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ARCHIVED REPORTS XR0000288
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1604
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000288
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Last modified
2/5/2019 2:12:02 PM
Creation date
2/5/2019 1:47:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000288
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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O <br /> (DIPE), Methyl tertiary butyl ether(MTBE), and Tert-amyl methyl ether(TAME) greater than <br /> the analytical method reporting limit Analytical results are presented in Table 1 <br /> The constituent n-Propylbenzene was detected in SC-1-100' at a concentration of 13 pg/l The <br /> constituent tert-Butylbenzene was detected in SC-1-65' at a concentration of 0 6 µg/1 and <br /> 1,2,4-Tnmethylbenzene was detected in all groundwater samples at concentrations ranging <br /> between 2 9 and 4 4 pg/1 Laboratory analytical reports are included in Appendix C <br /> 3.4 Contaminant Mass Calculations <br /> The mass of contaminants was estimated at the site based on the data collected from CPT boring <br /> SC-1 and from plume data The plume data was based on monitoring data collected from on-site <br /> monitoring wells for first quarter 2002 The lithologic log from the CPT boring (Appendix B) <br /> was used to determine the depth and thickness of three high permeability zones The extent of <br /> each contaminant in each of the three zones was determined based on the CPT and monitoring <br /> well data The area between each contour was calculated and multiplied by the zone thickness <br /> and porosity to determine the volume of contaminated water The porosity was assumed to be <br /> 30 percent, which is within the range common to sands The concentration between each <br /> contour was assumed to be the average of the two isoconcentration contours defining the area <br /> The concentration inside the innermost contour was assumed to be the average of the <br /> isoconcentration contour defining the area and the highest concentration observed inside the <br /> contour The contaminant mass was calculated by summing the concentration multiplied by the <br /> volume for each area of the contaminant plume <br /> Based on the CPT data, Zone A includes a very stiff fined i<rained sand observed between 117 <br /> and 13 4 meters (38 5 and 44 feet) BGS, and again between 18 1 and 18 5 meters (59 5 and 61 <br /> feet) BGS Zone B includes a silty sand to sandy silt observed between 20 1 to 210 meters (66 <br /> to 69 feet) BGS and a very stiff fine grained sand observed between 210 and 25 0 meters (69 <br /> and 82 feet) BGS Chemical concentrations detected in the HydroPunch® sample collected at <br /> 27 4 meters (90 feet) BGS was applied to this zone Zone C includes very stiff fine-grained sand <br /> observed between 27 1 and 30 5 meters (89 and 100 feet) BGS <br /> The monitoring wells are completed to depths between 20 4 to 25 3 meters (67 to 83) feet BGS, <br /> which corresponds to zone B The monitoring data was applied to all three zones, unless the <br /> CPT data suggested otherwise The assumptions for each chemical constituent are discussed <br /> separately below The contaminant mass estimates are summarized in Table 2 <br /> M ftOP 0MPAAPJ8183S W7..2ab dw 3-2 <br /> &2r/02 <br />
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