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SU0006156_SSNL
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SU0006156_SSNL
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Last modified
11/19/2024 1:52:17 PM
Creation date
9/8/2019 12:56:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006156
PE
2632
FACILITY_NAME
PA-0600410
STREET_NUMBER
24155
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
APN
00516011
ENTERED_DATE
8/1/2006 12:00:00 AM
SITE_LOCATION
24155 N HWY 99
RECEIVED_DATE
8/1/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\N\HWY 99\24155\PA-0600410\SU0006156\NL STDY.PDF
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EHD - Public
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`/ vme <br /> Mr. Sandi De Jong <br /> October 10,2006 <br /> Page 5 <br /> 4.4 Future On-Site Sources of Nitrate <br /> 1---4.4.1 Quantity and Quality ofDomestic Wastewater From Proposed Project <br /> See Section 3.6 for discussion of Quantity of Domestic Wastewater from the proposed project. <br /> The average total nitrogen concentration of domestic waste water is normally considered to be <br /> 20-85 mg/L-N with 35 to 45 mg/L-N being typical (Crites and Tchobanoglous, 1998). It is <br /> estimated that commercial use will have higher concentrations of total nitrogen when compared to <br /> residential use. It is estimated that the average concentration for total nitrogen in waste water for <br /> the project is approximately 65 mg/L-N over the long term. <br /> `4.4.2 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 (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 30 percent was selected for the Site due to the silty nature of the soils. <br /> x/4.5 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 property. <br /> Table 2. <br /> Summary of Nitrate Mass Balance Analysis. <br /> Result Average Daily Effluent Leachfield Deep <br /> Plate (Nc)* <br /> Acres Flow(Q) Concen- Denitrifi- <br /> Percolation of <br /> (mg/L-N) (A) (Table 3) traction(Nw) cation(d) P Rainfall <br /> in) <br /> (gP ) ( g/ N) ( 9) ( ) <br /> Site 7. 3.5 272.1514--1 65` 30%' 5.76- <br /> Maximum contaminant level(MCL) for nitrate in drinking water is 10 mg/L-N. <br />
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