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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 />North County Sanitary Landfill17720 East Harney Lane, Lodi, CA DATE BEGAN: 8/26/13DATE FINISHED: 8/27/13 <br />Depth SPT Blows/6"USCS Symbol Profile Description Comments(feet)Well Completion <br />SP Poorly graded sand, dark yellowish brown (2.5YR6/3), <br />Sandy silt, yellowish brown (10YR5/4), dense, damp <br />25-27-29 <br />ML <br />10-15-17 <br />Silty sand, yellowish brown (10Y3/4), dense, damp <br />10-14-16 <br />SM 30-35% fine sand <br />Grades to silty sandstone (2.5Y6/3) <br />10/11/14 <br />SP Poorly graded sandstone less than 5% silt12-13-15 <br />Sandy siltstone, yellowish brown (10YR5/4), dense, damp <br />SM/ML <br />Dark yellowish brown iron oxide <br />14-19-27 <br />-88.00 88.0 <br />-89.00 89.0 <br />-90.00 90.0 <br />-85.00 85.0 <br />-86.00 86.0 <br />-87.00 87.0 <br />-82.00 82.0 <br />-83.00 83.0 <br />-84.00 84.0 <br />-79.00 79.0 <br />-80.00 80.0 <br />-81.00 81.0 <br />-76.00 76.0 <br />-77.00 77.0 <br />-78.00 78.0 <br />-73.00 73.0 <br />-74.00 74.0 <br />-75.00 75.0 <br />-70.00 70.0 <br />-71.00 71.0 <br />-72.00 72.0 <br />-67.00 67.0 <br />-68.00 68.0 <br />-69.00 69.0 <br />-64.00 64.0 <br />-65.00 65.0 <br />-66.00 66.0 <br />-61.00 61.0 <br />-62.00 62.0 <br />-63.00 63.0 <br />Page 3 of 6