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r� <br /> AlICASSOCIATES INC. <br /> 1117 Lane Pohn Avenue,Suile B,goddo,Cafifomja,95M I LOG OF BORING S B 1 2 <br /> .r,.� PROJECT SMITH CANAL PUMPING PLANT LOCATION 2144 FONTANA AVENUE. STOCKTON, CALIFORNIA PROJECT N0. 62574.0002 <br /> DATE DRILLED 09/17/99 LOGGED BY TOM LUTTFRMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> I <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTOLINO METHOD DIRECT PUSH TECHNOLOGY <br /> BORE HOLE DIAMETER 1-5 IN DEPTH DRILLED 30 FT DEPTH TO WATER INITIAL 15.5 FT STATIC FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <br /> SCREEN TYPE NA DIAMETER IN_ SLOT SIZE _[N- INTERVAL --- FT TO FT <br /> 1 j FILTER PACK TYPE NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT VIA TREMIE METHOD INTERVAL 0 FT TO 30 FT <br /> COMMENTS: ADVANCED AND EXPOSED SCREEN FROM 16-20 FEET TO COLLECT WATER SAMPLE PAGE 1 OF__L__ <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM{ BLOWCOUNT LOG <br /> 2 <br /> 4 <br /> `I <br /> 6 <br /> 1 8 <br /> GW 0-16' WELL GRADED GRAVEL (FILL) (GW): <5% FINE-COARSE SAND, >90% <br /> FINE-COARSE, WELL GRADED GRAVEL; <5% FINES, NO PRODUCT <br /> ODOR <br /> 10 <br /> I. 12 <br /> SC-SB 12-16.5 <br /> 18 SM 16-ZO' SILTY SAND (SM); 60X FINE, POORLY GRADED SAND; 40X FINES, <br /> DARK GREENISH-GRAY, SLIGHT-MODERATE PRODUCT ODOR, NO <br /> ORGANICS, WET, WEAK CEMENTATION, HOMOGENOUS <br /> 20 6 <br /> 22 <br /> 24 SC-5812-23.5 <br /> 6 <br /> SP 20-30' POORLY GRADED SAND (SP): >95% FINE POORLY GRADED SAND; <5% <br /> FINES, DARK GREENISH-GRAY, NO PRODUCT ODOR <br /> 26 <br /> �`- 28 7 <br /> 3D <br /> -32- <br /> 34- <br /> 36- <br /> 40 <br /> 2343640 <br />