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ti <br /> WATERWaRIC <br /> WELL/BORING LOG <br /> STDCKTPN/F1RE S7AT[ON �b LOCATION 1501 PICARDY DRIVE STOcmet CA PRCUECT NO. —,-- <br /> PROJEC7 [1S FT VEL IIEAD ELEVATION <br /> YELL/BORING NO MVI --- SURFACE ELEVATI�J`L. y rnuA PL x[1,4 LOGGED By KN <br /> 041 ia� R'EVIEVED BY -IMUF-. HILL S7 CH A[JG£R <br /> DATE DRILLED —Y-�- Eabts >tAR7oLmnCH METHOD F_z STATIC <br /> EXC£LTECH DRILLER <br /> DRILLING COMPANY --- P 1� DEPTH DRILLED 30 FT DEPTH TO MATER+ INITIAL ___& <br /> TO 10 <br /> DDRI HOLE DIAMETER DIAMETER -�- SCHEDULE �—�-a INTERVAL - rm <br /> CASING TYPE ?VC Fes— Z M 1N_ INTERVAL._ 38 !=L TO <br /> SCREEN TYPE PVC Fa80 DIAMETER � - SLOT SIZE [NgFRVAL 16--1 TO <br /> FILTER PACK TYPE PRE-VASH x2/12 SAND EZ TO <br /> SURFACE SEAL TYPE SAHDICEMEN7 SLURRY AVER BENTONITE INTERVAL� " <br /> ------- <br /> NOTES B NTONT <br /> FR H 4-16 F"F �~ <br /> ELL DEPTH PID <br /> T S (PPFD f t-E I r s- SOIL DESCRIPTIEN <br /> RDD <br /> 0 0-G5/10' Day. FHS, M-14 DRY STRGT[µ M-SLV DLTNCYIASTIC SILT WITH SAND SR, M RLY TGWSsj L H <br /> PLST1 STIFF; LT BRA HPtb DRY-HST1 HOHD <br /> 2 <br /> HH <br /> 4 <br /> s <br /> .a <br /> 6 0 65/10-11.5/25 GRADED SAND, >95X SA-S;4 FH PRLY GRDD S" ( <br /> FHSi LT Dkf4 Spa DRY HSTi H1)HR <br /> -IM-2 <br /> l0 liH SP 11.5/25-2b.5/30'ELASTIC SILT) 557. SNn >957. FNSI L-H DRY STRNuTW N-SLV <br /> q DLTNCY L-M TGHNSSS L-M PLST1 V STIFF) CRY GRW NP[L HST- <br /> 12 VCT] HQHO <br /> 14 <br /> 10 <br /> T �8 <br /> 20 <br /> 22 <br /> ni <br /> 24 s T HH <br /> 0 2G5/OD-3D' LEAN CLAY VI FH SANTb 20-007. SA-SR. FN PkLY GRDD SND: <br /> 26 70-Gov. M-14 DRY STRN T]§ ETVNQHO TNCY)L-H TG}INSSj <br /> 14 L-H PLSTI GRY GRAIL <br /> NP <br /> -28 <br /> 30Cr�rpzo <br /> i2 <br /> 32 I� <br /> =L `� RUSSELL w. <br /> 34 JUNCAL <br /> 36 No.3864 <br /> 38 OF F <br /> 40 <br /> 42 <br /> PAGE OF <br />