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Project No. : 90371 A <br /> Date: 10-11-86 <br /> Elevation. <br /> DEPTH ) w J PEKE. WELL DESIGN <br /> In = n' c� z RES IS. DESCRIPTION <br /> FEET c¢n i -i c¢n / FT. a3 5,4N0 <br /> 0.030 SL nT <br /> p Existing Ground Surface <br /> r'r'r'r Concrete +•+•+• <br /> 1 r•r.r. r•r. <br /> r•r-r- r.r.r-r <br /> 2 .i Brown silty, sandy clay - moist ;C;f{f• r•r.r.r <br /> •r•r-r• tir�rtir�r <br /> 3 ,�,.; ,� Brown silty, clayey sand - very moist _ <br /> 4 <br /> 18- 1 ' ! 4 12 (Headspace = Oppm) - <br /> ' ! Brown silty sand - saturated _ <br /> 7 18-2 :i j 1 1 (Headspace = Oppm) <br /> i.:i J :j.:i Dark grey silty medium sand - saturated - <br /> i•:i :i :i .i — <br /> 10 <br /> 10 <br /> 11 <br /> 12 !! Brown silty sandy clay - saturated <br /> i .i IA _I <br /> 14 - <br /> 15 <br /> 15 <br /> 16 Brcw,n ;lty sand - saturate{ <br /> 17 <br /> 18 - <br /> 19 t r <br /> Brown silty clay - saturated <br /> 21 Bottom of boring at 20 ft. <br /> - <br /> 23 <br /> 24 <br /> 25 - <br /> 25 25- <br /> 27 <br /> 5-27 - <br /> Figure 3 - Test Boring Log No. 18 <br /> - Monitoring Well No . MW- 1 8 <br /> Woodward-Clyde Consultants <br />