Laserfiche WebLink
E <br /> CC7tank <br /> known variable in the decision to install the four tanks versus installing one single large <br /> in trying to predict the employees bodily functions/toilet habits. This of course, is <br /> impossible. The ultimate objective is to prevent organic particulate matter from disposal to the <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 ba -19(s) installed which will <br /> produce higher retention of solids. Effluent that enters the lift station that will pump effluent to the <br /> new fi[ter 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 an the lift station pumps, a settling tank near the Brack Road filter bed/leachfiield, <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.eciated. Ifthere should be any questions, <br /> please contact the undersigned. <br /> Respectfully submitted, <br /> CHESNEY CONSULTING <br /> i <br /> Don Chesey, R.E.A. <br /> Registered Environme1 Assessor 44675 <br /> i <br /> i <br /> Page 7 of 7 <br /> Chesney Consulting <br />