My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0084935 (3)
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
F
>
FREMONT
>
2050
>
2900 - Site Mitigation Program
>
SR0084935 (3)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/14/2022 1:05:10 PM
Creation date
10/14/2022 1:01:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
SR0084935
PE
2903
FACILITY_ID
FA0025903
FACILITY_NAME
APACHE PLASTICS
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
15313003
ENTERED_DATE
3/2/2022 12:00:00 AM
SITE_LOCATION
2050 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\tsok
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
14
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
Well Destruction Work Plan <br /> FORMER APACHE PLASTICS <br /> 2050 Fremont Street, Stockton, California <br /> 1.0. INTRODUCTION <br /> At the request of Mr. Bill Stoermer of Fremont Plaza Investments, AdvancedGeo, Inc. <br /> (AGI) has prepared this Well Destruction Work Plan (Work Plan) for the destruction of a <br /> total of four (4) groundwater monitoring/remediation wells (MW-24, IW-3, VEW-2, and <br /> EW-1) at 2050 East Fremont Street, Stockton, California (site). The groundwater <br /> monitoring wells, and remediation wells are single-completed with 2-inch and 4-inch <br /> diameter well casings in 8-inch and 10-inch diameter boreholes. The site and the <br /> surrounding area are illustrated in Figure 1 . Structures, soil borings and well locations are <br /> illustrated in Figure 2. Well construction details are summarized in Table 1. <br /> This Work Plan provides procedures for the destruction of all groundwater monitoring and <br /> remediation wells that will interfere with construction activities at the site. Wells MW-24, <br /> IW-3, and VEW-2 will be destroyed by over-drilling methods and well EW-1 will be <br /> destroyed using explosives. All well destructions will be performed in accordance with <br /> San Joaquin County Well Standards. This Work Plan was developed in preparation for <br /> construction activities at the site. <br /> 2.0. PROCEDURES <br /> As required, a health and safety plan will be prepared in accordance with Occupational <br /> Safety and Health Guidance Manual for Hazardous Waste Site Activities (National <br /> Institute for Occupational Safety and Health Administration, U.S. Coast Guard and U.S. <br /> Environmental Protection Agency, 1985). Prior to drilling activities, each proposed drilling <br /> location will be clearly marked, and utility clearance obtained through Underground <br /> Service Alert. Well abandonment/destruction permits will be obtained from the San <br /> Joaquin County Environmental Health Department (EHD); additionally, the EHD will be <br /> notified a minimum of 48-hours prior to commencement of well destruction activities. <br /> Prior to well destruction activities, all wells will be checked for total depth and well integrity <br /> using a Solinst water level meter. Any obstructions found in the wells will be removed. <br /> AGI proposes to destroy wells MW-24, IW-3, and VEW-2 by over-drilling. The wells will <br /> be drilled-out to the total depth of the wells utilizing a hollow-stem auger drill rig equipped <br /> with 8.25-inch diameter augers. All original well construction materials will be removed <br /> (including well casing, screen, filter pack, and annular seal) by the drill rig to ensure that <br /> no residual contamination is sealed within the abandoned borehole and a vertical conduit <br /> does not remain. The borings will be completely backfilled to surface grade with a cement <br /> grout mixture (Portland type II) and finished at the surface with native soil or concrete to <br /> match the existing surface. The grout mixture will consist of a ratio of not more than six <br /> gallons of water for every 94-pound sack of Portland type 11 cement. The drill rig hollow <br />
The URL can be used to link to this page
Your browser does not support the video tag.