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Boring/Well Construction �eg <br /> a+a.BllwNa ATO wMnoMMorX stems <br /> BORING LOCATION NORTNINC <br /> Boft/VYell No: SB-10 <br /> DRILLING COMPANY fJLSTING <br /> Project Name: STOCKTON — DI's FAST-TEK ENGINEERING SUPPORT <br /> DRILLING. METHOD DRILL BIT(S) SIZE <br /> GEO-PROBE 2 INCH <br /> PrvW Number: 00816 ISOLATION CASING FROM TO Fr. <br /> El.&ATION AND DATUM TOTAL DEPTH NONE <br /> NOT MEASURED 10 BLANK CASING FROM To FT. <br /> DATE STARTED DATE COMPLETED NONE <br /> 11/5/97 11/5/97 PERFORATED CASING FROM TO Fr. <br /> STATIC WATER ELEVATION NONE <br /> NA SIZE AND TYPE OF FILTER PACK FROM TO FT. <br /> LOGGED BY NONE <br /> ALAN CHURCHILL SEAL FROM TO FT. <br /> SAMPLING MED-100 WELL COMPLETION NONE <br /> CONTINOUS CORER ❑SURFACE HOUSING GROUT FROM TO Fr <br /> PETG LINER 0 STAM M _FT. M N NTO ITE 0 10 <br /> BORINC/WELL CONSTRUCTION <br /> USCS SAMPLE OVA �D�E DEPTH LOG LIIFIOLOGY SAMPLE DESCRIPTgN ANO DRIWNG REMARKS <br /> UMBER <br /> N <br /> SWAM <br /> + + <br /> +`+` Bottom of drain inlet is 27 inches below ground surface. <br /> + + <br /> ++++ Contact between stained soil and native soil is 2 to 3 feet <br /> CL+`• below bottom of drain inlet. <br /> <1 5 ( Dark brown silty clay, no odors, no stains, <br /> semi-plastic, slightly moist. <br /> . + . <br /> + + ML+ + <br /> + <br /> J <br /> Brown clayey silt, slightly indurated, no odors, no <br /> 853 <1 10 stoins, dry. Soil is difficult to penetrate. <br /> 15 <br /> 20- <br /> 25- <br /> 30- <br /> 3J <br /> 0253035 <br /> SHEET 1 OF 1 <br />