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PROJECT NO. S8100-06-IIB WCDBORING/WELL NO. MW 1-a ~ZW J -- -- P[D a-HW I j CA u) E Z = DATE DRILLED 1 2�6 WATER LEVEL (ATD) �? WELL HEAD SPACE ❑ w W J � F- CONSTRUCTION (PPM) CL m J EQUIPMENT Mobile B-61 H.S.A. DRILLER V & W—_ SOIL DESCRIPTION 6 INCH ASPHALT — 4 0 1 GRAVEL, BASE ROCK _ f o-d °Q-o 2 ALLUVIUM o o Stiff, moist, brown, Silty CLAY (CL) a 3 04 00 7: o- n a.o o.a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o. 4o. 0.O. 5 Dense, moist, reddish brown, fine grained SAND (SP) 19V . �. 39 MWIO- oo ao <1 6 1 -- 1355 °b o °o . °moo °oo 8 - - .6 °O- Stiff, moist, light brown, Clayey SILT (MI_,) ° ° 9 - 9.6, 4.6, o-Q o °D 10 52 MWIO- o o p <1 ao o�. 11 1405 0 °*o °o 12 13 Jvo. 14 I? v p 15 38 MWIO- -Becomes orange brown, weakly cemented, Sandy 4 6 16 3 SILT (ML) °o o °o 1410 °4 °o 6- Q 17 -Carbonate stringers, trace clay 9.6' 0.6*. 18 .a r .06 o a 19 - Medium dense, moist, orange-brown, fine grained Q Q SAND, trace silt (SP) oo 0 00 20 39 MWIO- oa -o-o. <1 21 4 1415 0.6 0-6. 22 aG o� O 23 _ a� -O o p 24 Stiff, moist, light olive-brown, Clayey SILT (ML) °o °o 0a -°'p Figure A-4, log of Boring MW 10 Continued Next Page SYD1 CASING ELEVATION: QUANTITY OF FILTER MATERIAL: 9 - 1001b_Bags DIAMETER& TYPE OF CASING: 4" Dia. PVC WELL SEAL& INTERVAL: Bent. Chips 54-57ft. OASING INTERVAL: 0-59f t. WELL SEAL QUANTITY: 2 - 501b Bags__ _ ELL SCREEN: 0.020 in. _ ANNULUS SEAL/INTERVAL: Cement 0-54ft. SCREEN INTERVAL: 59-79ft. ADDITIVES: None WELL COVER: 12" Traffic Rated Cover WELL.DEPTH: 79.Of t. FILTERPACIC/INTERVAL: #3 Sand 57-79ft. ENGINEER/GEOLOGIST: IAN MOORHEAD 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 AT OTHER LOCATIONS AND TIMES.