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SR0080912 SSNL
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SR0080912 SSNL
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Entry Properties
Last modified
2/10/2022 2:11:11 PM
Creation date
12/4/2019 8:50:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080912
PE
2602
STREET_NUMBER
3732
Direction
E
STREET_NAME
CARPENTER
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
17916050
ENTERED_DATE
7/18/2019 12:00:00 AM
SITE_LOCATION
3732 E CARPENTER RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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SJGOV\tsok
Tags
EHD - Public
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7�=eHleaven <br /> sed Heaven Temple <br /> Temple Restrooms are proposed to be used extensively only 3x/yr during the Buddhist <br /> New Year, which is a consecutive three day event. Use of the Restrooms throughout the remaining <br /> days of the year may only amount to 10%of this maximum three-day usage according to the Father <br /> Monk. <br /> The number of plumbing fixtures within the on-site existing Temple Men's/Women's Restrooms <br /> will be used to calculate average daily flows (ADFs) based on an assumed maximum fixture usage <br /> of 3x/hr; 8 hrs/d, 3 dpy: Men's: 9 toilets, 7 urinals; Women's: 16 toilets=32 fixtures x 2 gals/use <br /> (1.5 galsflush+ 0.5 gals hand washing)= 64 gals/use x 3 uses/hr= 192 gals/hr x 8 hr/day= 1,536 gals/day x 3 days <br /> of each year=4,608 gals. Ten percent usage the remaining days of the year: 1,536 x 10%= 154 gpd <br /> x 362 dpy= 56,064 gals. <br /> This yearly flow volume figure totals: 805,920 (residential); 105,120 (existing Temple) and(4,608 <br /> + 56,064 -proposed Heaven Temple)=971,712 gpy. This figure will be used for the yearly <br /> wastewater generation of the entire facility for the nitrate loading calculations below. <br /> Wastewater Characteristics <br /> To accurately quantify nitrogen concentrations to calculate nitrate loading, a septic tank effluent <br /> sample was taken from the second compartment of the second tank that serves the existing Temple <br /> before the effluent flows to the disposal area. The Table below reveals the TKN to be 89.6 mg/L. <br /> The nitrate concentration was reported at<2.5 mg/L, however, according to Denele Labs,this is <br /> equivalent to non-detect(ND) and due to reporting purposes,this figure must be used. <br /> This concentration of 90 mg/L of TN will be used in the loading calculations below. The scientific <br /> literature cites nitrogen concentrations in domestic septic effluent at a value of 62 mg N/L(See <br /> Kaplan-Septic Systems Handbook,Pg. 147). Consequently, this is a 45% increase in nitrogen <br /> concentration used in the calculations. <br /> TABLE 5 <br /> SEPTIC TANK EFFLUENT SAMPLED FROM SECOND 1,200 GALLON TANK <br /> DIRECTLY EAST OF THE TEMPLE RESTROOMS: <br /> ANALYTICAL RESULTS OF TESTED CONSTITUENTS <br /> SAMPLE ID NITRATE-NO, TOTAL AMMONIUM ORGANIC TOTAL p1I <br /> KJELDAHL NITROGEN- NITROGEN ALKALINITY <br /> NITROGEN NH, <br /> (TKN) <br /> WAT S.T.EFF. <2.5(ND)mg/L 89.6 mg/L 75.6 mg/L 14 mg/L 616 mg/L 6.9 <br /> Page -7- <br /> Chesney Consulting <br />
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