pf07-002 - Laserfiche WebLink

Home

1033 Udifluvents 0.5 1039 Urban land 13.5 1055 Aguolls and histosols, ponded 0.9 W w'ater 25.3 The majority of the site is composed of fine sandy loams, predominantly Zimmerman type (see Attachment 11). The Zimmennan series consists of excessively drained, rapidly permeable soils on ounvash plains. They farmed in leached f ne sandy material and slope ranges from 0 to 25 percent. The Urban land-Zimmerman complex consists of Urban land and very gently sloping to moderately sloping, excessively drained Zimmerman soils on ouhvash plains. Up to 90 percent of the complex is Urban land. Udifluvents are somewhat poorly drained, nearly level to gently sloping soils on shorelines along lakes, rivers, and sloughs. These soils are extremely variable. Urban land is a miscellaneous area which has more than 90"/0 of the surface is covered with buildings, asphalt, concrete, or other impervious surfaces. These areas are generally level to gently sloping. Aquolls and Histols, ponded is a soi! type tlrat consists of level, poorly drained mineral and organic soils around lakes or rivers and in depressions of till plains and outwash plains. During construction activities, best management practices (BMPs), such as the use of silt fence, will be incorporated to ensure that site runoff and siltation is prevenled to minimize any impacts to groundwater; particu/arly in areas near any wetlands or Lake Johanna and Little Lake Johanna. 20. Solid wastes, hazardous wastes, storage tanks a. Describe types, amounts and compositions of solid or hazardous wastes, including solid animal manure, sludge and ash, produced during construction and operation. Identify method and location of disposal. For projects generating municipal solid waste, indicate if there is a source separation plan; describe how the project will be modified for recycling. If hazardous waste is generated, indicate if there is a hazardous waste minimization plan and routine hazardous waste reduction assessments. In 2006, the College generated approximately 385 tons of municipal solid waste. This equates to the College currently generating l,1001bs/day of municipal solid waste, wlzich is 1.31 lbs/day/student. With the increase in student population to 2, 400 students, an additional 1, 060 pounds of solid waste per day is anticipated based on an additrona1800 students generating 1.31 !bs/day/student. The total increase in student population wou/d be graduated over a minimum of Il years. The nature of the solid waste material tivould be primarily paper products, food packuging, and beverage containers. Colfection x�ould 6e by a licensed garbage hauler and disposal would be at an approved facility. The College has several recycling programs including recycling paper products, plastics, and glass. The College recycled 42.24 tons of cardboard and mixed paper and recycled an additiona13.6 tons of commingled recycling products in 2006. These programs will 6e continued and new facilities will be incorporated into the existing programs. During construction minor amounts of solid construction wastes will be generated. This waste wi/1 be collected and hauled ofj-site to be placed in a landfrl! by an npproved waste hauler. All bituminous material will be hauled away by the Cnntractor to be recycled. Excess �,rcavated materials not suitable for bac�ll, and other waste materials shall be disposed of in accordance with local regulatory requirements. Watertight conveyance shall be provided for liquid, semi-liquid, or saturated materials to prevent liquid loss or bleeding along transport routes. Once construction is complete, no waste will be produced. b. Identify any toxic or hazardous materials to be used or present at the site and identify measures to be used to prevent them from contaminating groundwater, If the use of toxic or hazardous materials will lead to a regulated waste, discharge or emission, discuss any alternatives considered to minimize or eliminate the waste, discharge or emission. No hazardous material.s are known to have been stared or disposed of on the prope�-ty. c. Indicate the number, location, size and use of any above or below ground tanks to store petroleum nu�� t o