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SU0004272 SSNL
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SU0004272 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:36 AM
Creation date
9/6/2019 10:48:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004272
PE
2632
FACILITY_NAME
PA-0300116
STREET_NUMBER
11515
Direction
W
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
ENTERED_DATE
5/17/2004 12:00:00 AM
SITE_LOCATION
11515 W LARCH RD
RECEIVED_DATE
4/1/2003 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\L\LARCH\11515\PA-0300116\SU0004272\NL STDY.PDF
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EHD - Public
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FFinColunms <br /> septic tank effluent concentrations from various researchers that have been published in <br /> ecentralized Wastewater Mana ement Systems by Crites and Tchobanoglous are found <br /> 3 and 4. These two columns illustrate the effect effluent filtration has on certain of the effluent, particularly BOD and TSS. Column 5 illustrates septic tank effluentns for the constituents listed that have been determined by the U.S.E.P.A. <br /> TABLE 6 <br /> Analysis of Septic Crites and Crites and U.S.E.P.A. <br /> ANALYTE System Effluent Tchobanoglous: Tchobanoglous: <br /> Averaged From With Effluent Filter Without Efnuent Filter <br /> Three S.J.C. <br /> Churches <br /> Ammonia Nitrogen(NH,--N) 103 mg/L 40 mg/L 40 mg/L 6-18 mg/L <br /> Organic Nitrogen 10 mg/L 28 mg/L 28 mg/L 30-82 mg/L <br /> Nitrate BDL BDL BDL BDL <br /> Total Nitrogen 113 mg/L 68 mg/L 68 mg/L 35-100 mg/1- <br /> Total <br /> g/LTotal Suspended Solids 72 mg/L 80 mg/L 30 mg/L <br /> (TSS) 200-290 mg/L <br /> Biochemical Oxygen 21 mg/L 180 mg/L 130 mg/L 200-290 mg/l. <br /> Demand(BOD,) <br /> pH 7.7 N/A N/A N/A <br /> Total Alkalinity 983 mg/L 60-120 mg/L 60-120 mg/L N/A <br /> B. CALCULATED NITRATE-NITROGEN LOADING <br /> Qinca calcula d or estimated nitrate-nitrogen impact to the soil and ultimately to the <br /> is difficult t determine due to the number of variables involved. These variables <br /> 'ability i wastewater flows, nitrogen concentrations and dilution effects that may <br /> occur, 2.)Impac previous on-site operations, 3.)Upgradient nitrate sources from agricultural <br /> farmland, 4.) Changes in groundwater directional flow and elevation, 5.) Denitrification potential of <br /> the underlying soil, and 5.)Rainfall recharge. <br /> As noted in Table 6, the Total Nitrogen(TN) content is substantially higher in the tested septic tank <br /> /cMuen an in the published sources. Therefore, as a safety factor, a Total Nitrogen concentration of <br /> 113 mg/L ill be used in the nitrate loading calculations, below. Various scientific methods are used <br /> to esrima nitrate-nitrogen loading. This study uses the Hantzsche/Finnemore Formula to predict the <br /> avemle concentration of nitrate-nitrogen in effluent recharge water. <br /> 13 <br /> Chesney Consulting <br />
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