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COMPLIANCE INFO_NL STUDY
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EHD Program Facility Records by Street Name
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4200 – Liquid Waste Program
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PR0505453
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COMPLIANCE INFO_NL STUDY
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Last modified
12/4/2020 9:26:03 AM
Creation date
8/5/2020 10:12:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
NL STUDY
RECORD_ID
PR0505453
PE
4242
FACILITY_ID
FA0006451
FACILITY_NAME
OPEN AIR MALL
STREET_NUMBER
3550
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
13207012
CURRENT_STATUS
01
SITE_LOCATION
3550 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\4200 - Liquid Waste\W\WILSON\3550\PR0505453\NL STUDY.PDF
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EHD - Public
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„ Organic matter content tested 0.7% at five ft and 0.8% at 25 ft. Although these percentages <br /> fare low, the OM that is present can "fix” or bind NH4 ions. <br /> L <br /> The CEC measures the potential for adsorption of NH4 ions onto clay particles, thus preventing <br /> Lnitrification, although not all types of clays have this capability. The analyzed CEC can be <br /> considered average for both the 5 ft and 25 ft depths. <br /> The H is slightly alkaline. When the Ph is neutral or acidic most of the nitrogen is in the <br /> P . g Y � g <br /> NH4 ion form. As the pH becomes alkaline, the NH4 is transformed into ammonia and is <br /> capable of escape from the soil enviromnent as a gas. <br /> Denitrification occurs under anaerobic conditions and requires OM for the denitrifying bacteria. <br /> Conditions for denitrification can be enhanced by periodically "dosing" or flooding absorption <br /> areas with effluent high in NH4 ions. The ability of the CEC complex in the top 1 m of soil <br /> may bind these ions, in addition to creating anaerobic conditions in the high clay content soil. <br /> From the above data, we find somewhat favorable conditions for the attenuation of NO3-N <br /> formation; a conservative estimate being a 30% reduction. The clogging mat formation in the <br /> leachfields should theoretically remove 20% of NO3-N. Although it is impossible to predict <br /> an exact concentration of NO3-N loading, a safe assumption is 50% of the total N loading will <br /> be in the form of nitrates. Therefore, total NO3-N loading from the project can be assumed <br /> to be 546 kg of NO3-N/yr. <br /> L <br /> It is also impossible to determine the depth of the "mixing layer" where septic effluent mixes <br /> with groundwater. Prediction of potential nitrate impact to adjacent wells cannot be calculated <br /> without accurate aquifer formation data. Only periodic monitoring of downgradient wells can <br /> assess nitrate impact. This of course, is "after the fact." <br /> The domestic well at 3730 Wilson Way has been referenced by the Department of Water <br /> Resources - "Water Well Drillers Report" as No. 244633. The Local Permit Number is 82-571. <br /> Since the screened area of the well is not stated on the DWR report, it is assumed to extend <br /> from a depth of 100 ft below grade, to the stated bottom of the well at 200 ft. The following <br /> calculations assess potential nitrate impact which may be determined from this well: <br /> 11 <br /> vaffey Ag Pssearch <br />
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