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ARCHIVED REPORTS XR0012572
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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M
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MADISON
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423
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0012572
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Entry Properties
Last modified
5/7/2019 9:22:25 AM
Creation date
5/7/2019 8:33:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012572
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r S of - '� •1`Yij T 1�,�� �v �{ 5�'F �+�' � ,f r_��hk t��.. T �t z . <br /> i� <br /> s <br /> WATER WORK <br /> WELL./BORING LOO <br /> PROJECT CHASE CHEVROLET LOCATION -�?, N RTH HA S SmrKTON r.A PROJECT NO, 20199-1 <br /> WELL/BERING Na SBL SURFACE ELEVATION NS -ET WELLHEAD ELEVATION <br /> DATE DRILLED 09/10/90 __ REVIEWED BY 13LS,SFL'- V, uNf-Al M 3064 LCCGED BY LOIS_ERANT7 - <br /> DRILLING COMPANY SPECTRUM DRILLING DRILLER TED COFFEY HETHOD HOLLOW STEM ANGER <br /> BORE HOLE DIAMETER N DEPTH DRILLED 21.5 FT DEPTH TO VATER, INITIAL FT STATIC —"--FT <br /> - <br /> CASING TYPE -- DIAMETER — IN- SCHEDULE -- INTERVAL !L TO <br /> SCREEN TYPE DIAMETER - [N_ SLOT SIZE "' INTERVAL_— FL TO ---'— FT <br /> FILTER PACK TYPE INTERVAL "" — TO FT <br /> SURFACE SEAL TYPE NEAT CEMENT _ INTERVAL a FT TO 213 FT <br /> NOTES Ab:.:_-nWD WITH NEAT CEMENT <br /> YELL DEPTH PIIl SAPIPLE ID LLSli S131L DESCRIPTIBN <br /> DETAIL (FT.) (PP}D BLIJWCUJNI LOG <br /> ASPHALT <br /> .3-3.73• SILTY SAND, >7576 SR-R, F, H—HRA PRLY GR11D SN1b <M FHS; 1 <br /> 2 L DRY STRNGTHI R DLTNCYi L TGkNSS#N-L PLSTI V SFT) DRK <br /> SM YLLV BRN NPO N ORly NST# WEAK CEMENTATION SL LWTDI <br /> ROOTLETS <br /> 4 <br /> 1 cc- <br /> SDI- <br /> 6 FAT CLAY)<57. SND; >95% FNS) H-VH DRY STRNCT4 SLV DLTNLYf <br /> 6• 175-63/10' <br /> � N TGHHSSf H PLSTf F1RW CL[VE $l(# N C1RG NST# WFIX CEHENT— <br /> ATICM HOMO <br /> 61/10-1L3/13' LEAN T13 FAT CLAY# <LOX SHAT >907 FNS)WH DRY STRNGTHi N- <br /> SLV DLTNCYf H TGHNSSj H PLSTi MRD# H YLLV BRN NPO; N ORG <br /> 10 GI CL— HST# VFAK CEMENTATI[Wi HOMOi HTTLA <br /> SBI— CL/CH <br /> 10.5' 115/]5—E63/20 LEAN CLAY WITH SANM <30% SNIk >70% FN5r H DRY STRNGTH <br /> 12 SLV DLTNCYI L—H TGHNSSi H PLSTi HRDI LT OLIVE GRY# H PQ N <br /> DRG] MST; VEAK CEMENTATION HEltQ MTTLD <br /> 14 — <br /> CC- <br /> SB1- <br /> 16 133 E5.5' CL- <br /> 16.3/0-21.5' POORLY GRADED SANDE >957, SA—SR F, H—MRD, PRLT GRDD SNDb <br /> <5% FNS# V SFTF LT OLIVE WRY# H P6 N DRGs HST) WEAK C <br /> 18 TATION HOHT1 LOCAL VARIATIONS IN CLAY CONTENT <br /> 20 CC` SP <br /> IGL SBi— <br /> z0.3 <br /> 22 <br /> 24 <br /> 26 <br /> 28 <br /> 30ECI C0 <br /> a�9 z <br /> � Glut <br /> RUSSELL W. 1241 <br /> , <br /> 34 •!UNCAL <br /> No.3864 *1 <br /> -- -- - - <br /> 38 0F CA0 <br /> 40 <br /> 42 <br /> PAGE.I. OF 1 _ <br />
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