My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0008656 SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
ELDERBERRY
>
13021
>
2600 - Land Use Program
>
PA-0900293
>
SU0008656 SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/7/2020 11:33:37 AM
Creation date
9/4/2019 6:00:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008656
PE
2626
FACILITY_NAME
PA-0900293
STREET_NUMBER
13021
Direction
N
STREET_NAME
ELDERBERRY
STREET_TYPE
CT
City
LODI
APN
05805017
ENTERED_DATE
3/2/2011 12:00:00 AM
SITE_LOCATION
13021 N ELDERBERRY CT
RECEIVED_DATE
3/2/2011 12:00:00 AM
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\E\ELDERBERRY\13021\PA-0900293\SU0008656\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.
/
60
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
- Impact of Existing Nitrate Concentration in Ground Water <br /> The calculation above utilizes average values for nitrate concentration in the effluent, <br /> with no consideration as to the quality of the source water. However, as discussed on <br /> page 4 of this report, a water test found the domestic well at the on-site residence to <br /> contain nitrate at a concentration of 126 mg/L- NO3 (28 mg/L-N). Nitrate plumes may <br /> drift and/or attenuate, so this level may not rernain consistent. In addition, a new well is <br /> proposed for the church facility which may produce water lower in nitrate. <br /> Nevertheless, for the purposes of modeling, a second weighted average calculation has <br /> been run which incorporates the detected ni r�feve-I in the source water. -For the <br /> estimated waste water quality in this calculation, the detected concentration of" g mg/L-j <br /> N is added to the average concentration values from Crites and Tchobanoglous_,___� <br /> Table 6. Weighted Average Concentration Calculation with Existing Nitrate <br /> Use Average Daily Estimated Waste Water Weighted Average <br /> Flow Quality Product <br /> Residence 360 gpd 45 + 28 = 73 mg/L-N 26,280 gpd-mg/L-N <br /> Parishioners - Sunday 139.3 gpd 85 + 28 = 113 mg/L-N 15,741 gpd-mg/L-N <br /> Meetings 22.5 gpd 85 + 28 = 113 mg/L-N 2,542 gpd-mg/L-N <br /> Totals 521.8 gpd 44,563 gpd-mg/L-N <br /> Weighted Average 563 44, d-m /L-N / 521.8 <br /> Concentration: gp g gpd = 85.4 mglL-N <br /> Denitrification Reductions <br /> Denitrification is a process that occurs in the septic system drain field whereby certain <br /> bacteria oxidize the nitrate (NO3) in the waste water and release nitrogen gas (N2) to the <br /> atmosphere. Due to the biologic processes in the shallow-soils, nitrogen in the drain <br /> field will may undergo a reduction between 10 percent to 35 percerrV Soils with higher <br /> clay content, moist soil conditions, high pH, and organic material denitrify by about 35 <br /> percent, and soils with high sand content and fast percolation rates tend to denitrify at a <br /> lower rate of about 10 percent. <br /> A typical denitrification factor of 25 percent was selected for the Site because of the <br /> fine-grained nature of the soils. <br /> Nitrate Loading Estimate <br /> Two nitrate loading scenarios were employed to determine the impact from the <br /> proposed project to ground water. These scenarios utilize the variables discussed <br /> LOGE 1124 Page 12 <br />
The URL can be used to link to this page
Your browser does not support the video tag.