My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CHARTER
>
441
>
2900 - Site Mitigation Program
>
PR0544208
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/1/2019 4:06:21 PM
Creation date
3/1/2019 3:57:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0544208
PE
2957
FACILITY_ID
FA0003628
FACILITY_NAME
ARCO STATION #2168*
STREET_NUMBER
441
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
14707607
CURRENT_STATUS
02
SITE_LOCATION
441 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
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
US <br /> Ms.Lori Duncan,REHS <br /> February 17,2006 <br /> Page 2 <br /> samples will be collected at 5-foot intervals during the drilling of the boring using a modified California <br /> split-spoon sampler. Soil samples will be used for lithology and screened with a photoionization <br /> detector (PID) for laboratory analysis. At least one soil sample from the boring will be submitted for <br /> laboratory analysis. A URS geologist will log the soils according to the Unified Soil Classification <br /> System. Total depth for the proposed monitoring well will be approximately 33-feet bgs. Depth to first <br /> water is approximately 22.5 feet bgs. <br /> The monitoring well will be constructed using 2-inch OD, schedule-40, flush-threaded poly-vinyl <br /> chloride (PVC) well casing. The well will be constructed with 15 feet of 0.020-inch slot screen set <br /> across the water table, so that 10-feet of screen is submerged below the water. A Monterey No. 3 silica <br /> sand filter pack(sand), or equivalent, will be installed from 6 inches below to 3 feet above the screen. A <br /> 2-foot bentonite seal will be installed atop the sand, and grout will fill the remaining annular space to <br /> the surface. The monitoring well will be completed at the surface with a traffic-rated flush-mount well <br /> box set in concrete. The exact screen interval will be determined in the field by the URS geologist. Well <br /> completion details will be presented on the boring log. <br /> A minimum of 72 hours after installation, the monitoring well will be developed by rigorously surging <br /> over the length of the screen interval and by purging a minimum of 10 casing volumes of water from the <br /> well. Sampling of the well will be conducted during the scheduled quarterly event. <br /> If you have any questions or comments regarding this workplan, please call Mr. Vernon Elarth at (916) <br /> 679-2299. <br /> Sincerely, RED GE0�0 <br /> URS Corporation Americas ?AUL F�9 Q/. <br /> /k_ No. 12 < <br /> Margaret Hogaboom * EXp' 131 Vernon Elarth,R.G. <br /> Staff Geologist &I � Project Manager <br /> Attachments: Sheet 1, Site Plan 14 OF CAL <br /> cc: Mr. Don Pratt,Atlantic Richfield Company <br /> Mr. James Barton, CVRWQCB <br /> Mr. Bill Halverson,Property Owner <br /> Mr.Monty Zorb,RZ Carwashes,LLC. 7808 Kelley Drive, Suite F, Stockton, CA 95207 <br /> Project File <br /> KAWpmcessUS BP ARCM0216812005 System Installation\SVE-AS SyslnsWP Addendum IB.doc <br />
The URL can be used to link to this page
Your browser does not support the video tag.