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Boring/Well Construction ig jL <br /> 1111 i 11+1 f 11 E1 <br /> &W <br /> Bodng/WWI No: SB-7 BORING LOCATION NORTHING <br /> ORIUJW COMPANY EASTING <br /> Project Name: STOCKTON — DI's �- ENGINEERING SUPPORT METHOD DRILL SIT(S) SIZE <br /> 00816 ISOLATION <br /> GETO�CASM 2 INCH <br /> P Number: FRO,,, TO Fr. <br /> ELEVATION NO DATUM TOTAL DEPTH NONE <br /> NOT MEASURED 8 BLANK CASNG 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 Fr. <br /> LOGGED BY NONE <br /> ALAN CHURCHILL SEAL FROM To Fr. <br /> SAMPLM ►Ein 4OO WELL COMPLETION NONE <br /> CONTINOUS CORER o DACE HOUSM GROUT FROM TO FT. <br /> PETG LINER o STAND PSE _FrM NT <br /> OVA IESETTMIM LOG NT NI p <br /> BORING/W LL CONSTRUCTION <br /> 1 DEPTH UTHOIOCY SAMPLE DESCRIPTION MD DRUM REMARKS <br /> Bottom of drain inlet is 35 inches below ground surface. <br /> Contact between stained soil and native soil is 3 feet below b <br /> ottom of drain inlet. <br /> CL <br /> WX GW Dark brown silty clay, no odors, no stains, <br /> <1 5 semi-plastic, slightly moist. <br /> Brown clayey silt, slightly indurated, no odors, no <br /> 850 <1 stains, dry. Soil is difficult to penetrate. <br /> 10- <br /> 15- <br /> 20- <br /> 25- <br /> 30- <br /> 35- <br /> SHEET <br /> 01520253035SHEET 1 OF 1 <br />