10-22 Council Ordinance - Laserfiche WebLink

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( d ) Permanent boundary markers , in the form of signaqe approved by the City of Lino lakes , should be installed prior to final approval of the required clearing and grading plan . ( 10 ) Comprehensive Stormwater Management PIan . The City of Lino Lakes may develop a comprehensive stormwater management plan ( CSMP ) as an alternative way to meet the stormwater requirements of the local watershed agencies for development within a defined area and a common resource of concern ( ROC ) . The CSMP will be submitted to the applicable watershed district for review and must comply with the requirements of the watershed district . The following Comprehensive Stormwater Management Plans are adopted and in effect : ( a ) Legacy at Woods Edge Development ( LWED ) CSMP (August 2016 ) : The LWED is defined as that area within the City of Lino Lakes bounded by I - 35W to the north , Town Center Parkway to the south , and Lake Drive to the west . The following LWED CSMP policies and regulations supersede portions of Sections 1011 . 011 within the LWED as follows : 1 . Subpart ( 5 ) Water Quality Treatment and Subpart ( 6 ) Peak Stormwater Runoff Control : Private development shall not exceed the impervious areas listed in Appendix E of the LWED CSMP . If developers choose to exceed the impervious limits , equired to address any additi they will be r onal stormwater requirements within that parcel at their own expense and demonstrate how the additional runoff will be treated to meet the applicable Rice Creek Watershed District rules . Any such best management practices ( BMPs ) will be considered private and be maintained by the owner/developer of the parcel . ( b ) Northeast Lino Lakes Drainage Area ( NEDA) CSMP ( September 2018 ) : The NEDA is defined as that area within the City of Lino Lakes bounded by Main Street to the south , the City of Hugo to the east , Lake Peltier to the west and Rehbein Street to the north . The following NEDA CSMP policies and regulations supersede portions of Section 1011 . 011 with the NEDA as follows : 1 . Subpart ( 5 ) . Water Quality Treatment : Water quality treatment requirements shall be met through a variety of measures as is feasible on a regional or O development- by - development basis . On site infiltration is not feasible for most of the NEDA due to poor soils , high groundwater and the presence of wetlands . As development proceeds within the NEDA , developers shall be required to demonstrate that infiltration is not feasible on - site before utilizing any regional basins or other BMP alternatives . 2 . Subpart ( 6 ) . Peak Stormwater Runoff Control : Private development shall be restricted to an allowable flow rate of 0 . 1 cubic feet per second ( cfs ) per acre for the 100 - year , 24 - hour peak discharge rate . This will result in a maximum peak discharge rate from the NEDA into Peltier Lake of no more than 135 cfs . This restriction may be met through a combination of rate control practices on a regional or development- by . development basis . 27