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SU0005285 SSNL
Environmental Health - Public
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SU0005285 SSNL
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Last modified
5/7/2020 11:31:35 AM
Creation date
9/9/2019 9:02:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005285
PE
2625
FACILITY_NAME
PA-0500470
STREET_NUMBER
21301
Direction
S
STREET_NAME
REEVE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
20918002
ENTERED_DATE
8/10/2005 12:00:00 AM
SITE_LOCATION
21301 S REEVE RD
RECEIVED_DATE
8/9/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\R\REEVE\21301\PA-0500470\SU0005285\NL STDY.PDF
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EHD - Public
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k' GEOTECHNICAL <br /> NEIL O. ANDERSON ENVIRONMENTAL <br /> AN D ASSOCIATES INSPECTIONS & TESTING <br /> LABORATORY SERVICES <br /> POOL ENGINEERING <br /> POST TENSION DESIGN <br /> April 7, 2006 <br /> ` NOA Project Number: E06020A <br /> 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 (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 /> A typical denitrification factor of 20 percent was selected for the Site because of the fine grained <br /> soils that exist at the site. <br /> 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 parcel. <br /> Table 2. <br /> ` <br /> Summary of Nitrate Mass Balance Analysis. <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 1 5.2 1 45 548 47.6 20% 1.27 <br /> * Maximum contaminant level(1\1CL) for nitrate in drinking water is 10 mg/L-N. <br /> r. 3.6 Impact of Nitrate Loading to Nearby Water Sources <br /> Based on the method and assumptions described,in addition to the geologic setting,we do not <br /> ` believe the proposed project will cause a build up of nitrate in the ground water above 10 mg/L-N <br /> over the long term. <br /> Since the Site is relatively flat,we do not foresee percolating effluent affecting any surface water <br /> resources. <br /> L <br /> 7 <br /> LLODI ■ SACRAMENTO ■ MODESTO <br /> ENVIRONMENTAL DIVISION 902 Industrial Way,Lodi,California 95240 ■209.367.3701 ■ 209.369.4228 ■www.noar. <br />
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