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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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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 AX 10 Test Report <br /> 4.3 Impact Of Manifold Replacement <br /> The original manifold system consisted of five laterals each with seven distribution caps <br /> (see Photograph #1), with a total of 35 distribution caps. The caps along each manifold <br /> were beside each other and spaced at equal intervals along the manifold. <br /> The replacement manifold contained two laterals with six caps located in between three <br /> laterals with seven caps (i.e. total of 33 distribution caps as shown in Photograph #2), and <br /> the cap arrangement was staggered in a "diamond" configuration. The objective was to <br /> improve liquid distribution over the filter. <br /> The performance of the unit improved following the manifold system replacement on Day <br /> 193 (Week 28). Forty percent (40 %) of the distribution caps were moved (i.e. two of five <br /> distribution lines) to areas of the filter with less biofilm growth. This was expected to <br /> increase the amount of effective filter area, by about forty percent, as the entire surface of <br /> the top of the filter had some degree of biomass even with the previous manifold cap <br /> configuration. <br /> Orenco reported that their research and monitoring programs had noted that the CBOD5 <br /> concentration in the recirculation tank characteristically plateaus at a CBOD5concentration <br /> of about 40 mg/L at hydraulic loading rates up to 1.5 m/d (36 gpd/sq.ft), while achieving an <br /> CBODseffluent quality of less than 10 mg/L. On April 25 a sample was collected from both <br /> the recirculaton compartment and the filter drain, noting CBODS concentrations of 70 and <br /> 43 mg/L, respectively. The reduction in CBOD5 concentration across the filter media of <br /> about 30 mg/L is consistent with Orenco's previous research observations (i.e., the filter <br /> — can be expected to decrease the applied CBODS concentration by about 30 mg/L). <br /> The increase in effective media surface area due to the new manifold configuration <br /> occurred during a period of higher influent CBODS loading (Weeks 23 to 40). The media <br /> was subjected to a higher hydraulic and organic loading than previous research and <br /> monitoring, with only a modest (less than 40 percent) increase in effective media surface <br /> area. Nonetheless, performance improved and CBODS removal percentages improved in <br /> spite of the higher CBODS loading. <br /> 4.4 Effect of Increased Filter Dosing Frequency <br /> The ability of the fixed film growth to decrease the CBOD5 concentration is affected by the <br /> amount of time the biomass is in contact with the liquid passing through the filter. It was <br /> observed that the majority of the drainage from the filter occurred within one minute of <br /> cessation of dosing (spraying). Based on this observation, one method of increasing the <br /> biomass and liquid contact time would be to increase the dosing frequency. <br /> The initial dosing frequency for the test program was set by Orenco staff at once every 20 <br /> Nova Tec Consultants Inc. Page 24 of 38 <br />
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