My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0081007 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
ALLEN
>
19113
>
2600 - Land Use Program
>
SR0081007 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2019 1:43:21 PM
Creation date
11/19/2019 1:13:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081007
PE
2602
STREET_NUMBER
19113
Direction
E
STREET_NAME
ALLEN
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
24538037
ENTERED_DATE
8/8/2019 12:00:00 AM
SITE_LOCATION
19113 E ALLEN RD
P_LOCATION
99
P_DISTRICT
004
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.
/
47
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 Study Irerracon <br /> Morris Property P Ripon, California <br /> September 12, 2018 ■ Terracon Project No. NA187039 <br /> that commercial use will have higher concentrations of total nitrogen when compared to residential <br /> use. For the purposes of the nitrate loading estimate, it is estimated that the average <br /> concentration for total nitrogen in wastewater for the project is approximately 35 mg/L-N over the <br /> long term. <br /> 3.5.1 Denitrification Estimate <br /> Denitrification is an important process which occurs within the leach field whereby certain bacteria <br /> utilize the oxygen in the nitrate (NO3) and release nitrogen gas (Nz) to the atmosphere. <br /> Denitrification is expressed as a percentage, and the normally accepted range is 10 percent to 35 <br /> percent. Soils with higher clay content, moist soil conditions, high pH, and organic material <br /> denitrify by about 35 percent, and soils with high sand content and fast percolation rates are <br /> estimated to denitrify at a lower rate, about 10 to 15 percent. Based on the sandy soils and <br /> relatively low clay content anticipated on the site(Section 1.1), a denitrification factor of 10 percent <br /> was selected. <br /> 3.5.2 Nitrate Loading Scenario <br /> The following table presents a summary of the nitrate loading calculation for the proposed site <br /> use. A copy of the nitrate loading calculation is included in Appendix B. <br /> Table 4. <br /> Summary of Nitrate Mass Balance Equation. <br /> Result Average Effluent Leachfield Deep <br /> Land Use (Nc)* Acres(A) Daily Flow Concentration Denitrification Percolation <br /> (mg/L- (Q) (gpd) (Nw) (d) of Rainfall <br /> N) (mg/L-N) (R) (in) <br /> Proposed 22.0 1.42 595.5 35 10% 2.54 <br /> residential use/ <br /> * EPA maxim uiTi-contam i nant level (MCL)for nitrate as N in drinking water is 10 mg/L-N. <br /> Based on the nitrate loading balance calculation (Table 4), nitrate levels for the proposed future <br /> use is anticipated to be 22.0 mg/L-N which is above the MCL of 10.0 mg/L-N. <br /> 3.5.3 Impact of Nitrate Loading to Nearby Water Sources <br /> Based on a review of the USGS Avena (1994) California Quadrangle topographic map (Appendix <br /> A), the site is located at approximately 80 feet above mean sea level with a topographic gradient <br /> toward the west. The nearest surface water source to the site is an unidentified irrigation canal <br /> located approximately 1,000 feet southwest of the site. As the subject property is relatively flat, <br /> we do not foresee percolating effluent affecting the surface water resources. <br /> Responsive ■ Resourceful ■ Reliable 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.