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GROUND ZERO ANALYSIS LOG OF BORING 584 — S84A <br /> PROJECT WODLSEY/CHARTER LOCATION 1521 WESY CHARTER WAY StOCKTON-CA PROJECT N0. 2g4- _ <br /> DATE DRILLED – LOGGED BY SEAN GARVEV REVIEWED BY <br /> DRILIJNG COMPANYENVIRONMENTALDRIER ELWT METHOID DIRECT ptlsI4 <br /> BORE HOLE DIAMETER 2 lm DEPTH DRILLED 51_ FT DEPTH TO WATER : INITIAL 20.5 FT STATIC 13 FT <br /> CASING TYPE NA—_ DIAMETER --- IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE _NA_ DIAMETER IN SLOT SIZE ^_ IN INTERVAL —_ FT TO __ FT <br /> FILTER PACK TYPE -MA „,. INTERVAL TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL TO 51 FT <br /> COMMENTS: PAGE!OF--2-- <br /> WELL . DESCiiKON <br /> DETAN_ FT. PPY BLOWCOUNT LOG <br /> 2 0-6/9' ELASTIC SILT ()q/MH): 90X V FN SND; 10X FNS. 9RN, MST. <br /> SL Pa <br /> 4 MH/ML <br /> 200 <br /> 6 <br /> 6/9-1f/14' SILT WITH SAND CML); <I OX FN SND; >ROX FNS, BRN, <br /> SLW DLTNCY, MST, SL AO <br /> B <br /> 594-10 <br /> 10 70 LL <br /> 11/14-26/29' SILTY CLAY (CL/MLN <SX FN SNO; 95X FNS, GRN/GRY, <br /> 12 SLW DLTNCY. WET, MoD PO <br /> 14 SB4-13 <br /> i S00 <br /> �r 16 <br /> 18 <br /> SB4-20 <br /> 20 70 CL/ML <br /> GOLEECTEO GROUNDWATER SAMPLE S114-2D—CW AT 24 FT. <br /> —22- <br /> -24- <br /> - <br /> 100 <br /> 36 <br /> 2a 26/29-41/44, MORLY GRAGEO SAND (SP)- >9SX FII, A SND; <5X FNS, <br /> GRY—GRN. WET. SL PO <br /> S®4-30 <br /> 30 70 <br /> 32 <br /> 34 SP <br /> 70 <br /> 3b <br /> 40 <br />