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10-INCH"ROYER"LOCKING CAP(TO BE <br /> FURNISHED BY ENGINEER) <br /> 4-INCH PVC SCHEDULE 40 SLIP CAP <br /> 10-3/4-INCH O.D.BY 3/16-INCH WALL MILD- I <br /> 2' I STEEL RISER <br /> 8„ DRRL 1/4INCH DRAIN HOLE ABOVE GROUT I <br /> 15-INCH DIAMETER MINIMUM HOLE;EXCAVATE <br /> BY HAND <br /> 2' CONCRETE OR SAND-CEMENT GROUT <br /> l <br /> 10-1/4-INCH DIAMETER HOLE i <br /> i <br /> 40+' <br /> SAND-CEMENT GROUT,PUMPED IN PLACE <br /> 50±' <br /> 4-INCH PVC SCHEDULE 40 BLANK CASING <br /> W/FLUSH-COUPLED JOINTS <br /> i TO 2 FEET BENTONITE PELLETS <br /> O "6 BY 16"OR"1ANESTAR N0.3" GRAVEL PACK <br /> 100±' <br /> 1 <br /> 95+' 4INCH PVC SCHEDULE 40 SCREEN,FLUSH- <br /> COUPLED JOINTS,WITH 20 SLOT <br /> * -Q <br /> 4-INCH PVC SCHEDULE 40 BLANK CASING <br /> W/FLUSH-COUPLED JOINTS <br /> CENTRALIZERS AS DIRECTED BY ENGINEER, <br /> I BOTTOM AND EVERY 100 FEET(TO BE <br /> FURNISHED BY ENGINEER) <br /> 4-INCH PVC SCHEDULE 40 SLIP CAP SECURED <br /> s� W/3 STAINLESS-STEEL SCREWS <br /> k 5+' <br /> f <br /> SCREEN AND BLANK SECTIONS OF VARYING LENGTH;DEPTH AND LOCATIONS TO BE DETERMINED IN THE FIELD <br /> NOTE: EXCEPT RISER-PIPE DEPTH,ALL DEPTHS AND INTERVALS TO BE DETERMINED IN THE FIELD <br /> SCALE: <br /> LAWRENCE&ASSOCIATES NOT TO SCALE <br /> CONSTRUCTION DIAGRAM tool MARKET STREET,RM.523 PATE: 04-06 9z <br /> OR REDDING,CA 46001 <br /> PHONE(916)244-9743 ,FOB NO.: <br /> TEST HOLE - 9 FAX(916)244-5021 C.91.06.04B <br /> PROJECT: DRAWN BY: FIGURE 2 <br /> cIJENT: DEEP TEST HOLES B.LAMPLEY <br /> SIMPSON-RIPON <br />