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SR0085076_OWTS
Environmental Health - Public
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4200 – Liquid Waste Program
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SR0085076_OWTS
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Last modified
9/30/2022 4:13:58 PM
Creation date
9/29/2022 9:09:49 AM
Metadata
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Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
FileName_PostFix
OWTS
RECORD_ID
SR0085076
PE
4201
FACILITY_NAME
AHERN TRUCK STOP
STREET_NUMBER
29700
Direction
S
STREET_NAME
AHERN
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
25502014
ENTERED_DATE
3/29/2022 12:00:00 AM
SITE_LOCATION
29700 S AHERN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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1:`00MMMW -j <br /> Design • © <br /> Application Types Examples Characterization Criteria Design Notes <br /> Type 5: •Bars/Taverns •Waste streams are commercial in •Careful evaluation is required to properly size AdvanTex <br /> Black Water with Restaurant •Casinos nature systems for"Type 5"applications.Waste strength varies <br /> Waste •Delis •Contributions range from primar- significantly depending on the hours of business,menu,take- <br /> Gas Stations ily black water with some kitchen out vs.dine-in eating,dining seat turnover rate,catering and <br /> •Hotels/Motels sources to primarily kitchen sources event hosting activities,etc. <br /> •Restaurants with some black water •Restaurant applications require a pre-anoxic return loop <br /> •Resorts •Raw wastewater has significant (see Process Stages section on page 12). <br /> •Shopping Centers grease and oil(G&0)contributions •Restaurants and applications with greater than a 50%flow <br /> •Strip Malls contribution from restaurants and BODS values greater than <br /> 800 mg/L will require the use of pre-aeration and clarification <br /> (see Process Stages section on page 13). <br /> •Grease tanks must be sized to ensure that the maximum <br /> G&O contribution to the secondary treatment system does <br /> not exceed 25 mg/L.Recommended grease tank sizes are <br /> provided in Appendix A. <br /> •Kitchen dishwashing appliances used in conjunction with <br /> AdvanTex treatment must be high-temperature appliances. <br /> •For existing systems with low-temperature,chemical-type <br /> appliances,pre-aeration will be necessary. <br /> •With appropriate primary treatment,primary-treated effluent <br /> typically ranges from: <br /> —BOD 300-1000+mg/L <br /> —TSS V300 mg/L <br /> —TKN 90-200+mg/L <br /> Type 6: •Organic Removal •Waste streams have typically been •Polishing of lagoon or holding pond effluent requires <br /> Polishing Bioreactors& •Ammonia Removal treated to secondary levels prior to removal of algae prior to introduction to the polishing bioreac- <br /> Greywater Waste •Showers polishing unit for system. <br /> •Sinks •These are sized based upon the •Contact Orenco for support on all high-strength waste <br /> organic and or ammonia removal projects. <br /> loading rates provided in this docu- •See Appendix 4A:Special Considerations for Greywater <br /> ment. Treatment Systems(Application Type 6)in this Design Criteria <br /> for details on hydraulic loading and wastewater constituent <br /> characteristics for greywater systems. <br /> Type 7: •Wineries •These are complex waste streams •Chemical cleaning processes used in facilities that produce <br /> High Strength Process Waste •Breweries requiring careful evaluation high-strength process waste must be addressed to ensure <br /> •Dairies they are compatible with AdvanTex biological treatment pro- <br /> Food Processing cesses. <br /> Facilities •All Type 7 applications require the use of a pre-anoxic <br /> •Slaughterhouses return loop(see Process Stages). <br /> •All Type 7 applications will require the use of pre-aeration <br /> and clarification(see Process Stages). <br /> •Additional treatment processes,such as bioaugmentation <br /> (the addition of necessary nutrients required to speed up the <br /> rate of degradation of a contaminant),are often necessary in <br /> addition to the secondary treatment system. <br /> •Contact Orenco for support on all high-strength waste <br /> projects. <br /> Treatment System Configurations <br /> This section shows the three most common treatment system configurations using an AdvanTex Treatment System.Determination of the appropriate con- <br /> figuration is based upon flow,primary treated effluent constituent concentrations,and discharge permit requirements. <br /> Each configuration shows the applicable treatment stages utilized and where to find the information to properly size the systems. <br /> For systems with restaurant waste contributions,adequate grease tankage or similar means are necessary to ensure that the maximum grease contribu- <br /> tion to the secondary treatment system does not exceed 25 mg/L greases and oils.Levels above 25 mg/L will tend to clog the textile sheets prematurely, <br /> preventing adequate aeration and uniform delivery of wastewater constituents for effective biological breakdown. <br /> The appropriate sizing equations are referenced in each figure.When multiple equations are referenced,each calculation should be performed and the <br /> largest resulting textile surface area must be used in the design.Please contact Orenco or the nearest Orenco Dealer for support regarding the appropri- <br /> ate configuration or sizing criteria. <br /> Orenco Systems°•800-348-9843•+1 541-459-4449•www.orenco.com NDA-ATX-1 <br /> Rev.8,©10/20 <br /> Page 9 of 38 <br />
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