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PR0009016
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/17/2020 1:25:11 PM
Creation date
6/17/2020 11:32:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009016
PE
2959
FACILITY_ID
FA0004032
FACILITY_NAME
AMERICAN MOULDING & MILLWORK (FRMR)
STREET_NUMBER
2801
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11709001
CURRENT_STATUS
01
SITE_LOCATION
2801 WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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American Molding and Millwork <br /> February 25, 1987 <br /> Page -6- <br /> This cost estimate does not Include costs for disposal of contaminated <br /> soil (if discovered and generated during the soil sampling programs) or costs of <br /> required drilling permits, If any. If unexpected conditions or levels of contam- <br /> inants are encountered during the Phase 11 investigation, we will notify you <br /> Immediately as to possible additional investigations that may be required, We <br /> will also advise you as to any changes in our risk assessment based upon new <br /> conditions. <br /> We call your attention to the paragraphs on Warranty and Liability In <br /> the attached General Conditions (Rev. 8.86/13). Unless negotiated otherwise <br /> prior to the start of the investigation, Dames & Moore's General Liability and <br /> 'limits of Professional and Environmental Liability will be as described in the <br /> General Conditions. <br /> , <br /> We appreciate the opportunity to work with you on this project. Please <br /> contact us at your convenience if you have any questions concerning our proposed <br /> j -scope of services or charges. <br /> Very truly yours, <br /> i <br /> DAMES &,[MSC RE <br /> Clive F. Kienle, Jr. <br /> Senior Geologist <br /> Rory L. Galloway <br /> WDI1/SAMM.1-.3 Project Engineering Geologist <br /> CFK,RLG:PG (3) <br /> 15598-001-05 <br /> Attachments: Schedule of Charges (Rev. 8.86/B) <br /> General Condlrlons (Rev. 8.86) <br /> Table 1 <br /> Table 2 <br /> Table 3 <br /> i <br />
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