My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SR0080264 SSNL
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
D
>
DIABLO
>
16327
>
2600 - Land Use Program
>
SR0080264 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/10/2022 11:10:17 AM
Creation date
11/19/2019 9:39:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080264
PE
2602
STREET_NUMBER
16327
STREET_NAME
DIABLO
STREET_TYPE
CT
City
TRACY
Zip
95304
APN
20937019
ENTERED_DATE
2/27/2019 12:00:00 AM
SITE_LOCATION
16327 DIABLO CT
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\tsok
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
267
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
Soil Suitability / Nitrate Loading Study <br /> Ernst Property ■ Tracy, CA Irerracon <br /> February 21, 2019 revised April 9, 2019 ■ Terracon Project No. NA197000 <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 /> 2.3.4.2 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 (N2) 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 percent to 15 percent. <br /> Based on the results of the shallow soil borings, the proposed new leach field is expected to be <br /> located within silty sandy soils with clay below 2.5 feet bgs. Based on the soils encountered <br /> during our borings and anticipated percolation rate, a denitrification estimate of 30 percent was <br /> selected. <br /> 2.3.5 Nitrate Loading Scenario <br /> A nitrate loading scenario was performed to determine the impact from the proposed project. The <br /> scenario utilizes the variables discussed previously which represent the estimated conditions and <br /> uses associated with this project. The following table presents a summary of the nitrate loading <br /> calculation for the site. A copy of the nitrate loading calculation is included in Appendix F. <br /> Table 6. <br /> Summary of Nitrate Mass Balance Equation. <br /> Result Average Effluent Leachfield Deep <br /> Acres Concentration Percolation <br /> Land Use (Nc)" Daily Flow Denitrification <br /> (mglL-N) (A) (Q)(gpd) (Nw) (d) of Rainfall <br /> (mg/L-N) (R)(in) <br /> Existing Residence 20.2 2.07 700 35 30% 1.01 <br /> Proposed Mobile 18.1 2.07 420 35 30% 1.01 <br /> Home <br /> Existing Residence 38.3 <br /> and Proposed Mobile <br /> Home <br /> Maximum contaminant level(MCL)for nitrate in drinking water is 10 mg/L-N. <br /> Based on the nitrate loading balance calculation (Table 6), nitrate levels for the proposed use is <br /> anticipated at 38.3 mg/L N above the MCL of 10.0 mg/L-N. <br /> Responsive■ Resourceful ■ Reliable 15 <br />
The URL can be used to link to this page
Your browser does not support the video tag.