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it <br /> ' GROUND ZERO ANALYSIS <br /> lk LOG OF BORING 584 <br /> PROJECT <br /> LOCATION <br /> DATE DRILLED -07128Z99LOGGED BY PROJECT _RG <br /> REVIEWED BY LAN 9. g� <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER FLINT METHOD DIRECT PUSH it <br /> BORE HOLE DIAMETER 2 IN DEPTH DRILLED 16 FT DEPTH TQ WATER INITIAL 4 E= STATIC <br /> CASING TYPE DIAMETERL SCHEDULE INTERVAL FT TO Q <br /> SCREEN TYPE DIAMETER ------JbL SLOT SIZE IN INTERVAL FT TO tiE ET <br /> FILTER PACK TYPE NA <br /> INTERVAL FT TO — II FT <br /> SURFACE SEAL TYPE NEAT CEMENT„GROUT I INTERVAL0 TO <br /> COMMENTS: <br /> WELL I DEPTHFID PAGE OF. 1 <br /> DETAIL <br /> U.S.C. DESCRIPTION a <br /> FT. PPM BLOWCOUNT LOG <br /> ASPHALT <br /> 2 4'-6/9' NO RECOVERY <br /> NO <br /> 4 RECOVERY <br /> fi <br /> 8 <br /> YAN2-SB4-i0' 6/9-11/14' SANDY N CLAY (CL): 30% FN, A-SA SND; 702 FNS, M DRY i <br /> STRNGTH, SLW DLTNCY, M TGHNSS, L-M PLST, BRN, NPO, MST <br /> 1D 0 CL <br /> 72 11/14-16' SANDY ELASTIC SILT (AIH): 352 FN, A-SA, PRLY GRDD SND; <br /> 65% FNS, N DRY STRNGTH, SLW DLTNCY, L-M TGHNSS, L-M PLST, <br /> BRN, NPD, WET <br /> �fAN2-SB4-15' <br /> to <br /> 4MH <br /> 0 <br /> 16 GRAB GROUNDWATER SAMPLE COLLECTED THROUGH TEMPORARY <br /> WELL SCREEN <br /> t8 <br /> 20- <br /> -22- <br /> 24- <br /> -26- <br /> -28- <br /> -30- <br /> - <br /> 02224 262830 <br /> 32— �5 (O <br /> 34 • bgjE � <br /> Na <br /> No. 6795 <br /> 36- <br /> - <br /> 6 <br /> op C <br /> —38- <br /> 40 <br /> 8 40 p <br />