My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0005998
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
N
>
NAVY
>
2403
>
3500 - Local Oversight Program
>
PR0545603
>
ARCHIVED REPORTS_XR0005998
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/24/2020 12:56:21 AM
Creation date
4/17/2020 1:38:08 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005998
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.
/
74
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 7-14-94 LOGGED BY TOM LUTTERMAN REVIEWED 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 DRLLED 29 FEET DEPTH TO WATER INITIAL � 13 FEET STATIC �12 54 FEET <br /> i 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 Oto-INCH INTERVAL 9 FEET TO 29 FEE, <br /> FILTER PACK TYPE RMC LONESTAR #2/12 SAND INTERVAL 7 FEET TO 29 FET <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FEET TO 7 FEET <br /> COMMENTS NO BLOWCOUNTS COLLECTED DUE TO LIMITED ACCESS DRILL RIG CAPA61LITY <br /> ' P I Sample USCS <br /> D Depth Description Well <br /> No mo Code Const <br /> ' CONCRETE (0 5 FEET} IV V <br /> 2 CH FAT CLAY <5% FN SND PRLY GRDD >95% FNS H-VH DRY STRNGTH v v <br /> N DLTNCY M-H TGHNSS M-H PLST DARK YLLW 8RN-GRY NPO v <br /> N ORGANICS DRY-MST N HCL REACTION WEAK CEMENTATION HOMO v v <br /> i 4 v <br /> KOK- v v <br /> a M55- 6 <br /> i ELASTIC SILT <5- FN-M SND PRLY GRDD >957. FNS L-M DRY STPNGTH <br /> 8 N-S DLTNC" L TGHNSS L PLST DUSKY BRN MODERATE PO N ORGANICS <br /> MST N HCL REACTION WEAK CEMENTATION HOMO <br /> KOK- 10 MH <br /> 30 MW-6- <br /> i 105 - 3 <br /> 12 17 - LEAN CLAY WITH SAND -157 FN-M SND PRLY GRDD ^-85% FNS M DRY L � <br /> STRNGTH N DLTNCY L TGHNSS M PLST DARK YLLW BRN MODERATE PO 1 I <br /> 14 T- N ORGANICAS MST N HCL REACTION WEAK CEMENTATION HOMO <br /> CL <br /> 37 16 <br /> LEAN CLAY - 10% FN SND PRLY GRDD ^-90% FNS M DRY STRNGTH <br /> 18 N-S DLTNCY L TGHNSS M PLST M YLLW 'BRN NPO N ORGANfCS MST <br />' N HCL REACTION WEAK CEMENTATION HOMO <br /> 20 CL <br /> 0 <br /> 22 FAT CLAY <5:o FN SND PRLY GRDD >95% FNS H-VH DRY STRNGTH I <br /> i N DLTNCY M-H TGHNSS M-H PLST PALE YLLW BRN NPO N ORGANICS I <br /> 24 MST N HCL REACTION WEAK CEMENTATION HOMO <br /> a 26 <br />' GH <br /> 0 28 <br /> i30 TOTAL DE°TH - 29 FEE-i <br /> 34 Y <br /> 36 } <br /> i -7C17 f, <br /> 33 , <br /> 40 �'i1-��' <br /> ��►�,�, LOG OF BORING MW-6 <br /> KOK REALTY <br /> Working to Restore Nelurs <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.