. NATURAL BUFFER A 50 FOOT UNDISTURBED NATURAL BUFFER IS DESIRED FOR EARTH DISTURBING ACTIVITIES WHEN STORMWATER FLOWS TO A SURFACE WATER. WHEN A 50 FOOT NATURAL BUFFER IS INFEASIBLE, REDUNANT BMPs CAN BE USED AND MUST BE MAINTAINED WHEN A SURFACE WATER IS WITHIN 50 FEET OF EARTH DISTURBING ACTIVITIES. REDUNDANT BMPs SHALL BE 5 FEET APART. DOUBLE ROW MACHINE SLICED SILT FENCE IS PROPOSED ALONG THE NORTH WETLAND TO PROVIDE REDUNDANT BMPs. DRAINAGE DITCHES TEMPORARY OR PERMANENT DRAINAGE DITCHES OR BASINS MAY BE DESIGNED AS PART OF THE SEDIMENT CONTAINMENT SYSTEM. PROPER SEDIMENT CONTROL BMPs SHALL BE USED AS NECESSARY FOR SITE CONDITIONS. TEMPORARY DRAINAGE DITCHES MAY BE UTILIZED TO CARRY OFF-SITE RUNOFF FROM THE SOUTH TO ALLOW WATER TO DRAIN NORTH INTO THE PROPOSED POND. THE WET POND SHALL BE CONSTRUCTED FIRST TO ACT AS A SEDIMENT BASIN. SHORT TERM SEDIMENT CONTROL REMOVAL ANY SEDIMENT CONTROL BMP REQUIRED TO BE REMOVED FOR CONSTRUCTION ACTIVITIES MUST BE SHORT TERM. THE BMP MUST BE RE-INSTALLED BEFORE THE NEXT RAIN EVENT, EVEN IF THE CONSTRUCTION ACTIVITY IS NOT COMPLETE. INLET PROTECTION ALL STORM DRAIN INLETS MUST BE PROTECTED USING APPROPRIATE BMPs DURING CONSTRUCTION UNTIL PERMANENT VEGETATION IS ESTABLISHED FOR THE CONTRIBUTING DRAINAGE AREA. SEE EROSION AND SEDIMENT CONTROL PLAN FOR REQUIRED INLET PROTECTION DEVICES, INCLUDING OFF-SITE INLET PROTECTION ALONG KENRICK. CURB & GUTTER INLET PROTECTION: FLEX STORM REAR YARD INLET PROTECTION: INFRASAFE SEDIMENT CONTROL BARRIER. INLET PROTECTION SHALL REMAIN IN-PLACE THROUGH THE WINTER MONTHS. INLET PROTECTION FOR SPECIFIC INLETS MAY BE ALLOWED TO BE REMOVED TO PREVENT A SAFETY CONCERN (IE. FLOODING OR FREEZING). THIS SWPPP SHALL DOCUMENT THE NEED FOR REMOVAL. STOCKPILES EFFECTIVE SEDIMENT CONTROL SHALL BE PLACED AT THE BASE OF STOCKPILES ALONG THE DOWN GRADIENT PERIMETER. STOCKPILES MUST BE LOCATED OUTSIDE NATURAL BUFFER ZONES AND SURFACE WATERS INCLUDING CURB AND GUTTER UNLESS THERE IS A BYPASS IN PLACE FOR STORMWATER. VEHICLE TRACKING A VEHICLE TRACKING BMP MUST BE INSTALLED TO MINIMIZE THE TRACK OUT OF SEDIMENT FROM THE CONSTRUCTION SITE. THIS PROJECT CALLS FOR A ROCK ENTRANCE BERM TO BE INSTALLED AND MAINTAINED TO REMAIN A FUNCTIONING BMP. IF TRACKING OCCURS ONTO PAVED STREETS, STREET SWEEPING SHALL OCCUR BY THE END OF THE DAY TO PROPERLY CLEAN THE STREETS FROM SEDIMENT. FINAL GRADING & TOPSOIL TOPSOIL SHALL BE PRESERVED ON SITE AND INITIALLY STOCKPILED DURING GRADING OPERATIONS. GRADING WILL BE HELD DOWN 0.5' TO ALLOW FOR TOPSOIL RE-SPREAD. THE CONTRACTOR SHALL RESTRICT VEHICLE USE ONCE FINAL GRADE AND TOPSOIL RE-SPREAD HAS OCCURRED TO PREVENT TOPSOIL COMPACTION. COAGULANTS IF CONVENTIONAL EROSION AND SEDIMENT CONTROLS ARE NOT ADEQUATE, POLYMERS, FLOCCULANTS, OR OTHER CHEMICAL TREATMENTS MAY BE USED AS LONG AS THEY ARE USED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICES, AND DOSING SPECIFICATIONS PROVIDED BY THE MANUFACTURER. CHEMICALS SHALL BE CHOSEN BASED ON SOIL TYPES AND EXPECTED TURBIDITY, pH, AND FLOW RATE OF THE INCOMING STORMWATER FLOWS. ANY CHEMICALLY TREATED WATER MUST BE DIRECTED TO A SEDIMENT CONTROL SYSTEM FOR FILTRATION OR SETTLEMENT OF THE FLOC PRIOR TO DISCHARGE. 10.1 FINAL STABILIZATION & PERMIT TERMINATION FINAL STABILIZATION IS NOT COMPLETE UNTIL ALL OF THE FOLLOWING REQUIREMENTS HAVE BEEN MET... 1.ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF ITS EXPECTED FINAL GROWTH DENSITY OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. 2.PERMANENT STORMWATER MANAGEMENT SYSTEM IS CONSTRUCTED, MEETS ALL REQUIREMENTS OF THE PERMIT, AND IS OPERATING AS DESIGNED. TEMPORARY OR PERMANENT SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS HAVE BEEN CLEANED OF ANY ACCUMULATED SEDIMENT. ALL SEDIMENT HAS BEEN REMOVED FROM CONVEYANCE SYSTEMS, AND DITCHES ARE STABILIZED WITH PERMANENT COVER. 3.ALL TEMPORARY SYNTHETIC AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS HAVE BEEN REMOVED. BMPS DESIGNED TO DECOMPOSE ON SITE MAY BE LEFT IN PLACE. 4.FOR RESIDENTIAL CONSTRUCTION ONLY, INDIVIDUAL LOTS ARE CONSIDERED FINALLY STABILIZED IF THE STRUCTURE(S) ARE FINISHED, TEMPORARY EROSION PROTECTION AND DOWN GRADIENT PERIMETER CONTROL HAS BEEN COMPLETED AND THE RESIDENCE HAS BEEN SOLD TO THE HOMEOWNER. ALSO, THE "HOMEOWNER FACT SHEET" HAS BEEN PROVIDED TO THE HOMEOWNER. ONCE ALL THESE CONDITIONS ARE MET AND ALL THE SUBDIVISION PERMITS HAVE BEEN TERMINATED, THEN THE NOTICE OF TERMINATION MAY BE SUBMITTED. 9.1 HOME BUILDING ACTIVITIES & BMPs AFTER SITE DEVELOPMENT IS COMPLETE, INDIVIDUAL LOTS WILL BE SOLD TO HOME BUILDERS FOR HOME CONSTRUCTION. THE PARENT NPDES PERMIT WILL GET SUBDIVIDED INTO INDIVIDUAL LOTS. THE BUILDER IS RESPONSIBLE TO INSTALL, MAINTAIN, INSPECT AND KEEP RECORD OF THE EROSION AND SEDIMENT CONTROL BMPs NECESSARY TO BUILD THE HOUSE AND MEET THE REQUIREMENTS OF THE NPDES PERMIT FOR THE INDIVIDUAL LOTS THEY OWN. HOME CONSTRUCTION PHASING & TYPICAL SWPPP MANAGEMENT BMPs.. 1.ESTABLISH PERIMETER CONTROL 1.1.REDUNDANT PERIMETER CONTROL NECESSARY IF GRADING CANNOT MAINTAIN A 50' NATURAL BUFFER FOR RUNOFF DRAINING TO A SURFACE WATER 1.2.INSTALL ROCK ENTRANCE BERM 2.SELECT LOCATION FOR PORTABLE TOILET 2.1.DO NOT PLACE TOILET IN THE PATH OF A SURFACE WATER 2.2.PROVIDE SECONDARY CONTAINMENT 2.3.ENSURE TOILET IS PROPERLY SECURED TO THE GROUND TO PREVENT TIPPING 3.STRIP TOPSOIL AND STOCKPILE FOR USE WHEN FINAL GRADING 3.1.PROVIDE PERIMETER CONTROL AROUND TOPSOIL STOCKPILE 4.EXCAVATE AND CONSTRUCT FOUNDATION 4.1.PROVIDE PERIMETER CONTROL FOR ANY STOCKPILES IN PLACE LONGER THAN 14 DAYS 4.2.PROPERLY DISPOSE OF CONCRETE WASHOUT 5.BACKFILL FOUNDATION AND BEGIN FRAMING 5.1.ENSURE STREETS ARE CLEAN AT THE END OF THE DAY 5.2.INSPECT PERIMETER CONTROL TO ENSURE BMPs ARE PROPERLY FUNCTIONING. 5.3.MAINTAIN ROCK ENTRANCE BERM 6.INSTALL DRIVEWAY 6.1.ROCK ENTRANCE BERM TO BE MAINTAINED UNTIL DRIVEWAY IS INSTALLED 6.2.PROPERLY DISPOSE OF CONCRETE WASHOUT 7.COMPLETE HOME CONSTRUCTION & BEGIN LANDSCAPING 7.1.DO NOT STORE LANDSCAPE MATERIALS IN CURB & GUTTER 7.2.PERIMETER CONTROL TO REMAIN IN PLACE AND MAINTAINED 7.3.ENSURE STREETS ARE CLEAN AT END OF EACH DAY 7.4.PROPERLY DISPOSE ANY OF HAZARDOUS WASTE (PAINT, DRYWALL, SOLVENTS) 7.5.ENSURE DUMPSTER IS NOT FILLED ABOVE TOP OF DUMPSTER 8.FINAL GRADING AND STABILIZATION 8.1.DO NOT DISTURB NATURAL BUFFERS SUCH AS WETLAND BUFFERS 8.2.PERIMETER CONTROL TO STAY IN PLACE UNTIL DAY OF SOD 8.3.BUILDER RESPONSIBLE TO ESTABLISH FINAL STABILIZATION FOR ENTIRE LOT (SOD, SEED, MULCH, ROCK) 9.POST CONSTRUCTION 9.1.REMOVE PERIMETER CONTROL 9.2.REMOVE ALL CONSTRUCTION DEBRIS AND TRASH 9.3.INLET PROTECTION TO REMAIN IN PLACE IF THE CATCH BASIN RECEIVES RUNOFF FROM OTHER LOTS THAT DO NOT HAVE FINAL STABILIZATION 9.4.FILE NOTICE OF TERMINATION (NOT) FOR THE INDIVIDUAL LOT ONCE FINAL STABILIZATION IS ESTABLISHED AND ALL SYNTHETIC EROSION AND SEDIMENT CONTROL BMPs HAVE BEEN REMOVED.