Laserfiche WebLink
� <br /> BORING CONSTRUCTION DETAIL GRAPHIC PIE) LOGDESCRIPTION <br /> (ppmv) <br /> 24 24 Brown SILT(ML)with clay medium saff,damp no <br /> odor <br /> 25 25 <br /> I0 Oark brown SILT(ML) medium saff damp no odor <br /> 26 Grout 26 <br /> 27 27 <br /> W <br /> ulQ 28 28 <br /> t1 <br /> 0 29 29 <br /> z <br /> °C30 <br /> 30 .�. ._ _. <br /> 0 Dark brown silty CLAY(CL) medium stiff dry,no odor <br /> O <br /> LU 31 31 <br /> a <br /> a 32 32 <br />�a <br />' 33 33 <br /> 34 34 <br /> 35 35 <br /> 0 o 0 Brawn SILT with clay(ML) medium saff dry,no odor <br /> 00 0 <br />' <br /> 36 36 <br />' Inch Radius 0 2 4 6 <br /> Explanation comacts � � <br />' V Water level during dnthng —�--» Solid where certain Mas IRMYGROMM M' 4144 GMQ <br /> Water level in completed well polled where approximate <br /> Boring Log JOB NUMBER <br />' Location of recovered dnll sample — — Dashed where uncertain 93-005 <br /> Bonng 8(continued) <br /> • ■ Location of sample sealed for WA, Hachured where gradational <br /> chemical analysts Exxon <br /> WELL <br />' est K Estimate y conductivity) <br /> RAS#7-1050 <br /> Steve sample (hydraulicconductivity) <br /> 1K.primary 2K_secondary 909 West Hammer Lane <br /> Grab Sample Stockton,CA SB-$ <br /> hR No Recovery <br />