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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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.r <br /> LOGE 1938: Kusalakari NLS Addendum Page 2 <br /> November 20, 2019 <br /> For this addendum, most of the variables remain unchanged from the original report. <br /> The quantity and quality of wastewater generated have been corrected as discussed <br /> above. The new average daily flow calculation is presented below: <br /> Average Daily Flow Calculation <br /> Use Units Rate Subtotal Adjustment Average Daily <br /> Flow <br /> Volunteers 2 13 gal/person/day 26 gpd None 26 gpd <br /> (daily) <br /> Residence 3 BR 140 gal/BR/day 420 gpd None 420 gpd <br /> Congregants, 10 10 gal/person 100 gpd 5/7, 58.7 gpd <br /> weekdays 300/365 <br /> (no kitchen use) <br /> Congregants, 40 10 gal/person 400 gpd 2/7, 93.9 gpd <br /> weekends 300/365 <br /> (no kitchen use) <br /> Congregants, 185 10 gal/person 1,850 gpd 4/365 20.3 gpd <br /> events <br /> (4 per year, some <br /> kitchen use) <br /> Retreat guests 47 50 gal/person 2,350 65/365 418.5 gpd <br /> (overnight gpd <br /> on-site) <br /> Retreat day visitors 2 10 gal/person 20 gpd 65/365 3.6 gpd <br /> Total 1,041 gpd <br /> Adjustment factors convert calculated flow into average daily flow over a year. This needs to be taken into account <br /> since attendance varies by day of the week, and retreats take place only part of the year. The factors 2/7 and 5/7 <br /> refer to days per week. The factors 65/365 and 300/365 refer to days per year. No adjustment factor is used for a <br /> residence since it is continuously occupied. <br /> The new weighted average nitrate concentration is calculated as follows: <br />
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