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08/13/2003 P&Z Packet
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08/13/2003 P&Z Packet
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P&Z
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P&Z Packet
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08/13/2003
P&Z Meeting Type
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19. Geologic hazards and soil conditions <br />a. Approximate depth (in feet) to ground water: 0 ft. minimum 12 ft. average <br />to bedrock: 200 ft. minimum 200 ft. average <br />Describe any of the following geologic site hazards to ground water and also identify them on the <br />site map: sinkholes, shallow limestone formations or karst conditions. Describe measures to <br />avoid or minimize environmental problems due to any of these hazards. <br />There are no known geologic site hazards to groundwater within the study area or in close proximity to <br />the proposed site. <br />b. Describe the soils on the site, giving NRCS (SCS) classifications, if known. Discuss soil <br />granularity and potential for groundwater contamination from wastes or chemicals spread or <br />spilled onto the soils. Discuss any mitigation measures to prevent such contamination. <br />Based on information obtained from the Soil Survey of Anoka County, the following soil map units are <br />contained within the project area and shown on Figure 5. <br />Map Symbol Soil Map Name Drainage Class <br />Iw AJD Isanti Fine Sandy Loam, 0 -2% slope Very Poorly Drained <br />LnA Lino Loamy Fine Sand, 0 -4% slope Poorly Drained <br />ZmA Zimmerman Fine Sand, 0 -2% slope Excessively Drained <br />ZmB Zimmerman Fine Sand, 2 -6% slope Excessively Drained <br />ZmC Zimmerman Fine Sand, 6 -12% slope Excessively Drained <br />The combination of excessively drained soils and a relatively high groundwater table creates a <br />substantial potential for groundwater contamination. The site will be connected to municipal sewer <br />and water systems to eliminate two potential sources of contamination. At this time, proposed use of <br />the site does not involve the use or generation of hazardous chemicals. If chemicals are to be stored on <br />site, they will be stored either indoors or in self - contained facilities to eliminate the potential for spills <br />and subsequent groundwater contamination. <br />20. Solid wastes, hazardous wastes, storage tanks <br />a. Describe types, amounts and compositions of solid or hazardous wastes, including solid animal <br />manure, sludge and ash, produced during construction and operation. Identify method and <br />location of disposal. For projects generating municipal solid waste, indicate if there is a source <br />separation plan; describe how the project will be modified for recycling. If hazardous waste is <br />generated, indicate if there is a hazardous waste minimization plan and routine hazardous waste <br />reduction assessments. <br />There are no known hazardous wastes associated with the proposed development The City does not <br />provide full solid waste collection services for residents and businesses in the community. Residents <br />and businesses contract their solid waste removal needs with independent garbage haulers that are <br />licensed by the City. <br />b. Identify any toxic or hazardous materials to be used or present at the site and identify <br />measures to be used to prevent them from contaminating groundwater. If the use of toxic or <br />hazardous materials will lead to a regulated waste, discharge or emission, discuss any <br />alternatives considered to minimize or eliminate the waste, discharge or emission. <br />Proposed uses of the site include light industrial operations. Generally these types of uses do not <br />produce or handle substantial amounts of hazardous materials. It is possible that some occupants may <br />use or handle hazardous materials as part of their business. Any occupant which utilizes hazardous <br />materials would be required to conform to all existing laws and regulations in place at the time of <br />development. <br />Lakes Business Park EAW — July 21, 2003 16 <br />Lino Lakes, MN <br />
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