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SITE INFORMATION AND CORRESPONDENCE_1992
Environmental Health - Public
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PR0506824
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SITE INFORMATION AND CORRESPONDENCE_1992
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Last modified
4/7/2020 2:59:29 PM
Creation date
4/7/2020 2:38:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1992
RECORD_ID
PR0506824
PE
2960
FACILITY_ID
FA0007648
FACILITY_NAME
DDRW - SHARPES
STREET_NUMBER
850
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
19802001
CURRENT_STATUS
01
SITE_LOCATION
850 E ROTH RD BLDG S-108
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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Work Plan Addendum -5- 21 September 1992 <br /> DDRW, Sharpe <br /> developing these cleanup levels and the presentation of the results and findings <br /> of the soil and ground water investigations. <br /> SPECIFIC CONCERNS <br /> 1 . In June 1992, the State Water Resources Control Board adopted Resolution <br /> No. 92-49; Policies and Procedures for Investigation and Cleanup and Abatement <br /> of Discharges Under Water Code Section 13304. This applicable or relevant and <br /> appropriate requirement (ARAR) must be considered during this RI work. This <br /> ARAR is considered applicable for any ground water contamination associated <br /> with either a WMU or UST source. A copy of Resolution No. 92-49 is attached. <br /> 2. The Work Plan Addendum states that the fuel USTs will be addressed separately <br /> through a contract administered by the Corps of Engineers, Huntsville Division. <br /> The Regional Board plans to issue a Cleanup and Abatement Order (CAO) to <br /> address the investigation and cleanup of the fuel USTs because petroleum based <br /> contaminants are excluded from Superfund regulation. Sharpe needs to submit a <br /> time schedule for the USTs so that it may be incorporated into the CAO. <br /> 3. Test pits are proposed to be excavated in eight former non-fuel UST sites to <br /> the former excavation floor (page 2-3) . The excavated soil which would <br /> represent the backfill from the tank removal will be field screened for <br /> contamination. The excavated backfill which exceeds the above listed cleanup <br /> levels, of which we do not concur, is to be separated out for disposal . <br /> Excavated backfill with concentrations below these field screen concentrations <br /> will be returned to the excavation. Soil samples will be collected for <br /> laboratory analyses from a maximum depth of two feet below the base of the <br /> excavation (page 2-15) . <br /> My concerns with this investigation method are as follows: <br /> a. The method may fail to investigate all of the unsaturated zone beneath the <br /> former tank. Depending on the depth to ground water, the depth of the <br /> former tank and the extent of potential leakage from the UST, it is <br /> possible that soil contamination may go unassessed and the tank site <br /> backfilled. Should this occur, there would be insufficient data to <br /> demonstrate that the potential source area will not threaten the <br /> environment (water quality) . Sharpe should collect samples from below the <br /> backfill throughout the unsaturated zone, particularly for those former UST <br /> sites where field screening indicates high concentrations of contamination, <br /> until non-detect is established. <br /> b. It appears that the excavated soil will not be sampled for laboratory <br /> analyses as confirmation to the field screening. Laboratory sampling <br /> should be performed on the excavated field screened samples to assure that <br /> if the material is returned to the excavation, that it does not pose a <br /> threat to the environment (water quality) . <br /> c. The Work Plan Addendum does not propose sampling of the side walls of the <br /> excavation. Sampling of the side walls is recommended, particularly for <br /> the non-fuel former USTs sites that field screening demonstrates to have <br /> particularly high contaminant concentrations. <br />
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