My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0083045_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
THORNTON
>
14749
>
2600 - Land Use Program
>
SR0083045_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/9/2021 11:42:19 AM
Creation date
3/9/2021 11:38:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083045
PE
2602
FACILITY_NAME
3 B'S TRUCK AND AUTO PLAZA
STREET_NUMBER
14749
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95242
APN
05515026
ENTERED_DATE
12/18/2020 12:00:00 AM
SITE_LOCATION
14749 N THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\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.
/
59
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
18 Januar 2021 AdvancedGeo <br /> January An Employer-Owned Company <br /> Project No. 05-1278 <br /> Page 2 of 3 <br /> DENITRIFICATIONS CAUSED BY SOILS <br /> The process of denitrification is important when utilizing subsurface septic lines and <br /> regularly occurs in the soil within the leach fields where bacteria utilize oxygen in the <br /> nitrate to release nitrogen gas out to the atmosphere. The denitrification process is <br /> controlled by waste concentrations, soil type, annual rainfall, pH of the soils, total organic <br /> concentration of the soil (TOC) and exposure time to nitrogen. The soils with a high or <br /> moderate clay content, higher organic content, high pH, and adequate soil moisture <br /> denitrify the concentrations by approximately 20 to 30 percent and less desirable soils <br /> with more sands and faster percolation rates (less moisture and clay content) denitrify <br /> only about 10 percent. A denitrification factor of 25 percent was selected for the <br /> calculation based on the sandy loam soil existing at the site. <br /> MASS BALANCE OF NITROGEN LOADING <br /> The EHD requires the user to consider all potential sources identified for wastewater <br /> generation. Further, the EHD supports the use of Hantzsche/Finnemore, or other <br /> appropriate formula/model to calculate a mass of nitrogen loading. <br /> RESIDENTIAL: <br /> The Hantzsche / Finnemore (Nr) equation for residential home application: <br /> Nr = IxNw (1-d) + RxNb = (I+R) <br /> Definitions: <br /> Nr = The average concentration of nitrate-nitrogen in the recharged wastewater 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. The total wastewater volume for proposed project will be <br /> 1,350 gpd + 600 gpd x 365 days of proposed operation = 1,950 x 365 days - 7.48 gallons <br /> per cubic foot = 95,154 cubic feet of wastewater. Does not account for evapotranspiration <br /> likely to occur. <br /> NW = Total nitrogen concentration of wastewater at 85 mg/L-N based on the average <br /> discharge. <br /> d = Fraction of nitrogen concentration removed from the wastewater due to denitrification <br /> within the soil (25 percent for loamy soils). <br /> R = Estimated Deep percolation / average rainfall recharge rate per year: 11 .78 inches. <br />
The URL can be used to link to this page
Your browser does not support the video tag.