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I <br /> 11 Sr.l#7011 i0 !3l�n. 3 nt tr7yut ti �! <br /> Rc moh 0 l c isihilirl 11,1 Ripon f ehi It llv W) <br /> ' Well construction details are presented in the well construction diagrams in Appendix B and summarized <br /> as follows <br /> • ASW-1 1 25-inch diameter PVC well casing 10 feet of 0 010-inch slotted screen set at 69 to 79 feet <br /> ' bgs <br /> • VEW-1 2-inch diameter PVC well casing 20 feet of 0020-inch slotted screen set at 345 to 545 <br /> ' feet bgs <br /> • VEW-2 2-mch diameter PVC well casing 20 feet of 0 020-inch slotted screen set at 10 feet to 30 <br /> ' feet bgs <br /> • MW-IOB 2-inch diameter PVC well casing 20 feet of 0 010-inch slotted screen set at 40 feet to 60 <br /> ' feet bgs <br /> • MW-IOC 2-inch diameter PVC well casing 20 feet of 0 010-inch slotted screen set at 64 5 feet to <br /> 84 5 feet bgs <br /> ' Blaes Environmental logged the physical characteristics of the soil cuttings from each soil boring using <br /> the Unified Soil Classification System (USCS) in order to evaluate stratigraphy and visually venfy the <br /> absence or presence of petroleum hydrocarbons Soil descriptions are presented in the soil boring logs in <br /> Appendix B <br /> ' 3 13 Well Completion <br /> ' Final completion of each well was accomplished by installing a flush-mounted, traffic-rated well vault <br /> Additionally, monitoring well MW-10B and 10C and remedial well ASW-1 were developed through <br /> surge and bail techniques Purged groundwater was stored on-site 1n a 1,000-gallon polyethylene tank <br /> ' pending removal <br /> ' 3 2 SOIL SAMPLING <br /> Three soil samples were collected from the VEW soil boring for laboratory analysis (VEW-1-20, VEW- <br /> , 1-30 and VEW-1-50) The samples were collected using a split-spoon sampler consisting of an outer <br /> sampling barrel lined with three six-inch long brass sample sleeves The sample sleeves were placed <br /> ' inside the split barrel halves that were held in place by a bottom drive shoe The samples were collected <br /> ' 5 <br />