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SU0005899 SSNL
Environmental Health - Public
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SU0005899 SSNL
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Last modified
5/7/2020 11:31:51 AM
Creation date
9/9/2019 11:09:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005899
PE
2631
FACILITY_NAME
PA-0600033
STREET_NUMBER
10112
Direction
E
STREET_NAME
WOODBRIDGE
STREET_TYPE
RD
City
ACAMPO
APN
01723001
ENTERED_DATE
1/31/2006 12:00:00 AM
SITE_LOCATION
10112 E WOODBRIDGE RD
RECEIVED_DATE
1/31/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\W\WOODBRIDGE\10112\PA-0600033\SU0005899\NL STDY.PDF
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EHD - Public
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LOGE 1224: Heritage Oak Winery SS/NLS Addendum Page 2 <br /> November 23, 2012 <br /> The method utilized for the nitrate loading analysis is based on a simple and convenient mass <br /> balance formula, discussed in a published article by Hantzsche and Finnemore (1992). <br /> Hantzsche and Finnemore have found from investigations conducted in the Chico, California <br /> area, the water quality in the upper saturated ground-water zone closely approximates the <br /> quality of percolating effluent from septic systems. They have developed a simple method that <br /> could be used to estimate the quality of the percolating effluent from septic systems. The <br /> quality of the percolating effluent may represent the potential worst-case condition the upper <br /> aquifer would ever experience from the use of on-site septic systems. Mixing and dilution in the <br /> aquifer as well as adsorption and adhesion in the soil would tend to substantially reduce the <br /> concentration of percolating effluent. <br /> The Hantzsche and Finnemore equation is a conservative approximation of ground-water <br /> nitrate-nitrogen concentration resulting from the combined effect of on-site sewage disposal <br /> systems and precipitation of rain. The equation and method is for estimation of long-term effect <br /> ground-water quality, and is not intended for prediction of seasonal changes (Hantzsche and <br /> Finnemore, 1992). <br /> The method takes into account the development area, soil denitrification factor, rainfall, rainfall <br /> nitrate concentration, waste effluent quantity, and waste effluent nitrate concentration from on- <br /> site septic systems. No contribution from the future vineyard irrigation or any soil amendments <br /> is considered for the Hantzsche/Finnemore method. It is reasonably assumed that the irrigation <br /> and soil amendments would be applied at close to agronomic rates for a net balance of plant <br /> irrigation and nutrients. <br /> Mass Transport Soil Properties <br /> During the 2006 investigation, the shallow soils on the Site were found to be sandy silt. These <br /> soils will allow moderate infiltration of water through the surface soils. The longer the effluent <br /> remains near the surface, the more biologic treatment may occur. If permeable soils exist to the <br /> depth of the ground water aquifer, it is possible that any remaining surface contaminants may <br /> be transported to the first saturated zone of the aquifer. <br /> Sources of Nitrate <br /> Septic systems and dairies have been found to be the most significant sources of nitrate in <br /> ground water. Orchards that require fertilization in sandy soils are also a significant source of <br /> nitrate contamination in shallow or sandy aquifers in San Joaquin County. <br /> Contribution of Rainfall <br /> An estimate of the quantity and quality of rainfall was required for the nitrate loading analysis. <br /> An estimate of the deep percolation of rain was based a calculation using average monthly <br /> precipitation of rainfall and evapotranspiration rates for the area. The calculation first <br /> determines whether the average monthly precipitation exceeds average monthly potential <br /> evapotranspiration. If so, then the difference is potential deep percolation. This method does <br /> not consider runoff. Based on the calculation shown in the following table, t"mated deep <br /> percolation of rain (recharge) for the Acampo, California area is estimated be 6.58 i hes per <br /> year. <br />
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