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2900 - Site Mitigation Program
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PR0518132
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
7/10/2019 1:23:26 PM
Creation date
7/10/2019 11:39:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0518132
PE
2960
FACILITY_ID
FA0013716
FACILITY_NAME
H & H MARINA
STREET_NUMBER
15135
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
06908021
CURRENT_STATUS
01
SITE_LOCATION
15135 EIGHT MILE RD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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JAN-05-1996 08:39 P.04107 <br /> Mr. Andrew Smith • _3- • <br /> presented in Attachment B of all quarterly monitoring reports prepared by the claimant's <br /> former consultant, Condor Barth Technologies (CET), from 1998 through 2001. These <br /> monitoring reports stated that the concentration of MTBE in soil sample GP4-5 was <br /> 14,000 mg/kg. Subsequent monitoring reports prepared by AGE did not contain the soil data <br /> from GP4-5. Nonetheless,the relevant statement made in the FMD was that the first <br /> investigation performed at the site that included analysis for MTBE identified the substance <br /> adjacent to the current ASTs. <br /> 2. The former USTs were located in a levee, and there is a difference in elevation between the <br /> former USTs and the current ASTs of 14 to 16 feet. <br /> Re onse: As stated previously, the former USTs were installed as ASTs, and the levee was <br /> later built up, and they became partially covered. This indicates that they were installed on <br /> the valley floor at the foot of the levee at a similar elevation as the current ASTs. My review <br /> of site maps prepared by CET and cross section figures confirm this. These figures show that <br /> there was only a difference of approximately two feet between the bottom of the former <br /> USTs and the bottom of the current ASTs. <br /> 3. There was a difference of ten feet in water table elevation between the former USTs and the <br /> current ASTs. <br /> Response: The closest monitoring well to the former USTs with measurable groundwater is <br /> MW-4. The difference between the water level in MW-4 and MW-2, the closest monitoring <br /> well downgradient from the current ASTs, is approximately three feet. <br /> 4. There has never been a release of fuel from the ASTs, and there is no evidence of a vapor <br /> release. Testing has been performed, and no fuel vapors were found. <br /> Response: No details of this testing have been provided to the Fund. Regardless, the lack of <br /> documentary evidence of any release from the AST is not crucial to this analysis. The <br /> location of the contamination at the site is the primary basis for the conclusions in the FMD. <br /> 5. The Fund Manager made his decision without all of the available and necessary data <br /> Response: When it was discovered that the figures from the additional assessment report <br /> were omitted, Fund staff contacted the Regional Water Board to obtain copies. These figures <br /> were reviewed prior to issuance of the FMD. <br /> Points Raised by AGE <br /> AGE Comment No. 1. See item 1, above. <br /> AGE Comment No. 2. The very high concentrations of MTBE downgradient from the current <br /> ASTs in monitoring wells (MW-2, MW-3, and EW-1) are the result of MTBE that was released <br /> from the former UST, and flushed away from the former USTs area by fast moving groundwater, <br /> due to a steep groundwater gradient in the area of the former USTs, and deposited downgradient <br /> California Eav�ioronmewa/Protection Agency <br /> `Lc�Recycled Paper <br />
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