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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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r� rw ' <br /> - � <br /> w <br /> WATERWORK <br /> I�EL1�1B0RlNO LOG <br /> PROJECT VESER POINT LOCATION 111!>IOS S PR[LJECT NO <br /> VELL/BORING NEL VP2 SURFACE ELEVATIONAPPROxT!sATEt'f TI F1 WELLHEAD ELEVATION MS R <br /> DATE DRILLED -1/09/91 REVIEVEI) BY O1 , LOGGED BY <br /> GIORGI <br /> DRILLING COMPANY ..�PEV"Q7LORATIOM—_ DRILLER TEM MEFEY METHOD S10' <br /> R - <br /> BORE HOLE DIAlIETER <br /> SO -IiL DEPTH DRILLED SFT DEPTH TO WATER INITIAL EX STATIC FT <br /> _ CASING TYPE PvC_F420 DIAMETER SCHEDULE 40 INTERVAL 0 FT To FT <br /> SCREEN TYPE PVC F4B0 DIAMETER ,�� SLJ3T SIZE <br /> 0420 IN INTERVAL_. 5 FT TO 30 FT <br /> _ FILTER PACK TYPE _s3 7A,Q_SAND INTERVAL. 4 Fs TO <br /> SURFACE SEAL TYPE INTERVAL TO 4 <br /> NOTES - — <br /> VELL DEM P1D 3AMPLE ID L°S.G, SOIL DESCRIPTION <br /> DETAIL (FT3 (PPM) LOG <br /> U 0-3' ASPHALT <br /> w, 3',7• GRAVEL <br /> 7'-L' ASPHALT <br /> r 2 1-)LS/L5' FAT CLAY; 514 SN7L 95% FNS; VH DRY STRNGTH N DLTNCYI <br /> N TCWSSs H PLSTI STIFFi M YLLV BRNI SL PA MITI WEAK <br /> W 4 HCL REACTION WEAK CEMENTATIMA HOMO <br /> i <br /> 6 0 CHg <br /> w 8 <br /> - 10 II.5/I5-I6.5/2W LEAN CLAY[ LITI SNI; 90% FNS; H DRY STI.N,'m SLV D-TNCYI <br /> L5 6 M TGHNSSt M PLSTJ STIFF) DRK YLLV BRNI SL-N P(k MST, <br /> WEAK HCL REACTION VEAK CEMSNTFTION MCM31 CCI-kqM <br /> iin: <br /> .— <br /> 12 8 VHITE VEINING <br /> 14 . w <br /> L5 vrz I6' <br /> �.. 7 <br /> - 16 CL <br /> g 16.3/20-G15/25' SOS iULGFNS�EH DNSn DRK YLLV BRN SL PQ MST) I "CL D0 <br /> SS REACTIDNt WEAK CEMENTATI@L HOMO <br /> MIN <br /> 2(1 <br /> r ± 0 IS SP-SH <br /> 2L5/25-2&5/30' FAT CLAY.i 5'L SNDp 95% FNSI VM DRY STRNGTH N-SLV <br /> ' DLTNCYI 11-H TGHNSSI M PLSTI V STIFFI ORK TLLV ERN-LT <br /> OLIVE GP.YI SL PM XSTJ N HCL REACT![N; VEAK-M <br /> CEMENTAT134 MA'TTLED ; <br /> r., 24 <br /> 7 7 <br /> cm <br /> 26 10 26.5/30-31.5' SILTY SANDi :D7. SR-k, FN-K PREY GRDU SNA 30%FNSi M <br /> DNS; LT (LIVE GRYI SL PI4 XSTI WEAK HCL REACTIM <br /> F--- VEAK CEMENTAY:QW SLTY MOTTLED _ <br /> 28 <br /> - - � 3O VF-YPZ- SM - <br /> 0.8 <br /> 22 FtED CF <br /> 32 <br /> 24 RUSSELL W, N+� <br /> JUNCAL <br /> 36 No.3864 {c <br /> 36 <br /> _ 4OF CALtE�� <br /> 0 ` <br /> 42 <br /> PAGE 1 OF <br /> THIS - <br /> • v rrR <br /> ' ORIGINAI, <br /> CONDITION �I" THE <br />
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