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SR0077931 SSNL
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SR0077931 SSNL
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Entry Properties
Last modified
1/15/2020 4:16:48 PM
Creation date
9/4/2019 11:22:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0077931
PE
2601
STREET_NUMBER
11878
Direction
W
STREET_NAME
CLOVER
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21226016
ENTERED_DATE
7/17/2017 12:00:00 AM
SITE_LOCATION
11878 W CLOVER RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\C\CLOVER\11878\NL STUDY.PDF
Tags
EHD - Public
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PRECIPITATION AND Eto DATA FOR TRACY, CA <br /> August 1.05 7.75 0.25 <br /> September 0.84 5.70 0.19 <br /> October 1.06 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 /> This Table illustrates that evapotranspiration far exceeds precipitation, even when using higher <br /> rainfall data that exceeds normal rainfall data by 56%. Only in the months of December and <br /> January would deep percolation potentially occur. This data illustrates a relatively high potential <br /> for there to be significant evapotranspiration (or bare soil surface evaporation) from a wastewater <br /> disposal system design that may take advantage of evapotranspiration during favorable months of <br /> the year. <br /> NITRATE LOADING STUDY FINDINGS <br /> WASTEWATER FLOW VOLUME PROJECTIONS AND CHARACTERISTICS <br /> Wastewater Flow Volume Projections <br /> To determine nitrate-nitrogen loading from any project, wastewater flow volumes must be <br /> determined as accurately as possible. Domestic flow volume projections have been approximated <br /> from the USEPA Onsite Wastewater Treatment Systems Manual, Pg. 3-4. Residential (domestic) <br /> flow volumes average approximately 69 gallons/person/day. The EllD specifies that each <br /> bedroom has the potential for two people, for an ADF of 140 gpd, 365 dpy. As referenced,the <br /> existing house has three bedrooms and the guest house will have two bedrooms, for a total of five <br /> bedrooms. Therefore,total flow volume projection= 5 x 140= 700 gallons wastewater/day. <br /> This is obviously an exorbitant,unrealistic daily usage volume, but a volume sanctioned by EHD. <br /> Wastewater Characteristics <br /> Blackwater will originate from toilets and graywater from showers, laundry,teeth brushing, <br /> dishwashing and hand washing. Additional wastewater constituents may consist of other liquids <br /> to the system, such as coffee,juices, etc. <br /> The scientific literature cites nitrogen concentrations in domestic septic effluent typically ranging <br /> from 17 mg N/L for basins, sinks, etc. to 140 mg N/L for toilet wastes. Therefore, taking a <br /> composite of these values, a nitrogen concentration of 62 mg N/L within the septic effluent will <br /> be used to calculate nitrate-nitrogen loading for this project(See Kaplan -Septic Systems <br /> Handbook, Pg. 147). <br /> Page 4 of 12 <br />
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