My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0006007
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
NAVY
>
2403
>
3500 - Local Oversight Program
>
PR0545603
>
ARCHIVED REPORTS_XR0006007
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/24/2020 1:05:22 AM
Creation date
4/17/2020 1:50:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006007
RECORD_ID
PR0545603
PE
3528
FACILITY_ID
FA0006095
FACILITY_NAME
PETERSON MFG
STREET_NUMBER
2403
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
2403 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
47
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
' DATE DRILLED 7-13-94 LOGGED BY TQMMAN REVIEWED CUTTER EVIE ED BY GREG P STAHL RG NO 5023 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER JOHN SUMP METHOD HOLLOW STEM AUGER <br /> ' BORE HOLE DIAMETER 8 INCHES DEPTH DRILLED 28 FEET DEPTH TO WATER INITIAL —1.3 FEET STATIC —1.308 FEET <br /> CASING TYPE PVC DIAMETER 2 INCHES SCHEDULE 40 INTERVAL 0 FEET TO 9 FEET <br /> SCREEN TYPE 8 FEET DIAMETER 2 INCHES SLOT SIZE 0 010—INCH INTERVAL 9 FEET TO 29 FEET <br /> FILTER PACK TYPE RMC LONESTAR 12/12 SAND INTERVAL 7 FEET TO 29 FEET <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FEET TO 7 FEET <br /> COMMENTS <br /> P l D Sample USCS <br /> o Depth Code Description Well <br /> Na m Code Const <br /> CONCRETE (0 4 FEET) <br /> 2 MH ELASTIC SILT <10% FN SND SA—SR PRLY GRDD >90% FNS M DRY STRNGTH v v <br /> N DLTNCY M TGHNSS L—M PLST M STIFF—STIFF DUSKY YLLW BRN NPO 7v 7v <br /> N ORGANICS DRY N HCL REACTION WEAK CEMENTATION MOTTLED v v <br /> 4 <br /> KOK— s <br /> V , v <br /> 0 M55_ e 6 <br /> ELASTIC SILT <10% F SND PRLY GRDD, >90%. FNS L—M DRY STRNGTH N—S <br /> 8 DLTNCY L TGHNSS L PLST M STIFF—STIFF DARK YLLW BRN NPO <br /> NO ORGANICS MST—WET N HCL REACTION WEAK CEMENTATION, HOMO <br /> 1KOK— 3 10 MH <br /> 0 MS 4 <br /> O <br /> 0 12 _0 V <br /> 14 <br /> 4 — <br /> 0 6a 16 <br /> CLAYEY SAND 55% FN—M SND SA--SR PRLY GRDD LS 45% FNS, L—M DRY <br /> 18 STRNGTH, L TGHNSS L—M PLST M BRN— DARK YLLW SRN NPO <br /> N ORGANICS WEAK CEMENTATION HOMO <br /> SC SANDY SILT, 40% FN—M SND SA—SR, PRLY GRDD 60% FNS S DLTNCY <br /> 1 20 L TGHNSS, L PLST SFT, M BRN NPO N ORGANICS WET, N HCL REACTION, <br /> 0 i WEAK CEMENTATION HOMO <br /> 22 ML LEAN CLAY <5% FN SND PRLY GRDD >95% FNS, H—VH DRY STRNGTH, <br /> N DLTNCY M—H TGHNSS M—H PLST, STIFF PALE YLLW BRN NPO, <br /> 24 N ORGANICS, MST, N HCL REACTION, WEAK CEMENTATION HOMO <br /> 1 <br /> 0 e 26 CH <br /> 4 28 <br /> 0 <br /> 30 TOTAL DEPTH = 29 FEET ED GAO` <br /> 32 �0' <br /> 34 4 GRE ORY P. <br /> 36 ho. 5G23 ¢� <br /> 38 <br /> 0; <br /> 40 <br /> '0'0'104"L_� <br /> MPW sAIMALAF,M LOG OF BORING MW-5 <br /> � s <br /> t-�/�'A KOK REALTY <br /> Working to Restore Nature <br /> 2403 WEST NAVY DRIVE <br /> PROJECT: 150091.01 STOCKTON, CALIFORNIA <br />
The URL can be used to link to this page
Your browser does not support the video tag.