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ARCHIVED REPORTS_MONIT RPTS
Environmental Health - Public
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EHD Program Facility Records by Street Name
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A
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AIRPORT
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4200 – Liquid Waste Program
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PR0526172
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ARCHIVED REPORTS_MONIT RPTS
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Last modified
12/3/2020 7:43:29 PM
Creation date
8/5/2020 10:00:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
MONIT RPTS
RECORD_ID
PR0526172
PE
4242
FACILITY_ID
FA0017710
FACILITY_NAME
ANKA NORTHSTAR
STREET_NUMBER
401
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
MANTECA
Zip
95336
APN
24130052
CURRENT_STATUS
01
SITE_LOCATION
401 S AIRPORT WAY
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\4200 - Liquid Waste\A\AIRPORT WAY\401\PR0526172\MONIT RPTS.PDF
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EHD - Public
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P <br /> f, <br /> 3.3 Gi aundwatei•Quality <br /> Shallow groundwater samples were collected from seven hydropunch locations as part of <br /> ' the November 2005 Eco;Logic study. The groundwater samples were analyzed for <br /> several constituents. Three constituents pertinent to the land application of treated <br /> wastewater,total dissolved solids (TDS), electrical conductivity (EC), and nitrate as <br /> nitrogen (NO3-N), are discussed in this section. These constituents are summarizedin <br /> Table 2. Al.more detailed discussion of the results of the groundwater investigation can be <br /> found in the Eco:Logic report. <br /> i <br /> �s TABLE 2 <br /> k GROUNDWATER QUALITY DATA' <br /> if ]Ii LIN FAMILY PROPERTIES <br />° Sample TDS, EC, NO.3-N, <br /> ID !t m L mho/cm m Location <br /> HPA 660 1,140 4.6 Southwest comer <br /> HP-2 2,170 3,630 53.1 Northwest corner <br /> HP-3 4,170 5,370 30.5 North corner j <br /> HP24 4,160 6,910 61.0 Northeast edge <br /> HP-5 1,890 3,130 27.1 Center <br /> HP-6 3,650 4,390 24.8 South edge - <br /> HP-1 8,700 11,100 70.0 Southeast comer <br /> Data from March 2006 Eco:Logic report. 11] <br /> As seen in Table 2, TDS and EC concentrations are generally higher in the eastern and _ <br /> northern portion of the property. and lowest in the southeastern portion of the site. - <br /> NO3-N concentrations followed a similar trend. Figure 2 presents the location and results <br /> of groundwater sampling for TDS, EC, and NO3-N. The results of the baseline <br /> groundwater data indicate that a treated waster«vater dispersal system can be located and <br /> designed to meet or exceed regulatory requirements not to degrade groundwater quality. <br /> 4.0 COLLECTION,TREATMENT,AND DISPOSAL SYSTEM <br /> r <br /> The proposed decentralized treatment system for the Lin Properties consists of collection, <br /> i treatment, and disposal components. The collection system will consist of clustered septic <br /> tanks, which will receive wastewater generated from house clusters, and small diameter <br /> gravity or force mains. Primary treatment of wastewater will be accomplished in the <br /> collection system. There are many available manufactured and engineered onsite <br /> treatment systems. For sizing and cost estimating purposes, a recirc media <br /> filter and W disinfection is assumed to treat wastewater generated by a future <br /> development at the property. The dispersal system will consist of a subsurface drip <br /> p, dispersal system. The collection, treatment, and dispersal systems are described in more <br /> detail in this section. <br /> .S <br /> Ey <br /> Decentralized Treatment for Lin Family 4 SAB038100 <br /> December 2008 N:1SAB038E001Documents120081219 UnPropWW_Drafl.thc <br /> s <br />
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