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DATF DR1LLFT) _09 13/94 LOGGED BY TOM LUTTERMAN REVIEWED BY GREG P STAHL RG NO 5023 <br /> DRILLIN(, COMfANe SPCCTRUM EXPLORATION DRELLER ?,HIKE YOUNG METHOD HOLLOW STEM AUGER <br /> BORE 11OLE DIAMETER 8 INCITES DEPTH [IRLLE[1 78 FEET DEPTH TO WATER INITIAL -70 FEET STATIC 63 FEET <br /> r-ASING 11TF FVC DIAMEIER 2 INCHES SCHEDULE 40 INTERVAL 0 FEET TO 58 FEET <br /> SCREEN TYPE FVC — DIAMETER 2 INCHES SLOT SITE 0020-INCH INTERVAL 58 FEET TO 78 FEET <br /> ALTER PAl"N TYPF RMC LONESTAR #2/12 SILICA SAND INTERVAL 56 FEET TO 78 FEET <br /> SURFAf E SEAL TYPE^ T NKAT CEMENT OVER 13ENTON4TE INTERVAL 0 FEET TO 56 FEET <br /> COMMENTS --- -- --- <br /> L {� Sample o Depth U SCS Description Well <br /> [In f'odP Const <br /> m <br /> CONCRETE (0 4 FEET} <br /> V <br /> I ML SANDY SILT 40% F-M SA-SR PRLY GRDD SNC) DNS 60% FNS L DRY v v Vv <br /> STRNCTH S-R D_TNCY L TCHNSS N-L PL5T HARD MODERATE YLLW v <br /> PRN NPO N ORGANICS DRY WEAK CEMENTATION HOMO v v <br /> p <br /> I 4 d ° <br /> 10 <br /> v <br /> n v <br /> 22 T; - — -- - - - - v <br /> LEAN rLAY <197 F-M SND SA--SR PRLY GRDD >85% FNS H DRY ° ° <br /> A N DLTNCY M TGHNSS M PLST STIFF MODERATE YLLW BRN NPO v v <br /> ORGANICS MST WEAK CEMENTATION MOTTLED 7 v <br /> /CL v v <br /> 3 10 7 v <br /> 0 s <br /> 12 SILT <10% F SND PRLY GRDD >90% FNS N-L DRY STRNGTH N-S DLTNCY, V v <br /> L TCHNSS N-L PLST STIFF-V STIFF MODERATE YLLW BRN 7 v <br /> NPO N ORGANICS DRY WEAK CEMENTATION HOMO v v <br /> 14 - ° <br /> ML v v <br /> ` RB- 3 v <br /> fl MW-7- 6 1 fi <br /> 155 e v <br /> I v v I <br /> 18 - v° v <br /> ° ry 4i <br /> RB- 6 20 v v <br /> V <br /> 0 MW-7- 15 v v <br /> 20 5 t6 22 v <br /> v v IQ <br /> v <br /> 24 ELASTIC SILT WITH SAND 15% F-M SND SA-SR PRLY GRDD, 85% FNS 7°v v <br /> 1 REQ- 3 L-M DRY STRN(TH N-S DLTNCY, L-M TCHNSS M PLST HRD, PALE v v <br /> O M25 5 5 2G YLLW PRN NPO N ORGANICS MST WEAK CEMENTATION, HOMO ° <br /> L MHv v <br /> I SILT - 10% F-M SAND PRLY GRDD >90% FNS N-S DLTNCY L TGHNSS, 7 v <br /> 1 �8 N-KA PLST V STIFF MODERATE YLLW-BRN NPO N ORGANICS DRY- v v <br /> y MST WEAK CEM_NTATION HOMO CALCITE VEINLETS AT 30 FEET 7 ° <br /> ![ �L v v <br /> Icv <br /> RP- s 30 v v <br /> p MW-7- 12 ° <br /> 3E1 r 16 ° ° <br /> 1 - 32 v <br /> v v <br /> V <br /> 31 a v <br /> RH 7 v v <br /> 0 MW-7- 12 36 v <br /> 355 is -- -- v v <br /> SILT WITH SAND 20- F-M SND PRLY GRDD 80% FNS L DRY STRNGTH v <br /> 38 N-S DLTNCY L TGHNSS N-L PLST V STIFF-HRD MODERATE YLLW BRN v v <br /> j NPO N ORrANi S DRY-MST WEAK CEMENTATION HOMO CALCITE v <br /> VEINLETS AT 4C FEET TRACE OF CLAY o v <br /> 40 ML v v <br /> 0 <br /> LOG OF BORING MW-8 <br /> ��� A ROEK BROTHERS PROPERTY <br /> 102 SOUTH WILSON WAY <br /> PROJECT 150108 01 STOCKTON, CALIFORNIA <br />