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WATERWORK <br /> WELL/BORING LOG <br /> LOCATION <br /> '�LAND�R' 11530 VEST 6 PROJECT W. 367 <br /> VELL/BORING Na RV-4— SURFACE ELEVATION APPROX. -lP <br /> DATE DRILLED 04/0e/gt 11 WELLHEAD ELEVATION <br /> JORILLJNrj COMPANY -EXCELTECH REVIEvED BY RUSSELL V� JUNCAL RG !IAAA L13GWD py jDw(i El <br /> BURE MILE DIAMETER 43 — DRILLER RICH CPUV — METHOD WCUCTV SYEk AUGER <br /> LEPTH DRILLED - If F DF-PTH To WATER. INITIAL <br /> tASwG TYPE F4SO PVC 40 _Xj STATIC ---LL_EL <br /> -F--DIAMETER --A—UL SC4EXLE INTERVAL— III <br /> SCREEN -TYPE 480 PVE DIAMETER __E_ItL SLOT FT ... <br /> FILTER PACK TYPE PRF VAI�W 9-2 �A� SIZE INTERVAL T13 <br /> SURFACE SEAL-TYPE-mt.A- GE- INTERVAL TO <br /> NOTES INTERVAL T13 <br /> VELL DEPI-H Pla LE <br /> IETAIL (FT) (PPA) Lovc LOG SOIL DESCRIPTION <br /> 0-L-5/5' ORGANIC SOIL WITH GRAVrA4 5% SN4 307 GRVL, 95, rwc�vM <br /> DRY STRNGTF4 N-SLW DLTNrYj L TGHN:Sj K PLSTj STIFF, <br /> 6 <br /> 5 OL/0H YLLW 3RN NPEb ORGANICS; MST; N HCL REACIIEN WEAK VJSKY <br /> ATIZIN HOMO CEMENT- <br /> tv <br /> 4 <br /> -10 <br /> 1-5/5 .6'PEATj TR INDI toaZ FNS) V SFTj ZLKj NpM MIT-VETI N HCL <br /> REACTION rmntjsj puNCENT ODGR <br /> FROM 3)CCAYING PLAN MATTER <br /> PT <br /> f <br /> I 30.6-J6' LEAN CLAY; TR SNI)i 100X FNS)H DRY STRNGTkt N-3LV DLTKZy, <br /> I L-M TGHNSSj M PLSTj SFT-M STIFF;OLIVE BLKj NPQ 13RUWCS, <br /> 12 <br /> MST-VEri DECAYING PLANT MATERIAL <br /> 24 CL <br /> 6 16 POURLY GRAMrg SAND; >957 SA-sR.rN-m P <br /> RLY GRDD SNA(5% <br /> rtt STJFTj CLIVE GRYi NP14 ORGANICS;VETz N HCL REACTIN- <br /> WEAK CEMENTATION HOma DECAYING PLANT MATERIAL <br /> 20 <br /> 24 <br /> 26 <br /> RUSsELL kv. <br /> 28 <br /> JUNCAL <br /> 30 <br /> No.3004 <br /> d) <br /> 32 <br /> CA <br /> 34 <br /> 36 <br /> 38 <br /> 40 <br /> 42 <br /> h <br /> PAGE OF I <br />