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WHF Environmental r�nsultants, Inc. <br /> Boring Log �icd) <br /> lClient: lHole No,: B-1 iPae I of 2 <br /> iProject: --7p—mject No.. Contractor. <br /> Location: Drilling Method: 6" HSA Elevation: Grade <br /> Date Started: 1.25.93 Date Completed: 1.26.93 Angle: Vertical BeanES <br /> Total De 3th: 56' Water Depth: 52' Logged By: Reviewed By- <br /> 6- <br /> E- <br /> > <br /> Z Ui <br /> z IX <br /> U <br /> .2 <br /> E E <br /> Q <br /> 0 a. <br /> Geologic Description Remarks <br /> 0.0-0.5' Asphalt Cover <br /> IO.S-Z.0' Gravel Grade Fill <br /> SC <br /> 2.0-5.0' DampeSand, Fpr, Soh. <br /> Z %CIS. Cont. Lt m (top ,,I) <br /> –5 i i <br /> Grades Into: <br /> 1.31 3 I SP 5.0-6.5' Z. (2= +-5%/M r Sand -S%Non Plastic <br /> 5 no?no clay). Damp, M. Dense. <br /> anism. <br /> IVIL 6.5-1 1.25'Sandy Siit. Ggy1q , SI.Moist. <br /> , <br /> /SIV Stiff(Hard .5)T+-20%Fgr. Id. <br /> Fraction @ 10'. Silt is Firm, Moist. <br /> w/Loc. Organic Cama&Tr.Cl. <br /> MIL <br /> 2.3 119 <br /> 9 <br /> .......... <br /> SP 11.2-16.0' <br /> Mgr/F <br /> �aatz Sand. M. Dense, <br /> Whites <br /> n. Moist, Micaceous. 0,30' No Visible <br /> Clean* H.C. Contain. or <br /> Discoloration. <br /> No Odor <br /> 15 <br /> 15 CL 16.0-22.0' Gm. Silty Clay. Damp, Stiff, <br /> MIL M. Plastic. <br /> 20 <br /> SP =.0-30.0' F%r.Clt <br /> az Sand. Tan/White, <br /> 0 <br /> us. M.Dense, 'Clean'. <br /> then 5%Non Plastic Fines. <br /> V.For aSand. <br /> 12 Rd atz Grains. Detz nse, Loc.Rd/Sud <br /> 0.4 Z5 18 <br /> Cemented. <br /> 30 <br /> Notes: 1. Mobile B-61 Rig. Z. Background P.J.D. 0.0-0.4. 3. Z'CA Mod. Split Spoon. <br /> 4, Bentonite Chips (I Sock) Placed @ B.O.B. Hole Grouted to Surf. <br /> FIGURE 3 <br />