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ATC Env i ronmen-ta I, Inc . WELL LOG <br /> BORING NO: mw3 <br /> PROJECT N0: 75.75128.0001 <br /> V PROJECT NAME: AT&T-Lodi CLIENT AT&T <br /> PROJECT LOCATION: 90 Weet Turner Road DRILLING CONTRACTOR Mitchell Drillina <br /> DRILLING MTHD: _Hollow Stem Auper SAMPLE MTHO: Calirornic, Split Spoon <br /> y� DATE STARTED Dec 13 Z000 DATE FINISHED Dec 13 2000 DRILLER Ed Mitchell INSPECTOR Harlon Knoll <br /> P <br /> DEPTH A BpT R SURFACE ELEVATION: NA <br /> PID 0 <br /> .G+ <br /> (FT) p RS RTC ppm) L L ITHOLOGIC WELL CONST REMARKS <br /> E DESCRIPTION <br /> 0.0 oo-moo Gravel Fill IGP-Fi 11) ` <br /> Silty Fine SAND, damp, medium deme, no HC <br /> odor, brown, (SM) . <br /> .ha <br /> 5.0 <br /> 9 SILT, damp, medim dense, no HC odor, brown, <br /> .i.. IML). <br /> Fine SAND, dump, medium dense, no odor, <br /> brown, becomes yellowish red at 9.5 Feet bgs, <br /> ISP). <br /> y+ 10.0T <br /> 2 100 <br /> Silty fine SAND, damp, dense, no HC odor, <br /> brownish yellow, (SM). <br /> 15.0 3 <br /> 3 100 -- <br /> y Medium to coarse SAND, dome, dense, no HC <br /> odor, brown 5h yellow, (SP1. <br /> Ar <br /> 20.0Z <br /> 9 15 30I <br /> 20 amp, hard, no HC odor, brown with <br /> h yellow motteling (ML)Fine SAND, damp, hard, no HC odor, <br /> sh red, (SC). <br /> 12 <br /> 25.0 5 17 100 <br /> 21 <br /> SILT, trace Gravel, moist, hard, no HC odor, <br /> greenish gray/brown, (ML). <br /> 8 00 <br /> 30.0 <br /> y <br /> BOTTOM OF TEST BORING: 38.00' WELL CONSTRUCTION ®OUTER CASING <br /> ILLI DIAM.: B inchm ®i GROUT <br /> SPT • STANDARDPENETRATION TEST CASING MATERIAL Schedule 90 PVC <br /> REC SAMPLE RECOVERY SCREEN MATERIAL ScneEule a0 PVC BENTONITE <br /> _L NO • NON-DETECTABLE SLOT SIZE 0.010 SAND <br /> FID • FLAME IONIZATION DETECTOR METHOD ®SCREEN <br /> PIC • PHOTO-IONIZATION DETECTOR MONITORING WELL INSTALLED UPON COMPLETION PAGE: 1 OF� 2 <br /> _V <br />