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SOUND ZERO <br /> ANALYSIS <br /> PKIECT Y aL LOG OF HYDROPUNCH BORING HP-1 <br /> DATE DRRLEp �3/1s/9s LOCATION <br /> LOGGED UT FRANTZ PROJECT NO. —_ a <br /> DRILLING COMPANY SPECTRUM ExP_LQRATION REVIEWED gY gO p. gTUR sM= <br /> BORE HOLE DIAMETER 8 ;w DRILLER Y LEONARD METHOD ► STEu TAHL <br /> CASING TYPE NA DEPTH GRILLED ___z FT DEPTH TO WATER : INITIAL �cr <br /> _ _ WAMIETER �M SCHEDULE STATICSCREEN <br /> INTERVAL <br /> FILTER ACK TYPE NA DIAMETER �N SLOT SIZE iw INTERVAL Er FT TO � EL <br /> � <br /> TO <br /> SURFACE SEAL TYPE INTERVAL FT TO SFT <br /> COMMENTS-S: INTERVAL — o FT TO <br /> PAGE OFA <br /> DETAIL (FT.) PPMBLOWCpI►pT LOG' DESCRIP" <br /> AC-BASE O-iASPHALT/BA4E <br /> 2 ELASTIC SILT; <SX SA-SR. PRLY ORDD SND; >95X FNS; M-H DRY <br /> STRNOTH; H-SLW DLTNCY; M TOHNSS; M-H PLST; V SFT, M-DRK <br /> MH/CL YLLW ON; NPO; DRY-MST; WEAK CEMENTATION; HOMO <br /> —4- <br /> 1221 <br /> a'3'-10•x' <br /> t 27 T- WN NPO; MST. WEAK <br /> ,CEMENTA�IKNI HOhF <br /> 8 SP <br /> 10 9 <br /> 12 10'8'-iS'4' SILTY SAND; 65X FN-M. SA-SR, PRLY ORDD SND; M DNS; 35X FNS; <br /> 12 SLW DLTNCY; L-M TOMS$; L-M PLST; LT-M YLLBRI;I; NPO; MST; <br /> WEAK CEMENTATION; HOMO <br /> SM <br /> 14 <br /> 8 <br /> 16 1415'4'-2a' ELASTIC SILT; <5X FN. SA-SR, PRLY OROD SND; >95X FNS; M-H <br /> 19 DRY STRNOTH; N-SLW DLTNCY; M TOHNSS; M-H PLST, V STIFF-HRD; <br /> M YLLW; NPO; MST; M CEMENTATION: HOMO: C00O3 AND FWx <br /> 18 STRIATIONS <br /> 20 14 MH/CL 22.5'-2a.5: NO WATER DRILL OUT <br /> 18 25.0'-27.0': NO WATER <br /> ZD <br /> 22 <br /> Z4 <br /> DG G�o� <br /> —26- <br /> -28— <br /> a 2a GREGORY P. <br /> STAHL <br /> No. 5023 <br /> —30- <br /> -32— l,�rF aF CA��F��`\� <br /> —34- <br /> -36- <br /> -38- <br /> 40 <br /> 38 <br /> 40 FN' 395 GO 3HP1 <br />