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08/28/2002 Env Bd Packet
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08/28/2002 Env Bd Packet
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Environmental Board
Env Bd Document Type
Env Bd Packet
Meeting Date
08/28/2002
Env Bd Meeting Type
Regular
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. The lighting plan submitted identifies proposed lighting fixtures. These fixtures <br />are not consistent with our ordinance requirements. <br />• <br />• <br />Analysis: <br />• The high water elevation of the large basin on the west is indicated at <br />897.2. The West infiltration basin on the site is proposed to have a <br />base elevation of 897.0. There needs to be at least a 3 -foot separation <br />between the bottom of the basin and the seasonally high ground water <br />level. The applicant should demonstrate that adequate separation <br />exists or redesign the improvements to achieve this separation. This <br />3 -foot separation is consistent with MPCA's guidelines for septic <br />systems. In addition, given this is a light industrial site, the applicant <br />should submit a soil sensitivity test for designed systems to evaluate <br />potential effects on groundwater. If runoff water could contain a <br />significant concentration of soluble pollutants, infiltration basins should <br />not be used. Proximity to drinking wells must be evaluated. Basins <br />should be at least 150 feet from any wells and be situated at least 10 <br />feet down - gradient and 100 feet up- gradient from building foundations <br />• Basins should be designed with pretreatment features such as grit <br />chambers, swales with check dams, filter strips, or sediment fore bays. <br />Traps should be a component of any infiltration system. Desirable side <br />slope dimensions of the basin should be no greater than 3H: 1V. <br />Flatter slopes are preferred. The basin water depths should be no <br />more than 2 feet to eliminate compaction to the basin, and the ponding <br />time no more than 72 hours. A desirable length to width ratio for an <br />infiltration basin should be 3:1 or greater. Overflow should include <br />check dams, level bars or other structures to ensure sheet washing. <br />Access to the site for maintenance should be addressed. <br />• Swale areas should be kept to a 1% to a 2% slope. Recommend that <br />the design of these swales be modeled after Met Council /Barr <br />engineering design standards. <br />• Sequencing and Construction Sequencing Plans (BMP's) should be <br />submitted. Suggested guidelines are in the Minnesota Urban Small <br />Sites BMP Manual. (Attachment 10). <br />• A Maintenance Plan should be submitted with the BMP Plan. <br />(Attachment 11). <br />• The landscape plan seems to have appropriate materials. All soil <br />areas in the landscape, and surface water treatment train, should <br />follow written and approved BMP's. There are no trees that will be <br />saved on this site. The City native plant seed schedule (Attachment <br />12), should be used in and around the basins and swales, unless <br />
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