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ARCHIVED REPORTS_XR0012190
Environmental Health - Public
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EHD Program Facility Records by Street Name
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W
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WILSON
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102
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012190
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Last modified
7/22/2020 12:23:34 PM
Creation date
7/22/2020 11:28:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012190
RECORD_ID
PR0545890
PE
3526
FACILITY_ID
FA0025958
FACILITY_NAME
ROEK BROTHERS CONSTRUCTION
STREET_NUMBER
102
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15502065
CURRENT_STATUS
02
SITE_LOCATION
102 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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GROLM ZIrRO ANALYSIS LOG OF BORING SB25/VAPOR WELLS VW4 do VW5 <br /> PROJECT K NOWLn—ROEK LOCATION 102 S_ WIL30 WAY_ MCKTON_QA_ PROJECT NO <br /> OATS DRILLED 1240=21t2l LOGGED BY REVIEWED BYRE(:-P. R,HL BG NO. 5D23 <br /> DRILLING COMPANY SPECTRI.Ild EGIGRAWN DRILLER DOUG SHEARERL&M MORTON METHOD HQUAM STEM ARUM <br /> ' BORE HOLE DIAMETER 1Z IN DEPTH DRILLED 60 FT DEPTH TO WATER INITIAL NA EE STATIC __ FT <br /> v � 4 <br /> CASING TYPE C F460 DIAMETER 4 IN SCHEDULE Aa INTERVAL _ a PT TO s0 FT <br /> SCREEN TYPE PYA FM DIAMETER 4 IN SLOT SIZE 0-1C IN INTERVAL 50 I7 TO 60 FT <br /> FILTER PACK TYPE PEA GRAM INTERVAL 46� FT TO sa FT <br /> ' SURFACE SEAL TYPE HEAL CEIENY OVER BEIRONRE INTERVAL 4Z FT TO 4a FT <br /> v <br /> CASING fty%vc F460 DIAMETER 2 IN SCHEDULE 40 INTERVAL D EE TO _ _14- FT <br /> SCREEN TYPE PVC F40D DIAMETER 2 IN SLOT SIZE X10 IN INTERVAL 14 FT TO 42 FT <br /> FILTER PACK TYPE _ -INTERVAL 12 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE TO 42 F7 <br /> O 12 El <br /> COMMENTS aHA WF,L1.._ .__ INTERVAL - O T AGE_!__OF-2_ <br /> E DESCRIPTION <br /> ' DETAIL Ff PPMPlo BLOWSAWUMNT LOU-SG <br /> I <br /> 0-115/15 ELASTIC SILT/LEAN CLAY, 5% FN, SA-5R, PRLY GROD SND, 93X <br /> 2 FNS. M DRY STRNGTH. SLW DLTNCY, M-H TCHNSS, M-H PLST: <br /> V STIFF: ORK YLLW BRN; SL M. MST, WEAK CEMENTATION, <br /> HOMO <br /> 4 <br /> 12 16 <br /> B 1a <br /> 14 <br /> 8 <br /> 10 145 SB26-103' MH/CL <br /> B <br /> 9 <br /> 1 <br /> 112- 0 <br /> 14 11 5/15-41 5' ELASTIC SILT, 5X FN, SA-SR, PRLY GRAD SND, 95X FNS, M <br /> DRY STRNGTH, SLW DI.TNCY. L-M TCHNSS. M-H PLST, STIFF- <br /> S825-15 5' V STIFF, M YLLW BRI: M-STRNG PD. ORY-MST; M-WEAK <br /> 6 CEMENTATION, HOMO <br /> 1600 1a <br /> is 12 <br /> 18 <br /> 2D SR26-20 5' <br /> 3 <br /> >2500 7 <br /> 11 <br /> 22- <br /> 24- <br /> 5925-25 <br /> 2245826-25 3' <br /> 5 <br /> 26 >2 7 MH <br /> 9 <br /> 28 <br /> S826-305. <br /> >2500 10 <br /> 12 <br /> =32- <br /> 34 <br /> >25DO 4 <br /> t 38 6 <br /> 16 <br /> 3$ <br /> ' >ZSOD <br />
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