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Camp, Dresser & McKee, Inc. <br /> Soil Boring Log Well Installation and Completion Data <br /> Client Nnctio r"odc co,pglty Site Rippe_ r 114nr1^n Job No. 1130-111 Surveyed Elevation: Ground <br /> Date Drilled 10/19/87 Well No. VES Boring Co. Spectrum Top of Casing Screen Length 25' <br /> Total Depth 39' Boring Method Used Hallow Stem Auger Piezomeler Casing Size 8 Type 4" PVC <br /> Field Geologist D. Fuller Organic Vapor Instruments Used HNU (Head Space Analysis) Water Table Depth 25' <br /> Depth Samp. Blows per 6' Sample Adv./ Org, Vap. Sample Description Strata. Equipment <br /> (leer) No. lbs. Interval Recov. - PPM Charge Installed <br /> Head <br /> Space <br /> I Pushed 4-5.5 18"/18" Silty Sandy Clay (ML), d. brown, Cement <br /> 8 v. fine sand and mica, moist, stiff Grout <br /> S <br /> Silty Sand (SM), It brown, mod. sorted Bentonite <br /> 2 " 9-10.5 Pellet <br /> 60 v. fine to fine grain, loose, moist <br /> Seal 8' <br /> 10 <br /> Sch 40 10' <br /> Clay (CL), grey to brown, Fe stains, PVC Casing <br /> 3 " 14-15.5 11120 slightly moist, stiff <br /> 13.5 <br /> 15 <br /> Sandy Clay (CL), grey to brown, 03 <br /> 4 19-20.5 26 V. fine sand and mica, moist, stiff Monterey <br /> 20 Sand <br /> Sand (Sid), rusty brown, poorly sorted Sch. 40 <br /> 5 24-25.5 80 fine to coarse grain, loose, slightly PVC Screen- <br /> 25_ <br /> creen <br /> 25 moist 0.010 Slot <br /> 6 Silty Clayey Sand (SM), brown, <br /> ^ 29-30.5 200 unsorted, 30% silt and clay, little <br /> 0- <br /> stiff, moist <br /> Sand (SW), It brown, mod. sorted, <br /> 7 34-35.5 190 fine to coarse grain mostly med., vet, <br /> « « <br /> loose <br /> 35 <br /> g Clay (CL), grey, minor sand, stiff, <br /> 38-39 210 moist Total Depth ' 38.5 <br /> 04530 40- <br /> 45- <br /> 50 <br /> 55 <br /> Remarks: <br />