Laserfiche WebLink
WELL CONSTRUCTION LITHOLOGY SAMPLE DATA <br /> De 1h. <br /> reel Graphic <br /> Log D e s c r i p l ion Soil Core PID <br /> Sample Recovery <br /> CLAYEY SILT(ML),mottled(1OYR 5/3-412).stiff,damp.low <br /> IA 8-D HSA —— 0.2 <br /> r' BORE HOLE ——— plasticity. <br /> r ri - <br /> SANDY CLAY(CLJ,mottled(1 OYR 5/3-4/2).damp,very stiff, <br /> r r low plasticity.sirongly Cemented in lenses.becomes more <br /> NEAT <br /> CEMENT sandy and less cemented(weak)with depth to 41 feet. <br /> rr rr CEMGROENT <br /> 40 CLAYEY SAND(SC).medium dense,poorly graded sand. 40 03 <br /> rr •ir <br /> •rr r,- <br /> BENTONITE <br /> 0.0 <br /> SEAT <br /> SILTY CLAY(MULL),mottled f l OYR 513-4a),stiff to very slift. <br /> damp,low plaslicity. <br /> 45 45 00 <br /> NO.#2112 SAND <br /> Weakly cemented in thin lenses and becomes more silty <br /> ——— with depth to 50 feet.50 50 0.0 <br /> CLAYEY SAND(SC).(1 OYR 414).dense,moist,medium <br /> plasticity,50°,6 fines 50%fine sand. <br /> G-19A.53 0 <br /> Sand becomes medium-coarse of 54 feel,65%sand <br /> 55 35%fines. 55 0.0 <br /> 2'D1A SCH.40 SAND(SP),(1 OYR 414).wet,very dense,moderately graded <br /> PERFORATED - - fine to coarse sand. <br /> - PVC CASING - - 0.0 , <br /> 1 (0of0-SLOT)60 _ - -- <br /> l SAND(SW).(I OYR 414),wet,dense.moderale to well <br /> graded fine sand. 60 0.0 <br /> TOTAL DEPTH OF BORING =61 FEET BGS. <br /> ' FIT7EC <br /> END CAP <br /> 65 65 <br /> 70 70 <br /> EXPLANATION <br /> Well FermilNo: G-19A <br /> Dale Vied Drilled: March 26,2003 Clay Interval sampled using <br /> Modified <br /> Drilling Company: Spectrum California Sampler <br /> Driller: Dave Sift Soil sample co lected for logging purposes <br /> Sampling Melhod: Hollow 51em Conlinuous <br /> LF R Geologisl: David C.Mak EJ Sond = Depth first water was encountered <br /> in borehole sediments <br /> Gravel <br /> ,roved by- 'A.Cr- 5 3od <br /> O TRUCTION AND LITHOLOGY FOR WELL G-I 9A(page 2 of 2} <br /> W11L F R Lodi, California <br /> LEVINE•FRICKE <br /> 08123L006.CDIQ <br />