Laserfiche WebLink
WHF Environmental Consultants, Inc. <br /> p Boring Log-- jr (7�picd1 <br /> Client: - �I� Hole Nc.: 13-1 Pae 1 of 2 <br /> I! s <br /> Pro-eco Pm'ect No:�: Contractor- <br /> Location: �I� Drillirt Method: 6" HSA ? Elevatiorr. Grade <br /> ilk � <br /> Date Started: 1.25.93 Date Completed: 1.28.93 An le: : Vertical Beartrt <br /> Total De h: 5&` Water De . 52' Logged B Reviewed By, <br /> - . <br /> �. ci m 0 <br /> ui I� <br /> Z mC U II <br /> m m I� <br /> a. a U C7 E <br /> ' ❑ c m II <br /> ❑ toW 1 0- 1 m I1�c U 1 ❑ Geologic Description Remarks <br /> 0.0-a.5' Asphalt Cover 'I <br /> III <br /> 0.5-Z.0' Gravel Grade FII <br /> SC 2.0-5.0' De Clayys Send, Fggr,Sot[. <br /> — -2096'C3. Cont. Lt. 9m. (topsoil) <br /> I _I. Grades Into: <br /> I <br /> 3 1 SP 5.0-6.5' �rfMgr atz Send +-596 Non Plastic <br /> 1.3 5 nes trio clay!. Damp, M. Dense. <br /> B I I Tani8m. I� <br /> I ML 6.5-11.25'Sandy silt. Gry/Gm, St. Moist. <br /> /S Stiff{Herd @ 6.5'l- +-'20%Fgr. Id. <br /> Fraction @ 10'. Silt is Firm, Moist. <br /> T wiLoc.:Organic Caws&Tr.C1. <br /> it <br /> �10 - ML k <br /> 1 Z.3 151 <br /> SP 11.2-16.0' MgrlFgr� Qtz Sand. M. Qense, <br /> Whstlll ar.. Moist, Micacaous. 0.-30' No Visible <br /> _ -Ciean" j H.C. Contam. or <br /> Discoloration. ; <br /> 1 f i No Odor <br /> 10 <br /> CL 18.0-22.0' Gm. Silty C'ay. Damp.1'Stiff, <br /> — I ! /M M. Plastse. € <br /> t E rI II <br /> 20 II <br /> _— 1 79 <br /> SP 22.0-30.0' r alz,Sand. 'ran/White, <br /> F9 <br /> M�caeaous. M.Aanse, "Clean'. <br /> then 5%Non Plastic Fries. <br /> � i @ 25.0V.Fgr Qtz Sand: RdJSutt <br /> q 2 Rd Q=Grains. Dense, LOC. <br /> _ O.d 18 Cemented. <br /> 25 <br /> 30 'ih <br /> Notes: 1. Mcoile B-61 Rig. 2. 9ackaround P.I.O. 0.0-0.4, 3_ Z' CA Mod. Split Spoors. <br /> 4 <br /> 4, Sentonite Chips 11 Sack) Placed @ 6-0.3. Hole Grouted to Surf: I j <br /> I FIGURE 3 <br />