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Project No.: 03-400-00 <br /> Well/Boring No.: B-9 <br /> > E z > a Description <br /> W Q)o a 8 m io <br /> MCDm v F First 2' is brown silty sand fill <br /> a � m <br /> j <br /> E O Q <br /> O Q <br /> 1 SM <br /> 2 0 Silty sand(SM): dark brown; moist; 20%clay; <br /> 35%silt; 45%medium sand; low estimated <br /> 3 permeability; no HC odor. <br /> 4 <br /> 5 Silty sand with gravel (SM): light brown; <br /> moist; 10%clay; 35%silt; 45%medium sand; <br /> 6 0 X 10%sub-angular gravel; moderate estimated <br /> 7 permeability; no HC odor. <br /> 8 <br /> 9 <br /> 10 ♦ 0 grades back to silty sand <br /> 11 <br /> 12 <br /> Bottom of hole 12' <br /> Logged By: Casey Poldino Initial Water Level: 10' ♦ Well Details <br /> Drilling Company: Western Strata Final Water Level: <br /> Driller: Scott Fitsche Grout Interval: <br /> Drill Dates: March 13, 2003 Locking Cap: ❑ Bentonite Seal: <br /> Auger Size: 6" Traffic Vault: ❑ Sand Interval: <br /> Sampler Type/Diameter: 2" dia. splitspoon Screen Interval: <br /> Casing Diameter/Type: Bentonite Plug: 3-12' <br /> Page 1 <br />