My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0008428
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WATERLOO
>
4344
>
2900 - Site Mitigation Program
>
PR0541976
>
ARCHIVED REPORTS_XR0008428
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/10/2020 10:33:44 PM
Creation date
7/9/2020 9:38:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008428
RECORD_ID
PR0541976
PE
2960
FACILITY_ID
FA0024090
FACILITY_NAME
CHEVRON FACILITY #9-9840
STREET_NUMBER
4344
STREET_NAME
WATERLOO
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
10102157
CURRENT_STATUS
01
SITE_LOCATION
4344 WATERLOO RD
P_LOCATION
01
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
96
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
WATERLOO ROAD PACIFIC ENVIRONMENTAL GROUP, INC. WELL MW-2 <br /> p 0 OO PAGE 1 OF 3 <br /> PROJECT NO 920-122 1C CLIENT Chevron <br /> 0 a Q n LOGGED BY Dennis M Jones DATE DRILLED 9-22-98 <br /> CARWASH DRILLER MDE LOCATION 4344 Waterloo Rd, Stockton <br /> DRILLING METHOD HSA HOLE DIAMETER 8" <br /> CONVENIENCE SAMPLING METHOD CALMOD HOLE DEPTH 91-112' <br /> STORE CASING TYPE SCH 40 PVC WELL DIAMETER 2" <br /> SLOT SIZE 0 02" WELL DEPTH 75' <br /> GRAVEL PACK RMC#3 SAND CASING STICKUP NONE <br /> z a <br /> WELL a � '- w I LITHOLOGYIREMARKS <br /> COMPLETION N w CL W LU ( J <br /> Z z 0 d W o a � <br /> SOU a dm 0 �- it s W 02 CD7 U5 <br /> CONDUCTOR CASING CREATING A VOID SPACE FROM 0' <br /> 2 TO 18' <br /> 4 <br /> 7 � <br /> � � 6 <br /> C7 <br /> 8 <br /> 10 <br /> 12 <br /> 14 <br /> 16 <br /> 18 <br /> 20 <br /> Dp 0 55 SM SILTLY SAND, yellowish brown, trace clay, 10-15% silt, tine <br /> 22 sand, dense, no product odor <br /> 24 <br /> Dp 0 63+ 26 - @ 25', as above, very dense, no product odor <br /> 28 GM SANDY GRAVEL, yellowish brown, trace clay, 5-10% silt, 20-25 <br /> 000 fine to coarse sand, very dense, no product odor <br /> 000 <br /> Dp 0 72+ 30 o o o ML @ 31', SANDY SILT, yellowish brown, low plasticity, trace clay, <br /> 32 15-20%fine sand, very hard, no product odor <br /> 34 <br /> Dp 0 72+ 36 ML @ 35', as above, no product odor <br /> 38 <br /> Dp 0 72+ 40 ML @ 40', as above, no product odor <br /> o <br /> 0 42 <br /> x c� <br /> 44 <br />
The URL can be used to link to this page
Your browser does not support the video tag.