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HomeMy WebLinkAbout[03] River Ridge Estates TOWNSHIP OF � � SAINT lOSEPH CITY OF ST.JOSEPH PO BOX 585 PO BOX 668 St.Joseph MN 56374 St.Joseph MN 56374 320-363-8825 320-363-7201 lweyrens@cityofstJoseph.com Agenda Item—(3)River Ridge Estates It was anticipated that when the Final Plat came back to the Joint Planning Board it would be complete and ready for execution. Unfortunately it is close but there are still outstanding items. As of the writing of the memo,none of the easement documents have been reviewed or executed, some of the plan details have to be submitted to the engineer,and the development agreement is only in draft form as we do not have final plans. In talking to the City Engineer the outstanding comments can be completed but not in time for the meeting. J ./.,� SEH MEMORANDUM TO: Judy Weyrens City Administrator FROM: Randy Sabart, PE DATE: December 8, 2015 RE: St.Joseph, Minnesota 2015 River Ridge Estates(Ehlert Development) Preliminary Plan and Plat Review SEH No. STJOE GEN D140 I reviewed the preliminary plat, grading, and future utility plans dated December 1 and 7, 2015,from Arro Land Surveying and Wesfinrood Professional Services Inc., and I have the following comments. Reference is made to the numbered comments from my July 20, 2015, review memo. Preliminary Plat 2. The Future Utility Plan contemplates municipal sanitary sewer and water main being installed in a corridor either parallel with CR 121 or along the proposed street centerlines. While it's unknown if the extension of sanitary sewer and water would occur at the end of life cycle of the street(ex. 30 years+/-), the provisions for utility easemenfs(ex. 15 feet along CR 121)are not adequate to avoid disturbing roadways, especially considering the size and depth af the trunk infrastructure that has been considered for the area. a. 12/8/15:In reviewing the potenfial excavation conditions for sanitary sewer construction thaf wou/d paraNel CR 121 north of Clayey Court, l believe dedication on the plat of a minimum of a 40 foot wide utility easement will be necessary to accommodate the anticipated sewer depth. It is noted that the existing overhead power already appears to exist outside of the easement boundary for approximately 200 feet south of 290"�Street. b. 92/8/15:Similar to the development approach used in Sunset Ridge, widened(25 feet) public utility easements along 29t�''Street and Clayey Courf should be dedicated in the event municipal utilities need to be extended before the streef would need to be reconstructed. Private utility construction permits should require private utilities to install any infrastructure at the outside edges of the public easement and not occupy the space being reserved for municipal utilities. 4. Verify the Regulatory Flood Protection Elevations{RFPE)listed on the preliminary plat includes both the required 1-foot increase for freeboard and the amount for flood staae increase. Similar reference is made on multiple drawings to only the 1-foot freeboard without reference to the flood stage increase allowance.The Commission should define any additional freeboard elevation requirements. a. 12/8/15: The proposed Lowest Floor Elevation(LFE)elevations have been updated on the grading plans for lots that abut the 100-year flood plain boundary. The other lots along Clayey Court or 290�h Street, however, should stil/also have an LFE identified on the grading p/an for proper lot grading purposes and minimum flood protection. It should be noted that there are several/ots fhat still lie within the 500-year floodplain boundary thaf, statistical/y, have flood risk exposure. Short Elllott Hendrlckson Inc.,1200 25th Avenue South,P.O.Box 1717,St,Cloud,MN 56302-171) SEH is an equal opportunity employer � www.sehinc.com � 320.229.4300 � 800.572.0617 � 320.229.4301 fax 2015 River Ridge Estates December 8, 2015 Page 2 Preliminary Grading, Drainage and Erosion Control Plan 8. Since it is unknown when municipal utilities may be extended to serve the development in the future,widened drainage and utility easements should be dedicated parallel with the public rights- of-way lines for the streets (Ord. 54.16 Subd. 5c). a. 12J8115:/n reviewing the existing e/evations with the anticipated future sariitary sewer depths, it is estimated that at/east a 40 foot wide utility easement corridor shou/d be dedicafed along CR 121 and at Outlot A for future sanitary sewer and water main construction between 290�h Street and C/ayey Court. 9. Considering the proximity to the elementary school and pedestrian trail system at Jade Road, the Commission should define expectations for pedestrian accommodations. a. 12/8/15:No change on the current submittal. Hydrology 10. See attached separate memo dated December 3, 2015. Miscellaneous 13. Final submittal shall inctude a ' , , treet lighting plan.Wetland identification/protection signs should be placed where boundaries intersect lot lines. a. 92/8/15:Street lighting plan and wetland identification signs were not included in the current submittal. The Commission should define expectations for inclusion of these items in the subdivision. New Comments Easement, Preliminary Plat, Preliminary Construction Drawings 15. The proposed easement dedication on the north side of 290th Street only dedicates 33 feet for roadway and utilities.An additional easement should be dedicated to establish a similar street and utility corridor as the south side of the street(and as proposed with Clayey Court).See note 2b above. 16. Adjust the location of the proposed drainage and utility easement, or the location of the primary or alternate septic drain field sites so that they do not lie within the easement boundary area. Verify potential encroachments at Lots 16, 14, 13, 12, 2, Block 1. 17. It is understood that the proposed street construction would meet current Township(rural) construetion practices. However,there is an expectation that the subdivision be planned now to accommodate future conversion to an urban street section, particularly for storm water collection and treatment.As such, it is anticipated that the hydrofogy(re)submittal and proposed easement dedication and drawings will demonstrate, in a preliminary way, a feasibte alternative for access and treatment to the proposed ditch treatment method. 18. The proposed construction drawings do not detail the right turn lane construction as required by Stearns County.The drawings should be updated to include the required construction and associated temporary traffic control. 19. The drawings or preliminary plat should more clearly define/annotate the proposed lot ghost- platting and demonstrate conformance with structure setback requirements for the ghost-platted lots. 20. Please update the construction drawing legend to reflect the various lines styles employed on the drawings(ex. easement,wetland,floodplain boundaries). 21. Please illustrate a typical section for the proposed side yard drainage ditches.The construction drawings/grading plans should more clearly illustrate the complete construction to the ditch outlet. � � SEH DR14FT MEMOR14NDUM TO: Randy Sabart,PE&Jon Halter,PE FROM: April A.Ryan,PE DATE: December 4,2015 RE: River Ridge Estates Plat HH Review Commettts SEH No. D140 Provided are Hydrologic/Hydrology review comments for River Ridge Estates project submitted to SEH on December 1,2015.Based on the information that was submitted,I have the following comments. 1. The owner is responsible for meeting and applying for all applicable local,state,and federal drainage and hydrology permits,including but limited to: a. MPCA NPDES Constxuction Permit b. Sauk River Watershed District(SRWD)Permit(s) 2. Modeling should utilize Atlas 14 rainfall and distribution data for all rainfall events. 3. Construction drawings lack ditch information(grades,slope,etc.)for the proposed outlet ditches to the Sauk River. 4. Although unclear based on drawing information,modeling indicates outlet ditch slopes to be a 0.12%.We recognize the benefit to having flatter slopes to help promote infiltration,however a 0.12%slope is extremely flat and we have concerns about constructability,maintenance and proper drainage. 5. Construction drawings lack culvert information for the modeled cul-de-sac outlet to the Sauk River. 6. Water quality treatment and volume reduction requirements are proposed to be met by creating shallow ponding areas upstream of future driveway cnlverts.This dces not meet immediate water quality and volume control requirement of the proposed road runoff. 7. The volume reduction requirement is shown to be met by assessing the discarded(infiltrated) volume from the 100-year storm event.Water quality is typically designed and assessed against smaller(2-inch or less)rainfall events.As such,the calculated volume reduction provided by the project should be equal to the ponding volume provided below the proposed culvert inverts. Based on this,the proposed design does not meet the volume reduction requirements. Short Ellfott Hendrickson Inc.,f200 25th Avenue South,P.O.Box 1717,St.Cbud,MN 56302-1717 SEH is an equal opportunity employer � www.sehinc.com � 320.229.4300 � 800.572.0617 � 888.908.8166 fax Page 2 aar p:\pt�s�stjoekommon\d140 2015 riva ridge estates subd(american ntl baok property)�hh reviewU2.03.15Viver ridge estates plat_hh review comments_12.03.15.docx 3701 12th St.N,Suite 206 St.Cloud,MN 56303 Westwood Main (320)253-9495 Fax (320)253-8737 westwoodps.com (800)27b-9495 December 1,2015 ' Randy J Sabart ', SEH 1200 25th Avenue South St. Cloud,MN 56301 , Re: River Ridge Estates �', File 7572.00 ' Dear Randy: II Attached are Civil Construction�lans and Hydrology Calculations for River Ridge Estates. They are based on the meeting at your office on�lovember 10, 2015,and the memo to Judy Weyrens dated July 20,2015 and the memo to you updated October 29, 2015. I will try to hit all of these items: July 20,2015 Memo: , Preliminary Plat �' 1. Terminology updated onl,Construction Plans. Preliminary Plat forthcoming. 2. Future Utility Plan forth�oming. 3. D&U easements will be edicated. 4. The elevations shown onl the Construction Plans includes the increase. The FEMA cross sections are labeled and the cross sec�ion information is included in the Hydrology Calculations. 5. Arro Land Surveying wi�l address. Preliminary Gr�ding,Drainag¢,and Erosion Control Plan 6. Lowest Floor Elevationslfor lots in the Floodway/Floodplain have been adjusted for 1-foot above the RFPEpIus the flood sta�e increase. 7. D&U easements will be edicated on the plat. 8. D&U easements for the uture utilities will be included on the forthcoming preliminary and final plats. ' 9. No comment. I� Hydrology , 10. See below. I Construction Details 11. The pavement section is�dentical to Sunset Ridge. There are many ophons for the urban secdon: a. Lower the road�levation(this one is likely anyway and is very typical when replacing a rural section with an ban section due to drainage concerns). b. Reduce street width for traffic calming and because both streets are extremely low volume. c. Leave section as!rural to maintain character and allow temporary parking on inside slope of ditch. , 12. Pavement design inform�tion will be submitted du.ring earthwork activities. II _. __.. ', Multi-Disciplined Surveying&Engineering westwoodps.com December 1, Zo15 Page 2 Miscellaneous 13. Turf Establishment has been included on the grading plan. Signage has been included on P&P sheets. No wetland signs ha�e been included. This is all the same as was approved on the Sunset Ridge Plans. The Township Engineer can comment on street lighting requirements. 14. The grading and erosion control plan is 100-scale(same as Sunset Ridge). The P&P sheets are 50- scale. October 29,2015 Memo 1. Culvert sizing calculations are provided in the Hydrology Calculations. 2. Ditch and conveyance calculations are provided in the Hydrology Calculations. 3. Volume and water quality treatment calculations are provided in the Hydrology Calculations 1. Permits a. MPCA NPDES will be applied for prior to construction start. b. SRWD will be sent updated plans for their permit. 2. See attached Hydrology Calculations. 3. See attached Hydrology Calculations. 4. See attached Hydrology Calculations. 5'. See attached Hydrology Calculations. 6. Ditches are infiltration,therefore starting elevation is at ditch bottom. 7. See attached Hydrology Calculations. 8. Drainage, for the most part,is contained in easements. There is some cross drainage onto adjacent lots. This drainage is from grassed areas. Side yard swales could be added,but it was decided to minimize ground disturbance as well as concentrated flows in order to provide better treatment. 9. See attached Hydrology Calculations. The conveyances do have flat grades due to the nature of the site as well as the limited wetland impacts. The flat grades will also facilitate infiltration. 10. See attached Hydrology Calculations. I 1. Infiltration ditches a. The infiltration pool is 6"deep. This method has been used in the past and infiltration ditches are encouraged by the EPA. b. See answer above. 12. Erosion control has been added to the plans. 13. Erosion control has been added to the plans. 14. Erosion control has been added to the plans. 15. Erosion control has been added to the plans. 16. Hydrology Calculations include the ATLAS 14 100-year event. 17. See attached Hydrology Calculations. 18. Stormwater conveyances are within easements. 19. This no longer applies. 20. See attached Hydrology Calculations. Qecember 1, 2015 Page 3 I think this covers most of the items. I still need to get you a future utility plan and associated easements, but I wanted to get these plans in front of you first. The preliminary and final plat have not been included in this submittal because the engineering plans have changed with the change in engineers. Once we have your comments to these responses we'will revise the plans and the plats and resubmit for the December 8`'' raeeting. Please contact me if you have any questions. Sincerely, II �e . WESTWOOD PROFESSIONA�,SERVICES William R. Huston,PE ' Engineering Manager j CC: Cory Ehlert, CLC Partn�rs Kevin Cox, CLC Partneirs Judy Weyrens, City of st. 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WITNESSETH: WHEREAS, on November 18, 2014, the JPB conducted a public hearing to consider the request of the Developer to rezone the property legally described in E�chibit A from the current Urban Expansion(UE)to Residential 10; and WHEREAS, on November 18, 2014,the JPB extended the 60 day land use requirement an additional 60 days tabling further discussion on the rezoning of said property; and WHEREAS, on January 5, 2015, acting on the recommendation of the JPB,the St. Joseph City Council and the St. Joseph Town Board approved the rezoning request to a11ow a seventeen lot(sixteen residential lots and one outlot) subdivision entitled River Ridge Estates; and WHEREAS, on August 11,2015, the JPB conducted a public hearing to consider the preliminary plat for River Ridge Estates; and WHEREAS,the conditions of approval of said plat are stated in this agreement; and WHEREAS,the Developer is providing assurances herein to induce the JPB to provide the final plat approval; and WHEREAS, the JPB has the power and right to enter into this Agreement to approve the final plat of the subdivision known as River Ridge Estates; and WHEREAS,the purpose of this Agreement is to define the rights and obligations of the Developer with respect to the final approval,by the JPB, of the subdivision known as River Ridge Estates. NOW THEREFORE, in consideration of the mutual promises and agreements contained herein,the parties do agree as follows: 1.0 REQUEST AND CONDITIONS OF PLAT APPROVAL 1.1 Rec�uest for Plat Approval. T'he Developer has asked the JPB to grant final plat approval for a residential subdivision entitled River Ridge Estates. The legal description for the land is described in Exhibit A. 1.2 Conditions for Approval. The JPB hereby grants final approval of the plat subject to the conditions that the Developer enters into this Agreement, furnish the security in a form acceptable as required by various provisions of this agreement, and record the plat with the County Recorder within 30 days after the JPB approves the plat. 2.0 RIGHT TO PROCEED The Developer may not grade or otherwise disturb the earth, remove trees, construct private or public improvements, or any buildings,until all the following conditions have been satisfied: (1)this Agreement has been fully executed by both parties an files with the JPB Board; (2)the necessary security has been received by the JPB; (3)the plat and this Agreement have been recorded with the Stearns County Recorder's Office or acknowledgement has been received that the plat is in the process of being recorded; (4)the JPB has issued a letter that all conditions have been satisfied and the Developer may proceed. 3.0 DEVELOPER REQUIREMENTS 3.1 Sewage Treatment a. Declaration of Restrictions. In order to protect the two Individual Soil Treatment System(ISTS) areas on each lot for sewage treatment use,the ISTS sites shall be protected and maintained in an undisturbed and natural state. b. Desi�nation on Preliminarv Plat. The two ISTS areas on each lot shall be designated on the preliminary plat, and staked and fenced-off in the field prior to any ground disturbing activity. 3.2 Wetlands. The developer shall be allowed the deminimus exemption found in Minnesota Rules 8420.0420, subpart 98; or successor rules shall not be used for the purposes of draining or filling wetlands located within said plat. All wetlands within the plat will require a 25' building setback. a. Ingress and egress access to the Sauk River through the floodplain and wetland shall be limited to a dock or boardwalk-type structure and shall comply with the Wetland Conservation Act and Section 10.1 of Stearns County Land Use and Zoning Ordinance#439, or successor ordinance. b. A portion of the plat contains floodway areas as shown on Exhibit . All activities within the floodway shall be in compliance with Section 10.1.7 of Stearns County Land Use and Zoning Ordinance#439, or successor ordinance. 3.3 Construction Site Management. Construction site Best Management Practices(BMPs) shall be required during construction of any new structure in accordance with Section 7.10 of the Stearns County Land Use and Zoning Ordinance 439; or successor Ordinance. 3.4 Lot Restrictions. Due to the topography and site characteristics,the following lots contain building restrictions: a. Housing Pad Elevation Limitation. Except for Lots 7 and 8,the soil borings within the plat show evidence of redoximorphic features within six feet of the natural ground surface. Therefore, the bottom floor elevation for a residential dwelling within River Ridge Estates shall be restricted to one foot above the ground water table or redoximorphic features or as an alternative,the installation of an engineered groundwater drainage system that adheres to a plan developed by an engineer licensed in the State of Minnesota or an equivalent will be allowed as approved by the Director. b. Ve etg ation. A vegetative alteration application shall be submitted with the construction site permit application for Lots 1, 12, 13, 14, 15, and 16 Block 1. c. All structures shall be located outside of the 100 year floodplain. In order to protect them for sewage treahnent use, the two soil treatment areas on each lot, as designated on the preliminary plat, shall be staked and roped off prior to any ground disturbing activity on each lot. 3.5 f ,��,„ ��,° 3.6 . The Developer shall be required to provide all easement documents for review by the City/Township Engineer/Attorney prior to recording of the plat. The following right of way and easements are required to be noted on the final plat: a. Drainage and Utility Easements. b. The Developer will donate and dedicate to Stearns County a controlled access restriction,being the right of ingress to and egress from, along the right of way of County Road 121. 3.7 Public Improvements. The Developer shall be responsible for the construction of the road and required storm water facilities and they shall be in conformance with the construction plans attached as Exhibit C. The Public Improvements are subject to the following: a. Desi,gn Standard. The road shall be designed to meet nine(9)ton design standards. i. Construction of the road and related storm water facilities shall be the responsibility of the developer and shall be in conformance with both the stormwater management and erosion control plan approved as part of this plat and attached as Exhibit and the Stormwater Plan Review Memo attached as Exhibit b. Inspection. The construction of the roads and storm water facilities shall be inspected and accepted by the designated engineer. All costs associated with inspection services shall be the responsibility of the Developer. c. Improvements. The Developer agrees to construct those improvements itemized below, (hereinafter known as the"Improvements"): Check all that apply: _ Site Grading _ Storm Sewer/Culverts _ Street Name Signs _ Storm Water Treatment Systems _ Turning and Bypass Lanes _ Regulatory and Warning Signs _ Erosion Control Street Lighting _ On-site Wetland Mitigation-must be approved by appropriate regulatory agency _ Private Utilities to include gas, telephone, electric and cable TV d. The following improvements noted above are public improvements: site grading, storm sewer and culvert, storm water treatment ponds,bituminous streets, street signs,regulatory and warning signs, erosion control. Public improvements shall be dedicated to the Township as provided in paragraph 8.4 of this Agreement. The Improvements itemized above shall include all necessary appurtenant items of work as determined by the JPB. e. The following improvements are private improvements: on-site wetland mitigation, ISTS sites and systems, domestic wells, and private utilities. Private improvements shall remain the property of the Developer and under the control and maintenance of the Developer, its heirs and assigns. 3.8 Completion Deadlines. The Developer agrees to proceed with said Improvements entirely as its expense, and to complete said improvements by 3.9 En 'ni�eering Services. The Developer will retain an engineer satisfactory to the JPB to prepare complete construction Plans and Specifications for The Improvements. The Developer shall make his engineer aware of the provisions in this agreement. The Developer's engineer shall: a. Arrange for soil borings in accordance with E�ibit C and/or such other subsurface investigations as the JPB may require, including pavement design supporting information. b. Prepare construction plans and specifications, and estimate in accordance with Exhibit C. c. Secure all necessary permits including those required by the Minnesota Pollution Control Agency, the Department of Natural Resources, Stearns County, Sauk River Watershed District, or any other regulatory agency that has jurisdiction. d. Provide all necessary construction staking and related survey work. e. Provide construction administrative services on behalf of the Developer, including the following: review shop drawings, coordinate construction staking,monitor permit requirements,monitor site grading and erosion control work designated as developer's responsibility in, : ,process applications for payment,prepare change orders,monitor completion dates, coordinate field issues with Contractor and Developer,participate in final inspection. f. Prepare record drawings. Submit to the Township Engineer within 30 days of receiving field measurements from the Township's on-site representative. Record drawings shall include locational measurements to all culverts, storm sewer, and drainage structures. Developer will submit evidence of site grading,to include conformance of house pad elevations with the grading plan. 4.0 PERMITS AND FINANCIAL OBLIGATIONS 4.1 NPDES Permit. The Developer is required to secure a NPDES Permit since more than one acre of land will be disturbed as a result of the construction within the entire River Ridge Estates. The permit requires the creation and implementation of a Storm Water Pollution Prevention Plan(SWPPP). A copy of the permit must be provided to the JPB prior to any construction. 4.2 Improvement Escrow. The Developer shall provide Steazns County with an irrevocable letter of credit, cash escrow or bond equal to 125%of the site grading and erosion/sediment control costs necessary to assure performance as indicated in the construction plans and storm water management plan. The Escrow will be released upon satisfactory completion of the improvements and approval of the designated engineer. 5.0 PRUJECT SPECIFIC REQUIREMENTS 5.1 Park Land Dedication. The JPB shall receive a Park Dedication fee in the amount of$ 5.2` Storm V�`ater Infrasfiructure=I..ong Ternn Maint�nan�e. 6.0 RURAL DEVELOPMENT. The plat entitled River Ridge Estates is located in an agricultural area and the construction, expansion and operation of animal feedlots and other agricultural uses are permitted adjacent to the plat. The Developers acknowledge that future buyers may be exposed to the sights, sounds, smells, and conditions of modern agriculture and shall provide written notice of such agricultural conditions prior to entering in a purchase agreement with buyers of the property. 7.0 FUTURE DEVELOPMENT IMPACTS 7.1 Orderly Annexation Area. The plat of River Ridge Estates is located in the Orderly Annexation of the City and Township of St. Joseph. Property included in the Orderly Annexation area is subject to annexation into the City at some point in the future. The following should be considered: a. Future Subdivision of lots. In the future the City will extend city services(streets, curbs, gutters, sanitary sewer,water, and storm sewer) into the property. As a means of keeping future costs of such services reasonable, the Developer has provided a "ghost p1aY'which sets forth the location of future streets, lots, and blocks when City services become available. T'he"ghost plat"is attached to this agreement as Exhibit E. The Developer, its heirs and assigns, agrees to locate buildings on the plat of River Ridge Estates that do not overlap future lots,blocks and streets as set forth in the attached"ghost plat". b. Future Assessments. The Developer, its heirs and assigns, agrees not to object or contest the future costs associated with the improvements to be installed to serve the River Ridge Estates and the future subdivisions of the property as set forth in the "ghost plat"or amendments thereto. , 8.0 GENERAL TERMS AND CONDITIONS 8.1 Proof of Title. The Developer hereby warrants and represents to the JPB, as inducement to the JPB's entering into this Agreement,that Developer's interest in the Development is fee owner. Prior to execution of this Agreement,the Developer shall provide the JPB with a title opinion prepared by a licensed attorney and directed to the JPB stating the condition of title of the property, or other proof of title acceptable to the JPB. 8.2 Binding;Effect on Parties and Successors. The terms and provisions of this Agreement shall be binding upon and accrue to the benefits of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon a11 future owners of all or any part of the Development and shall be deemed covenants running with the land. Reference herein to Developer, if there be more than one, shall mean each and all of them. This Agreement, at the option of the JPB, shall be placed on record so as to give notice hereof to subsequent purchasers and encumbrances of all or any part of the Development and all recording fees shall be paid by the Developer. 8.3 Notice. Any notices permitted or required to be given or made pursuant to this agreement shall be delivered personally or mailed by United States mail to the addresses set forth in this paragraph,by certified or registered mail. Such notices, demand or payment shall be deemed timely given or made when delivered personally or deposited in the United States mail in accordance with the above. Addresses of the parties hereto are as follows: If to the JPB at: Township of St. Joseph PO Box 585 St. Joseph, MN 56374 AND City of St. Joseph PO Box 668 St. Joseph, MN 56374 If to the Developer at: Cory Ehlert CLC Partners, LLC PO box 99 St. Joseph,MN 56374 � 8.4 Accentance and Ownership of Im�rovements. The JPB will accept said improvements or portions thereof,upon certification by the designated Engineer that, to the best of his knowledge and belief, the irnprovements have been completed in conformance with the terms of this Development Agreement and all documents incorporated herein by reference. Upon completion of the work and construction required by this Agreement and final approval and acceptance by the JPB, the improvements lying within public easements in the development shall become public property without further notice or action. 8.5 Incorporation of Documents bv Reference. All general and special conditions, plans, special provisions,proposals, specifications and contracts for the improvements furnished and let pursuant to the Agreement shall be and herby are made a part of this Agreement by reference as if fully set out herein in full. IN WITNESS WHEREOF,the parties have executed this Agreement on the date and year first above written. DEVELOPER: CLC Partners, LLC. By: Cory Ehlert Its: Mana�n�Partner State of Minnesota ss County of Stearns The foregoing instrument was acknowledged before me this day of ,2015 by ,the Managing Partner of CLC Partners, a Limited Liability Corporation. Signature of Notary Notarial Stamp or Seal � ST. JOSEPH JOINT PLANNING BOARD By Chair St. Joseph Joint Planning Board ATTEST: By Judy Weyrens, Secretary St. Joseph Joint Planning Board State of Minnesota ss County of Stearns The foregoing instrument was acknowledged before me this day of , 2015 by Jeffrey Janssen, Chair of the St. Joseph Joint Planning Board and Judy Weyrens, Secretary of the St. Joseph Joint Planning Board. Signature of Notary N�otari�l Staz�lp or Seal ATTEST CTTY OF ST. JOSEPH Judy Weyrens,Administrator Rick Schultz,Mayor State of Minnesota ss County of Stearns The foregoing instrument was acknowledged before me this day of ,2015 by Judy Weyrens, Administrator and Rick Schultz, Mayor of the City of St. Joseph,member of the Joint Planning Board. Signature of Notary Notarial St�unp or Seal This instrument was drafted by: City of St.Joseph PO Box 668 St.Joseph MN 56374 EXHIBIT A State of Minnesota Stearns County That part of the NW '/ and part of the NE '/ in Section 23 and in part of the NE '/ of the NE '/ in Section 22 and Outlot I, Outlot J and Outlot K of Rivers Ben:d, St. Joseph Township(124/29)lying easterly of County Highway 121 and southerly of 290�' Street. STORMWATER MANAGEMENTBMP FACILITIES MAINTENANCE AGREEMENT THIS AGREEMENT,made and entered into this day of , 20_,by and between CLC Partners a Minnesota Limited Liability Company,hereinafter referred to as the "Developer",the City of St. Joseph, Minnesota, a municipal corporation,hereinafter called the"City", and the Board of Supervisors of St. Joseph Township,hereinafter called the"Township". WITNESSETH,that WHEREAS,the Developer is the owner of certain real property described as the property legally described in E�ibit A recorded by deed in the land records of Stearns County,hereinafter called the "Property". WHEREAS,the Developer is proceeding to build on or develop the property; and WHEREAS,the Site Plan/Subdivision Plan known as River Ridge Estates,hereinafter called the "Plan",which is expressly made a part hereof,as approved or to be approved by the St. Joseph Joint Planning Board(City and Township of St. Joseph),provides for detention of stormwater within the confines of the property; and WHEREAS,the Township and the Developer,its successors and assigns, including any future landowners or homeowners association, agree that the health, safety, and welfare of the residents of Stearns County, Minnesota,require that on-site stormwater managementBMP facilities be constructed and maintained on the Property; and WHEREAS,the County requires that on-site stormwater managementBMP facilities as shown on the Plan be constructed and adequately maintained. NOW, THEREFORE, in consideration of the foregoing premises,the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The on-site stormwater managementBMP facilities shall be constructed by the Developer, is successors and assigns, in accordance with the plans and specifications identified in the Plan. 2. Upon acceptance of said improvements, the Township shall adequately maintain the stormwater management/BMP facilities. This includes all pipes and channels built to convey stormwater to the facility, as well as all structure, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. 3. The Township,its successors and assigns,may inspect the stormwater managementBMP facility annually in order to assure safe and proper functioning of the facilities. The inspection shall cover the entire facilities,berms, outlet structure(s),pond area(s), access road(s), etc. Deficiencies shall be noted and the Developer, its successors and assigns, including any future landowners or homeowners association, informed in writing of such deficiencies. Any maintenance work needed will be completed and assessed to the benefiting landowners. 4. The Developer, its successors and assigns,hereby grant permission to the Township, its successors and assigns, its authorized agents and employees, to enter upon the Property and to inspect the stormwater managementBMP facilities whenever the township, its successors and assigns, deems necessary. The purpose of inspection is to document and report deficiencies and/or to respond to citizen complaints. 5. In the event the Developer,its successors and assigns, fails to maintain the stormwater managementBMP facilities in good working condition acceptable to the Township prior to Plan acceptance by the Township, the Township may enter upon the Property and take whatever steps necessary to correct deficiencies identified during the inspection and to charge the costs of such repairs to the benefiting landowners, its successors and assigns, and may assess said benefiting landowners,their successors and assigns. This provision shall not be construed to allow the Township to erect any structure of permanent nature on the land of the Landowner outside of the easement for the stormwater managementBMP facilities. 6. In the event the Township,its successors and assigns,pursuant to this Agreement,performs work of any nature, or expends any funds in performance of said work for labor,use of equipment, supplies,materials, and the like, the Developer, its successors and assigns, including any future land owners or homeowners association, shall reimburse the Township, its successors and assigns,upon demand, within thirty(30) days of receipt thereof for all actual costs incurred by the Township hereunder. 7. In the event the Township does correct any such identified deficiencies, the Township may charge the costs of such repairs to the benefiting landowners,their successors and assigns, and may assess said benefiting landowners for the same. 8. In the event the City annexes the Property with said Plan, the Township agrees to correct any subsequently identified deficiencies in the stormwater managementBMP facilities and to bring the storm water management/BMP facilities into conformance with the plans and specifications identified in the Plan,unless otherwise mutually agreed by both parties. 9. This agreement imposes no liability of any kind whatsoever on the Township and the Ciry, and the Developer agrees to hold the Township and City harmless form any liability in the event the stormwater managementJBMP facilities fail to operate properly. 10. This agreement shall be recorded among the land records of Stearns County, Minnesota, and shall constitute a covenant running with the land, and shall be binding on the Developer, its administrators, executors, assigns,heirs, and any other successors in interests, including any future land owners or homeowners association. WITNESS the following signatures and seals: DEVELOPER Cory Ehlert Signature State of Minnesota ss County of Stearns The foregoing instrument was acknowledged before me this day of , 20_by Signature of Notary Notarial Starnp or Seal ST. JOSEPH TOWNSHIP, STEARNS COUNTY MN Rick Schultz Ann Reischl Chair Signature Clerk Signature State of Minnesota ss County of Stearns The foregoing instrument was acknowledged before me this day of , 20_by Signature of Notary Notarial Stamp or Seai