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2900 - Site Mitigation Program
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PR0009171
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
3/30/2020 11:50:21 AM
Creation date
3/30/2020 11:19:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009171
PE
2960
FACILITY_ID
FA0004011
FACILITY_NAME
PORT OF STOCKTON-FUEL TERMINAL
STREET_NUMBER
0
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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• 05,07,077,",712.,,07,07 ation <br /> ember of The IT Group <br /> Ms. Devra Lewis Project 812717 <br /> April 9, 2001 <br /> Page 2 <br /> 2. The Report states that the BIC Aquii and is continuously saturated through the stratigraphic <br /> interval. An explanation is needed as to why a zone considered to be an aquitard is <br /> saturated. <br /> Dynamic pore water pressure measixements from the cone penetrometer indicates that the <br /> B/C Aquitard is saturated but has a low permeability which appears to restrict the vertical <br /> migration of contaminants. Analyti-at data collected from the various zones indicates that <br /> although petroleum hydrocarbons have migrated below the B/C Aquitard in several areas, <br /> there is a significant concentrationadient across this zone. The B/C aquitard is the only <br /> fine-grained unit(predominantly silt�nd clay) that is continuous across the site. <br /> By definition, an aquitard refers to a less-permeable bed in a stratigraphic sequence. These <br /> beds may be permeable enough to transmit water but the difference in permeability between <br /> the aquitard and the surrounding zones is typically high. The term "aquiclude" is often <br /> applied to low permeability zones that are not saturated and do not transmit water under <br /> ordinary hydraulic gradients. In reality, the term aquiclude refers to a saturated low <br /> permeability geologic unit that is incapable of transmitting significant volumes of water <br /> under ordinary hydraulic gradients. <br /> 3. The monitoring wells proposed based on CPT and HydroPunch data near CPT/H00-08, -09, <br /> and-14 illustrated on Figures 24 and 25 should be further to the east to be outside of the <br /> contoured plume area. <br /> These monitoring wells will be moved further to the east and beyond the inferred plume <br /> boundary. The new locations will have to be approved by the Port of Stockton. The Port <br /> requested that downgradient wells be installed at locations that will not interfere with future <br /> property development. <br /> 4. Monitoring wells need to be installed in the area of CPTIH00-16 to delineate the WE <br /> detected in that area, north of the site, and northwest of monitoring well TO/WC-IS, TO/WC- <br /> IM, and PSIP-29 to fully delineate groundwater contamination and to provide consistent <br /> data about plume migration. <br /> Benzene was detected in the B-and C-Zone groundwater samples collected at CPT/H00-16 at <br /> concentrations of 1.0 µg/L and 1.5 µg/L, respectively. MtBE was detected in the A- B- and <br /> C-Zone groundwater samples from CPT/H00-16 at concentrations of 929, 7,650, and 4,360 <br /> µg/L analyzed by EPA Method 8020. The results of the confirmatory analysis of the A-Zone <br /> groundwater samples shows that MtBE was below detection limits. Unfortunately, the <br /> analytical laboratory failed to perform confirmatory analysis on the B- and C-Zone samples. <br /> The groundwater analytical data collected during the groundwater investigation indicates that <br /> benzene and MtBE (if present) occur as an isolated mass downgradient of the leading edge of <br /> the benzene and MtBE plume. These data suggest there may be a separate source for these <br /> compounds originating from a source other than the STTC facilities. <br /> II /T CORPORATION <br /> SAC:\C:1My Dmuments:Projccts\Pon of Stockton\CPT HP 6tudy\Response to CommenmAm-98M 1 <br /> 812717 <br />
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