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v <br /> GROUND ZERO ANALYSIS <br /> DATE <br /> PRO ECT al LOG OF HYDROPUNCH BORING HP-2 <br /> LOCATION <br /> DRUM COMPANY DRUM ' LOGGED BY IA ----------- PROJECT <br /> a � 1 <br /> N0. <br /> a <br /> DRILLER REVIEWED BYMWPsM <br /> COREHOLEDIAMETER DEPTH DRILLED MSD XA & y <br /> . . <br /> ASING TYPE —s&cr DTH T0,WATER a INITIAL SCHEDULE STATIC _zMSCREEN TYPE <br /> DIAMETERIN SLOT SI �N INTERVAL - rr TO <br /> SIZE �r <br /> FILTER PACK TYPE NA ----- INTERVAL — cT TO cr <br /> SURFACE SEAT. TYPE -NEAT ENL INTERVAL FT TO cr <br /> COMMENTS: SO& UrAV INTERVAL 0 F T TO —ZL R <br /> PAGE�OF_1_ <br /> DETAIL Ppm DESCO TIN <br /> AC/BASE <br /> ASPHALT/BASE <br /> 2 <br /> 1'-15' FILL <br /> 4 <br /> 6 <br /> FILL <br /> 8 <br /> —10- <br /> -12- <br /> -14- <br /> - <br /> f4 <br /> 15'-21.5'/24' ELASTIC SILT, <5X FN, SA-SR, PRLY ORDD SND; >95% FNS; M-H <br /> 6 DRY STRNOTH; N-SLW DLTNCY; M-H PLST; V STIFF; M MY BRN; <br /> 46 12 NPO; DRY-MST; M CEMENTATION; HOMO; CaCO3 STRIATIONS <br /> 15 <br /> 48 MH/tom <br /> 20 14 <br /> 17 <br /> 19 <br /> 22 21.5'/24'-25.5' SILTY SAND; 65X FN-M, SA-SR, PRLY MOD SND; M DNS; 35X <br /> FNSi SLW DLTNCY; L-M TCHNSS; L-M PLST; LT-M YLLW BRN; <br /> NPO; MST; WEAK CEMENTATION; HOMO <br /> 24 12 Sar <br /> 11 <br /> 17 26'-28': SUCCESSFUL <br /> 26 <br /> 28 <br /> D Gfp <br /> —30- <br /> - <br /> 0 <br /> N <br /> GREGORY P. <br /> 3z * STAHL <br /> No. 5023 <br /> 34 �lglF OFCA 1.1i'0�-�\P <br /> 36- <br /> -38— <br /> FN.- <br /> 6 38FN: 395 GO 3HP <br />