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ARCHIVED REPORTS_XR0012190
EnvironmentalHealth
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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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Entry Properties
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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EHD - Public
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6 <br /> i <br /> GROLIM ZERO ANALYSIS LOG OF BORING SB25/VAPOR WELL VW6 <br /> PROJECT KkNfflJM== LOCATION 102 S. WILSON WAY, STOCKTON CA- ----- - PROJECT ND _ 9'S-OQR <br /> DATE DRILLED 101061" LOGGED BY LOIS FRANTZ REVIEWED BY Q@EQ P. STAHL RQ-NQ. sols <br /> DRILLING COMPANY 3PECIRLIM DRILLER DOW SHEARLR/RANDY HORTON METHOD <br /> BORE HOLE DIAMETER 10 DI DEPTH DRILLED - 60 FT DEPTH TO WATER INITIAL NA ET STATIC � FT <br /> CASING TYPE PVC F480 DIAMETER _ 4 IN SCHEDULE 40 INTERVAL 0- - M TO 30 FT <br /> SCREEN TYPE PVC F480 DIAMETER 4 _lit- SLOT SIZE - 0.10 IN, INTERVAL 30 FT TO 60 FT <br /> ' FILTER PACK TYPE PEA MAVEL INTERVAL 28 --- r TO 60 FT <br /> SURFACE SEAL TYPE NUT CEMW On &WON11L INTERVAL O FT TD r <br /> COMMENTS PAGE I OF-2- <br /> DEPTH plo SAMPLE 10 U.S C <br /> F-2 - <br /> SC <br /> I DETAIL <br /> LOG Fi PPI! KammKammDESCRIFiLON <br /> Z 0-11 5/15' ELASTIC SILT/LEAN CLAY, 5X FTI, SA-SII, PRLY CROD SND, <br /> 9771 FN% M-H DRY STRNGTN, N-SLW OLTNCY. M-H TCHNSS, <br /> M-H PLAT, STIFF, ON-KK, NPO, M-MST: WEAK CEMENT- <br /> 4 ATM, HOMO: CoM <br /> O MH/CL <br /> 3 <br /> 8 5 <br /> e <br /> a <br /> 10 O 8925-10.8' <br /> 1s <br /> 12 <br /> 1s <br /> 12 <br /> I <br /> 14 115/15-26 ELASTIC SILT. 5X FN. SA-SR. PRLY CRDO SND, 95X FNS. <br /> M DRY STRNGTH, N-SLW OLTNCY, L-M TCHNSS, M-H PLST, <br /> 4 STIFF. DRY-4037. WEAK CEMENTATION. HOMO, YLLW 00. <br /> 16- 8 N-SL PO <br /> 4 <br /> 16 <br /> MH <br /> 20 61 911125-20 <br /> 4 <br /> T <br /> 12 <br /> 22 <br /> 24 <br /> 71 3 <br /> 28 12 F 26-26 5/30' POORLY GRADED SANS 93X FN-M, SA-SR, PRLY GRDD SNDI <br /> 20 M DNS. 5% FNS: CRY Wft M PO; DRY-MST. WEAK <br /> SP CEMENTATION, HDMD <br /> 28 26 5/30-31 5/33' ELASTIC SILT, 1 OX FN. SA-SR. PRLY CRDD SND, 90X FNS, <br /> CTH <br /> M DRY STRN , SLW DLTNCY, L-M TGHNSS, M-H PLST: <br /> STIFF-V STIFF, YLLW BRW: M-STRNG PO; MST: M CEMENT- <br /> , SB26-30 5' ATION, HOMO <br /> 30— >2500 4 <br /> 12 MH <br /> 15 i <br /> 32 <br /> 34 31 3/35-41 5' SILTY SAND; 85X FN-M, SA-SR. PRLY ORDD SND; M DNS; <br /> 15X FMS„ YLLW BONY M-STW O PO, MST, M CEMENTATION; <br /> >25013 4 HOMO <br /> 38 6 <br /> 9 <br /> SM <br /> 3a <br /> 40 >2500 <br />
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