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SR0079389 SSNL
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SR0079389 SSNL
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Last modified
1/15/2020 2:30:27 PM
Creation date
9/4/2019 11:12:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0079389
PE
2601
STREET_NUMBER
17386
Direction
N
STREET_NAME
CHERRYWOOD
STREET_TYPE
ST
City
VICTOR
Zip
95253
APN
05110012
ENTERED_DATE
7/12/2018 12:00:00 AM
SITE_LOCATION
17386 N CHERRYWOOD ST
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\C\CHERRYWOOD\17386\NL STUDY.PDF
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EHD - Public
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Nitrate Loading Study Irerracon <br /> Roque Property o Victor, California <br /> July 6, 2018 ■Terracon Project No. NA187032 <br /> Standards (2003), Crites and Tchobanoglous (1998), and EPA (1980). Table 4-2 of the text from <br /> Crites and Tchobanoglous indicates that the typical residential use rate is 70-gallons per day per <br /> bedroom. The EPA Design Manual (Table 4-6) indicates the typical use rate is 45-gallons per <br /> day per resident. Based on a review of the USGS California Water Science Center California <br /> Water Use 2010 Data, average daily domestic use per capita was estimated at 69-gallons per <br /> day. Per conversations with Mr. Rodney Estrada, the EHD recommends a residential use rate of <br /> 70-gallons per person/day. Mr. Estrada additionally indicated the EHD recommends calculating <br /> the estimated sewage flow based on the number of bedrooms per residence with an average <br /> potential occupancy of two persons per bedroom. The following table presents the proposed <br /> potential septic wastewater use for the site. The flow rates selected for the uses associated with <br /> this project are based on EHD recommendations and estimated potential occupancy of 2 persons <br /> per bedroom per day. <br /> The rates presented from the references provide general guidance but do not always reflect a <br /> match in usage. Should any of the above information provided to our office change or is inconsistent <br /> with what is stated, our office shall be contacted to make any necessary modifications to our <br /> calculations. Examination and professional judgement,and experience shall be used when selecting <br /> a reasonable flowrate. The flow rates selected for the uses associated with this project are <br /> presented on the following page. <br /> Table 2. <br /> Potential Quantity of Effluent. <br /> Potential Average Average <br /> Number Number Effluent days of Potential Average Daily <br /> Category of of People Quantity per Flow <br /> Bedrooms per Person useFlow <br /> (gpd*) <br /> Bedroom (gpd*) <br /> (2 bedrooms x 2 people per <br /> Existing bedroom x 70 gal. per day x <br /> Residence 2 2 70 365 365 days per year)/365 <br /> days per year= 280.0 gpd <br /> (2 bedrooms x 2 people per <br /> Proposed bedroom x 70 gal. per day x <br /> Residence 2 2 70 365 365 days per year)/ 365 <br /> days per year= 280.0 gpd <br /> Potential Average Daily Flow 560.0 gallons per day <br /> *gpd- gallons per day <br /> Based on a review of Table 2, the estimated potential sewage flow rate for the existing two <br /> bedroom residence is 280-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 /> Responsive■ Resourceful ■ Reliable 6 <br />
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