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SITE INFORMATION AND CORRESPONDENCE
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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Iv <br /> AW" <br /> "m MA WELL/BORING LOG <br /> PROJECT LAIDLlk* COIIPORATION LOCATION 1444 TILME LEWIS DRIVE STOCKTON CA PROJECT NO. W0294 <br /> WELL/BORING N0. MW4 SURFACE ELEVATION NS FM WELLHEAD ELEVATION NS FT <br /> DATE DRILLED I O2 27/92 REVIEWED BY CREO P. STA.HL RG Ne. 5023 LOGGED 8Y TOM LUTTERMAN <br /> _ DRILLING COMPAI�IY RESNA INFT OUSTRIES DRILLER GENE NUNES METHOD HOLLOW AUGER <br /> BORE HOLE DIAMETER __1�nL DEPTH DRILLED IO FT DEPTH TO WATER : INITIAL la FT STATIC 16 FT <br /> CASING TYPE PVC F�---48-0-----•-- DIAMETER _. <br /> 4 IN SCHEDVLE aO INTERVAL _ 0 FL TO 10 l <br /> SCREEN TYPE -- DIAMETER _ 4 IN_ SLOT SIZE _51.212—J& INTERVAL _ 10 IZ TO .30 F <br /> FILTER PACK TYPE 2/12 LONESTAR SAND INTERVAL 9 Fl TO _ 30 FT <br /> SURFACE SEAL TYPE CEMENT URRY OVER BENTONITE INTERVAL 0 -- T TO _, a FT <br /> NOTES Z FOOT,BENTONITE SEAT- OVER SAND <br /> WELL DEPTH PID ISAMPLE 10 U.S.C. SOIL DESCRIPTION <br /> DETAIL (FI!) (PPM) ISLOWCOUNT LOG <br /> o' 0-11.S/15' ELASTIC SILT: <5r. SNO: >95% FNS: M DRY 3TRNGTH; N-SLW <br /> DLTNCY; M TGHNSS; 0 PLST; V STIFF; DRK YLLW BAN; NPO; <br /> ORGANICS; DRY-MST: WEAK HCL RrACTION. M CEMENTATION; <br /> Z HOMO: MICACEOUS <br /> 4' <br /> ' + 7 <br /> 6{ T MH/CL <br /> 24 �. <br /> 10 <br /> F _ — 0 10 <br /> 12 1s <br /> 11.5/15-21.5/25' LEAN CLAY; <10% SA-SR. FN. PRLT GROD SND; >90X FNS: <br /> M-H DRY STRiGTH' SLW DLTNCY: M TGNNSS; M-H PLST: V <br /> 4 STIFF; OLIVE MY. NPO; MST: N HCL REACT[ON: M CEMENTATION, <br /> LL-M1f4-19 <br /> 51 HOMO <br /> i <br /> 16 1 <br /> i 6 2O CL <br /> _ I <br /> �– 1$ <br /> 20 1 <br /> 1 12 <br /> - 22 20 <br /> 21.5/25-26.5/30' SILTT SAND; >757. SA-SR. FN-M, PRLY GROD SND; <25X FNS; <br /> 24 N DRY STRNGTH; R SS;DLTNCY; M TGHNN PLST; M DNS; M <br /> 0 10 DRK a"; NPO; WET: N MCL REACTION: WEAK CEMENTATION; <br /> 1 SM HO1+0: MICACEOUS <br /> 26 1s <br /> i <br /> 2$ 26.5/30-3I.3' FAT CLAY: <SX SND; >95R FNS; VN ORY STRNGTk; N DLTNCY; <br /> — I M TGHNSS; M-H POT; Y STIFF; DRK GRN CRY; NPO; WET; N <br /> — HCL REACTION; WEAK CEMENTATION: HOMO <br /> .6 CH <br /> If <br /> I 1O <br /> 32 <br /> 314 <br /> w N <br /> 31 GREGORY P. <br /> STAHL <br /> 3� No. 5023 <br /> � 40 9TF OF CAI.�F�4�\� <br /> 2 <br /> I <br /> PAGE t OF + <br /> i <br /> I <br />
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