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13ELL LOG NW-24 <br /> .JC11 'it IMPR• 211-71-6 DATE DRILLED: I1-4-86 <br /> Joi1 IWIF _ TAI} - (WKPQ_iEE SURFACE ELEVATION: <br /> T)R l 1 t RIC; ;pECTR;lM DRz�,x,ZN�_ DATUM: <br /> Will [ R I YTIF• DRIVE WEIGHT-LB: HEIGHT OF FALL-IN: <br /> 11 1 tmouq 3 31 A. _-- 140 <br /> laboratory Analysis S Soil Propertlea C-chmical properties <br /> D'rtR u�ll Construction lab • Btoxaample S=1e USCS Description <br /> r�^ Analysis Per Foot 0apth Tyye Sytebol <br /> waterti <br /> ht As <br /> a base <br /> utility9box Si7 $1LTTi�i40 rgwd �+edius brown, moiev, a" <br /> 717, Locking is M oinid, no hydrocorban odor <br /> 2 _{ ateet cover 2 <br /> PVC Cap <br /> J <br /> As oboyc. light brews, Incrooaing ocrsd <br /> - 6 content with depth. <br /> a <br /> h <br /> a-SCH 40 PVC 8 <br /> 2' Di9ameter <br /> 10 4 v �a nPOORLY GRADED S= with silt -Li ght <br /> 10 brow~ to grey colot wend to csdi�a <br /> grained, no Dreg. <br /> odor. <br /> SP Sit <br /> 12 <br /> } <br /> 14 .� 14 <br /> 16 16 <br /> t-Bentonite/ CL CLAY with silt and minor sand - Light <br /> a Cement Grout brown, moist, sard is medito-grained, <br /> 18 Ai 18 no hydrocarbon odor <br /> OVA ■ 2 wit <br /> - 20 , .I 20 Increasing sand content with depth_. <br /> IT pl Si LT with sand and clay Medium brown, <br /> - 22 22 earbon sir and In mediu-v grained, no hydro <br /> As above, increasing sand content with <br /> - 24 24 depth <br /> SP S" PDORLT GRADf0 SAdD with slit - Fledlum <br /> - 25 26 brown, moist, sand is lint grained, no <br /> hydrocarbon odor <br /> - 23 28 C ------ -- --. _ <br /> SILT with cloy and minor sand - nedium <br /> grey, moist,Barad is very line grained, <br /> - 3D � . 30 pL <br /> Du Pont Fliosystams <br /> Logo-d by <br /> T Ap{�-ov,d by <br /> A-59 <br />