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ARCHIVED REPORTS_XR0005260
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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M
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MARIPOSA
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2431
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3500 - Local Oversight Program
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PR0545532
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ARCHIVED REPORTS_XR0005260
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Entry Properties
Last modified
3/13/2020 2:05:26 AM
Creation date
3/12/2020 11:43:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005260
RECORD_ID
PR0545532
PE
3528
FACILITY_ID
FA0022329
FACILITY_NAME
BLINCO TRUCKING
STREET_NUMBER
2431
Direction
E
STREET_NAME
MARIPOSA
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
17130003
CURRENT_STATUS
02
SITE_LOCATION
2431 E MARIPOSA RD
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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1 <br /> WATERWORK <br /> 16 WELL/BORING LOG <br /> PROJECT DJJ-STOCKTON LOCATION 843L E MARIPOSA ROAD, STUCKTON, CA PROJECT NO 60290-1 <br /> ' WELL/PORING ND ASB-. SURFACE ELEVATION NS E7 WELLHEAD ELEVATION Ns FT <br /> DATE DRILLED 06-15-90 RE VIEWED HY RUSSELL JUNCAL RG 3864 LOGGED DY JOHN LANE <br /> DRILLING COMPANY SPECTRUM EXPLORATICN, INC DRILLER RAY LIVINGSTON METHODHOLLOW STEM AUGER <br /> BORE HOLE DIAMETER _ 8 IN DEPTH DRILLED 20 F7 DEPTH TO WATER- INITIAL. FT STATIC _ FT <br /> ' CASING TYPE DIAMETER IN SCHEDULE INTERVAL FZ To F <br /> SCREEN TYPE DIAMETER -IN SLOT SIZE IN INTERVAL FT TO �I <br /> FILTER PACK TYPE INTERVAL FT TO FT <br /> SURFACE SEAL TYPE 5 SACK CONCRETE INTERVAL - 0 FT TO 215 FT <br /> ' MITES ANGLE BORING AT 45. TO VERTICAL <br /> WELL DEPTH PID SAMPLE ID USG SOIL DESCRIPTION <br /> DETAIL (FT) (PPM) BLOWCOUNI LOG <br /> 0 0-5' ASPHALT <br /> t 2 5-3/5' GRAVELLY FILL <br /> GP <br /> 3/5-8/95' LEAN CLAYi <57 SNDi N GRVLj N CSBL, >95/ FNS, H DRY STRNGTH, <br /> 4 SLW DLTNCY M TGHNSS M PLST, SFT-FRH BRN-SLK, SL P❑ ORG, <br /> 14 MST, N HCL REACTION, WEAK CEMENTATION. HOMO <br /> ' 6 CL <br /> 8 8/95-155' LEAN CLAY, <57 SNDI N GRVLi N CBBL >95d FNS, M-H DRY STRNGTH <br /> ' <br /> 26 SLW DLTNCY, M TGHNSS M PLST SFT-FRM, M-DRK YLLW-BRN, NPO <br /> 10 N 13111 DRY-MST, N NCL REACTION, WEAK CEMENTATION, HOMO. SLIGHT <br /> COLOR VARIATIONS <br /> 291 ASB-I-A <br /> 12 CL <br /> 14 <br /> ' 16 86 ASB-I-15 ' l5 5-24 5' NILTY CBBL 20 SAND, <br /> 30% FNS, L DR70-90/ Y STRNGTH•R DLTNCY,L TGHNSSN GRVLj <br /> N PLST <br /> LS, OLIVE GRY, M PO, N ORG, MST, N HCL REACTION, WEAK CEMENT- <br /> 18 SH ATION, BLOCKY <br /> ' 20 205-215' LEAN CLAY, <57 SNDi N GRVL N CBBL >956 FNS, H DRY STRNGTH, <br /> 194 L ASH-1 21 CL SLV DLTNCY, M TGHNSS, M PLST, SFT, LT OLIVE PRN, M PO, TR CRG, <br /> 22 MST, N HCL REACTION, WEAK CEMENTATION, HOMO <br /> ' 24 <br /> 26 <br /> ' 28 <br /> 30GFOz <br /> ' 3 2 ¢wQ °Q <br /> RUSSELL W -+1 <br /> 34 JUNCAL <br /> * No 3864 *l <br /> 36 <br /> 40 <br /> 42 <br /> ' PAGE = CIF <br />
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