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I� <br /> rASSOCIATES INC. LOG OF BORING SBI } <br /> 1250 DriA uod5to,Cof WiL 15MI <br /> PROJECT SUSD CORPORATION YARD LOCATION 1932 NORTH AL DRIVE, STOCKTON, R I PROJECT NO. 17292.0004 <br /> ATE DRILLED 02/1 UPS LOGGED BY TOM LUTTERMAN REVIEWED BY JEANNE HOMSEY C47410 <br /> DRILLING COMPANY V&W DRILLING DRILLER TRAVIS MILLS METHOD DIRECT PUSH TECHNOLOGY <br /> BORE HOLE DIAMETER 1.5 IN DEPTH DRILLED 21 FT DEPTH TO WATER : INITIAL FT STATIC FT. <br /> CASINGTYPE HA DIAMETER _ IN SCHEDULE INTERVAL FT TO — FT <br /> SCREEN TYPE NA DIAMETER IN SLOT SIZE IN INTERVAL T TO EI <br /> E FILTER PACK TYPE NA INTERVAL FT- TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT VIA TREMIE METHOD INTERVAL 0 FT TO _ 21 FT <br /> I COMMENTS: 30 DEGREE ANGLE BORING. LOG MEASUREMENTS REPRESENT ADJUSTED VERTICAL DEPTH. PAGE OF_L__ <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL FT. PPM BLOWCOUNT LOG <br /> D-2" ASPHALT <br /> I <br /> — 2 - <br /> 2"-61,19' CLAYEY SAND (SC): BOX FINE—MEDIUM, POORLY GRADED SAND; 40X <br /> 4 SC FINES; MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, i <br /> MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> 0.3 <br /> L6 <br /> g I <br /> a Cy—S91-10.0 i <br /> hh 10 0.3 <br /> I' <br /> _12- <br /> 6 <br /> 2 <br /> 6/9-21' LEAN CLAY (CL): <15% FINE, POORLY GRADED SAND; >85% FINES; <br /> ` 14 CL NONE—SLOW DILATANCY, LOW--MEDIUM TOUGHNESS, MEDIUM <br /> PLASTICITY, MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO <br /> 1.3 ORGANICS, MOIST, WEAK CEMENTATION, HOMOGENOUS <br /> # 16 <br /> 1B <br /> CY—SB1-20.0 <br /> 20- <br /> 22- <br /> 24- <br /> 26- <br /> 28 <br /> 0 22 242628 <br /> 30 <br /> 32 <br /> 34 <br /> �i 36 <br /> I [ <br /> `I 38 <br /> 40 <br />