My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0080888 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
THORNTON
>
11265
>
2600 - Land Use Program
>
SR0080888 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/25/2020 12:02:09 PM
Creation date
12/27/2019 9:34:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080888
PE
2602
FACILITY_NAME
PHRABUDDHIVONGSAMUNEE BUDDHIST TEMPLE
STREET_NUMBER
11253
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95219
APN
05520003
ENTERED_DATE
7/15/2019 12:00:00 AM
SITE_LOCATION
11253 N THORNTON RD
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
142
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Nitrate Mass Balance Calculation <br /> Buddhist Temple <br /> November Katin Event <br /> Data Input: <br /> Effluent Quantity(Q): 3 gals/day <br /> Effluent Stream(NW): 85.00 mg/L-N <br /> Site Area(A): 4.60 Acres <br /> Concentration Rain(Nb): 1.00 mg/L-N <br /> Denitrification(d): 30.0% <br /> Deep Perc.of Rain(R): 4.49 in/yr <br /> Result: <br /> Mass Balance(N�): 1.1 mg/L-N <br /> MCL Drinking Water Nitrate as N: 10.0 mg/L-N <br /> Percent of MCL Nitrate as N 11% <br /> Waste Loading(W): 0.01 in/yr <br /> Equations: <br /> Find W <br /> (W) in = (Q) gal x 1 ft3 x 365 day x 1 acre x 12 in x 1 <br /> yr day 7.48 gal 1 year 43,560 ft2 1 ft (A)acre <br /> 0.01 in/yr(site)=3 gal/day x(1 cu-ft/7.48 gals)x(365 days/1 year)x(1 acre 143,560 sq-ft)x(12 in/1 ft)x(1 site 14.6 acres) <br /> N,= WNW 1-d +RN <br /> W+R - Hantzsche-Fennemore Equation(NO <br /> 1.1 mg/L-N=((0.01 in/yr x 85 mg/L-N x(1-0.3))+(4.49 in/yr x lmg/L-N))/(0.01 in/yr+4.49 in/yr) <br /> Variables: <br /> Nc=Average nitrate-N concentration(mg/1)of combined effluent and rainfall percolate(1.1 mg/L-N). <br /> W =Uniform waste water loading for study area(in/yr)(0.01 inches/year). <br /> Nw=Total nitrate-N concentration of waste water percolate(85 mg/L-N). <br /> d=Fraction of nitrate-N loss due to denitrification in the soil(30%). <br /> R=Uniform deep percolation of rainfall(4.49 in/yr). <br /> Nb=Background nitrate-N concentration of rainfall(1 mg/L-N). <br /> Assumptions: <br /> 1. Total nitrogen concentration of waste stream based on estimate of 85 mg/L-N. <br /> 2. Fraction of nitrate-N loss due to denitrification in the soil is assumed to be 30%. <br /> 3. Estimated deep percolation of rainfall is 4.49 in/yr,see deep percolation of rain worksheet. <br /> 4. Assume background nitrate-N concentration of rainfall is 1 mg/L-N. <br /> Irerracon <br />
The URL can be used to link to this page
Your browser does not support the video tag.