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SU0006977 SSNL
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SU0006977 SSNL
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Last modified
5/7/2020 11:32:51 AM
Creation date
9/4/2019 11:43:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006977
PE
2632
FACILITY_NAME
PA-0800061
STREET_NUMBER
21400
Direction
S
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
APN
21219012
ENTERED_DATE
3/7/2008 12:00:00 AM
SITE_LOCATION
21400 S CORRAL HOLLOW RD
RECEIVED_DATE
3/6/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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\MIGRATIONS\C\CORRAL HOLLOW\21400\PA-0800061\SU0006977\NL STDY.PDF
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EHD - Public
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rc. <br /> k ,, �.:PRECIPF -ATI N, AND Eto DATA FOR TRACY, CA <br /> - <br /> September 0.84 5.70 0119 <br /> October 1.66 4.03 0.13 _ -- <br /> November 2.10 2:10 0:07 -- <br /> December. 2.38 1.55 0.05 0.83 <br /> TOTALS(in.) 13.18 57.0 2.21 <br /> Table 5 illustrates that evapotranspiration far exceeds precipitation;ev-6n: when using higher <br /> rainfall data that exceeds normal rainfall.data by 28% (10.33 in. vs. 13.18 in.) Only in the months <br /> of December and January, and possibly.November and February would deep percolation <br /> potentially occur. This data illustrates a relatively high potential.for there to be significant <br /> evapotranspiration (or bare soil surface evaporation) from the disposal area. <br /> III: NITRATE ;LOADING S`TUDY-FINDINGS <br /> A. WASTEWATER CHARACTERISTICS AND FLOW VOLUME PROJECTIONS <br /> WASTEWATER CHARACTERISTICS <br /> No concentrated organic loading'should exist,because.there will-be no kitchen and a large <br /> percentage of the wastewater flows will be wash water. This graywater will be from the washing of <br /> hands, feet and face.before prayer', and will have very low nitrogen_concentrations. Blackwater will <br /> originate from toilets. Additional wastewater constituents may consist of other liquids to the <br /> system. No industrial or commercial chemicals, solvents, etc.should be introduced into the septic <br /> treatment system. <br /> From the anticipated characteristics described above, the nitrogen emanating from the project - <br /> should be at a much lower concentration than what would normally-.-be-found in a typical domestic <br /> or.household system, primarily due to the majority of the wastewater originating from the washing <br /> of hands, feet and face before prayer. This graywater will'create a dilution effect toW'any <br /> blackwater <br /> generation. The scientific literature (Ref 9) cites nitrogen concentrations in septic effluent typically <br /> ranging from 17 mg NIL for basins, sinks, etc. to 140 mg NIL for toilerwastes. <br /> Because of the strict Muslim Cultural practice of the forbiddance of the elimination of bodily wastes: <br /> within a Mosque (except in emergencies) as explained by Mr. Mohammad Arain, the 140 mg N/L <br /> referenced above maybe reduced to 10%-of this value, or 14 mg'N/L. Feet, hand"and face washing <br /> may contribute the same concentration as referenced-above at 17 mg-N/L. <br /> 11 - <br /> Chesney Consulting ' <br />
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