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CCR2021043-Attachment Page 1 of 5 Document Number Home Path Financial, L.P., as “Owner” of the property described below, in accordance with Chapter 13 MMSD and the City of Muskego Code of Ordinances agrees to install and maintain storm water management practice(s) on the subject property in accordance with approved plans and Storm Water Management Plan conditions. The owner further agrees to the terms stated in this document to ensure that the storm water management practice(s) continues serving the intended functions in perpetuity. This Agreement includes the following exhibits: Exhibit A: Legal Description of the real estate for which this Agreement applies (“Property”). Exhibit B: Location Map(s) – shows an accurate location of each storm water management practice affected by this Agreement. Exhibit C: Maintenance Plan – prescribes those activities that must be carried out to maintain compliance with this Agreement. Through this Agreement, the Owner hereby subjects the Property to the following covenants, conditions and restrictions: 1. The Owner shall be responsible for the routine and extraordinary maintenance and repair of the storm water management practice(s) identified in Exhibit B. 2. The Owner shall be solely responsible for maintenance and repair of the storm water management practices and drainage easements in accordance with the maintenance plan contained in Exhibit C. 3. Upon written notification by City of Muskego or their designee, the Owner shall, at their own cost and within a reasonable time period determined by the City of Muskego, have an inspection of the storm water management practice conducted by a qualified professional, file the professional’s inspection report with the City of Muskego which shall be subject to the City’s approval and complete any maintenance or repair work recommended in the report. The Owner shall be liable for the failure to undertake any maintenance or repairs. 4. In addition, and independent from the requirements of paragraph 3, above, the City, or its designee, is authorized to access the Property as necessary to conduct inspections of the storm water management practices or drainage easement to ascertain compliance with the intent of this Agreement and the activities described in Exhibit C and any applicable addenda that are subsequently recorded regarding this Agreement. The City may require work to be done which differs from the report described in paragraph 3, if the City reasonably concludes that such work is necessary or appropriate. 5. Upon notification by the City of Muskego of required maintenance or repairs, the Owner shall complete the specified maintenance or repairs within a reasonable time frame determined by the City of Muskego. 6. If the Owner does not complete an inspection under 3. above or required maintenance or repairs under 4. or 5. above within the specified time period, the City of Muskego is authorized, but not required, to perform the specified inspections, maintenance or repairs. In the case of an emergency situation, as determined by the City of Muskego, no notice shall be required prior to the City of Muskego performing emergency maintenance or repairs. The City of Muskego may levy the costs and expenses of such inspections, maintenance or repair related actions as a special charge against the Property and collected as such in accordance with the procedures under s. 66.0627 Wis. Stats. or subch. VII of ch. 66 Wis. Stats. 7. No changes or amendments to this Storm Water Management Practice Maintenance Agreement may be made without the written approval of the City of Muskego. The City of Muskego has the unilateral authority to update this Agreement based upon any physical modifications to the storm water management practices and drainage Cobblestone Meadows Storm Water Management Practice Maintenance Agreement Name and Return Address City of Muskego Community Development Department W182 S8200 Racine Avenue Muskego, WI 53150-0749 Tax Key No. MSKC __________ Parcel Identification Number(s) – (PIN) Page 2 of 5 easements described herein, by recording an updated Exhibit B and/or an updated Exhibit C in the office of the Waukesha County Register of Deeds, and giving notice thereof to the Owner. 8. This Agreement shall run with the Property and be binding upon all heirs, successors and assigns. Such heirs, successors and assigns shall be the “Owner” as used herein. Including but not limited to, the Home Owners Association of Cobblestone Meadows. Owner: ____________________________________________ By: By: STATE OF WISCONSIN ) ) ss. WAUKESHA COUNTY ) Personally came before me this _____ day of_____________________, the above named _____________________________, to me known to be the person who executed the foregoing instrument and acknowledged the same. Notary Public, State of Wisconsin My Commission expires _____________ City of Muskego: Mayor Richard Petfalski Jr. STATE OF WISCONSIN ) ) ss. WAUKESHA COUNTY ) Personally came before me this _____ day of ___________________________, the above named Richard Petfalski, Jr., to me known to be the person who executed the foregoing instrument and acknowledged the same. Notary Public, State of Wisconsin My Commission This document was drafted by: Attorney Jeffrey J. Warchol, City Attorney City of Muskego W182 S8200 Racine Avenue Muskego, WI 53150 Page 3 of 5 Exhibit A – Legal Description A division of Certified Survey Map No. 11325, all lying within and being part of the Northeast 1/4 of the  Southeast  1/4  of  Section  09,  Town  5  North,  Range  20  East,  City of  Muskego,  Waukesha  County,  Wisconsin.   Said lands are bounded and described as follows;  Commencing at the Northeast corner of Certified Survey May No. 11325 and the Point of Beginning;  thence continuing South 25°48'14” East, a distance of 231.50 feet along the west line of Certified Survey  Map No. 2667, thence North 61°42'46” East, a distance of 135.00 feet along the south line of aforesaid  CSM 2667, thence South 26°00'09” East a distance of 138.74 feet along the west line of Certified Survey  Map No. 123, thence South 10°28'40” East, a distance of 222.14 feet along the east line of Lot 3 of  aforesaid CSM 11325, thence South 01°33'15” East, a distance of 100.00 feet along the west line of  Certified Survey Map No. 7170, then South 88°49'39" West, a distance of 5.00 feet along the north line  of Certified Survey Map No. 4432, thence South 11°24'24” West a distance of 111.82 feet along the west  line of aforesaid CSM 4432, thence South 88°49'39” West, a distance of 477.87 feet along the north line  of Block 1 of St. Leonard's Subdivision, a recorded subdivision, to a point on the east line of Kristin  Down, a recorded subdivision, thence North 02°16'55” West a distance of 480.98 feet along the east line  of aforesaid Kristin Down subdivision to a point; thence North 76°58'38” East, a distance of 125.23 feet;  thence North 11°54'46” West, a distance of 153.99 feet to a point on the South line of Janesville Road  (C.T.H. "L"); thence northwesterly 120.05 feet along the south line of aforesaid Janesville Road and arc  of a curve whose center lies to the north, whose radius is 3560.00 feet and whose chord bears North  66°40'11” East, a distance of 120.05 feet; thence South 25°45'14"East, a distance of 8.06 feet to the  point of beginning. Said lands containing 276,090 square feet (6.338 gross acres) of land, more or less.  Dedicating therefrom 37,815 square feet (0.868 acres) of land, more or less for public road purposes. Page 4 of 5   Exhibit B – Location Map of Storm Water Pond Page 5 of 5 Exhibit C Minimum Storm Water Practice Maintenance Requirements This exhibit explains the basic function of each of the storm water practices and prescribes the minimum maintenance requirements to remain compliant with this Plan. The maintenance activities listed below are aimed to ensure these practices continue serving their intended functions in perpetuity. The list of activities is not all- inclusive, but rather indicates the minimum type of maintenance that can be expected for this particular site. WET DETENTION BASINS System Description: The wet detention basins are designed to together remove at least 80% of the Total Suspended Solids (TSS) in the site runoff and to reduce pre-development downstream peak flows. Swales function to convey runoff to the basins, as well as filter pollutants, especially from smaller storms. To function correctly, the pond size, water level and outlet structures must be maintained as specified in this Plan. Minimum Maintenance Requirements: To ensure the proper function of the storm water management practices described above, the following activities must be completed: 1. All outlet structures and pipes must be checked monthly to ensure there is no blockage from floating debris or ice, especially the washed stone in front of the orifices and the trash rack on the risers in the main part of the basins. Any blockage must be removed immediately. The washed stone must be replaced when it becomes clogged. 2. Grass swales shall be preserved to allow free flowing of surface runoff in accordance with approved grading plans. No buildings or other structures are allowed in these areas. No grading or filling is allowed that may interrupt flows in any way. 3. Grass swales, inlets and outlets must be checked at least twice yearly (spring and fall) and after heavy rains for signs of erosion. Any eroding areas must be repaired immediately to prevent premature sediment build- up in the basin. Erosion matting is recommended for repairing grassed areas. 4. NO trees are to be planted or allowed to grow on the earthen berms. Tree root systems can reduce soil compaction and cause berm failure. The berms must be inspected annually and any woody vegetation removed. 5. If floating algae or weed growth becomes a nuisance (decay odors, etc.), it must be removed from the basin and deposited where it cannot drain back into the basin. Removal of the vegetation from the water reduces re-growth the following season (by harvesting the nutrients). Wetland vegetation must be maintained along the waters edge for safety and pollutant removal purposes. 6. The basins are to be cleaned once the average depth of the permanent pool is 3.5 ft. in accordance to WDNR Technical Standard 1001. All removed sediment must be placed in an appropriate upland disposal site and stabilized (grass cover) to prevent sediment from washing back into the basin. 7. No grading or filling of the basins or berms other than for sediment removal is allowed, unless otherwise approved by the City of Muskego. 8. To promote more effective infiltration, mowing in the drainage ways, detention basins, and wetland fringe areas should be minimized. If mowing is deemed necessary, the mowing heights should be no shorter than six (6) inches. Restricting any mowing to late summer or autumn will minimize mortality to ground nesting birds. To discourage the presence of nuisance waterfowl (i.e. Canada Geese), a minimum 30-foot wide no-mow fringe shall be maintained around all detention basins, where possible. 9. After Vegetation is 70% established, the use of herbicides/pesticides is to be discontinued along the swales & basins.