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Boring f Well Construction <br /> LU��M16 AIb ENYr10MMTYLIL SERVICES <br /> BORING LOCATION NORTHING <br /> Boring/V1911 No: SB-1 <br /> DPJWNG COMPANY EASTING <br /> Project Name: STOCKTON — DI's �-M ENGINEERING SUPPORTETHOD DfML Bn(s) SIZE <br /> Prqlect 00816 ISOLATION�G 2 INCH <br /> Number: �,,, ,o Fr. <br /> ELEOTION AM DATUM TOTAL DEI M NONE <br /> NOT MEASURED 10 BLANK CASING FROM To Fr, <br /> DATE STARTED DATE COMPLETED NONE <br /> 11/5/97 11/5/97 PEWORATED CASING FROM TO Fr. <br /> STATIC WATER ELEVATION NONE <br /> NA SIZE AND TYPE OF nLTER PACK FROM TO FT• <br /> LOGGED By NONE <br /> ALAN CHURCHILL SEAL FWIM TO Fr, <br /> SAMPLING METHOD WELL COMPLEnON NONE <br /> CONTINOUS CORER a SL�AE HaVSG GROUT FROM TO Fr. <br /> PETG UNER 0 STAND PIE _FT. NT NT ITE 0 1 <br /> SMOILES BowNc/WELL CONSiRRUCTIOl1 <br /> SAIwLE OVA I FOCIAM DEPTH or LrtHDLocY SAMPLE DESCRIPTION AND DRUM REMARKS <br /> rAnIBER <br /> Bottom of drain inlet is 36 inches below ground surface. <br /> i Contact between stained soil and native soil is 2 feet below b <br /> CL ottom of drain inlet. <br /> <1 5 *,i�• Dark brown silty clay, no odors, no stains, <br /> * semi—plostic, slightly moist. <br /> .{.4. <br /> ML <br /> Brown clayey silt, slightly indurated, no odors, no <br /> 844 <1 10 LJstains, dry. Soil is difficult to penetrate. <br /> 15- <br /> 20- <br /> 25- <br /> 30- <br /> 351 <br /> 520253035 <br /> SHEET 1 OF 1 <br />