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1 <br /> ' GROUND ZERO ANALYSIS <br /> LOG OF BORING CB1 <br /> t PROJECT KNOWLES ROEK LOCATION .102 S _WILSON WAY, STOC_KTON Ca <br /> COMMENTS PROJECT NO 329 <br /> PAGE 2 OF? <br /> WELL DEPTH FkDSAM <br /> U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> ' 5 21 MH <br /> KR-CBI-40' <br /> 42 <br /> ' 44 NO RECOVERY <br /> 27 <br /> I 54 <br /> 46— <br /> 48 <br /> ' KR-C81-50' <br /> 100 49 5-51/54 5' ELASTIC SILT (MH) L-M DRY STRNGTH SLW DLTNCY L TGHNSS <br /> 50 44 L PLST, HRD, BRN, SL P0, MST <br /> 50 MH <br /> I ' 52 <br /> ' 54 KR—CB1-5 51/54 5-61/64 5 SILTY SAND (SAA) 60-703' FN, A, PRLY GRDD SND <br /> 30-40% FNS DNS - V DNS, ORN, SL-M P0, WET <br /> 3 1600 17 <br /> 5fi 50 <br /> ' 58 SM <br /> KR—CBI-60' <br /> I <br /> ' 60 3D0 13 SAMPLE COLLECTED FOR PHYSICAL PARAMETERS <br /> 18 <br /> —62- <br /> -64- <br /> 2 64 KR-CB1-65' 61/645-71' CLAYEY SAND (SC) 70-75% FN A SND, 25-30% FNS, <br /> 1330 20 DNS, SRN SL-M PO <br /> ' 48 <br /> 66 <br /> SC , <br /> ' 68 � ED GEp�o KR-CB1-70' ` <br /> 70 2300 so <br /> GREGORY P <br /> ' STAHL 72 No 5023 <br /> —74- <br /> - <br /> 74 �lqr�OF <br /> —76- <br /> 7 <br /> 678 <br /> ' 80- <br /> 82— <br />