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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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401
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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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Orenco Systems Inc. March 2002 <br /> AdvanTex AX10 Test Report <br /> Although treated effluent CBOD5 concentrations were highest between Weeks 23 to 27, <br /> the mass of CBOD5 applied during that period was high (406 gm/d average) and the mass <br /> of CBOD6 removed was also high (321 gm/d average). This suggests that the high <br /> treatment system loading may have affected the system recovery. <br /> r It is noteworthy that the recovery in CBOD5 removal efficiency occurred during a period of <br /> high influent CBOD5 loading. <br /> The results indicate that high CBOD5 removal efficiency was achieved for CBOD5 loading <br /> rates ranging from 100 to 1,000 gm/d (Figure 11). Although based on limited data, it is <br /> noteworthy that CBOD5 removal efficiency was in excess of 90% in all instances where <br /> C130D5 loading rates exceeded 600 gm/d. This suggests that the treatment capacity of the <br /> unit was not exceeded even at such high loadings, and that the AX10 is capable of <br /> handling short duration shock loadings equivalent to a ten-person household. <br /> Figure 11: CBOD Load vs. CBOD Removal Efficiency — Daily Data <br /> ♦^ 100 -- - <br /> r ' ••. �. ' K• .. . • .. <br /> 90 <br /> N <br /> r y <br /> � 70 <br /> • <br /> � 60 <br /> ♦ I <br /> r 50 <br /> 0 200 400 600 000 1000 1200 <br /> COOD load QW) <br /> 4.2 Relationship Between Effluent CBOD, Effluent TSS & Effluent <br /> Turbidity <br /> Figure 12 presents a plot of daily effluent turbidity versus effluent CBOD5 concentration. <br /> ` There appears to be some correlation between the two parameters, suggesting that <br /> turbidity could be a useful rough indicator of effluent CBOD5 levels for the AX10 unit. <br /> r <br /> r <br /> NovaTec Consultants Inc. Page 22 of 38 <br /> r <br />
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