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ARCHIVED REPORTS XR0009533
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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4004
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3500 - Local Oversight Program
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PR0544711
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ARCHIVED REPORTS XR0009533
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Last modified
7/30/2019 3:26:29 PM
Creation date
7/30/2019 2:33:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009533
RECORD_ID
PR0544711
PE
3528
FACILITY_ID
FA0005478
FACILITY_NAME
CUTTER LUMBER
STREET_NUMBER
4004
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525005
CURRENT_STATUS
02
SITE_LOCATION
4004 S EL DORADO ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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i <br /> IMass Balance of Gasoline <br /> The residual petroleum hydrocarbons are distributed between the vadose zone and the <br /> saturated zone as characterized by soil borings and groundwater monitoring wells installed in <br /> the vicinity of this release The available data suggest that the vadose zone contamination is <br /> Iconfined to a small area in the immediate area of the former fuel oil tanks, and does not <br /> constitute a material portion of the total contaminant mass The groundwater contamination <br /> has spread more extensively <br /> Vadose Zone <br /> Due to the very shallow groundwater, there is very little contaminant mass lying within the <br />' current vadose zone if the groundwater level falls, the portion of the total contaminant mass <br /> within the vadose zone will increase, but it currently is not a significant factor <br /> Saturated Zone <br /> The contaminant mass in the saturated zone is partitioned in to two phases, the portion <br />' adhering to the soil or absorbed phase, and the dissolved phase <br /> Dissolved Mass - Groundwater Measurement Method <br /> The mass of contaminant in the adsorbed phase was estimated by first contouring TPH-G <br />' concentrations from soil samples collected in the capillary fringe or near the groundwater <br /> surface (see Figure 2) The area of each contour was calculated by using the planimeter <br />' function of the drafting program used to create the figures (i e TurboCAD) Vertically, 5 to <br /> 8 foot-thick slices were considered for each contoured zone The volume of each slice was <br /> then computed and an average TPH concentration was estimated for each zone The slices <br />' were numbered from A to D with A being the shallowest Within each slice, the <br /> contaminated area was divided into zones based on the contaminant concentrations <br />' To compute the contaminant mass, the volume of each zone was converted into a total <br /> estimated weight of soil taking into consideration the porosity of the soil These calculations <br /> assume the average bulk density of the soil is 1 83 times that of an equal volume of water <br />' Computation yields the partial result that the soil weighs 113 lbs /c f <br /> The following table summarizes the volume of each zone and the average contaminant <br />' concentration in each <br /> Table AlA - Zone Volumes and Ave. TEPH Concentrations - Slice A—25'-33' <br />' Zone A Gross Net Area Volume <br /> (25'-33') Area A. �(A„*7ft) <br />' (each zone) <br /> 1 11,700 ppm 14sf 14sf 98cf <br /> 2 500 ppm 137 s f 123 s f 861 c f <br /> 3 50 ppm 380 sf 243 s f 1701 c f <br />' 4 5 ppm 1006 s f 626 s f 4382 c f <br /> t2937 Veneman Ave,#B240 Geo-Phase Environmental Inc Phone(209)569-0293 <br /> Modesto,CA 95356 Fax(209)569-0295 <br /> 1 <br />
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