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SR0078620 SSNL
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SR0078620 SSNL
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Last modified
1/3/2020 11:44:59 AM
Creation date
9/4/2019 9:52:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0078620
PE
2601
STREET_NUMBER
12372
Direction
N
STREET_NAME
ANGIER
STREET_TYPE
RD
City
LODI
Zip
95240
APN
06114064
ENTERED_DATE
1/16/2018 12:00:00 AM
SITE_LOCATION
12372 N ANGIER RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\A\ANGIER\12372\NL STUDY.PDF
Tags
EHD - Public
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Nitrate Loading Study lrarracon <br /> Rowe Property w Lodi, CA <br /> November 6, 2017 ■ Terracon Project No. NA177059 <br /> Based on a review of Table 2, the estimated sewage flow rate for two people is 140-gallons per <br /> day. The estimated sewage flow rate for the proposed future site use for one person is estimated <br /> at 140-gallons per day. The combined estimated sewage flow rate is 280-gallons per day for both <br /> the existing and proposed future site use. <br /> According to Mr. Estrada, the EHD recommends calculating the estimated sewage flow based on <br /> the number of bedrooms per residence with an average potential occupancy of two persons per <br /> bedroom. The following table presents the proposed potential septic wastewater use for the site. <br /> The flow rates selected for the uses associated with this project presented below are based on <br /> EHD recommendations and estimated potential occupancy of 2 persons per bedroom per day. <br /> Table 3. <br /> Potential Quantity of Effluent. <br /> Potential Average <br /> Number Number Effluent Average Potential Average Daily <br /> Category of of People Quantity per days of Flow <br /> use per <br /> Bedrooms per Person (gpd*) <br /> Bedroom (gpd*) Year <br /> (3 bedrooms x 2 people per <br /> Existing bedroom x 70 gal. per day x <br /> Residence 3 2 70 365 365 days per year)/365 days <br /> per year=420 gpd <br /> (2 bedrooms x 2 people per <br /> Proposed 2 2 70 365 bedroom x 70 gal. per day x <br /> Residence 365 days per year)/365 <br /> days per year=280.0 gpd <br /> Potential Average Daily Flow 700.0 gallons per day <br /> *gpd-gallons per day <br /> Based on a review of Table 3, the estimated potential sewage flow rate for the existing three <br /> bedroom residence is 420-gallons per day. The estimated potential sewage flow rate for the <br /> proposed future site two bedroom residence is 280-gallons per day. The combined estimated <br /> potential sewage flow rate for both the existing and proposed future site use is 700-gallons per <br /> day. <br /> The average total nitrogen concentration of domestic wastewater is normally considered to be 20 <br /> to 85 mg/L-N with 35 to 45 mg/L-N being typical (Crites and Tchobanoglous, 1998). It is estimated <br /> that commercial use will have higher concentrations of total nitrogen when compared to residential <br /> use. For the purposes of the nitrate loading estimate, it is estimated that the average <br /> concentration for total nitrogen in wastewater for the project is approximately 35 mg/L-N over the <br /> long term. <br /> Responsive ■ Resourceful n Reliable 7 <br />
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