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--zan <br />ENGINEERS, GEOLOGISTS, AND ENVIRONMENTAL SPECIALISTS <br />OFFICES SERVING THE WESTERN UNITED STATES <br />PROJECT: SAN JOAQUIN LANDFILL - FOOTHILL <br />LOCATION: 6484 NORTH WAVERLY ROAD, LINDEN, CALIFORNIA <br />4' <br />3" <br />4'-6" <br />I <br />43'' <br />i <br />HOLE DIA: 8" <br />KRAZAN & ASSCIA.TES, INC. <br />ENVIRONMENTAL DIVISION <br />215 WEST DAKOTA AVENUE <br />CLOVIS, CA 93612 <br />(559)348-2200 <br />SG -2 <br />ECT NO: 014-03138 I <br />DRILLED BY: SOILPROBE <br />TYPE: DURACLAMP ATTACHED TO <br />TYGON TUBING <br />TYPE: SCH 40 PVC <br />WITH 1/4" HOLE DRILLED THROUGH THE TOP <br />DIA: 8" x 5' SECURITY CASING <br />TYPE: STEEL WELL VAULT <br />CONCRETE <br />TYPE: 6 SACK SAND SLURRY WITH AGGREGATE <br />DIA: 3/16" ID, 1/4" OD TUBING <br />TYPE: TEFLON TUBING CONSISTING OF <br />POLYTETRAFLUROETHYLENE <br />GROUT SEAL MATERIAL <br />TYPE: NEAT CEMENT SLURRY <br />WITH 5% BENTONITE <br />ANNULAR SEAL <br />TYPE: 8 -MESH GRANULES HYDRATED <br />BENTONITE PELLETS <br />DIA: 1" WELL SHAFT <br />TYPE: SCH 40 THREADED PVC <br />PROBE TOP <br />TYPE: No. 5 RUBBER STOPPER, TUBING, <br />4 ADDITIONAL 1/8" PERFORATIONS ABOVE <br />THE RUBBER STOPPER <br />TYPE: 2.5 FEET SCH. 40 THREADED PVC PROBE <br />WITH SLIP CAP AT THE BOTTOM 1/8" <br />PERFORATIONS EVERY 1" WITH 90° <br />OFFSET PREFORATIONS IN BETWEEN <br />TYPE: 3/8" PEA GRAVEL <br />FILTER PACK <br />TE: <br />TOTAL DEPTH: <br />43' <br />APPROXIMATE <br />GRADE: 0 <br />