Laserfiche WebLink
Conestoga-Rovers&ANeEiates ` IBORINGMELL LOG <br /> 19449 Riverside Drive,Suite 230 <br /> Sonoma,CA 95476 <br /> r' Telephone: 707-9354850 <br /> Fax: 707-935-6649 <br /> CLIENT NAME Shell Oil Products US BORINGIWELL NAME MW-7 <br /> JOB/SITE NAME Independent Shell-branded Service Station DRILLING STARTED 15-Dec-05 <br /> LOCATION 4315 Waterloo Road,Stockton,California DRILLING COMPLETED 15-Dec-05 <br /> PROJECT NUMBER 241359 WELL DEVELOPMENT DATE(YIELD) 22-Dec-05(42 gallons) <br /> DRILLER Gregg Drilling GROUND SURFACE ELEVATION NA <br /> DRILLING METHOD Hollow-stem auger TOP OF CASING ELEVATION 32.48 It above msl <br /> BORING DIAMETER 10-inch SCREENED INTERVAL 90 to 95 fbg <br /> LOGGED BY Stu Dalie DEPTH TO WATER(First Encountered) 67.0 ft(15-Dec-05) Q <br /> REVIEWED BY Aubrey Cool,PG 7659 DEPTH TO WATER(Static) 66.23 ft(29-Dec-05) Y <br /> REMARKS Hand Auger Clearance to 5 fbo <br /> rn <br /> a H W 2 x <br /> CL a F- W N a O SOIL DESCRIPTION z_ WELL DIAGRAM <br /> a °DCOi ¢ W Ow <br /> v) U LU <br /> C NCRE CONCRETE 1.0 <br /> CLAY with Gravel(CL);Black;very stiff;;dry;70%clay, <br /> 15%sift,15%fine gravel;medium plasticity. <br /> CL <br /> 6 <br /> 0 19 5 CLAY(CL);Black;very stiff,dry;85%clay,15%silt; <br /> medium plasticity. <br /> 7.5 <br /> 0 ,z MW 7.10 <br /> 10— SILT with Sand(ML);Brown;very stiff;dry;85%silt, <br /> 15% fine sand;no plasticity. <br /> ML <br /> Q <br /> is <br /> M 0 u 15 <br /> F 19 <br /> Q <br /> o — -------------------------- 17.5 <br /> 'a <br /> C? <br /> m <br /> 0 2c MW-7-20 20 SM Silty SAND(SM);Dark brown;hard,dry;20%sift,80% <br /> fine sand. <br /> 0 <br /> rr <br /> � — -------------------------- 22.5 <br /> 3 <br /> Z 0 ie 25 Sandy SILT(ML);Dark brown;hard;dry;55%silt,45% <br /> o fine sand. <br /> OR ML <br /> W <br /> x <br /> m <br /> 17 <br /> 0 �s 30 <br /> = is <br /> 0 <br /> 0 ----------- ---- 32.5 <br /> a — ----------- <br /> c� <br /> 0 <br /> J <br /> J 1! <br /> 35 '�-• ': <br /> Continued Next Page PAGE 1 OF 3 <br />