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f x <br /> GROUND ZERO ANALYSIS <br /> LOG OF BORING S93/SB3a <br /> e x ` <br /> PROJECT _MANSc_R 2 LOCATION PROJECT NO. 314 <br /> DATE DRILLED 07128199 do 07/30/99 LOGGED BY SEAN rAgyryI REVIEWED BY-JOHN P. LAME. RG NO ,765 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL DRILLER FLINT I METHOD DIRECT PUSH 1j <br /> BORE HOLE DIAMETER 2 IN DEPTH DRILLED 26 FT DEPTH TO WATER INITIAL 7 <br /> CASING TYPE -NA DIAMETER IN SCHEDULE �� STATIC 5.4 it FT <br /> SCREEN TYPE NA INTERVAL TO _ �h ,F7 <br /> DIAMETER --- IN SLOT SIZE IN INTERVAL ._ FT <br /> FILTER PACK TYPE A TO <br /> SI -- F7 <br /> SURFACE SEAL TYPE NEAT CEMENT cRaur INTERVAL _ El TO FT <br /> - i INTERVAL - 0 _ FT TO 16/28;1 FT <br /> COMMENTS: <br /> PAGE <br /> WELL DEPTH FID SAMPLE ID U.S.C. DESCRIPTION <br /> I� <br /> DETAIL FT, PPW BLOWCOUNT LOG <br /> 0-4" ASPHALT <br /> 2 4'-8/9' LEAN CLAY WITH SAND (CL); 202 FN, A—SA SNO; BOR FNS, M—H <br /> DRY STRNGTI4. SLW DLTNCY, M TGHNSS, L—M PLST, BRN, NPO, 11 <br /> MST <br /> 4 CL <br /> 0 <br /> 6 <br /> a 6/9-11/14' SILTY CLAY (CL/ML): 10% FN, A SND; 90% FNS, M—H DRY <br /> STRNGTH, SLW DLTNCY, M TGHNSS, M PLST, URN, M P0, MST <br /> MAN2—S83-10' <br /> :E <br /> 10 3008 CL/ML <br /> 12 11/14-21/24' SANDY SILT (ML): 40% FN—CRS, A—SA, W GROD SND; 60% FNS' <br /> L—M CRY STRNGTH, SLW OLTNCY, M TGHNSS, L—M PLST, BRN, 1 <br /> NPO, ST—WET; SL PO AT 15' <br /> YAN2—SB3-15' <br /> —14— <br /> ML <br /> 4ML <br /> MAN2—Si133-20' <br /> 20 2 <br /> 21/24-26' SILTY CLAY (CL/ML); 5% FN SNR: 95% FNS, M—H DRY <br /> 22 STRNG H. SLW DLTNCY, M TGHNSS, M PLST, BRN, NPO, WET <br /> 24- <br /> - <br /> 4 MAH2-593a-25' H <br /> CL/ML <br /> 0 GRAB GROUNDWATER SAMPLE COLLECTED THROUGH TEMPORARY <br /> 26 WELL SCREEN <br /> 2a- <br /> -30 <br /> rGRED GFO <br /> 32 op <br /> �I <br /> 34 • L ApgE <br /> u, NO, 6795 • <br /> —36— <br /> .38— <br /> .I <br /> :I <br /> 4o I� <br />