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SU0007238 SSNL
Environmental Health - Public
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SU0007238 SSNL
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Last modified
5/7/2020 11:32:57 AM
Creation date
9/9/2019 10:46:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007238
PE
2631
FACILITY_NAME
PA-0800180
STREET_NUMBER
1150
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
APN
029-020-02
ENTERED_DATE
6/20/2008 12:00:00 AM
SITE_LOCATION
1150 W TURNER RD
RECEIVED_DATE
6/20/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\T\TURNER\1150\PA-0800180\SU0007238\NL STDY.PDF
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EHD - Public
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Mencarini Property Page 12 of 14 <br /> Our Project Number: LG5080538 <br /> August 26, 2008 <br /> J,--,-2 Denitrification Estimate <br /> Denitrification is an important process which occurs within the leach field whereby certain <br /> bacteria utilize the oxygen in the nitrate (NO3) and release nitrogen gas (Nz) to the atmosphere. <br /> Denitrification is expressed as a percentage, and the normally accepted range is 10 percent to <br /> i <br /> 35 percent. <br /> Soils with higher clay content, moist soil conditions, high pH, and organic material denitrify by <br /> about 35 percent, and soils with high sand content and fast percolation rates are estimated to <br /> denitrify at a lower rate, about 10 percent to 15 percent. <br /> rt <br /> "detrification factor of 25 percent was selected for the Site because of the silty nature of the <br /> soils. <br /> L2:3.5 Nitrate Loading Scenario <br /> A nitrate loading scenario was performed to determine the impact from the proposed project. <br /> The scenario utilizes the variables discussed previously which represent the estimated <br /> conditions and uses associated with this project. The following table presents a summary of the <br /> nitrate loading calculation for the site, as presented in Plate 8. <br /> Table 5 <br /> Summary of Nitrate Mass Balance Equation <br /> a <br /> Result Average Effluent Leachfieldp <br /> Parcel (Nc)* Acres(A) . Daily Flow Concentration �nitrifrcatian Percolation <br /> (meg/ !! . (NW)' of Rainfall <br /> .LQ)(gpd) (d) <br /> (mg/L-N) (R)(in) <br /> 1 1.8 .91 266 85 25% 5.67 <br /> * Maximum contamina MCL)for nitrate in drinking water is 10 mg/L-N. <br /> /--T-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 <br /> water resources. <br /> 2.4 Discussion of Nitrate Loading Results <br /> 2.4.1 Total Nitrate Impact <br /> Based on the method and assumptions described, the result of the nitrate loading balance <br /> indicates that the proposed development on the parcels should not cause build up of nitrates <br /> in the aquifer above 10 mg/L-N. <br /> 902 Industrial Way• Lodi,CA 95240.209.367.3701 •Fax 209.369.4228 ©2008 Nei!O.Anderson&Associates,Inc <br /> r <br />
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