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J. H. KLEINFELDER & ASSOCIATES Project Rough & Ready Boring <br /> GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS NumberNo' <br /> 10-1510-02 <br /> Total Depth 14 feet P <br /> BORING AND MONITORING-WELL DATA SHEET Sheet 1 of 1 128 <br /> Location Sketch Map <br /> Owner 6 Mailing iniormauon Townsnio r Fiange r Section <br /> U.S. Navy 1N/5E <br /> Rough and Ready Island Diner Idenidiers <br /> Stockton, CA 6488' North <br /> 5le Ld:alion (it crtrereni) 2942' East <br /> Landfill <br /> Drilling Operations <br /> Drilling agency Driller / Crew / inspector <br /> J. H. Kleinfelder & Assoc. J. Kleinfelder/G. Muehleck <br /> R-;Make/Mociet Task Start Finish <br /> Cbf E 4 5 <br /> Ell & Size Drilling 8/15/86 ; 8/15/86 <br /> -------------------.................. <br /> 6" Auger to 3' Completion 8/15/86 8/15/86 <br /> Hammer 0313 Yl I. Droo ••••^^-•••--•--•................... <br /> 140 lbs 30" Develooment 9/11/86 9/11/86 <br /> Well Development and Construction <br /> Monumentation Develooment Into. Well Design Size & Type Top 50110n <br /> ^net. Pi. Descrrol on surlace Casing 1" PVC <br /> Top of 1" PVC casing Surge with steel ............... _ _ 2:0 _ Grade <br /> surge block. Casino 1" PVC 2:0 -3.0 <br /> Elevat ons .01 slot PVC - ... ...... <br /> Pei. Pt.— P=p with peris- well Screen -3 0 1'.0 <br /> taltic pump. d 1C sap an ..... . I <br /> Datum - Gravel Pack zatuxj3l............ _20 -13.0 <br /> ........................... 3 e nto n e powder & pellets -1.0 0 -2 0 <br /> nark n95 Yield 7estl (YIN) ..:............ . . . .... <br /> notch north side PVC N concrete ement/bentonite) +0.3 I -1.0 <br /> Field Hydrologic Observations <br /> i•.ealher Water <br /> Clear, Date Time Level Other Observations <br /> F%ecenl ;;a•niawIrrigationn <br /> None 8/15/86 1455 6.18 Below Grade <br /> 'd Ea ray wens PUmping� <br /> None <br /> D-lcnes" u111y Courses? <br /> 150' East of Hole <br /> Remarks <br /> 0-3 Auger Hole for Sanitary Seal <br /> 3-13 Hydraulically push a-rod to provide hole to set 1" PVC casing <br /> 13-14 Harnmer <br /> 0-1' Fill - 1" Gravel <br /> 1-3' CL - Sandy Silty Clay, Dry, Loose <br /> 3' CL - Clay, Dark Brown to Gray, Slichtly moist, High Plasticitv <br /> 9-14' A-Rod OL- Clay, Dark Brown to Black, High Plasticity Probably passes through <br /> peat zone <br /> 9/11/86 Development water T-19.50C EC-460 urn PH-6.50 Plate <br />