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Boring/Well Construction g /El rl et+1 E//E/ <br /> 680MIN!"N AV eximma om selrvm <br /> BORING LOCATION NORTHNNC <br /> BWftV/V191I No: SB-4 <br /> DRILLING COMPANY EASTING <br /> ProJ*ct Name: STOCKTON - DI's FAST-TEK ENGINEERING SUPPORT <br /> DRILLING METHOD DRILL OFT(S) SIZE <br /> Pro <br /> Number. 00816 ISOLATION <br /> 2 INCH fect <br /> ISOLATION CASING FROM TO <br /> ELEYATKIN AHD DATUM TOTAL DEPTH NONE Fr. <br /> NOT MEASURED 10 BLANK CASING FROM DATE STARTED DATE COMPLETED NONE <br /> 11/5/97 11/5/97 PERFORATED CASING FROM TD FT. <br /> STATIC WATER ELEVATION NONE <br /> NA SIZE AND TYPE OF FILTER PACK FROM TO FT. <br /> LOGGED BY <br /> NE <br /> ALAN CHURCHILL SEAL FROM TO FT. <br /> SAMPLING METHOD WELL COMPLETION NONE <br /> CONTINOUS CORER ❑SURFACE HOUSING GROUT FROM <br /> PETG LINER O STAND PPE —FT M NT NT NIT 0 1 <br /> TO FT. <br /> SAMPLES BORING/WELL CONSTRUCTION <br /> MUM OVA Smou MONO DEPTH USM LOG <br /> L1fFNOLOGY SAMPLE DESCRIPTpN ANO ORY.IlNC REMARK$ <br /> SJM:AM <br /> + <br /> ' Bottom of drain inlet is 32 inches below ground surface. <br /> + + <br /> + t <br /> *�'+' Contact between stained soil and native soil is 1.5 to 2 feet <br /> ' ' CIL below bottom of drain inlet. <br /> <1 5 ',',' Dark brawn silty clay, no odors, no stains, <br /> ' semi-plastic, slightly moist. <br /> . , + 18. <br /> Gk= Brown clayey silt, slightly indurated, no odors, no <br /> ,', stains, dry. Soil is difficult to penetrate. <br /> 847 <1 10 + + <br /> 15 <br /> 20- <br /> 25- <br /> 30- <br /> 351 <br /> 0253035 <br /> SHEET 1 OF 1 <br />