Laserfiche WebLink
4r <br /> MEASUREMENTS(ft.) CALCULATIONS(ft) <br /> GROUND SURFACE A TOTAL DEPTH DRILLED fA; 68 <br /> B DEPTH OF OPEN HOLE(IF NO (B) 68 <br /> FLUSH MOUNT # CAVING OCCURS AS AUGERS ARE <br /> TRAFFIC G RAISED,VALUE WILL BE SAME AS A) <br /> LOCKABLE CAP — <br /> C FOOTAGE OF HOLE COLLAPSED (CJ =A-B 0 <br /> = <br /> D LENGTH OF SLOTTED CASING INSTALLED (p) 20 <br /> CEMENT — E DEPTH OF BOTTOM OF CASING (E) 68 <br /> /BENTONITEF LENGTH OF BLANK CASING (F) 48 <br /> GROUT G DEPTH TO TOP OF SAND PACK <br /> (G) 46 <br /> F H FOOTAGE OF SAND PACK (H) = B-G = 22 <br /> r- I I DEPTH TO TOP OF BENTONITE SEAL (1) 44 <br /> BENTONITE — J THICKNESS OF BENTONITE SEAL (J) = G-1 – 2 <br /> SEAL K THICKNESS OF CEMENT/BENTONITE GROUT (K) 44 <br /> G <br /> FLUSH I BORING DIAMETER(inches) 10'/s <br /> THREADED — — 2 CASING SIZE/SLOTTING 4"Diameter/ 120 0 02"slots/ft <br /> JOINTS — 3 TYPE OF CASING Schedule 40 PVC <br /> 4 NUMBER OF BAGS OF SAND 10'/2 <br /> 5 TYPE OF SAND #3 MORIE <br /> SAND PACK — = 6 CASING ELEVATION(feet mean sea level) 1163 <br /> 7 DEPTH TO FREE-PRODUCT(feet below ground surface) - <br /> 8 DEPTH TO GROUND WATER(feet below ground sufface) 4997 <br /> D 9 THICKNESS OF FREE-PRODUCT 0 <br /> 10 DATE OF MEASUREMENTS 02/08/1995 <br /> FLUSH = <br /> THREADED = WELL NO MV/_ 5 DATE CONSTRUCTED 01/23/1995 <br /> CAP — <br /> E <br /> PROJECT NO 1232 LOCATION Montgomery Ward Auto Service Center <br /> COLLAPSED <br /> B 5400 Pacific Avenue <br /> HOLE A Stockton,California <br /> 91 R111W IMAL A=INC <br /> Monitoring Well <br /> Construction Details <br />