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Last modified
3/9/2020 8:39:33 AM
Creation date
3/9/2020 8:14:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0505465
PE
2951
FACILITY_ID
FA0003703
FACILITY_NAME
CITY OF STOCKTON ENGINE #12*
STREET_NUMBER
4010
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15727501
CURRENT_STATUS
02
SITE_LOCATION
4010 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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l <br /> City of Stockton, Fire Station No. 12 A68105.01 <br /> August 7, 1995 Page 11 f <br /> and 0.6 gallons of diesel. These estimates are conservative based upon the previously <br /> discussed assumptions required to make the above calculations; <br /> • Based on a LUFT Leaching Potential Analysis, the soil containing PPCs do not appear <br /> to pose a threat to groundwater beneath the site; and <br /> • Drill cuttings and decontamination rinsate do not appear to contain hazardous <br /> concentrations of PPCs. <br /> 8.0 RECOMMENDATIONS <br /> r <br /> i <br /> • Copies of this report should be forwarded to SJCPHS for review and comment; and <br /> • The drill cuttings and decontamination rinsate should be disposed of in a manner <br /> Li consistent with state and federal regulations. <br /> 9.0 LIMITATIONS <br /> Conclusions and recommendations presented in this report are based on the assumption that <br /> subsurface conditions and chemical concentrations do not deviate from those disclosed in <br /> the field and laboratory testing. If variations from these findings are found, Twining should <br /> be notified so that supplemental conclusions and recommendations may be provided. <br /> The purpose of a geologic/hydrogeologic study is to reasonably characterize existing site <br /> j { conditions based on the geology/hydrogeology of the area. In performing such a study, it <br /> L•� is understood that a balance must be struck between a reasonable inquiry into the site <br /> conditions and an exhaustive analysis of each conceivable environmental characteristic. No <br /> investigation is thorough enough to describe all geologic/hydrogeologic conditions of interest <br /> at a given site. <br /> t Environmental conditions may exist at the site that cannot be identified by visual <br /> observation. Where subsurface work is performed, our professional opinions are based in <br /> part on interpretation of data from discrete sampling locations that may not represent actual <br /> conditions at unsampled locations. If conditions are not identified during the study, such <br /> a finding should not be construed as a guarantee of the absence of such conditions at the <br /> i site, but rather as the result of the services performed within the scope, limitations, and cost <br /> of the work performed. <br /> 1 <br /> I <br />
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