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TILLIE LEWIS
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2900 - Site Mitigation Program
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PR0545732
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Last modified
7/10/2020 6:28:08 PM
Creation date
7/10/2020 2:32:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545732
PE
2960
FACILITY_ID
FA0010163
FACILITY_NAME
JAGUAR HEAVEN AUTO DISMANTLERS
STREET_NUMBER
1433
STREET_NAME
TILLIE LEWIS
STREET_TYPE
DR
City
STOCKTON
Zip
95206-1120
APN
16335002
CURRENT_STATUS
02
SITE_LOCATION
1433 TILLIE LEWIS DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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j <br /> MAY 21 '90 12:26 ACI EF"'-YL.IE P.2/4 <br /> w <br /> Applied Geotechnology Inc. <br /> May 21, 1980 <br /> 14,937,039 <br /> Ms. Eleanor Ratliff <br /> Environmental Health Permit/Services <br /> San Joaquin Local Health District <br /> 1601 .East Hazelton Avenue A nn <br /> Stockton, California 95201 MAY II f9Sv <br /> Dear Ms. Ratliff: CN IRONM NT IHEES HPERMEALTH <br /> Work Plan Addendum <br /> Environmental Audit <br /> 1433 Tillie Lewis Drive <br /> Stockton, California <br /> Pursuant to our May 18, 1990 discussion, this letter presents the additional <br /> information you required to issue a monitor well installation permit for the <br /> referenced project. Specifically, we provide herein a groundwater monitor <br /> well completion procedure and diagram, and a description of monitor well and <br /> existing well point abandonment procedures. <br /> WELL. CONSTRUCTION <br /> We propose to install two groundwater monitor wells to a maximum depth of 20 <br /> faet. Wells will be screened us described in our April 17, 1990 Work Plan, <br /> and depicted on Figure 1, Proposed Monitor Well Completion Diagram, A sand <br /> filter pack will be placed from about 4 inches below to 24 inches above the <br /> top of the well screen. A minimum 1-foot thick bentonite pellet seal will <br /> be placed above the sand pack. The bentonite will be hydrated with potable <br /> water. <br /> A 9--sack neat cement grout containing a maxi'mtwi of S percent bentonite will <br /> extend from the bentonite seal to about 1 foot below ground surface (bgs). <br /> A locking anchor vault will be placed over the well casing and secured into <br /> place with concrete. The ground Surface will be graded away from the vault <br /> for drainage. <br /> MONITOR WELL AND EXISTING DRIVE WELL ABANDONMENT <br /> Existing well points and new monitor wells will be abandoned upon completion <br /> of the investigation. The abandonment procedure will be documented by an <br /> engineer or hydrogeologist during implementation and reported &s required to <br /> the San Joaquin Local Health District. <br /> F.C. Box 3885 Bellevue,ViA 98009 FAX 206/646-9523 Telepnone 206/453-8383 <br />
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