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i <br /> 10-INCH"ROYER"LACKING CAP(TO BE <br /> FURNISHED BY ENGINEER) <br /> 4INCH PVC SCHEDULE 40 SLIP CAP <br /> 10.3/4-INCH O.D.BY 3/16-INCH WALL MILD- <br /> 2! STEEL RISER <br /> �!ijl DRILL 1/4-INCH DRAIN HOLE ABOVE GROUT <br /> jlhi4Jlauoi <br /> EJ-Ilv!I°�I iEI�E�;lll;I <br /> �II� !!�'IE 4 igqli �l <br /> IqI'Il 15-INCH DIAMETER MINIMUM HOLE;EXCAVATE <br /> BY HAND <br /> 2' I ri l3 El;k�l i4i € ]jl <br /> CONCRETE OR SAND-CEMENT GROUT <br /> 1p <br /> 10-1/+INCH DIAMETER REAMED HOLE <br /> SAND-CEMENT GROUT,PUMPED IN PLACE <br /> 90±' <br /> ¢INCH PVC SCHEDULE 40 BLANK CASING <br /> W/FLUSH-COUPLED JOINTS <br /> 1 TO 2 FEET BENTOM'IE PELLETS <br /> '6 BY 16"OR"LONESTAR NO.3" GRAVEL PACK <br /> I <br /> 300+ <br /> ¢INCH PVC SCHEDULE 40 SCREEN,FLUSH- <br /> COUPLED JOINTS,WITH 20 SLAT <br /> t 4-LNCH PVC SCHEDULE 40 BLANK CASING <br /> W/FLUSH-COUPLED JOINTS <br /> 1 CENTRALIZERS AS DIRECTED BY ENGINEER, <br /> BOTTOM AND EVERY 100 FEET(TO BE <br /> FURNISHED BY ENGINEER) <br /> 4-INCH PVC SCHEDULE 40 SLIP CAP SECURED <br /> W/3 STAINLESS-STEEL SCREWS <br /> S±' <br /> &INCH DIAMETER PILOT HOLE <br /> BACKFILL WITH BENTONITE PELLETS <br /> BEFORE REAMING <br /> *SCREEN AND BLANK SECTIONS OF VARYING <br /> ! LENGTH;DE71H AND LOCATIONS TO BE DETER- <br /> MINED IN THE FIELD <br /> NOTE: EXCEPT RISER-PIPE DEPTH,ALL DEPTHS <br /> E AND INTERVALS TO BE DETERMINED IN THE FIELD <br /> LAWRENCE&ASSOCIATES SCALF- NOT TO SCALE <br /> CONSTRUCTION DIAGRAM 2001 MARKET STREET,RM-523 <br /> OATS: <br /> FOR REDDING,CA 96001 0406-92 <br /> PHONE(936)2449703 JOB NO.: <br /> TEST HOLE - 10 FAX(916)24M5021 C.91.06.04B <br /> CUENT•: PROJEC r: DRAWN BY: <br /> SINIPSON-RIPON BEER TEST HOLES B.LAMpLEY FIGURE 2 <br />