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ARCHIVED REPORTS XR0012566
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0012566
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Entry Properties
Last modified
3/6/2019 4:30:47 PM
Creation date
3/6/2019 1:56:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012566
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
Tags
EHD - Public
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U- <br /> KLEINFELDER r <br /> Additional,Soil to be Excavated <br /> - Existing excavation vertically- 15 x 18 x 4 ft = 1,080 cubic ft-40 cubic yds <br /> - East side 10 x 16 x 15 ft(deep) = 2,400 cubic ft-89 cubic yds <br /> - West side 10 x 16 x 15 ft(deep) = 2,400 cubic ft-89 cubic yds <br /> - North side 10 x 38 x 15 ft(deep)-5,700 cubic ft-211 cubic yds <br /> Total Estimated Volume of Soil to be Excavated = 429 cubic yds <br /> According to the SJLHD guidelines, the removal of 429 cubic yards would require <br /> the collection of approximately 17 soil samples from the side walls and floor of the <br /> excavation area to assess the presence of petroleum hydrocarbons remaining in the <br /> excavation (Plate 3). The number of confirmation soil samples will be based on an <br /> estimate of volume of soil removed, approximately two samples for every 50 cubic <br /> yards removed. <br /> Confirmation samples to be analyzed will be submitted under chain-of-custody to <br /> Enseco-California Analytical Laboratory in West Sacramento. The samples will be <br /> r Y` analyzed for total petroleum hydrocarbons extractable by GC-FID and benzene, <br /> toluene,ethyl benzene, and xylene by EPA Method 8020. Ethylene dibromide and <br /> organic lead were not detected in the original sampling and, therefore, are not <br /> proposed for the additional excavation sampling. <br /> 5. The client intends to excavate soil around the existing excavations using a backhoe <br /> or large excavator. The engineering and safety of the excavation will be the <br /> responsibility of the excavation contractor. Soil will be removed from the east, <br /> north, and west side of the existing excavation previously containing the gasoline <br /> tanks. Soil will be segregated based on volatile hydrocarbon readings made with a <br /> photoionization vapor detector (PID). The soil pile having positive PID readings <br /> will be segregated and staged in an area that will permit sufficient room to move <br /> and aerate the soil if necessary. <br /> 6. Soil removed from the excavation will be segregated as much as possible with the <br /> PID and stockpiled onsite. The stockpiled soil will be covered with plastic to <br /> minimize uncontrolled aeration until a disposition alternative can be selected. The <br /> i <br /> `.r <br /> 140-88-1809 <br />
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