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SU0004247 SSNL
Environmental Health - Public
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SU0004247 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:35 AM
Creation date
9/4/2019 10:52:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004247
PE
2632
FACILITY_NAME
PA-0300263
STREET_NUMBER
14300
Direction
S
STREET_NAME
CAMPBELL
STREET_TYPE
AVE
City
ESCALON
ENTERED_DATE
5/14/2004 12:00:00 AM
SITE_LOCATION
14300 S CAMPBELL AVE
RECEIVED_DATE
6/6/2003 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\C\CAMPBELL\14300\PA-0300263\SU0004247\NL STDY.PDF
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EHD - Public
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F1April 29,2005 <br /> NOA Project Number: E05040A <br /> the long-term average concentration for total nitrogen in waste water is estimated to be 45 mg/.L-N. <br /> ri <br /> 4.4.2 Denitrification Estimate <br /> FJq <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 (N� 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 /> ii <br /> A denitrification factor of 15 percent was selected for the Site. <br /> 4.5 Nitrate Loading Scenario <br /> A nitrate loading scenario was performed to determine the impact from the'proposed project. The <br /> ri 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 each parcel. <br /> Table 2. <br /> Summag of Nitrate Mass Balance Analysis. <br /> Result <br /> Average Daily Effluent Leachfield Deep <br /> Acres Flow(Q) Concen- Percolation of <br /> I { Plate {Nc)'� (A) (Table 3) tration(Nw) Denitrifi- Rainfall(R) <br /> I E (mg/L-N) cation(d) <br /> + (gpd) (mg/L-N) (Plate 9) (in.) <br /> 10 8.3 9.81 630 45 15% 3.54 <br /> (Parcel 8) <br /> 11 8 3 9.81 630 45 15% 3.54 <br /> t (Parcel 9) <br /> 12 8.3 9.81 630 45 15% 3.54 <br /> (Parcel 10) <br /> 13 8.3 9.81 630 45 15% 3.54 <br /> (Parcel 11) <br /> 14 T6 9.81 560 45 15% 3.54 <br /> (Parcel 12) <br /> (17ar1113) 8.3 9.81 630 45 15% 3.54 <br />` <br /> Fill <br /> 16 <br /> (Parcel 14) 8.3 9.81 630 45 15% 3.54 <br /> 5 <br /> F <br />
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