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PROJECT NO 08080-06-02 _ �� W o BORING/WELL NO. - NELL HEADSPACE 0-HW U N N � Z S DATE DRILLER. 11/9194_ _._WATER LEVEL(ATD) _ CONSTRUCTION (PPN) w w m CA EQUIPMENT GME 76 DRILL RIG DRILLER WEST HAZMAT i N SOIL DESCRIPTION .. INCHES ASPHALT CONCRETE { � 2 INCHES AGGREGATE BASE 2 FILL SOIL Loose, damp, rust brown, Silty, fine to medium SAND 3 fi with gravel (SM) 24 GB9-1 6 1248 { 7 { � l 10 9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - 24 G139-2- - - - - - -- - - - - NT 11 1254 Loose, moist, rust brown/white fine to medium SAND ' 12 (SP) 13 14 - - - - - - - - - -- - - - - - - - - - - - - -- 15 31 GB9-3 Medium dense, moist, rust brown, fine to medium 0 ' 16 1302 Sandy SILT (ML) 17 ' 18 oQ �4 19 QO Dp � 20 57 GB9-4 - - - - - - - - - - - - -- - - - - - - - - - - - - - - °Q� 'od 0 1314 - - °O 11 °o 21 - _ _ _ Stiff, moist, medium brown, fine Sandy SILT with d ' °O 22 '`clay (MLZ - - - - - - - - - - - - - - - - - - - --_ _ - _ - _ _ - 23 Dense, moist, brown, fine to medium Sandy SILT °O °a (ML) v o a ' 24 -- - - - - - °oe °oo Figure A-9, Jog of Boring GB 9 / VW-5 Continued Next Page 3055H CASING ELEVATION QUANTITY OF FILTER MATERIAL 32 - 50# Bags DIAMETER&TYPE OF CASING 4" Schedule 40 PVC WELL SEAL do INTERVAL Bent. Chips 14.5-18 ft. CASING INTERVAL 0-20 ft. WELL SEAL QUANTITY 2 - 50# Bags WELL SCREEN 0,04 in.WELL SEAL/INTERVAL Bent. Cement Grout 0~14.5 ft: SCREEN INTERVAL 20-43 ft. ADDITIVES None WELL COVER 18 in. Traffic Rated WELL DEPTH 43 ft. FILTERPACIC/INTERVAL Graves ENGINEER/GEOLOGIST JEREMEY WESTMARK NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AP OTHER LOCATIONS AND TIMES- '