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ARCHIVED REPORTS_XR0005274
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PR0545536
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ARCHIVED REPORTS_XR0005274
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Last modified
3/12/2020 3:37:04 PM
Creation date
3/12/2020 1:53:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005274
RECORD_ID
PR0545536
PE
3528
FACILITY_ID
FA0001506
FACILITY_NAME
STOCKTON POLICE DEPARTMENT
STREET_NUMBER
22
Direction
E
STREET_NAME
MARKET
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
14904001
CURRENT_STATUS
02
SITE_LOCATION
22 E MARKET ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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�.- Program SESOIL requires the input of a soil's intrinsic permeability (k) instead of the better <br /> ' know saturated hydraulic conductivity (K). The intrinsic permeability of a soil is related to its <br /> w- saturated hydraulic conductivity as follows: <br /> k = (K) (viscosity of water)/((density of water)(gravity constant)), or <br /> k (cm2) = 1 x 10-5 (K)(cm/sec) <br /> SESOIL allows the input of separate permeabilities for each of the 4 layers but it then <br /> calculates a single depth-weighted average permeability for internal calculations. An overall <br /> L. intrinsic permeability of 5 x 10-11 cm2 (equivalent to a hydraulic conductivity of 5 x 10-6 <br /> cm/sec) is considered conservative since the soil type, CH, in the critical area below the <br /> residual chemicals indicates a much lower permeability. Furthermore, the silt below the fat <br /> +- clay is very dense as indicated by the blow counts measured during standard penetration tests. <br /> The standard penetration tests were performed while drilling the monitoring well boring MW- <br /> 1. Blow counts varied from 18 to 47 which indicates Very Stiff to Hard soils. <br /> The disconnectedness index for silt and clay, 12, is specified as recommended by the SESOIL <br /> documentation. This index is a dimensionless number, generally ranging from 3.7 to 12. <br /> ` Higher values indicate less-connected pore space and hence greater resistance to flow. <br /> The effective porosity for silt, 0.27, is specified as recommended by the SESOIL <br /> documentation. The effective porosity is defined as the ratio of the pore space through which <br /> r flow can occur to the total volume. <br /> Cation exchange capacity is specified as zero. SESOIL determines retardation based on <br /> } <br /> organic carbon content alone when the cation exchange capacity is specified as zero. Cation <br /> • exchange modeling is typically utilized for heavy metal transport. <br /> SESOIL employs the general Freundlich equation to model soil sorption processes. The <br /> equation includes an exponent know as the Freundlich exponent. In the absence of chemical <br /> specific data, a value of 1.0 is recommended in the SESOIL user manual for the Freundlich <br /> exponent. With the Freundlich exponent input as 1.0, the Freundlich equation then defines a <br /> +" linear partitioning isotherm. <br /> �. 5.3.5 Chemical Properties <br /> The SESOIL software package from General Science Corporation includes chemical data files <br /> for eight common contaminants of concern including benzene, toluene, and ethylbenzene. The <br /> recommended values were compared to values found in multiple references (see the Reference <br /> wA943681reports\sesoi1.doc 8 <br /> SMTH <br />
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