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SR0032706_SSNL
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Last modified
2/17/2021 4:35:27 PM
Creation date
2/17/2021 4:28:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0032706
PE
2602
STREET_NUMBER
10948
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WY
City
MANTECA
Zip
95336
APN
20402004
ENTERED_DATE
2/10/2003 12:00:00 AM
SITE_LOCATION
10948 S AIRPORT WY
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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SJGOV\sshih
Tags
EHD - Public
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4. Pastor Matt Linder <br /> May 5,2003 <br /> Page 2 _ <br /> Division, (PHS-EHD) for the proposed church facility to measure the potential concentration of <br /> 1 percolating effluent and rain fail over the-long term. If the proposed project will dispose of septic <br /> effluent to a shallow leach field, groisnd.water quality may be impacted to some degree. <br /> ' The method utilized for the nitrate loading analysis is'based on a simple mass balance formula, <br /> discussed in a published article by Hantzsche and Finnemore,' which provides a convenient.and <br /> simplified method to estimate long-term ground-water nitrate impacts on an area-wide basis. <br /> ,Hantzsche and Finnemore found that over along period of time, water quality in the upper <br /> saturated ground-water zone closely approximates the quality of percolating recharge waters.They <br /> believe that their method is a good planning tool and provides useful information to planners'and local <br /> officials but with some real limitations, In their article published in Ground Water, Hantzsche and <br /> i Finnemore mention that":..the equation ignores dispersion,lateral flow,-and mixing with ground water . <br /> flow from up-gradient areas. These processes would generally contribute to additional reduction of <br /> nitrate-nitrogen concentrations in ground water to the extent that the nitrate-nitrogen concentration of <br /> ground-water flow from up-gradient areas is lower."` <br /> The Hantzsche and Fennemore approach"...a conservative(worst case)first approximation of <br /> ground-water nitrate-nitrogen concentration-resulting from the combined effect of on-site sewage <br /> .disposal systems and precipitation. This(the equation and approach) is for estimation of long-term effect <br /> (i.e.,over.years) on ground-water quality, and is'not.intended for prediction of seasonal changes."` . <br /> The method takes into account development area, soil denitri fication'factor, rainfall volume, <br /> rainfall nitrate concentration,the waste effluent quantity, and waste effluent nitrate concentration. The <br /> formula,assumptions and calculations used for the analysis are shown on Plates 1 through 3. The units of. <br /> nitrate used in the mass balance equation are nitrate-N whose maximum drinking water contaminate level <br /> is 10 mg/L. <br /> Quantity of Quality of Domestic.Wastewater From the Church <br /> The average total nitrogen concentration of the domestic waste water is normally considered to <br /> be 20-85 mg/L-N with a typical concentration of 35 m /L`N. 2 Waste water for churches and schools are <br /> .typically higher in total nitrogen because the waste water is not diluted with shower or kitchen water. <br /> Mr.Bob Smith,technical expert, Orenco Systems Incorporated(OSI),indicated the average total <br /> nitrogen concentration of influent for a church facility would probably b"about 75 m IL N over a Yon <br /> a term period. .Therefore'the.estimated concentration of total nitrogen of the waste water is estimate to.be <br /> 75 mg/L-N,total nitrogen for the revised nitrate loading study. <br /> i 1 Hantzshe N.N.,Finnemore,E.J. 1991,Predicating Ground-Water Nitrate-Nitrogen hnpacts. Ground <br /> Water, Vol.30,No.4. <br /> z Crites,R.W.,and Tchobanoglous,G.,.1998,Small and decentralized wastewater management systems: <br /> WCB McGraw-Hill,Boston,First Edition,see Table,4-14,page 181. <br /> ?9Earn <br /> ' R <br />
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