Laserfiche WebLink
J. H. KLEINFELDER & ASSOCIATES Project Rough & Ready Boring <br /> GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS Number 10-1510-02 <br /> Total Depth 14 feet P-112 <br /> BORING AND MONITORING-WELL DATA SHEET Sheet 1 of 1 <br /> Location Sketch Map <br /> Owner & Mailing (ntOrmetlon Township / Range / Secl on <br /> U.S. Navy 1N/ <br /> Olner Idetlenliltors <br /> Rough and Ready Island 8019' north <br /> Stockton, California 2674' east <br /> Site Location (It aitlereno <br /> Landfill <br /> Drilling Operations <br /> Drilling Agency Driller / crew / Inspector <br /> K]ginfelder & Assoc. I YOU n /G. Muehleck <br /> Rig Make /Model Task Start Finish <br /> -CME-45 Dtnunq 8-26-86 8-26-86 <br /> Bit & S420 ................. <br /> 6" Auger to 3' completion B-26-E6 8-26-86 <br /> Kammer Data wt, Orap <br /> 140 lbs. Developmont 9-11-86 9-11- <br /> Weil Development and Construction <br /> Monumentation Development Into. Well Design Size & Type Top Bottom <br /> Rel. Pl. Description surl,,e casino 111 PVC +2.0 Grade <br /> Surge with rod. .casing ........ <br /> .................. <br /> Elevationsweil scroon .01 slot PVC —3.7 -13.7 <br /> Ret. Pl. -3.286round -4.4� taltic pump. it'-sand•.a?*'U••""-" ._2,5...... -14,0 <br /> Datum Gravel Pack „ ndtUl d . <br /> ........... ................ ... <br /> N.G.V.D. .................................. Senlonile powder & pellet -1 ,0 - 2,5 <br /> 1 ,4a rkrng6 <br /> Yield Test? (Y/N) <br /> notch north side PVC N Concrete cement/bentonit +0.3 - 1.0 <br /> Field Hydrologic Observations <br /> 147nolner. Date Time Water Other Observations <br /> Clear, Level <br /> Recant Rainlaw, Irriganan' <br /> 8-26-86 1105 7.021 ? Below Grade <br /> None <br /> rJearby Vlel15 Pumpmq? 8-26-86 1.110 7.02' ! Below Grade <br /> None 8-26-86 1115 6.48' 1 Below Grade <br /> DitC11es7 utility Courses? <br /> 150' east of hole <br /> Remarks <br /> 0 - 3' Auger hole for sanitary seal <br /> 3 - 16.5' Hydraulically Du^_5h A-ro..d_tQ_P_ i dP hole 1 o cal 1 " PVr cas,ng <br /> 11.5 - 14.0' Hammer A-rod through hard layer <br /> 0 - 3' CL Silty Clay, gray, dry, friable <br /> 7' On A-rod, OH - Clay, dark gray to black, wet, high plasticity <br /> 11.5' Hard layer - tip of A-rod - CL - Silty Clay, gray, wet but dries quickly, ha d <br /> 9-11-86 Development Water T-2000 EC-6500 u,_pH-G G5 <br /> Plate <br />