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COMPLIANCE INFO_NL STUDY
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WILSON
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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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Adjacent to the east of the project site is the Oakmoore Private Golf Club. The well system <br /> that services this Club and some surrounding end-users has been contaminated with <br /> formaldehyde. According to San Joaquin County records, this contamination apparently <br /> occurred from the State Office of the Department of Fish and Game, located to the north of <br /> the Club site. Remediation of this contamination has not been initiated at this time. <br /> V. NITRATE LOADING <br /> With the data presented thus far, we will now focus on the critical issue of potential nitrate <br /> contamination originating from the project. High nitrate concentrations in drinking water can <br /> have severe deleterious effects on infants or fetuses. The E.P.A. has determined that 10 mg <br /> per liter of NO3-N or 45 mg per liter NO3 in drinking water is the maximum contaminant level. <br /> One of the most important factors for septic systems to cause nitrate contamination of <br /> groundwater is the density of systems per unit area. Looking at the location of the Open Air <br /> Mall, we see relatively low density septic systems to the north, east and west of the site. <br /> However to the south, which can be considered somewhat crossgradient to the project, there <br /> is medium density housing on septic systems. Within a one mile radius of the project, on <br /> average, there is approximately one septic system for every six acres. In addition, these <br /> systems vary in magnitude from a single family residence to large commercial and industrial <br /> complexes. Consequently, it is difficult to quantify any impact these systems may be <br /> producing on the underlying groundwater, although based upon the low density, it is most <br /> Llikely minimal. <br /> Sewage flushed into septic tanks usually contains very little nitrate. Approximately 114 to 113 <br /> of the nitrogen (N) in sewage is part of fecal protein with the remainder composed of urea, <br /> which is the main compound of urine. Proteins and urea are split by a bacterial enzyme into <br /> ammonia and carbon dioxide. Ammonia combines with water to form ammonium ions which <br /> are bacterially oxidized to nitrate. This process is called nitrification. <br /> The difficulty arises in attempting to predict how much N each person will liberate on-site. <br /> Since information regarding the number and type of restroom fixtures is not available at this <br /> 9 <br /> Vaffey Ag 7fsearch <br />
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