My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SCHULTE
>
14700
>
2900 - Site Mitigation Program
>
PR0542399
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/18/2020 2:17:32 PM
Creation date
5/18/2020 2:16:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0542399
PE
2960
FACILITY_ID
FA0024361
FACILITY_NAME
OWENS-BROCKWAY GLASS CONTAINER INC
STREET_NUMBER
14700
STREET_NAME
SCHULTE
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
209240024
CURRENT_STATUS
01
SITE_LOCATION
14700 SCHULTE RD
P_LOCATION
03
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.
/
13
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
PLATE 3 <br /> Proposed Well Construction MW-5R <br /> 2-inch Diameter Schedule 40 PVC <br /> Owens-Brockway Glass Container,Inc. <br /> Tracy, California, <br /> Wellhead will be a <br /> locking traffic grade Well annulus <br /> flush-mounted box will be sealed <br /> A minimum of 2 feet <br /> bentonite pellets above <br /> the sand <br /> Well Construction Discussion <br /> #2/16 sand brought CKG reviewed the well log from <br /> at least 2 feet above the original MW-5. Lithology <br /> alternates between sands and <br /> screen gravels and silty clay. The well <br /> was constructed with 0.020 inch <br /> slotted screen and#2/12 sand <br /> and performed well for 17 years. <br /> Proposed Well Construction CKG will duplicate this well <br /> • Depth to water 73-78+ feet below construction for MW-5R. <br /> ground surface <br /> • Total depth of well 85 feet <br /> • Well screen 20 feet <br /> • Screen sized at 0.02 based on fine <br /> sand and gravelly nature of <br /> subsurface material (as observed in <br /> MW-5) Screen interval will be <br /> • Sand filling annular space to a depth 20 feet <br /> of a minimum of 2 feet above the <br /> screen. <br /> • Sand size 2/16 which provides a <br /> wide range so that fines can be <br /> screened while allowing good flow. Depth togroundwater <br /> • Bentonite pellet seal, minimum of anticipated to be 73-78+ <br /> two feet above the top of sand feet below ground <br /> • Cement seal from top of bentonite surface <br /> to ground surface <br /> • Well finished in a locking traffic <br /> grade well box marked "monitoring <br /> well" <br /> • Ground surface sloped away from Total depth= 85 feet with cap <br /> the well. on the bottom <br /> Not to scale <br />
The URL can be used to link to this page
Your browser does not support the video tag.