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2900 - Site Mitigation Program
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PR0522383
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Last modified
6/1/2020 12:41:17 PM
Creation date
6/1/2020 12:36:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0522383
PE
2950
FACILITY_ID
FA0015246
FACILITY_NAME
MUSCO OLIVE - OFFSITE
STREET_NUMBER
17950
Direction
W
STREET_NAME
VIA NICOLO
STREET_TYPE
RD
City
TRACY
Zip
95377
APN
20911032
CURRENT_STATUS
02
SITE_LOCATION
17950 W VIA NICOLO RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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• •nnedy/Jenks Consultants <br /> 1 <br /> ' redistribution. At the Thoroughbred Farm property, a sprinkler irrigation system can be installed <br /> if necessary to achieve uniform and efficient water distribution. <br /> ' 6.2 Subsurface Water Movement <br /> To evaluate the vertical movement of the water used on the properties under irrigation with <br /> ' reclaimed water, a vadose zone water flow model was constructed. The model provides a tool <br /> for estimating movement of water through the vadose zone. For purposes of modeling, a high <br /> initial soil water content and a leaching fraction of approximately 5 inches per year was <br /> ' assumed to be conservative. In normal agricultural practice, the soil profile may not be at the <br /> higher water content assumed and leaching would occur only periodically. The assumed <br /> leaching results in a small percolation flux past the upper soil profile on the offsite reclamation <br /> property. This percolation flow is unsaturated and moves slowly through the approximately <br /> 80-foot vadose zone between the bottom of the soil root zone and the groundwater underlying <br /> the site. <br /> 6.2.1 Modeling Approach <br /> Vadose zone water flow modeling was accomplished using an EPA-recommended computer <br /> ' code, HYDRUS-1 D (Simunek, J., M. Th. Van Genuchten, and M. Sejna, 2001) and code for <br /> Simulating the One-Dimensional Movement of Heat,Water, and Multiple Solutes in Variably <br /> ' Saturated Porous Media (USDA ARS Salinity Laboratory, 2001). This model uses finite element <br /> numerical methods to solve heat, water, and solute transport equations given user-specified <br /> physical conditions including boundary conditions at the ground surface and at a lower <br /> boundary. <br /> This model was used with site-specific data to estimate water movement below the upper soil <br /> profile or"root zone". A primary input to the model is information concerning the subsurface <br /> stratigraphy, which was available from results of construction of a groundwater monitoring well <br /> on the western boundary of the Jepsen Webb Ranch property and related subsurface borings <br /> performed using log data from the CPT investigation conducted on the Jepsen Webb Ranch <br /> property discussed in Section 5. <br /> In addition, climatic and irrigation information are also used as model input. Soil characteristics <br /> ' used in the model were based on information from the soil survey for the reclamation area sites <br /> and subsurface borings at the Jepsen Webb Ranch property. The hydraulic load on the <br /> irrigation areas is based on distributing the reclaimed water on both the onsite and offsite <br /> irrigation areas as described in the water balance. <br /> 1 <br /> 6.2.2 Model Development <br /> The conceptual model for vadose zone water flow is based on the following assumptions: <br /> • Results of investigations at the Jepsen Webb Ranch property provided characterization <br /> ' of the subsurface stratigraphy at this site. <br /> e One-dimensional, vertical water flow dominates water movement at the reclamation <br /> properties. <br /> ' Reclamation Report, Page 17 <br /> Musco Family Olive Company <br /> 4�+s-grcu'r�aT^nyob{1121^201rp,pn_ oo�be'A9-rercrLlr=clama6on TNmxorecla wo: repoh UziB 11 M.doc <br />
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