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06/08/2005 P&Z Packet
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06/08/2005 P&Z Packet
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06/08/2005
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• <br />• <br />I -35E Corridor Draft AUAR June 2, 2005 <br />The runoff volume into the receiving waters will likely increase with development due to the increased <br />impervious area constructed in the AUAR area. However, with the stormwater management requirements <br />outlined in this document, the peak runoff release rates will be decreased from storms of 1 -, 10 -, and 100 - <br />year recurrence intervals. The recommended large area stormwater management elements will result in <br />relatively small water level fluctuations, provide area to enhance the groundwater recharge necessary to <br />provide base flow to the receiving streams, and provide the detention time necessary to cleanse the runoff of <br />contaminants and meter the increased runoff volume to an amount within the receiving streams ecological <br />carrying capacity. <br />Regional Sanitary Sewer Infrastructure Capacity <br />The city has met with Metropolitan Council Environmental Services (MCES) staff on several occasions <br />from 2003 through Spring 2005 to discuss existing and future MCES service to Lino Lakes. The MCES is <br />in the process of updating their comprehensive planning for the "Northeast Region," which includes Lino <br />Lakes, Centerville, North Oaks, Forest Lake, Hugo, White Bear Lake, and White Bear Township. They <br />anticipate the need to provide additional capacity in the Forest Lake Interceptor and downstream facilities to <br />serve the future needs of those communities. Currently, MCES is engaged in plans to construct additional <br />capacity support for the Forest Lake Interceptor. <br />Following a series of meetings in early 2005, MCES agreed to construct an additional interceptor to serve <br />the easterly portion of Lino Lakes. The MCES intends to construct this pipe in 2006, in conjunction with a <br />planned county highway improvement project. The new interceptor should be designed to convey the <br />excess flow not accommodated by the existing Centerville Interceptor. Assuming the existing interceptor <br />can handle 1.7 MGD, the new pipe should be designed to convey flows ranging from 1.3 MGD for Scenario <br />One to 2.5 MGD for Scenario Three (see full discussion under Item 18). <br />Design of the new interceptor is now in progress. Lino Lakes provided flow estimates, based on the <br />Comprehensive Sanitary Sewer Plan Scenario, to MCES in March 2005 (see Item 18 for additional <br />information). MCES has directed the designers to provide capacity in the new interceptor for 2.0 MGD <br />average daily flow. Discussions are currently underway between Lino Lakes and MCES regarding the <br />capacity to be provided in the new interceptor. Assuming capacity remains at 2.0 MGD, the existing and <br />new interceptors will have adequate capacity for projected development through at least 2030 under any of <br />the three AUAR Scenarios. However, ultimate development as projected by Scenarios Two and Three <br />could eventually exceed capacity. If the city chooses to amend its Comprehensive Plan to accommodate <br />components of Scenarios Two or Three, then a subsequent revision to the Comprehensive Sanitary Sewer <br />Plan will be required. The Comprehensive Planning process, including review by the Metropolitan Council, <br />is the appropriate process to resolve any potential sewer capacity issues. <br />Cultural Resources <br />Ten precontact archaeological sites have been recorded in the north and western portions of the AUAR area, <br />and numerous others have been documented in proximity to it (see Table 25 -1). For the most part, sites are <br />located in proximity to water: Centerville Lake, George Watch Lake, Peltier Lake, Rondeau Lake, <br />Clearwater Creek, Hardwood Creek, and Rice Creek. The undisturbed landforms adjacent to these bodies <br />of water have the greatest potential for containing intact archaeological sites. Several sites have been <br />identified on slight rises within the wetlands surrounding Rice Creek; therefore, those wetlands, and the <br />northern portion of Peltier Lake, have high potential to contain intact archaeological resources. Further, <br />those undisturbed areas adjacent to known sites are also considered to have high archaeological potential. <br />Because of the high level of archaeological sites in the AUAR area, appropriate levels of historical and <br />archaeological surveys in areas identified as having high potential for containing cultural resources will <br />occur prior to future development. This is intended to mitigate any intentional or unintentional damage to, <br />xii <br />
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