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PROJECT NO. S8100-06-IIB <br /> BORING/WELL NO. <br /> I- 2 I—LLL J O Vw 2 <br /> P SID <br /> WHW I j N M E Z = DATE DRILLED 1/31/J6 WATER LEVEL (ATD) _62.0' aELL HEAD PACE <br /> C3 Z W J N F- CONSTRUCTION (PPM) <br /> aW m J EQUIPMENT BK-81 H.S.A. DRILLER V & W _ <br /> SOIL DESCRIPTION <br /> 4 INCHES ASPHALT <br /> 1 GRAVEL BASE ROCK °O �0 <br /> 2 ALLUVIUM o 0. 9.6 <br /> Stiff, moist, light brown, Clayey SILT, pinhole a o 0 0 <br /> 3 structures (no odor) (ML) O 0 <br /> 4 <br /> qo -qo <br /> 5 57 VW2-1 '2 <1 <br /> 0- o� <br /> 6 0825 Q O 16- <br /> 7 a- <br /> 7 <br /> 8 <br /> 6 °o o <br /> 9 <br /> tr4 0 °0 0 <br /> 10 59 VW2-2 , j 0 <1 <br /> 11 0828 <br /> -Carbonate stringers <br /> 12 <br /> 13 / <br /> 14 <br /> 15 45 VW2-3 — <I <br /> 16 0832 <br /> 17 <br /> 18 <br /> 19 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 1 I Dense, moist, brown, Silty SAND trace clay (SM) <br /> 20 i <br /> 49 VW2-4 f <1 <br /> 21 0842 { <br /> 22 1. <br /> 23 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - <br /> 24 Dense, wet, dark gray, fine to coarse SAND with some <br /> Silt, trace gravel, weak odor (SP) <br /> Figure A-14, log of Boring VW 2 Continued Next Page SYD1 <br /> CASING ELEVATION: QUANTITY OF FILTER MATERIAL: 31 - 1001b Bags <br /> DIAMETER&TYPE OF CASING: 4" Dia. PVC WELL SEAL& INTERVAL: Bent. Chips 10.5 to 13f t. <br /> CASING INTERVAL: 0-15ft. WELL SEAL QUANTITY: 1-1/2 - 501b Bags <br /> ELL SCREEN: 0.020 In. ANNULUS SEAL/INTERVAL: Cement 0-10.5fI. <br /> SCREEN INTERVAL: 15-70f t. ADDITIVES: None <br /> WELL COVER: 12" Traffic Rated Cover WELL DEPTH: 70.Oft. <br /> FILTERPACK/INTERVAL: #3 Sand 13-70ft. ENGINEER/GEOLOGIST: IAN MOORHEAD <br /> NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND <br /> AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. <br />