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SR0081887 SSNL
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SR0081887 SSNL
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Last modified
5/12/2020 3:26:28 PM
Creation date
4/14/2020 2:53:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081887
PE
2602
FACILITY_NAME
DE CASAS PROPERTY
STREET_NUMBER
4338
Direction
N
STREET_NAME
HOMER
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
08713042
ENTERED_DATE
3/13/2020 12:00:00 AM
SITE_LOCATION
4338 N HOMER ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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NITRATE LOADING STUDY <br /> The method utilized for the nitrate loading analysis is based on a simple and convenient <br /> mass balance formula, discussed in a published article by Hantzsche and Finnemore <br /> (1992). <br /> Hantzsche and Finnemore have found from investigations conducted in the Chico, <br /> California area, the water quality in the upper saturated ground-water zone closely <br /> approximates the quality of percolating effluent from septic systems. They have <br /> developed a simple method that could be used to estimate the quality of the percolating <br /> effluent from septic systems. The quality of the percolating effluent may represent the <br /> potential worst-case condition the upper aquifer would ever experience from the use of <br /> on-site septic systems. Mixing and dilution in the aquifer as well as adsorption and <br /> adhesion in the soil substantially reduce the concentration of percolating effluent. <br /> The Hantzsche and Finnemore equation is a conservative approximation of ground- <br /> water nitrate-nitrogen concentration resulting from the combined effect of on-site <br /> sewage disposal systems and precipitation of rain. The equation and method are for <br /> estimation of long-term effect ground-water quality, and are not intended for prediction <br /> of seasonal changes (Hantzsche and Finnemore, 1992). <br /> The method takes into account the development area, soil denitrification factor, rainfall <br /> recharge rate, rainfall nitrate concentration, waste effluent quantity, and waste effluent <br /> nitrate concentration from on-site septic systems. <br /> On-Site Sources of Nitrate <br /> There are no current on-site sources of nitrate. <br /> No septic permits were identified for the Site from among the San Joaquin County <br /> Environmental Health Department permit files. <br /> The future on-site source of nitrate will be the new septic system for the proposed <br /> house. <br /> No contribution from any irrigation or soil amendment is considered for the <br /> Hantzsche/Finnemore method. It is reasonably assumed that any irrigation or soil <br /> amendments would be applied at close to agronomic rates for a net balance of plant <br /> irrigation and nutrients. <br /> Contribution of Rainfall <br /> An estimate of the quantity and quality of rainfall was required for the nitrate loading <br /> analysis. The Hantzsche and Finnemore method utilizes the "average recharge rate of <br /> LOGE 1832 Page 5 <br />
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