My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
0
>
2900 - Site Mitigation Program
>
PR0505070
>
SITE INFORMATION AND CORRESPONDENCE
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/17/2020 5:16:15 PM
Creation date
1/17/2020 3:34:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0505070
PE
2960
FACILITY_ID
FA0006510
FACILITY_NAME
CHEVRON PIPELINE
STREET_NUMBER
0
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
214-020-10
CURRENT_STATUS
01
SITE_LOCATION
GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
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.
/
277
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
Y b <br /> Christy box <br /> Ground surface <br /> 0 <br /> Neat cement <br /> Volclay seal: <br /> 5 . <br /> 6-inch layer of bentonite <br /> Static water level ;; chips or pellets <br /> 17 ' <br /> •` flinch-diameter 0.030-inch slot <br /> 10 - •: :, schedule 40 circum-slot screen <br /> Target dewatering <br /> m level. <br /> Lonestar 8 mesh sand <br /> lT-- 01 ' <br /> w Approximate pump ±` 10-inch-diameter boring <br /> 015 intake level <br /> 4-inch-diameter, schedule 40 <br /> 1 a. c• screen, possibly 0.020-inch slot <br /> circum-slot screen <br /> 20 '' Filter pack likely Lonestar#2/16 <br /> =" (to be determined after drilling) <br /> 23' End cap <br /> 25 Total depth <br /> 25 feet <br /> Notes: <br /> 1).Wells will have either screen or blank casing between <br /> 18 and 23 feet, depending on stratigraphy. <br /> 2) Surface completion details will depend on extraction <br /> system design. <br /> PRELIMINARY SOIL VAPOR AND . Figure <br /> GROUNDWATER EXTRACTION WELL DESIGN 2 <br /> OEOMATRIX - Corral Hollow and Grant Line Road ?ro,ect No. <br /> Tracy, California 3958 <br /> >.sse.co, <br />
The URL can be used to link to this page
Your browser does not support the video tag.