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SR0081488 SSNL
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SR0081488 SSNL
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Last modified
11/20/2020 2:57:34 PM
Creation date
2/19/2020 2:05:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081488
PE
2602
FACILITY_NAME
10966 E MARIPOSA RD
STREET_NUMBER
10966
Direction
E
STREET_NAME
MARIPOSA
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
18106009
ENTERED_DATE
12/4/2019 12:00:00 AM
SITE_LOCATION
10966 E MARIPOSA RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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' Nitrate Loading Study Irerracon <br /> Arriaga Property r{ Stockton, California <br /> April 26, 2019 Terracon Project No. NA187059 <br /> determines whether the average monthly precipitation exceeds average monthly ETo. If so, then <br /> the difference is potential deep percolation. This method does not consider runoff. <br /> Table 2. <br /> Estimate of Deep Percolation of Rain <br /> Location Average Deep Percolation of Rain <br /> Stockton Area 2.64 inches per year <br /> Based on this method, the average deep percolation of rain for Stockton area is estimated to be <br /> 2.64 inches/year. The nitrate concentration of rainfall is estimated to be 1 mg/L-N (Hantzsche <br /> and Finnemore, 1992). <br /> 3.3 Current On-Site Sources of Nitrate <br /> The current on-site sources of nitrate include the existing residential septic system and natural <br /> processes. <br /> 3.4 Future On-Site Sources of Nitrate <br /> Per information provided by Mr. Solorio, the site is proposed to be developed with an additional <br /> 960 SF mobile home south of the existing residence and existing septic system. Therefore, the <br /> future on-site sources of nitrate will include the existing residential septic system, the proposed <br /> residential septic system, and natural processes. <br /> 3.5 Quantity and Quality of Wastewater from Project <br /> The following discussion is for determining the long-term wastewater flow generated from the <br /> proposed development for the nitrate loading analysis and should not be used for septic system <br /> design purposes. Typically, use estimates for the sizing of septic systems include a peak use <br /> factor, whereas the numbers discussed here are based on long-term averages. <br /> The estimated sewage flow rates for use categories are available from a number of references. <br /> The uses presented below were guided by the San Joaquin County On-Site Wastewater Disposal <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 United States Geological Survey (USGS) California <br /> Water Science Center California Water Use 2010 Data, average daily domestic use per capita <br /> was estimated at 69-gallons per day. The EHD recommends a residential use rate of 70-gallons <br /> per person/day times two persons per bedroom. <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 /> Responsive s Resourceful a Reliable 7 <br />
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