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GROUND ZERO ANALYSIS <br /> BOG OF BORING S83 <br /> PROJECT 631_ <br /> PROJECT NO. <br /> HOWEN DATION 601 W. LOCKEFORD ST. LOD1 <br /> DATE f)RILLED 9J.15104 LOGGED BY JOE VASQUE2 - <br /> REVIEWED BY-JOHN LANE F?G 679,5 <br /> DRILLING COMPANY 0 DRILLER RICK BERTILINO METHOD DIRECT PUSH <br /> BORE HOLE DIAMETER _ 1 1/a IN DEPTH DRILLED _ 11.5 FT DEPTH TO WATER : INITIAL _ N/A FT STATIC - N/A El <br /> CASING TYPE — N/A _ DIAMETER -- IN SCHEDULE INTERVAL TO ET <br /> SCREEN TYPE N/A DIAMETER IN SLOT SIZE IN <br /> FILTER PACK TYPE N_/� INTERVAL _ FT TO _ FT <br /> SURFACE SEAL.TYPE NEAT CEMENT GROUT _.� INTERVAL TO FT <br /> INTERVAL - - O FT TO . 1,1.5 FT <br /> COMMENTS: <br /> PAGE I OFA_ ; <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> DETAIL (FT.) PPM BLOWCOUNT LOG <br /> 0-6.5/10' SANDY SILT (SM); 60% FN, SR, P GRDD SND; 409 FNS; BRN, NO ODOR, <br /> DRY. <br /> 2 I <br /> 4 <br /> 4 SM <br /> 0.4 SB3-5 <br /> 1 <br /> 6 <br /> 6.5/10-11.5' SANDY SILT (SM); 70% FN-CRS, SR, -W GRDD SND; 30X FNS; BRN, <br /> $ NO ODOR, DRY. <br /> 10 S83-10 <br /> SM <br /> 0.4 <br /> i <br /> —12- <br /> 14- <br /> 18- <br /> 20- <br /> -22- <br /> -24- <br /> 26- <br /> - <br /> 2141820222426 <br /> - 28 <br /> 30- <br /> -32— <br /> 0 32 rtJOHN P. <br /> I Nc <br /> 34 <br /> N 6795 <br /> U+� � <br /> �A <br /> 36— C <br /> I <br /> 38 I <br /> s <br /> 40 <br /> I <br />