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BORING NO. G-2A <br />COORDINATES: N. <br />E. <br />PROJECT: PROJECT NUMBER: 149267 FIELD GEOLOGIST: Garrick Anderson TOC ELEV: LOCATION: CHECKED BY: Garrick Anderson GS ELEV: DRILL CO.: Gregg Drilling SAMPLING METHOD: SPT APPROVED BY: J. C. IshamDRILLER: Jeff Neff BORING: 10" - HSA TOTAL DEPTH: 171 FEETSCREENS: Diameters:1" & 2"Lengths: 20' each Type/Size: 0.020 slot schedule 80 PVC SAND PACK: 2/12 Lapis LustreCASINGS: Diameters: 1" & 2" Lengths: 149' each Type: Schedule 80 PVC TRANSISTION SAND: NoneCASINGS:Top of 1" & 2" Csgs: 2' Above GS SPT = standard penetration test, HSA = hollow stem augerElevation(ft amsl) <br />Surface: Long dry grass. <br />SM Silty sand, dark brown (7SYR3/2), damp <br />50/4" SP Poorly graded sand (10YR5/6), moist <br />Sandy silt, brown (10YR4/3), damp <br />ML <br />8-13-12 <br />SP Poorly Graded Sand, yellowish brown (10YR5/4), loose, moist <br />6-8-12 Silty sand, brown (7SYR5/6), damp <br />SM <br />12-18-13 <br />17-19-22 Poorly Graded Sand, yellowish brown (10YR5/4), dense, moist <br />SP <br />Sandy silt, yellowish brown (10YR6/4), damp <br />ML <br />15-17-17 <br />North County Sanitary Landfill17720 East Harney Lane, Lodi, CA <br />-29.00 29.0 <br />-30.00 30.0 <br />-27.00 27.0 <br />-28.00 28.0 <br />-25.00 25.0 <br />-26.00 26.0 <br />-23.00 23.0 <br />-24.00 24.0 <br />-21.00 21.0 <br />-22.00 22.0 <br />-19.00 19.0 <br />-20.00 20.0 <br />-17.00 17.0 <br />-18.00 18.0 <br />-15.00 15.0 <br />-16.00 16.0 <br />-13.00 13.0 <br />-14.00 14.0 <br />-11.00 11.0 <br />-12.00 12.0 <br />-9.00 9.0 <br />-10.00 10.0 <br />-7.00 7.0 <br />-8.00 8.0 <br />-5.00 5.0 <br />-6.00 6.0 <br />-3.00 3.0 <br />Schedule 80 PVC 2" & 1" <br />casing <br />-4.00 4.0 <br />0.00 <br />-1.00 1.0 <br />cement grout (5% bentonite <br />powder) <br />-2.00 2.0 <br />Sanitary seal: Bentonite- <br />DATE BEGAN: 8/26/13DATE FINISHED: 8/27/13 <br />Depth SPT Blows/6"USCS Symbol Profile Description Comments(feet)Well Completion <br />Page 1 of 6