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' WHFEnvironmental Con nts, Inc. <br /> 3ornnor off �V «�) <br /> 1 Client: Hole No.: B-1 IPa e 1 or 2 <br /> Project: Project No.: (Contractor. <br /> 1 Location: Drilling Method: 6' HSA 6evation: Grade <br /> ' Date Started: 1.25.93 Date Completed: 1.26.93 Angle: Vertical <br /> Bearing <br /> Total Depth: 56' Water Depth: 52' Lo ed By: Reviewed By: <br /> ' .. m <br /> m Ci va Z3 t m <br /> Z m 3 0 m `° <br /> E U <br /> � � U <br /> CL E E p c <br /> m o m o m y <br /> ❑ co to a m ❑ a ❑ Geologic Description Remarks <br /> 0.0-0.5' Asphalt Cover <br /> <o=ons 0.5-2.0' Gravel Grade FII <br /> SC 2.0-5.0' Dampclayey Send, Fgga <br /> +-20% C'.. Co . Elm.. oft. <br /> ItO <br /> C!. nt <br /> i0 <br /> Grace&Into: <br /> 5 3 i j SP 5.0-6.5' %iMgr Q= Sand +-5% Non Plastic <br /> ' 1.3 5 Fns& Ino clay). Damp, M. Densa. ! <br /> g i anlam. <br /> ML 8.5-11.25' Sandy Silt. Gry/Grn, SI. Moist. <br /> /Sly Stiff(Hard @ 6.51. +-20% Far. d. <br /> — Fraction @ 10'. Silt is Finn. Moist. <br /> w/Loc. Organic Caste &Tr.CI. <br /> 10 9 I ML <br /> _ 2.3 11 <br /> 1 SP 11.2-16.0' Mhite/I Send. M. Dense, <br /> - Whiter an. <br /> Moist, Micaceous. 0.-30' No Visible <br /> 'Clean• H.C. Comam. or <br /> t — No Odoraban. <br /> 15 <br /> No Odcr <br /> 10 <br /> _ 1.8 11 <br /> CL 16.0-22.0' Gm. Silty Clay. Damp. Stiff, <br /> i /M M. Plastic. <br /> ' _20 9 <br /> 1.2 11 <br /> — 75 <br /> — SP 22.0-30.0' rr-gr Qtz Sand. Tan/White, <br /> Micaceous. M.Dense, "Clean'. <br /> than 5% Non Plastic Fines. <br /> ' 25 @ 25.0' V.Fgr Qtz Send. Rd/Sub <br /> 12 Rd Qtz Grains. Dense, Loc. <br /> 0.4 16 Cemented. <br /> 25 <br /> 1 <br /> [-30 <br /> ' Notes: 1. Moode 8-61 Rig. 2. Background P.I.D. 0.0-0.4. 3. 2' CA Mod. Split Spoon. <br /> 4. Bentonite Chips 0 Sack) Placed @ B.O.S. Hole Grouted to Surf. <br /> ' FIGURE 3 <br />