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Agenda - 10-14-1993 - D 1
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Agenda - 10-14-1993 - D 1
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2/7/2017 11:16:40 AM
Creation date
2/7/2017 11:13:54 AM
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BOCC
Date
10/14/1993
Meeting Type
Public Hearing
Document Type
Agenda
Agenda Item
D 1
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The entire erosion control plan for the asphalt plant has been designed so that no oil or <br /> petroleum products will either enter the soil or be carried offsite in stormwater runoff. The plan <br /> also provides for silt fencing and a settling pond during construction phase. The completed site <br /> will have a total of three ponds to contain runoff water. Any earthen berms and land disturbance <br /> areas will be vegetated in accordance with the Soil Erosion Control Plan, as detailed under the <br /> Seedbed Preparation and Seeding Schedule. In consideration of the plant's sensitive location, <br /> the usual industry practice of spraying haul-truck beds with a petroleum-based solvent to prevent <br /> adhesion will not be followed, but the asphalt plant will use a biodegradable product instead. <br /> Erosion and sedimentation will occur during the construction of all alternatives. For this reason. <br /> an erosion control schedule will be devised by the contractor using the engineer's erosion and <br /> sediment control plan as a minimum, before work is started. The project will be completed in <br /> accordance with Article 107-13 of the Standard Specifications which is entitled "Control of <br /> Erosion, Siltation and Pollution", The N.C. Division of Highways has also developed an Erosion <br /> and Sedimentation Control Program which has been approved by the N.C. Sedimentation Control <br /> Commission. <br /> The contractor shall maintain the earth surfaces of all waste areas, both during the work and until <br /> completion of all seeding and mulching, or other erosion control measures specified, in a manner <br /> which will effectively control erosion and siltation. <br /> B. Groundwater <br /> Lateral expansion of the quarry pit will cause an attendant spread of the dewatered area around <br /> the periphery of the pit. Based upon past experience of the effects of quarry excavation on <br /> groundwater supplies, the dewatered area is expected to extend outward from the quarry face <br /> a distance equal to the depth of the quarry. At this site this zone potentially could extend <br /> approximately 250 feet beyond the quarry face. There are no known groundwater users at the <br /> northwest end of the property who would be effected. Expansion to the southeast will be toward <br /> the existing reservoir and will not be close to residents on the south side of Route 54. The <br /> closest groundwater users are mobile home owners along SR 1104 at the northeast tip of the <br /> present quarry, Water supply to these mobile homes is a community well. There have been no <br /> reported problems with this well over the more than 20 years the quarry has been in operations. <br /> In addition, the proposed quarry expansion will not move quarry operations closer to the mobile <br /> homes. <br /> 4-5 <br />
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