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SR0080609 SSNL
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SR0080609 SSNL
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Last modified
11/7/2019 10:22:49 AM
Creation date
11/7/2019 9:51:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080609
PE
2602
FACILITY_NAME
WILLIAMS / FELIX PROPERTY
STREET_NUMBER
5023
Direction
E
STREET_NAME
ASHLEY
STREET_TYPE
LN
City
STOCKTON
Zip
95212
APN
08607022
ENTERED_DATE
5/13/2019 12:00:00 AM
SITE_LOCATION
5023 E ASHLEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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calculation shown, the estimated rate of recharge from percolating waters for the Staten <br /> Island station is determined to be 12.60 inches (Plate 16). A statistical error of 49 <br /> percent is associated with this value. The two stations are then averaged, for a regional <br /> deep percolation value of 8.16 inches. <br /> The nitrate concentration of the recharge waters was estimated to be 1 mg/L-N <br /> (Hantzsche and Finnemore). <br /> Quantity and Quality of Domestic Wastewater <br /> Mr. Williams indicated that he plans to construct two new four-bedroom houses on the <br /> Site. _`----- <br /> Crites and Tchobanoglous (1998) list a typical flow rate of 50 to 70 gallons per person <br /> per day for an individual residence. The San Joaquin County Environmental Health <br /> Department has indicated that maximum flow and double occupancy within each <br /> bedroom should be considered for the nitrate loading assessment; as a result, a value <br /> of 140 gallons per bedroom per day has been selected (personal __communication, <br /> January 6, 2017). <br /> The maximum daily flow for'the Site was estimated to be 1,120 gallons per day (gpd), <br /> based on eight bedrooms at 140 gallons per bedroom. <br /> A typical residential concentration of 35 mg/L of nitrate as N was selected for the/�, <br /> proposed residence (Crites and TFhobanoglous,,998). <br /> The estimated flow values discussed here should not be used for the design and sizing <br /> of the septic system. The design and sizing of the septic system should utilize the San <br /> Joaquin County Environmental Health Department On-Site Wastewater Treatment <br /> Systems Standards which incorporate peak and surge flow factors. The estimates used <br /> in the On-Site Wastewater Treatment Systems Standards may be greater than those <br /> discussed here. <br /> Denitrification Reductions <br /> Denitrification is a process that occurs in the septic system drain field whereby certain <br /> bacteria oxidize the nitrate (NO3) in the wastewater and release nitrogen gas (Nz) to the <br /> atmosphere. Due to the biologic processes in the shallow soils, nitrogen in the drain <br /> field will may undergo a reduction between 10 percent to 35 percent. Soils with higher <br /> clay content, moist soil conditions, high pH, and organic material denitrify by about 35 <br /> percent, and soils with high sand content tend to denitrify at a lower rate of about 10 <br /> percent. <br /> A denitrification factor of 35 percent was selected for the Site because of the clayey soil <br /> present at the percolation test locations. <br /> LOGE 1919 Page 10 <br />
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