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SU0004376 SSNL
Environmental Health - Public
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SU0004376 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:44 AM
Creation date
9/9/2019 10:21:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004376
PE
2632
FACILITY_NAME
PA-0200108
STREET_NUMBER
3685
Direction
E
STREET_NAME
STEVENSON
STREET_TYPE
AVE
City
STOCKTON
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
3685 E STEVENSON AVE
RECEIVED_DATE
4/2/2002 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\S\STEVENSON\3685\PA-0200108\SU0004376\NL STDY.PDF
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EHD - Public
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Hughes Hardwoods L <br /> May 5,2003 <br /> Page 6 <br /> planners and local officials but with some real limitations. In their article published in Ground <br /> Water, Hantzsche and Finnemore mention that"...the equation ignores dispersion, lateral flow, <br /> and mixing with ground water flow from up-gradient areas. These processes would generally <br /> contribute to additional reduction of nitrate-nitrogen concentrations in ground water to the extent <br /> that the nitrate-nitrogen concentration of ground-water flow from up-gradient areas is lower."' <br /> Hantzsche and Finnemore state their approach provides "...a conservative (worst case) first <br /> approximation of ground-water nitrate-nitrogen concentration resulting from the combined effect <br /> of on-site sewage disposal systems and precipitation. This (the equation and approach) is for <br /> estimation of long-term effect (i.e., over years) on ground-water quality, and is not intended for <br /> prediction of seasonal changes."' <br /> The method takes into account development area, soil denitrification factor, rainfall volume, <br /> rainfall nitrate concentration, the waste effluent quantity, and waste effluent nitrate concentration. <br /> The formula, assumptions and calculations used for the analysis are shown on Plates 8 and 9. The <br /> units of nitrate used in the mass balance equation are nitrate-N whose maximum drinking water <br /> contaminate level is 10 mg/L. <br /> 6.1 Quantity of Quality of Domestic Wastewater From the FacilitY' <br /> The average"total nitrogen N"concentration of the domestic residential waste water is normally <br /> considered to be 20-85 mg/L-N with a typical residential concentration of 35 mg/L-N.' The <br /> concentration of total nitrogen of the waste water influent is estimate to be 75 mg/L-N, due to the <br /> lack of shower or kitchen water proposed for the facility. <br /> The calculated peak and average daily flow quantities for the facility are as follows: <br /> 4 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 /> s :PERS 1 <br /> Z '• <br /> p A <br /> off pG\ <br />
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