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ARCHIVED REPORTS_XR0010846
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541431
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ARCHIVED REPORTS_XR0010846
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Last modified
12/10/2019 9:26:57 AM
Creation date
12/10/2019 9:15:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010846
RECORD_ID
PR0541431
PE
2953
FACILITY_ID
FA0023745
FACILITY_NAME
DEBOER TRUCKING
STREET_NUMBER
201
Direction
W
STREET_NAME
FIFTH
STREET_TYPE
ST
City
RIPON
Zip
95366
APN
25935013
CURRENT_STATUS
01
SITE_LOCATION
201 W FIFTH ST
P_LOCATION
05
QC Status
Approved
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Z <br /> DeBoer Family Trust <br /> 201 West 5th Street, Ripon, California <br /> June 20, 145 <br /> Soil/Groundwater Workplan page.'; 2 <br /> capillary fringe. Three soil samples from each boring were selected for analysis by the <br /> registered professional based on odor, discoloration and previous findings in order to <br /> demonstrate a clean lateral interface, see Table 2 and 3 for the laboratory results and <br /> elevations measured. { <br /> F <br /> 3.0 Work Plan <br /> l 3.1 Excavation <br /> rWHF in conjunction with Paydirt Excavation Co. Inc., a licensed excavation <br /> 1 contractor, will execute an over-excavation at this site to remediate the second <br /> �Y <br /> soils contamination remaining after the tank excavation. Dewatering of the <br /> excavation will be required to reach the target depth of thirty (30) feet. WHF will <br /> supervise the excavation and disposition of the soils at the site. WHF will log the <br /> excavation with a qualified professional. This excavation is estimated to be 60' x <br /> 70' at the bottom of the 3fl' excavation, approximately 5,600 cubic yards wilt be✓ <br /> removed for remediation. This assumes that the excavation will be below the <br /> groundwater and have adequate side slopes. h <br /> The contractor must remove and dispose of existing concrete and asphalt surfaces <br /> previous to the excavation. These surfaces will be replaced in kind after the <br /> excavation is backfilled properly. I! <br /> The backfill material that was placed after the January 15, 1993 excavation will be <br /> removed and stored on site to be used for backfill again. Overburden material will <br /> also be stockpiled and reused as backfill to minimize the total amount of backfill <br /> required. j <br /> A <br /> WHF will supervise the proper sampling of the excavated site for characterization <br /> during the excavation process with a PID. Floor and sidewall samples will be <br /> collected for laboratory testing. All laboratory samples will be transported under <br /> chain of custody to a State of California Certified Laboratory. The samples will be <br /> handled according to DEH guidelines. <br /> 3.2 Soil Treatment <br /> Based on the information provided, WHF proposes the use of bio-remediation ori <br /> site as a method to treat the diesel contamination in the soils. The area considered <br /> for this treatment is the land owned by the DeBoer Family Trust immediately to <br /> t the north of the existing spoil pile. The existing spoil pile will be incorporated with <br /> this excavation material and treated at the same time. <br /> .j <br /> �F <br />
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