My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
COMPLIANCE INFO_PRE 2019
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHURCH
>
800
>
2300 - Underground Storage Tank Program
>
PR0231063
>
COMPLIANCE INFO_PRE 2019
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/1/2020 11:52:24 AM
Creation date
11/8/2018 10:24:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0231063
PE
2381
FACILITY_ID
FA0002715
FACILITY_NAME
NEWARK RECYCLED FIBERS
STREET_NUMBER
800
Direction
W
STREET_NAME
CHURCH
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14523004
CURRENT_STATUS
02
SITE_LOCATION
800 W CHURCH ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Supplemental fields
FilePath
\MIGRATIONS3\C\CHURCH\800\PR0231063\COMPLIANCE INFO PRE 2016.PDF
QuestysFileName
COMPLIANCE INFO PRE 2016
QuestysRecordDate
9/2/2015 9:31:08 PM
QuestysRecordID
135920
QuestysRecordType
12
QuestysStateID
1
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
681
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
AMERICAN EMaRONMENTAL MANAGEMENT Cb"IPORATION <br /> Project -Nywark Sierra Job No. 81051 Boring PL-8 Sheet 1 of 1 <br /> Date Started 7/6/90 at 1145 Completed 7/6/90 at 1220 Surface Elevation <br /> Total Depth 11.5 feet Location Next to pipeline on loading dock. <br /> Logged By Mike Steohens Drilled By B & F Drilling <br /> Remarks Drilled at 30° angle. SS = California Modified Solit Spoon Sampler <br /> E F D F SAMPLE G L <br /> L E E E T N B P D R T R R O <br /> E E P E Y U L E E A I E A G <br /> V T T T P M 0 R P N P C P SAMPLE DESCRIPTION <br /> A H E B W T G O H <br /> T E S 6 H E v I <br /> I R E C <br /> 0 1 (ft) R <br /> N I I N Y <br /> r l'of concrete and AS gravel. <br /> 1 1-5' gjAY,some fine sand,medium to high plasticity,soft,very moist/saturated, <br /> brown (10YR4/2), (CL/CH). <br /> 2 <br /> — 3 <br /> 5 5.7' Color changes to gray(N3). <br /> 7 7.11.5' Color changes to brown (10YR4/2). <br /> 6 <br /> g <br /> 10 Some gray mottling. <br /> 9 <br /> 11 SS PL-8A = 11- 100% <br /> 12 11.5' End of boring. <br /> — 13 <br /> L- <br /> — 14 <br /> — 15 <br /> — 16 <br /> — 17 <br /> — 19 <br /> — 20 <br /> 21 <br /> — 22 <br /> 23 <br /> 24 <br /> 25 <br />
The URL can be used to link to this page
Your browser does not support the video tag.