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2900 - Site Mitigation Program
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Last modified
11/7/2019 11:22:52 AM
Creation date
11/7/2019 11:20:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0506374
PE
2960
FACILITY_ID
FA0007376
FACILITY_NAME
LUCKY STORE
STREET_NUMBER
610
Direction
W
STREET_NAME
LODI
STREET_TYPE
AVE
City
LODI
Zip
95240
CURRENT_STATUS
01
SITE_LOCATION
610 W LODI AVE
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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ANDERSO• • <br /> CONSULTING <br /> GROUP RECEIVEo <br /> JUL 3 0 +^ryy <br /> ENVIRONAAj. <br /> Geotechnical and File No. 2499-47 f L;civ., <br /> Emironmenlal 29 Jul 1991 <br /> Engineering y <br /> Solid Waste <br /> Management <br /> Waste Reduction Waterbury Properties <br /> and Recycling 101 Ygnacio Valley Road Suite 303 <br /> Walnut Creek, CA 94596 <br /> Attn: John Waterbury <br /> Subject: Lucky Market Addition <br /> West Lodi Avenue <br /> Lodi, California <br /> SUBSURFACE INVESTIGATION <br /> Dear Mr. Waterbury: <br /> This letter summarizes the results of our soil sampling and analyses for the <br /> investigation of the West Lodi Avenue Property in Lodi, California. Our work was <br /> performed under your verbal authorization of 23 July 1991. <br /> t r FIELD INVESTIGATION <br /> The field work was conducted on 23 July 1991. When ACG arrived at the site, the <br /> area of the thickened slab had been excavated, the sumps had been removed, and the <br /> foundation of the Chinese restaurant had been excavated. Our observations of each <br /> area follows. <br /> Thickened Slab. A geophysical survey of the site in May 1990 noted two areas in <br /> which underground storage tanks may have been abandoned in place. During the <br /> previous investigation, both areas were excavated. The larger anamoly was found to <br /> 631 Commerce Drive be a buried mechanic's pit, part of the maintenance building. The second, smaller <br /> Roseville,CA 95678-6431 anomoly was found to be a 1. foot thick section of reinforced concrete which could <br /> not be broken by the backhoe equipement. The thickened concrete slal�as <br /> 916.969.8883 excavated in this investigation to examine the soil conditions beneath the slab. O"�*•2.y <br /> 916.786.8883 ""�S <br /> We discussed the work which had transpired prior to our arrival with Doug from <br /> Fax 916.786.7891 Nordby Construction. He informed us that the thickened slab observed near the <br /> mechanic's pit was found to be two feet in width. The slab encircled the mechanic's <br /> pit, indicating it may have served as a footing. The area beneath the footing had <br /> 350 Crown Point Circle been excavated to a depth of approximately 3 feet. No evidence of metallic objects <br /> Suite 250, Grass valley,CA or soil contamination was observed in the excavated soil. <br /> 95945-7801 <br /> 916.273.7645 ACG requested that the area be excavated to a depth of approximately six feet. <br /> Fax 916.273.9159 <br /> an employee owned company <br /> ._recycledpaper I <br />
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