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' Project: Boring No.: Page(s): <br /> ' SL-Lincoln(Soil Vapor Intrusion Investigation) SG-Test 1 of 1 <br /> ten: rote a e: <br /> Sara Lee Bakery Group, Inc. 62403335-024612 1/30/2009 <br /> Location: Coordinates: eva can a um <br /> BORINGIWELL CONSTRUCTION LOG 1444 South Lincoln Street, Stockton, CA 95206 LAT:37.9369533 LONG:-121.293453 <br /> Drilling Company: Driller: Logger: <br /> ' TEG Northern California Craig VanSensus Brendon Wilder <br /> W WELL CONSTRUCTION SUMMARY <br /> 6 0 Depth (ft) Cas i na Depth ft Annulus Surface <br /> d _ to _ to Completion <br /> t a a <br /> to to <br /> t0_ _ t0_ <br /> p t0 t0 <br /> € a <br /> It <br /> o W Description <br /> It - as s <br /> o B i< Modifier and Main Soil;calor;impact;consistency/density/;odor;moisture;USCS <br /> Direct-push boring from surface to 6 feet below ground surface. 1 , <br /> z No geologic information collected for this direct-push boring. .2- <br /> 3- <br /> 4- -4- j <br /> _ WIN <br /> 5 Soil Gas Purge Volume Test Sample 5 , <br /> 1 <br /> 5 SG Soil Gas sample collected from 5.5 to 6 feet below ground surface. a <br /> Termination of borehole:6 feet below ground surface. <br /> 7- -7- <br /> 8- -a- <br /> 9- -9- <br /> a-9' 9 <br /> t0 _...... _.. -10- <br /> 11- -it- <br /> 12- -12- <br /> 13- -Is- <br /> 14- -14- <br /> 15- _.. -15- <br /> 1a- _. 18- <br /> 9 _119- <br /> 20- -20- <br /> Notes: Borings completed via truck-mounted direct-push rig (AMF PowerProbe) using 1-inch diameter steel rods. <br /> Used 47#bas of Type II-IV cement mixed with 2.5 gallons water @-0.04-gallons/ft). <br /> Grouted borehole via gravity-flow through open annulus to surface upon completion of boring activity. <br /> Approximately 0.25-gallons of cement grout used in borehole. Surface was cement/concrete patched. <br />