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SU0006613 SSNL
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SU0006613 SSNL
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Last modified
1/15/2020 11:53:45 AM
Creation date
9/4/2019 10:59:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006613
PE
2627
FACILITY_NAME
PA-0700293
STREET_NUMBER
17495
Direction
S
STREET_NAME
CARROLTON
STREET_TYPE
RD
City
ESCALON
APN
20507020
ENTERED_DATE
7/5/2007 12:00:00 AM
SITE_LOCATION
17495 S CARROLTON RD
RECEIVED_DATE
7/3/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
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FilePath
\MIGRATIONS\C\CARROLTON\17495\SU0006613\NL STDY.PDF
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EHD - Public
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Fj <br /> Soil Suitability&Nitrate LoadingStudy Y Page 15 <br /> St. Patrick's Church,Escalon, CA <br /> Project No. 607.1 <br /> October 14, 2009 <br /> and Finnemore model is then used to estimate the nitrate concentration in <br /> - groundwater. The calculation worksheet(s) are in Appendix E. <br /> System Acres Daily Flow Effluent Denitrification Percolation N <br /> Cone. N . Factor d R Loading <br /> Existing Res. 22 200 GPD 44 m L 25% 2.86 in. 20 lbs <br /> Proposed Chapel 22 300 GPD 80 m L 25% 2.86 in. 55 lbs <br /> Proposed Large Sys. 22 4,835 GPD 57.8 m L 25% 2.86 in. 636 lbs <br /> The existing residential septic system is producing a total of 20 pounds per year <br /> of nitrate leaching to groundwater. The proposed dedicated chapel system will <br /> ' add an additional 55 pounds for a total of about 75 pounds of nitrate per year. <br /> When the site is entirely developed, the large septic system will add 636 pounds <br /> of nitrate, but the currently existing residential system will no longer be active. <br /> Neither the existing or proposed septic systems will result in nitrate <br /> F1 concentrations in excess of the MCL limit at the uppermost layer of groundwater <br /> as summarized below: <br /> System N as % <br /> of MCL <br /> Existing Res. 2F" � <br /> Proposed Chapel 46 SA►��e y <br /> 4 <br /> -Proposed Large Sys <br /> The future large system is estimated to result in nitrate loading to groundwater <br /> that will exceed the MCUlimit. This calculation does not, however, consider the <br /> dilution that occurs as newly introduced water mixes with the deeper <br /> roundwater. e ca culated groundwater concentrations offer a "worst case" <br /> estimate, which is unlikely to be representative of actual groundwater <br /> conditions. <br /> The nitrate introduced from the current and proposed systems will move <br /> through the groundwater as it flows. As the groundwater flows, the somewhat <br /> F, <br /> elevated concentration of nitrate at the groundwater surface that results from <br /> the on site septic systems will rapidly decrease through dispersion. It is unlikely <br /> that nitrate in excess of MCL limits will be detectable beyond_ .he_-dawn gradient. <br /> limits of the property.,-I-- _ - <br /> F <br /> P2937 Veneman Ave.,#B240 Geo-Phase Environmental Inc. Phone: (209) 569-0293 <br /> Modesto, CA 95356 Fax: (209) 569-0295 <br /> Fi <br /> .0 <br />
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