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SU0005899 SSNL
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SU0005899 SSNL
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Last modified
5/7/2020 11:31:51 AM
Creation date
9/9/2019 11:09:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005899
PE
2631
FACILITY_NAME
PA-0600033
STREET_NUMBER
10112
Direction
E
STREET_NAME
WOODBRIDGE
STREET_TYPE
RD
City
ACAMPO
APN
01723001
ENTERED_DATE
1/31/2006 12:00:00 AM
SITE_LOCATION
10112 E WOODBRIDGE RD
RECEIVED_DATE
1/31/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\W\WOODBRIDGE\10112\PA-0600033\SU0005899\NL STDY.PDF
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EHD - Public
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y June 12, 2006 <br /> NOA Project Number: E06061A <br /> /The estimated sewage flow rates for use categories are available from a number of references. The <br /> uses presented below were guided by the San Joaquin County On-Site Wastewater Dirfiosal Standards <br /> (2003), Crites and Tchobanoglous (1998), and EPA (1980). The text from Crites and <br /> 60 The <br /> (1998) (Table 4-2) indicates that the typical residential use rate is 70 gallons per day. <br /> The EPA (1980) Design Manual(Table 4-6) indicates the typical use rate is 45 gallons per day for a <br /> resident. The higher estimate of Crites and Tchobanoglous will be used for residential use. <br /> ✓The text from Crites and Tchobanoglous (1998) (Table 4-2) indicates that the typical office worker <br /> (includes commercial workers) use rate is 13 gpd. The EPA (1980) Design Manual (Table 4-6) <br /> indicates the typical use rate is 14.5 gpd for an office worker. Since the Crites and Tchobanoglous <br /> (1998) information is the most current available,our office believes it provides the best estimate of <br /> waste water flow for the office/commercial worker category. Therefore, 13 gpd will be used for <br /> Leach employee. <br /> To estimate the waste water flow from customer visits (including guests at marketing events), each <br /> visit to the Site is estimated to generate 2 gallons of waste water. <br /> V <br /> The following table presents the septic waste water uses associated with the Site. The rates <br /> presented from the references provide general guidance but do not always reflect a match in usage. <br /> Careful examination,professional judgement, and experience are necessary to select a reasonable <br /> flow rate estimate. The flow rates selected for the uses associated with this project are presented <br /> L next <br /> Typical Quantity of Effluent <br /> Category Total People per Average Quantity per Average Daily Flow <br /> Day Person Per Parcel <br /> Residential 7 70 gpd/resident 7 residents*70 gpd=490 gpd ✓ <br /> Total Residential 490 gpd <br /> i <br /> Commercial— ✓ 2 Mon-Fri 2 employees*13 gpd* 5/7= 18.6 gpd " <br /> Employee G 2 Thurs-Sun 13 gpd/employee 2 employees* 13 gpd* — 14.9 gke-cerL <br /> Commercial-- ✓20 Thurs-Sun mers*2 gpd*4/7=22.8Customer /�40 special event 2 BPd/customer 0 customers*2 gpd*4/365 =0.88 Total Commercial �� dNote —gpd is gallons per day;5/7 is a conversion for the 5-day week;4/7 isac s ay <br /> through Sunday;4/365 in a conversion for four events per year. _ <br /> /For the subject property,the total average daily waste water quantity is 490 gallons per day (gpd) -: -Z <br /> Lfrom residential use and 57 gpd from commercial use, a total of 547 gpd. a!a ee�'-lr5' <br /> total -concerltranon of domestic waste water is normally considered to be <br /> 20-85 mg/L-lytth 35 to 45 N being typical (Crites and Tchobanoglous, 1998). A <br /> 5 <br /> L <br />
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