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The unknown variable in the decision to install the four tanks versus installing one single large <br /> tank is in trying to predict the employees bodily functions/toilet habits. This of course, is <br /> I <br /> The ultimate objective is to prevent organic particulate matter from disposal to die <br /> filter bed/leachfield area. <br /> Additional filtration of effluent can be accomplished beyond just a filtration system on either the <br /> proposed four tanks or a single large tank. The new tank(s)can have baff g(s) installed which will <br /> produce higher retention of solids. Effluent that enters the lift station that will pump effluent to the <br /> new filter bed/leachfield near Brack Road can have filters on the pump system. This effluent could <br /> enter another settling tank for further detention time, after which it gravity flows to a pump vault. <br /> This pump vault can also contain filtered pumps before soil dispersal. In essence,this would be a <br /> five-stage Filtration system: A baffle in the newly installed tank(s),filter(s) on the new septic <br /> tank(s),filters on the lift station pumps, a settling tank near the Brack Road filter bed/leachfield, <br /> and filters on the effluent dispersal pumps. <br /> At this point in time, the method of effluent dispersal to the soil is unknown,whether gravity or <br /> pressurized. This will be determined from the test results and operational parameters discussed in <br /> the Soil Suitability/Nitrate Loading Studies. <br /> The opportunity to provide this service for you is appreciated. If there should be any questions, <br /> please contact the undersigned. <br /> Respectfully submitted, <br /> CHESNEY CONSULTING <br /> Don Chess ey, R.E.A. <br /> Registered Environmen l Assessor#/4675 <br /> JJPage 7 of 7 l/ <br /> Chesney Consulting <br />