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Blows SRmpl* USCS WELL <br /> 0 Ft. No. DESCRIPTION CONST. <br /> 3" asphalt aver 3" base rock- <br /> 2- <br /> ML Silt , trace :lav and fine-grained sand, mode-ate <br /> brown.. :amD. Slight plasticity. <br /> 4 <br /> 5 <br /> 32 S-5 OVA .- 0 ppm •: <br /> 8- <br /> 10 <br /> 10 (,rades to ii=ht olive brown, hard. <br /> 50/211 s- 10 OVA = 0 <br /> ►- — -------- �t <br /> CL Clay, trace silt and fine-grained sand. light olive <br /> = i4 - <br /> brown. .:amp, tedium plasticity, hard. <br /> : = <br /> 4L 16 $7 5-15 OVA = 0 pea .; <br /> — — <br /> SP Sand, rine- -o medium-grained, grayish yellow. —'•� <br /> slight_: damp. very dense. <br /> 20 .- <br /> 50/3" 3-20 CL Clay, trace silt , moderate olive brown, damp. '•' <br /> medium elasticity, hard. <br /> 22 OVA = 0 open <br /> —.-- ------ <br /> SP Sand with score silt. trace clay, fine-grained. <br /> 24 <br /> moderate yellowish brown, damn, dense. •• <br /> •. <br /> 26 33 S-25 OVA = 0 ppm <br /> 28 — ----------_...------..._...._-------_._.-- <br /> CL Clay with sz=e silt and fine-grained sand, -z�derate <br /> 30 yellowish brown, damp, medium plasticit-.-. hard. <br /> "0/2" S-30 OVA = 0 ppm <br /> ( section continues downward) <br /> LOG OF BORING B6/MW-6 PLATE <br /> An U.S.A. Service Station No. 65 <br /> �d c�osrsrees 2500 West Lodi Avenue P-9 <br />