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SITE INFORMATION AND CORRESPONDENCE FILE 1
Environmental Health - Public
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PR0544231
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SITE INFORMATION AND CORRESPONDENCE FILE 1
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Last modified
3/6/2019 2:26:31 PM
Creation date
3/6/2019 1:34:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 1
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
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EHD - Public
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u <br /> 16 April 1997 <br /> AGE-NC Project No . 95 -0121 <br /> Page 8 of 9 <br /> 4 . 2 . INSTALLATION OF IN-SITU AIR SPARGING POINTS <br /> The following procedures will be performed for the installation of air sparging points : <br /> 1 . Prepare a Site Health and Safety Plan in accordance with the Occupational Safety and Health <br /> Guidance Manual for Hazardous Waste Site Activities - Prepared by National Institute for <br /> Occupational Safety and Health, Occupational Safety and Health Administration, U. S . Coast <br /> Guard and U. S . Environmental Protection Agency, October 1985 . <br /> 2 . Notify the San Joaquin County Enviromnental Public Health Services - Environmental Health <br /> Division (PHS -EHD) 48 hours prior to commencement of any Bork, while securing proper <br /> city/county soil boring or well permits. <br />'I <br /> 3 . .Air sparging locations will be marked at least 48 hours in advance for an Underground <br /> Service Alert (USA) check of underground utilities or pipes. <br /> II <br /> 4 . Advance seven soil probe borings to a total depth of approximately 30 feet bsg using a <br /> Geoprobe 5400 probing unit equipped with 1 . 125 -inch diameter probe rods. Soil <br /> boring/probing locations are depicted on Figure 7. <br /> 5 . AJI probing rods will be cleaned prior to boring advancement . <br /> 6 . Complete each soil probe boring as an in-situ air sparging point - Each soil probe boring will <br /> be completed using 3 '/2- feet of 3/8 -inch diameter stainless steel screen from an approximate <br /> depth of 26. 5 to 30 feet bsg. Polyethylene tubing (3 /8-inch diameter) will be used to provide <br /> injected air from surface grade to the sparge point. A filter pack will be installed utilizing glass <br /> beads (50- 100 mesh) from depths of 25 to 30 feet bsg, while a bentonite plug will be placed <br /> from depths of 20 to 25 feet bsg. Each point will then be backfilled to surface grade utilizing <br /> Portland Type Il cement. IAS injection point construction diagrams are depicted in Figure 8 . <br /> 43 . CONFIRMATION SOIL SAMPLING <br /> The following procedures will be performed for the advancement of confirmation soil borings: <br /> 1 . Prepare a Site Health and Safety Plan in accordance with the Occupational Safety and Health <br /> Guidance Manual for Hazardous Waste Site Activities - Prepared by National Institute for <br /> i Occupational Safety and Health, Occupational Safety and Health Administration, U. S . Coast <br /> Guard and U. S . Environmental Protection Agency, October 1985 . <br /> 2 . Notify the San Joaquin County Environmental Public Health Services - EnvironmenW Health <br /> Division (PHS-EHD) 48 hours prior to commencement of any work, while securing proper <br /> 1 city/county boring permits. <br /> i <br />
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