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J � <br /> Advanced BORING LOG <br /> GeoEnvironmental, Inc. BOREHOLE NO.: P1 <br /> 4005 North Wilson Way, Stockton, CA 95205 TOTAL DEPTH: 57' <br /> (209)467-1006 FAX: (209)467-1118 <br /> E - <br /> Project: Marlowe Properties Drilling Co.: Enviroprobe <br /> Site Location: 4696 East Waterloo Road ! Rig/Auger Type: GeoProbe 5400/1.25" Probe Rods <br /> Stockton,California 95205 Logged By: Brian W. Millman <br /> Reviewed By: Nuel Henderson <br /> Project No.: AGE-NC-95-0104 Date(s) Drilled: 14 July 2000 <br /> Notes: Ground water not encountered Water level during drilling Page 1 of 1 <br /> Refusal encountered at 57 feet bsg. i Water level in completed well <br /> Sample Blows PID Soil USCS Class and <br /> Depth ID 1 ft. (ppm) Symbol Soil Description <br /> 0 _ . <br /> -5 ' - --- <br /> GRAVEL:Pea Gravel <br /> 10-� <br /> r --- !--- GRAVEL:Pea Gravel <br /> —15 <br /> P1-15 -- 4 GRAVEL:Pea Gravel <br /> y I <br /> �_.�-. -.. --. -._ _.._._..._-.��._.__.._._-..-..._....-- .. <br /> -20- 3 PI-20 --- 1,999 ML;Light brown,dry.SILT with sand; 15%fine sand,hydrocarbon(HC)odor. <br /> -25 PI-25 - 1,999 _ 1 ML:Orangish brown,dry to damp,SILT with sand;201/6 fine sand,HC odor. <br /> -30 Pi-30 1,998 mow` 5P:Orangish brown,dry,POORLY GRADED SAND with silt; 100/0 silt,tine sand,no <br /> HC odor. <br /> PI-35 --- 1,999 _ ML:Orangish brown,damp,CLAYEY SILT;fine sand present,no HC odor.-40 <br /> ` <br /> PI-40 -- i 713 ...rSP:Brown,dry to damp,POORLY GRADED SAND with silt; 10-15%silt,no HC odor. <br /> i <br /> -45-1P14 --- 90 i i CL:Gray to brown,dry,SILTY CLAY;no HC odor. ! <br /> i —50--J• <br /> ! PI-50 22 —_ T—CL:Bro__wn,damp,SILTY CLAY;no HC odor. ; <br /> • <br /> PI-55 -- --- No Recovery <br /> a <br /> Refusal <br /> i <br />