My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0009799 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
L
>
LARCH
>
11075
>
2600 - Land Use Program
>
PA-1200133
>
SU0009799 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:34:14 AM
Creation date
9/6/2019 10:47:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009799
PE
2656
FACILITY_NAME
PA-1200133
STREET_NUMBER
11075
Direction
W
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95376-
APN
21217002
ENTERED_DATE
10/10/2013 12:00:00 AM
SITE_LOCATION
11075 W LARCH RD
RECEIVED_DATE
8/23/2012 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LARCH\11075\PA-1200133\SU0009799\SS NL STDY.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
93
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
05 November 2014 <br /> AGE Project No. 14-3119 <br /> Page 14 of 17 <br /> NW Residential = Total nitrogen concentration of wastewater at 45 mg/L-N based on the <br /> average discharge. <br /> d = Fraction of nitrogen concentration removed from the wastewater due to denitrification <br /> within the soil (20 to 25 percent for clay type soils). <br /> R = Average rainfall rate per year: 13 inches. <br /> Nb = Background nitrate-nitrogen concentration of rainfall recharge, from wastewater <br /> influences. <br /> COMMERICAL <br /> The Hantzsche / Finnemore (Nr) equation for commercial application: <br /> Nr = IxNw (1-d)+ RxNb = (I+R) <br /> Nr= The average concentration of nitrate-nitrogen in the recharged waste water parts per <br /> million of nitrate-nitrogen. <br /> I = Volume rate of wastewater entering the soil averaged over the gross developed area <br /> (acres) in inches per year. <br /> • The restroom wastewater volume for proposed project will be 510 gpd x 104 of <br /> 365 days of proposed operation (0.28 [28%] operation over 365 days a year) _ <br /> 365 days X 510 gallons = 186,150 gallons X 0.28 = 52,122 gallons on an annual <br /> basis. <br /> Volumes of wastewater are expressed as 52,122 gallons _ 7.48 gallons per cubic foot = <br /> 6,968 cubic feet of restroom wastewater and 102,960 gallons = 7.48 gallons per cubic <br /> foot = 13,764 cubic feet of restroom wastewater. Does not account for evapotranspiration <br /> likely to occur. <br /> NWrestrooms = Total nitrogen concentration of wastewater at 85 mg/L-N based on the <br /> average discharge. <br /> d = Fraction of nitrogen concentration removed from the wastewater due to denitrification <br /> within the soil (20 percent for clay type soils). <br /> R = Average rainfall rate per year: 13 inches. <br /> Nb = Background nitrate-nitrogen concentration of rainfall recharge, from wastewater <br /> influences. <br /> Advanced GeoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.