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2900 - Site Mitigation Program
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PR0508450
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Last modified
5/29/2019 11:33:59 AM
Creation date
5/29/2019 11:23:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0508450
PE
2960
FACILITY_ID
FA0008087
FACILITY_NAME
DDJC-TRACY
STREET_NUMBER
25700
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25207002
CURRENT_STATUS
01
SITE_LOCATION
25700 CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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DDJC-Tracy EW005 Abandonment Work Plan <br /> 1.0 INTRODUCTION 1 to this work plan is a well construction log for <br /> EW005AU. <br /> The purpose of this work plan is to summarize <br /> the activities necessary to perform the 1.2 1999 EW005 Inspection <br /> abandonment of extraction well (EW)005AU, <br /> located along the northern boundary of the 1.2.1 On 12 October 1999,representatives <br /> Defense Distribution San Joaquin(DDJC)- from Radian and Gregg Drilling visited the site <br /> Tracy Site(Figure 1-1). The work performed to determine the best approach to abandon the <br /> will be conducted in accordance with the well. During this visit,the well was sounded <br /> general procedures, specifications, and with a weighted tape to determine the actual <br /> requirements set forth in the DDJC- depth of the well. The attempt to reach the <br /> Sharpe/Tracy Comprehensive Field Work Plan bottom of the well was unsuccessful, with the <br /> — Volume 1 of 2, Version 2.0(Radian measuring tape stopping at a depth of <br /> International, 1998a). Also included in this approximately 37 feet bgs. <br /> EW005AU abandonment work plan is a <br /> summary of a previous abandonment attempt, a 1.2.2 During the 12 October visit to the site, <br /> recent inspection, and an attempted video survey several items that raise logistical concerns were <br /> of EW005AU. Currently planned abandonment noted. Overhead utilities are located directly <br /> activities are discussed in Section 2.0. These above the former extraction well. The well is <br /> include pump removal and well abandonment by also located adjacent to the concrete drainage <br /> pressure grouting;if pump removal is not canal that runs along the northern boundary of <br /> possible, abandonment will be accomplished by the DDJC-Tracy facility. The canal wall is <br /> overdrilling and grouting. Both of these approximately 4 inches away from the well <br /> abandonment options are described below. casing,making it difficult to overdrill the well <br /> without causing damage to the concrete. It will <br /> 1.1 1998 EW005 Abandonment also be necessary to place steel plating over the <br /> Attempt canal to allow drill rig access. The well cannot <br /> be accessed for pump removal and overdrilling <br /> 1.1.1 Abandonment of EW005AU was unless the security fence along the north <br /> attempted by Radian International(Radian) and boundary of the depot property is temporarily <br /> Gregg Drilling in April of 1998. During the removed during the abandonment effort. <br /> abandonment effort, an unsuccessful attempt <br /> was made to remove the pump from the well. It 1.3 1999 EW005 Video Survey <br /> was concluded that there may have been well- Attempt <br /> casing collapse because the pump could not be <br /> retrieved. A summary of these activities is 1.3.1 A downhole video survey of EW005AU <br /> documented in a Radian memorandum dated was attempted on 18 November 1999 to <br /> 1 May 1998 (Radian International, 1998b). determine the position of the pump in the well <br /> and the condition of the well casing. The video <br /> 1.1.2 Review of well construction records for survey,however, was unsuccessful because the <br /> EW005 indicated the well was located in a camera would not fit in the well with the pump <br /> 4-foot by 4-foot vault, constructed below ground and drop pipe. A smaller camera was not <br /> surface(bgs). Well construction consisted of a available to insert into the well for the video <br /> 6-inch diameter PVC-cased well to a depth of 20 survey; therefore, no video survey was <br /> feet bgs. A 6-inch diameter stainless steel screen completed. <br /> is in place from 20 to 40 feet. There is a 5-foot <br /> collar with blank casing 40 to 45 feet from the <br /> base of the vault. The total depth of the borehole <br /> drilled for the well was 51 feet bgs. Attachment <br /> ABNDNMNT.DOC I February 2000 <br />
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