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SR0033424_ENG DESIGNED PLAN
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SR0033424_ENG DESIGNED PLAN
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Last modified
2/17/2021 5:01:01 PM
Creation date
2/17/2021 4:48:15 PM
Metadata
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Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
FileName_PostFix
ENG DESIGNED PLAN
RECORD_ID
SR0033424
PE
4202
STREET_NUMBER
10948
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WY
City
MANTECA
Zip
95336
ENTERED_DATE
4/9/2003 12:00:00 AM
SITE_LOCATION
10948 S AIRPORT WY
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Decentralized Wastewater Demonstration + 1 this textile filter comes pre-fabricated,and <br /> Project,funded through EPA. " we dont have the variability in perfor- <br /> 2. depending on how clean and how / <br /> The EPA study,an effort to jumpstart well graded the sand is.To me as a regu- <br /> technology transfer of innovative lator,this is very advantageous <br /> decentralized wastewater treatment,has E " ` <br /> devoted considerable funds to various €E f' E "It's also more convenient to install," <br /> demonstration projects in various states, continued Pout. A sand filter takes <br /> including the one in La Pine.Rigorous monitoring and skilled labor to build onsite.This is a modular,pre-fab- <br /> data sampling will be used in the design and installation ricated system. <br /> of additional denitrification systems in the area–and <br /> eventually nationally, "We plan to test for three years before we make any <br /> recommendations,"said Pour. "Early indications are <br /> According to Bijan Pour,Ph.D.,a soil scientist with that the system is performing within our goals for most <br /> Oregon's DEQ"The textile filter has the advantage of parameters. From what I see so far, I like it." <br /> ibeing much smaller than a sand filter.More important, <br /> SUMMARY OF SPECIFICATIONS <br /> Residential Onsite Wastewater Treatment Installation <br /> Using Orenco't AdvanTeex'r-RX Treatment System <br /> 55700 Swan Road,La Pine, Oregon <br /> INSTALLATION DATE TANKS AVERAGE FILTRATE EFFLUENT QUALITY <br /> November 1998 i,5oo-gallon,two-compartment,with Orenca DEQSampling <br /> Biotubem Pumping Package y 6/1/99-7/0/00 <br /> START-UP DATE TREATMENT SYSTEM ` <br /> February 1999 Orenco AdvanTexTM-RXgo textile filter _ <br /> Recirculation ratio:%min,on,i min.off BOD—9.z mg/L <br /> SYSTEM ENGINEER 9 TSS=4.6 mg/L <br /> Terry Bounds,RE.,Drenco Systems,Inc. Design peak flows:45o god TKN=4.o mg/L <br /> Typical average flows:25o gpd = g/ <br /> CONTRACTOR/SERVICE PROVIDER Actual average flaws:340 gpd NH3 z 3 mL <br /> NO3=3a mg/ 'IF <br /> Habitat for Humanity,with Orenco assistance DISPERSAL TN=7.1 mg/L <br /> Three shallow pressure lines(ios LF total) <br /> Orenco Systems <br /> Incorporated <br /> Cha ging rhe Way the <br /> World Dors Wartematu <br /> 1-800-348-9843 ACS-SL-5 <br /> www.orenco.com Rev.1.3,1/01 <br /> 0 Drenco Systems®Inc. <br />
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