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ARCHIVED REPORTS XR0012678
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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E
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EL DORADO
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141
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3500 - Local Oversight Program
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PR0544645
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ARCHIVED REPORTS XR0012678
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Entry Properties
Last modified
7/11/2019 12:40:53 PM
Creation date
7/11/2019 10:11:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012678
RECORD_ID
PR0544645
PE
3528
FACILITY_ID
FA0004979
FACILITY_NAME
CIVIC CENTER PARKING*
STREET_NUMBER
141
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13909002
CURRENT_STATUS
02
SITE_LOCATION
141 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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4 d <br /> _ w _ <br /> WATERWORG <br /> -- 11`dBLL/BORING LOG <br /> PROTECT 4'EBER POINT LOCATION 141 NOR.)H A A PROJECT NO. 475 <br /> YELL/DEIRING NEL VP3 SURFACE ELEVATION A T r WELLHEAD ELEVATION MS CT <br /> DATE DRILLED 04/09/91 R=VIEVEO BY RUSSELL V' -r- :A Rf 386 LDCGED BY CHN <br /> DRILLING COMPANY A DRILLED TED rrFP Y METHEID SIEKR _ <br /> BOR`-- HOLE DIAMETER BTU-. DEPTH DRILLED J-FT DEPTH TO WATER, INITIAL —FT STATIC <br /> CASING TYPE PVC F480 DIAMETER _ 4 �', SCHEDULE 40 INTERVAL FT TO__s Fl <br /> SCREEN TYPE PVC F460 DIAMETER SLOT SIZE 020 M INTERVAL . 5 FT TO -- 3FT <br /> FILTER PACK TYPE i3 LDNMAR SAHs INTERVAL_ • FT TO 300 FT <br /> SURFACE SEAL TYPE <br /> / INTERVAL 0 FT TO - --4 FT <br /> ..� NOTES <br /> WELL DEPTH PIL SWLE ID USrs SEE DESCREPTIW <br /> ' DETAIL TT.) (PP#0 LDG <br /> ..q <br /> o 0 ASPHALT <br /> 0.�-iL3/IS' FAT CLAY)<]0% SN >857 FNSt VH DRY STRNGTK N-SLY <br /> DLTNC*� NPO) NSTNYEAK HCLTGHNSS REACTMN)VEAK-STEFrM <br /> 2 CEMENTATM <br /> HOMO <br /> 4 <br /> CH <br /> 4 <br /> 6 � <br /> l 6 <br /> 10 — as <br /> t.: g <br /> 1I.5/I5-215/25' LEAN CLAYi (M SNA C5% FHS H DRY STRNG% N-SLY <br /> DLTSCY) H TGHNSS; N PLST) V STIFF]OLIVE GRY) KFA <br /> NST) VEAK HCL REACTION) VENC CEMENTAT104 HCHO <br /> - <br /> 14 yP-VP-w <br /> 16 2ACL <br /> s <br /> 18 <br /> 20 O.L 21.5/25-96.5/30' FAT CLAY) c5Z SN14 >45% FNS; H.DRY STRIIGTH)N DLT)+)- <br /> 10Y) . <br /> . » L3 H-H TGHtSS) H-H PLST)HRDj M I`LV ERN-Dt,:YE GRY) NPQ <br /> 22 NST) VEAK-STRNG HCL REACTION VEAK-M Ot3 <br /> CEHENTATI <br /> TMV HOTTLM COMM VHITE VEINING <br /> E <br /> 24 <br /> 5 26.5/30-3Y ELASTIC SILT;<5'4 SND,•9534 FNS N PRY STRNGTH) SLV <br /> 26 021 CH DLTIICY) L-M TGHMSS)H PLST) HPa DRK YLLV ]RN-GRY <br /> _ 28 1LIVE G" SL PO; MST)N HCL REACTION{ WEAN CEMENTATION <br /> MOTTLED <br /> 28 <br /> VP VPJ-705 <br /> 30 4.0 <br /> � a] 315' LEAH CLAYi<30;C SND) >70r FNS H DRY STRNGTW SLY BLTNCT) <br /> 20 H PtST;,-HPq MST)N HCL REACTIONI WEAK CEMENTATION HONG <br /> 32 2 <br /> o� <br /> 34 Itf <br /> 36 �� RUSSELL W. N� <br /> 1 JUNCAL <br /> - ---- - -- i Y -No. <br /> 40 <br /> 42 <br /> PAGEi_- 3F._L_ <br /> h ms <br /> lIC�� <br /> THE <br /> �L <br /> DU <br /> IT o r or ORIGOA , <br />
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