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ARCHIVED REPORTS_XR0006255
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545598
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ARCHIVED REPORTS_XR0006255
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Last modified
3/23/2020 4:12:11 PM
Creation date
3/23/2020 3:59:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006255
RECORD_ID
PR0545598
PE
3528
FACILITY_ID
FA0001304
FACILITY_NAME
STOCKTON SCAVENGERS ASSOCIATION
STREET_NUMBER
1240
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1240 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
Tags
EHD - Public
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. 3.0 SOIL REMEDIATION <br /> 1 <br /> 3.1 On-Site Remedial Treatment <br /> Impacted soil removed from the north and south pits required remedial treatment prior <br /> to disposal. The following sections describe the activities conducted to accomplish soil <br /> remediation. <br /> 3.11 Treatment Pile Construction and System Installation <br /> MARK implemented a hybrid combination of Heat Enhanced Vapor Extraction and <br /> Thermal Oxidation (HEVEITO), augmented with bioremediation, to remove and destruct <br /> petroleum hydrocarbons in the approximately 1,000 cy bulk volume of impacted soil removed <br /> from the north and south pits <br /> The HEVEITO soil treatment pile was constructed on top of industrial 6-mil plastic <br /> Ssheeting After placing approximately 6-inches of soil on the plastic sheeting, one row of 3/4- <br /> inch internal diameter slotted galvanized steel air injection pipe was installed The pipe was <br /> covered with approximately 3 feet of loose soil and then a row of 3-inch internal diameter <br /> slotted polyvinyl chloride (PVC) air extraction pipe was laid Additional soil was then loosely <br /> placed on the pile and a second row PVC extraction pipe was laid at about 6 feet above the steel <br /> air infection lines All piping rows were placed horizontally at 6 foot centers and staggered from <br /> the row immediately below. Unslotted pipe sections were used to extend through the slope face <br /> of the pile so that a 2 to 3 foot soil seal was provided on the outside edge of the pile Upon <br /> completion of treatment pile construction, the pile was covered with industrial 6-mil plastic <br /> sheeting. Necessary utilities were extended to the remediation area and the trailer-mounted <br /> HEVEfrO was hooked-up Drawing 3-1 illustrates the treatment pile construction design <br /> FASCLOSE 3 3-1 92-1177102 36 <br />
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