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EnvironmentalHealth
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TILLIE LEWIS
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1444
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2900 - Site Mitigation Program
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PR0540506
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/11/2020 12:21:50 PM
Creation date
6/11/2020 12:16:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0540506
PE
2950
FACILITY_ID
FA0023166
FACILITY_NAME
MONBERG PROPERTY
STREET_NUMBER
1444
STREET_NAME
TILLIE LEWIS
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16335003
CURRENT_STATUS
01
SITE_LOCATION
1444 TILLIE LEWIS DR
P_LOCATION
01
QC Status
Approved
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EHD - Public
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77C7ti:11 H.Ur <br /> i <br /> _AIL <br /> WELL/BORING LQ <br /> ~" PROJECT LAIDLATII CORPORATION LOCATION 1444 TILLIC LEWIS DRIVE STOCKTO14 CA PROJECT NO. W0294 <br /> WELL/BORING NP. MW6 SURFACE ELEVATION _ N$ iT WELLHEAD ELEVATION _NS <br /> DATE DRILLED 102/28/92. REVIEWED BY GREG A. STAHL RG Ifo. $013 LOGGED BY TOM LUTTERMAN <br /> DRILLING COMPANY RESNA INDUSTRIES DRILLER GENE !UNES METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMOER i2 IN DEPTH DRILLED 30 DEPTH TO WATER : INITIAL1a FT STATIC <br /> CASING TYPE PVC F480 DIAMETER 4 IN SCHEDULE 40 INTERVAL - O FT- TO 10 _ff <br /> SCREEN TYPE Ek BAD _ DIAMETER 4 IN SLOT SIZE 0-010 IN INTERVAL ---10 Fr TO 10 FT <br /> -- FILTER PACK TOL 2/12 LONESTAR SAND .� INTERVAL .. a FT TO ..,,32 FT <br /> SURFACE SEAL t PE CEMENT SLURRY OVER BENTONITE _ INTERVAL -.0 FT TO a rT <br /> NOTES 2 FOOT iIENTONITE I SEAL OVER SAND <br /> WELL DOTH PID WPLE ID U.S.G. SOL DESCRIPTION <br /> DETAIL {FTS} ("w) SLOWCOUNT LOG <br /> 0 O--O.S' CONCRETE <br /> Z SAND <15X -SR Ft4 PRLY GRDD SND; <br /> 0.5-6.5/t0' >85%itS-U DRY STRNGTH; N-5 W DLTNCY; M TGHNSS; L- <br /> 41 MH/CL Y PLST; V STIFF; DRK YLLW URN; NPO; DRY; N NCL REACTION; <br /> WEAK CEMENTATION; HOMO; MICACEOUS <br /> � 1 LL^>VtY6-5' <br /> t3 <br /> 6I i <br /> .r I to <br /> ELASTIC SILT: <5X PRLY CRDD SNB: >95% FNS: M DRY <br /> ' u-itw6-i0' MN GL STRN4'Ttt; 5;.w DLTNCY; M TGHNSS: L-N PLST; V STIFF; DRK <br /> _ TLLW BRN; NPO: DRY; N HCL REACTION; WEAK CEMENTATION; <br /> 1 4S / HOMO; FE OXIDE; MOTTLED; WORM HOLES; MICACEOUS <br /> i5 <br /> ` <br /> �}S• 11.5/15-16.5/20' FAT CLAY; <SX SND; >95% FNS; H-VH DRY STRNGTH; N <br /> OLTNCY; M-H TGHNSS: H PLST; V STIFF; OAK CAN GRY; NPO <br /> MST; N HCL REACTION; WEAK CEMENTATION; HOMO r <br /> t CH <br /> _ 80 <br /> 16.5/20-26.5/30' ELASTIC SILT; c5X SND: 785X FNS: k-L DRY STRNGTIi; N <br /> LL-MM-2D' DLTNCY; M TGHNSS; K-w PLST; V STIFT: DRK GRN GRY; NPO: <br /> 2? 1WET: N NCL REACTION; WEAK CEMENTATION: HOMO: MICACEOUS <br /> —_ 22 18 MN <br /> _ 24 <br /> — 2�6 1 1 <br /> 15 <br /> 26.5/30-51.5' WELL FNS; MGRADED <br /> D S. DRK CRY:>95%NP WET. N HCL REACTION 6X <br /> WEAK <br /> = 31O T SW CEMENTATION; HOMO. PYRITE; 1MCACE005 <br /> 19 <br /> 23 <br /> �4 <br /> <v <br /> 36 GREGORY P. <br /> STAHL <br /> $ 'IL No. 5023OF CA 'IL <br /> 40 <br /> r <br /> 42 <br /> PAGE ! OF <br /> TOTAL P.0? <br />
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