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PAGE L OF 2 <br /> LrILIT � BORING MW-4 <br /> - - WESTERJVGRO-EVGINE'ERS DATE DRILLED 2116-17169 <br /> — 1 SAMPLE INTERVAL <br /> BORE HOLE LOG T WATER <br /> GEOLOGIST SURFACE g a5S <br /> t <br /> PROJECT REGAL #603 � Thomas Niven ELEVATION <br /> le <br /> i <br /> son <br /> TOTAL DEPTH 65 feet <br /> LOCATION 6425 Pacific Ave Stacklan CA DRlLLE Bill Hogate Jr <br /> DEPTH TO CASING 4- PyCl65 <br /> DRILLING CONTRACTOR WATER 50 -52 <br /> Hogale Exploration Drilling Co <br /> REMARKS Qa <br /> line Ist nldards Elevations meaisuredPfrom WEGE datum (S1W coiner oflllankepad) a dDtiedm <br /> into elevations from USGS topogiraphic map <br /> Q <br /> L Z CD <br /> LUr�� <br /> 7 CORE DESCRPTION <br /> REMARKS <br /> C0 <br /> nr z <br /> Li CE o C <br /> 2 -3 of asphalt surface E no odor <br /> CH Dark brown sandy clay with sill <br /> 5 12128 <br /> -- 5W orange brawn med-coarse well <br /> 10 11117 graded sand if silt <br /> 15 12!17 31JAR <br /> 20 204 15!17 241JAR ML Wed brown silt it clay <br /> j/ <br /> 25 <br /> 14117 420AR ML Med brown clayey silt tr tine sand /� no odor <br /> / <br /> 30 2W4 6111 33/JAR <br /> 8111 541JAR CL Med brown slaty clay 1r fine sand <br /> no odor <br /> 35 <br /> 40 15117 180/JARI <br /> slight odor <br /> 454 13113 2401JA 5P Orange brown tine-mad Poorly girded <br /> 45 sand with sill <br /> >2Wg4 17!27 136/JAR SP orange brown line-med poorly girded mod odor <br /> 50 clayey sand with silt <br /> 618 381JAR SP Dark grey med-coarse poorly grded slight odor <br /> 55 sand with If silt <br />