Laserfiche WebLink
ASSID ATES INC. <br /> 1117 I=Pahl MLR,Sh Q k"A C&*E51 LOG OF BORING S816 <br /> U1UOJECT SMITH CANAL PUMPING PLANT LOCATION 2142 FONTANA AVENUE, STOCKTON. CALIFORNIA PROJECT NO. 62574.0002 <br /> fps, E DRILLED 04/23 01 LOGGED BY REVIEWED BY JEANNE HOMSEY„C47510 <br /> "5'CLING COMPANY FISCH ENVIRONMENTAL DRILLER RICK BERTOLINO METHOD _DIRECT PUSH TECHNOLOGY <br /> BORE HOLE DIAMETER _ 1.3 _14 - DEPTH DRILLED 21 FT DEPTH TO WATER : INITIAL 211 FT STATIC 15 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 NA INTERVAL FT TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT INTERVAL O FT TO 21 FT <br /> COMMENTS: ADVANCED AND EXPOSED SCREEN FROM 15-20_FEET TO COLLECT WATER SAMPLE PAGE—1_OF—J_ <br /> WELL DEPTH PIO SAMPLE 10 LITHOLDGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> f�3 <br /> 2 <br /> 4 <br /> 6.5 OL 0-6/9' ORGANIC SILT (OL); MEDIUM BROWN/GRAY; DRY; STIFF; LAW <br /> PLASTICTIY; 10DX FINES; NO PRODUCT ODOR NOTED; LOW TOUGHNESS; <br /> 6 LOW DRY STRENGTH; HOMOGENOUS <br /> I'ra <br /> B <br /> G~` 10 <br /> 6.5 OH 5/9-21' ORGANIC CLAY (GH): OLIVE—DARK GRAY; MOIST; STIFF; MEDIUM <br /> PLASTICITY; 100% FINES; NO PRODUCT DOOR NOTED; LOW—MEDIUM <br /> TOUGHNESS. MEDIUM DRY STRENGTH; HOMOGENOUS <br /> 12 <br /> j <br /> 14 SB16-15 <br /> r 6,5 SB16—W <br /> 16 <br /> -; 18 <br /> 2d 7 <br /> 22 <br /> 33 24 <br /> 1 25 <br /> 28 <br /> __ <br /> 30- <br /> -32- <br /> -34- <br /> -36- <br /> 39 <br /> 032343636 <br /> —40— <br />