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f . ' �# ;.. � . � • <br /> All praperty lines will need to be located prior to instaliation. <br /> The tanks wiil need to be a Darwin pre-cast Z000 gaiton split rcversed,750 galion <br /> trash trap 8 1250 gallon pumping chamber#7 wtth a tlmer pumping 1b.6 gaHons <br /> every 30 minutes with a to the Muitt•Flo Unit. The effiuent wili flow gravity from the <br /> Multi•Flo to a new 150Q gallan pumping chamber{purnp#2)whteh wili pressurized <br /> the seepage bed. The powtar suppiy 8 switches must be located outside the <br /> rt�anhole 8 pumping chambe�in a weather prooi enclosure. A warning device must <br /> be installed with a light 8 sound devlce. This is in case of a pump failure. <br /> Monitoring of the dralniield 8 Muiti-Flo wilt need to be completed per operating <br /> permiG <br /> tf the tanks have tess than 2�of cover,the lids,risers 8 matntena�ce hole covers <br /> must be Insulated to a value of R10. <br /> Cleanouts for each lateral must be Insulafed&be accessibie irom fnished grade in <br /> an(rrigatton box with a ball vaive. <br /> A water meter or event counter must be instailed to monitor dally water use. Tho <br /> homeowner is responsible for Lhe water meter readings. <br /> The mitigation plan is if hydraulic overlaading wouid occur,a time►could 6e installed <br /> to reduce the amount of effluent pumped to the systetn and also by ust�g the 1500 <br /> gatlon pumping ehamber allows the eftiuent to be stored durtng peak use and <br /> pumped to the system during low water use periods. The second would be to Instail <br /> hoiding tanks. <br /> Ali neighbortng welis are located greater than 100'away trom the proposed <br /> troetment area. <br /> Keep all heavy equiprf�ent off of the proposed treatment area before and after <br /> eonstruction. The treafine�t area should be marked oH before construction. This <br /> design is not valid 8 tho system wtll need to be relocated if fallure to protact the <br /> sites for new on•site sewage systems. <br />