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2900 - Site Mitigation Program
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PR0009229
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
6/26/2020 7:53:06 PM
Creation date
6/26/2020 4:46:53 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009229
PE
2960
FACILITY_ID
FA0004047
FACILITY_NAME
STOCKTON ARMY AIR SUPPORT FAC
STREET_NUMBER
2000
STREET_NAME
STIMSON
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17726004
CURRENT_STATUS
01
SITE_LOCATION
2000 STIMSON ST
P_LOCATION
01
QC Status
Approved
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Mr. Scott Hilyard - 2 - 27 July 2007 <br /> former 5,000-gallon USTs and fuel dispensers are needed to delineate potential <br /> groundwater contamination. Regional Water Board staff also recommends installing at <br /> least one monitoring well immediately north of all former UST and fuel dispensers to <br /> verify there is no groundwater impact from the former fueling operations and improve <br /> understanding of local groundwater flow. <br /> 3. In several sections of the Work Plan, CA ARNG implies that the 2004 investigation <br /> defined the lateral extent of soil contamination south and southeast of the former 5,000 <br /> USTs and 20,000-gallon USTs. The three borings (B-1, B-2, and B-28) advanced during <br /> this investigation provide information on potential leakage south and southeast of the <br /> former 20,000-gallon USTs, but are more than 100 feet from the former 5,000-gallon <br /> USTs. The 2004 investigation does not provide useful information on the lateral extent of <br /> contamination resulting from leakage from the former 5,000-gallon USTs. Revise these <br /> sections to clarify the 2004 investigation provides information on the lateral extent of <br /> contamination resulting from leakage from the former 20,000-gallon USTs only. <br /> 4. CA ARNG should sample the three existing monitoring wells as part of the investigation <br /> proposed in the Work Plan. These wells have only been sampled twice in past seven <br /> years and have not been sampled since March 2004. <br /> Specific Comments <br /> 1. Page 3, Section 1.4.2: It is misleading to conclude that the site groundwater table is flat. <br /> There is a measurable gradient of 0.004 foot/foot. Also, there are only 3 monitoring wells <br /> at the AAFS and these wells are closely spaced, so any conclusions drawn on local <br /> gradients should be qualified. Revise the Work Plan accordingly. <br /> The groundwater gradient was determined to flow north. The reference for this <br /> information is "Hilyard, 2007". The Work Plan should be revised to indicate this <br /> conclusion is based on the historical groundwater measurements collected by CA ARNG <br /> from the three AASF monitoring wells and reviewed by the author of the Work Plan <br /> (URS) rather than implying CA ARNG says groundwater flows north. <br /> 2. Page 4, Section 3.1.4: This section briefly describes the results of soil sampling during <br /> removal of the three former 5,000-gallon USTs, but does not provide a figure or table for <br /> these results nor indicate if there was any subsequent investigations or remedial actions <br /> to address the soil contamination detected in soil samples 1 and 4. Did the soil <br /> contamination pose a potential threat to groundwater quality? Add this information to the <br /> Work Plan. <br /> 3. Page 8, Section 6.3: This section states "a minimum of two soil samples" will be <br /> submitted for analysis per boring, but Table 6-1 and Section 6.7 indicate a maximum of <br /> 10 soil samples will submitted for analysis from the five borings. It will be pointless to <br /> advance any of the proposed step-out borings ("contingency borings") if the Work Plan <br /> does not allow collection of more than 10 soil samples for analysis. Regional Water <br /> Board staff believes the sampling plan should be modified to include contingencies to <br /> collect more than 10 total soil samples and more than 2 samples per boring if suspected <br /> contamination is encountered at multiple depths. The Work Plan should also indicate <br />
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