My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0005734_SSNL
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
N
>
99 (STATE ROUTE 99)
>
3304
>
2600 - Land Use Program
>
PA-0500708
>
SU0005734_SSNL
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 1:52:17 PM
Creation date
9/8/2019 12:58:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005734
PE
2631
FACILITY_NAME
PA-0500708
STREET_NUMBER
3304
Direction
S
STREET_NAME
STATE ROUTE 99
City
STOCKTON
APN
17908202
ENTERED_DATE
10/27/2005 12:00:00 AM
SITE_LOCATION
3304 S HWY 99
RECEIVED_DATE
10/26/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\3304\PA-0500708\SU0005734\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.
/
58
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
L <br /> LMay 25,2006 <br /> NOA Project Number: E06040A <br /> 3.4.2 DenibrMcation Estimate <br /> Denitrification is an important process which occurs within the leach field whereby certain bacteria <br /> L utilize the oxygen in the nitrate (NO3) and release nitrogen gas (ND 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 /> A denitrification factor of 35 percent was selected for the Site because of the fine grained nature of <br /> the soils. <br /> L3.5 Nitrate Loading Scenario <br /> A nitrate loading scenario was performed to determine the impact from the proposed project. The <br /> L 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. <br /> Table 2. <br /> —S a of Nitrate Mass Balance Anal sis. <br /> Parcel Result Acres Average Daily Effluent Leachfield Deep <br /> (Nc) * (A) Flow(Q) Concen- Denitrifi- Percolation of <br /> (mg/L-N) (Table 3) tration(Nw) cation(d) Rainfall(R) <br /> (gpd) (mg/L-N) (Plate 9) (in.) <br /> 1 6.7 1.04 1 30 85 35% 3.3 <br /> * Maximum contaminant level(MCL)for nitrate in drinking water is 10 mg/L-N. <br /> 3.6 Impact of Nitrate Loading to Nearby Water Sources <br /> Since the Site is relatively flat,we do not foresee percolating effluent affecting any surface water <br /> L <br /> resources. <br /> L 4.0 DISCUSSION OF NITRATE LOADING RESULTS <br /> C 4.1 Total Nitrate Impact <br />` Based on the method and assumptions described, the result of the nitrate loading balance indicates <br /> that the proposed development on the proposed parcels should not cause a build up of nitrates in <br /> L <br /> the aquifer above 10 mg/L-N. <br /> L <br /> 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.