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ADVANTEX• O&M <br /> MANUAL <br /> Troubleshooting Tips for Operators: <br /> Process Treatment <br /> Once you know the typical values for wastewater no water softener backwash is discharging <br /> treatment system performance(see pp.6,7, 16, into the processing tank!Water softener back- <br /> and <br /> ackand 17),you can be proactive and troubleshoot wash can be e:ttrem*high in salts,which can <br /> nontypical process indicators,before system disrupt system per&rtnance,especially nitro- <br /> performance is affected. gen reduction.'.p t <br /> Troubleshooting Effluent Quality If no system abuse is uncgvered,explore the fol- <br /> lowing design remedies,in this order. <br /> If your effluent samples are cloudy and colorltur- <br /> bidity is significantly higher than expected(15 to 1.Expanded tank(e.g.,additional grease/od <br /> 30 NTUs),do the following: tank) <br /> _ 2.Pretreatment(e.g.,additional aeration) <br /> 3 Larger filter area(e.g.,additional module) <br /> Troubleshooting Odor <br /> Fed <br /> If the tank or textile filter Smells like rotten eggs <br /> or cabbage: <br /> Septic Tank RecirdBlend Filtrate • Check Dissolved Oxygen levels ' <br /> • Use a DO meter or Colorimetric Kit, ; <br /> • Perform cBOD5 and TSS tests • Note filtrate DO levels,dw are <br /> • Check the effluent filter for clogging <2.5 or>6 mg/L <br /> • Check to see if the textile filter smells of chem- <br /> icals(medication,chlorine,erc.) or has a gran- <br /> ular or crusty appearance. (For example,a �'y <br /> white crystalline crust could signal that water r <br /> softener discharge or industrial strength deter- <br /> gents have been flushed into the system.) <br /> • Check to see if the recirc ratio is too high or <br /> the pump dose time is too long <br /> If the effluent cBOD is high and TSS low,a large Filtrate DO that's<2S mg/L indicates ittsuffx- <br /> amount o£soluble cBOD has not yet been con- tient oxygen.If the filtrate DO is<2.5 mg/L: <br /> sumed.That would likely be because the retire <br /> ratio is too low for the influent strength or insuf- • Check filter surface for evidence of clogging <br /> ficient start-up time has elapsed.Typical organic • <br /> reduction within the fust 24 hours in residential Check to ensure the pump is working <br /> systems is about 75%or greater.As the biomat • Check to ensure ventilation is occurring <br /> begins to develop,greater reductions in the solu- • Check to ensure the retire ratio isn't too low; <br /> ble cBOD will occur(typically within the first increase if too low <br /> 7-10 days).With a higher influent strength,the • Check to ensure influent strength isn't too high- <br /> soluble cBOD would not be readily removed <br /> until the biomat on the media is established. (see AdvanTex Design Criteria) <br /> • Check to ensure hydraulic retention time isn't <br /> If none of these troubleshooting steps made a dif- too high QY <br /> ferencei interview,the user m system abuse,espe- Filtrate;DO chat's>� <br /> cially in rea the aof harmful chemicals,sdlvents, mj/L m dk" <br /> excessIve <br /> or strong cleaning agents.Be stare to check that aeration.If the filtrate DO is>6 mg/L: <br />