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SR0081180 SSNL
Environmental Health - Public
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SR0081180 SSNL
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Last modified
1/28/2020 10:12:16 AM
Creation date
1/28/2020 10:04:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081180
PE
2602
FACILITY_NAME
KUSALAKARI PROPERTY
STREET_NUMBER
9698
Direction
S
STREET_NAME
PRIEST
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
APN
19322015
ENTERED_DATE
9/23/2019 12:00:00 AM
SITE_LOCATION
9698 S PRIEST RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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attendees per day." Mr. McNamara indicated that 10 or less congregants per day are <br /> anticipated on weekdays. <br /> The estimated sewage flow rates for various uses are available from a number of <br /> references. The uses presented below were guided by the San Joaquin County On-Site <br /> Wastewater Treatment Systems Standards (2017), Crites and Tchobanoglous (1998), <br /> and US EPA (1980). <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 (personal <br /> communication, January 6, 2017); as a result, a value of 140 gallons per bedroom per <br /> day has been selected for the three-bedroom residence on the Site. <br /> Crites and Tchobanoglous list a value of 50 gallons per day for a guest at a hotel. <br /> Because the guests at the retreat on the Site will be staying for a maximum of 10 days, <br /> during which time they will not wash laundry or do other water-intensive activities, the <br /> hotel use value is appropriate and is selected for the guests. <br /> Crites and Tchobanoglous indicate that 13 gallons per day for each employee is typical <br /> for an office worker; this rate was used for the volunteers of the religious facility. <br /> The On-Site Wastewater Treatment Systems Standards indicate 10 gallons per seat is <br /> the typical flow for a church with a kitchen; however, this value is intended for use in <br /> sizing septic systems and may overestimate use. Crites and Tchobanoglous indicate 3 <br /> gallons per seat is the typical use for an assembly hall, 9 gallons per customer is the <br /> typical use for a restaurant, and 7 gallons per meal is the typical use for a dining hall. <br /> For the purpose of this study, 7 gallons per person has been selected to represent the <br /> guests at an event, during which time a meal may be served. <br /> A value of 5 gallons per person is typically assigned to attendees at a religious facility <br /> without a kitchen; this value has been selected to represent daily (non-retreat, non- <br /> event) congregants because the kitchen will not be used on a daily basis. <br /> Crites and Tchobanoglous list 5 gallons per person for an attendee at a visitor center; <br /> this value has been used for day visitors to the Site. <br /> A typical residential concentration of 35 mg/L of nitrate as N was selected for the <br /> existing residence and proposed retreat housing (Crites and Tchobanoglous, 1998). <br /> Total nitrogen levels from commercial wastewater uses are known to be higher in <br /> concentration compared to residential levels due to less dilution from non-toilet sources. <br /> The typical residential wastewater range is reported to be 20 to 85 mg/L-N (Crites and <br /> Tchobanoglous, 1998). Since reference material for commercial restroom uses is <br /> LOGE 1938 Page 12 <br />
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