My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0080932 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
P
>
PALMQUIST
>
8891
>
2600 - Land Use Program
>
SR0080932 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/18/2019 2:12:35 PM
Creation date
11/18/2019 1:47:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080932
PE
2602
STREET_NUMBER
8891
Direction
W
STREET_NAME
PALMQUIST
STREET_TYPE
AVE
City
TRACY
Zip
95304
APN
24807024
ENTERED_DATE
7/23/2019 12:00:00 AM
SITE_LOCATION
8891 W PALMQUIST AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
61
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 Loading Calculations: <br /> Variable Value Units Description <br /> Q 420 gallons per day Effluent flow rate from report <br /> Nw 35 mg/L-N Effluent stream concentration from report <br /> A 0.5 acres Site area from report <br /> Nb 0.3 mg/L-N Concentration of rain water from report <br /> d 0.35 constant Denitrification factor from report <br /> R 3.12 inches per year Recharge rate of rainfall from report(evapotranspiration method) <br /> W 11.3 inches per year Uniform waste water loading for site calculation result <br /> Nc 17.9 mg/L-N RESULT. Long-term average concentration of percolating effluent <br /> Find Variable(lM: <br /> (W) in = (Q) gal x 11 W x 365 day(s) x 1 acre x 12 in x 1 site <br /> yr day 7.48 gal 1 year 43,560 ftz 1 ft (A)acre(s) <br /> 11.29 in/yr(site)=420 gal/day x(1 cu-ft/7.48 gals)x(365 days/1 year)x(1 acre/43,560 sq-ft)x(12 in/1 ft)x(1 site 10.5 acres) <br /> Hantzsche-Fennemore Equation(Nc): <br /> Nc= WN-0-d)+M <br /> W+R <br /> 17.89 mg/L-N=((11.29 inyr x 35 mg/L-N x(1-0.35))+(3.12 in/yr x 0.3mg1L-N))/(11.29 in/yr+3.12 in/yr) <br /> Assumptions: <br /> 1. Total nitrogen concentration of influent waste stream is 35 mg/L-N. If different influent concentrations exist,use weighted average <br /> 2. Fraction of nitrate-N loss due to denitrification in the soil is 35%. <br /> 3. Estimated deep percolation of rainfall is 3.12 in/yr. <br /> 4. Background nitrate-N concentration of rainfall is 0.3 mg/L-N. <br /> Nitrate Loading Calculation Plate No.: 13 <br /> 40&&:-- Project No: 1922 <br /> Armer Property <br /> LIVE OAK 8891 W.Palmquist Ave. Date: July 17,2019 <br /> GEO ENVIRONMENTAL INC, Tracy,CA <br />
The URL can be used to link to this page
Your browser does not support the video tag.