Laserfiche WebLink
Zell purpNtoee Multi Flow a Pressure Bed <br /> www.Sep11d esourae.00m (vete 152) <br /> Property Owner: Taryn Keiser Date: 2/3/2016 <br /> Site Address: 755 Ferndale Rd.Orono PID; <br /> Comments: <br /> lnstructIons: r27,3':l•site specificp � input ;;Y:12.'•adjust If desired [ i•self calculated(DO NOT ADJUST) <br /> r:;: <br /> I) � lrj bedroom Type girl !�•41'F'111ii:ii i:';41.1;j ii System <br /> zJ L 750 (GPD design now (average flow should be 70%of design flaw) <br /> PRrTREATMEHT3 (Residential strength to level"A") <br /> 3) F- "r�.,Gallon Trash trap/pump tank to Multi-flow reversed 750 trash trap•17.50 dose tank <br /> pttri;li,Galton Multi-naw unit <br /> Vin,. <br /> ..r i J rpm wirig J1ft head TREATMENT pump til;fill doses per day LE23 gal/dose(treatment) <br /> sal` feet of Hai inch supply line leads to all gallons of drainback volume <br /> an gallons total pump out volume <br /> Timed dosing of m sec ON (confirm pump rate with drawdown <br /> En min OFF test and adjust as necessary) <br /> I) TALI;l Inches from bottom of tank to Timer ON float <br /> Hi level Alarm to be set at %of tank capacity <br /> UV light re/OPER 140 <br /> DISPERSAL: <br /> 7) jj`J GPD/fts Soil Loading Rate 962 fts(code minimum) f+ (ft2(design size/LUG reed) <br /> Treatment Level A/B (must match soil boring log) <br /> f;. .,ft desired bed width, leads to a 45.8 ft bed length <br /> (25'maximum) <br /> sl =)t ;J ft lateral spacing ,i-EM ft perforation spacing (maximum 3 for both) <br /> fycifiraZilMq manifold connection <br /> )q (— lateral 43.8 feet long 15.0 perfs/lateral 105 • s total <br /> _ (1/2 pert means the 1st pert starts at the middle feed manifold) <br /> n) i r" Inch pais at Ertila feet residual head ryes =Rpm flow rate per perforation <br /> (H bed has>r of cover,increase residual head for cleanout rep's) <br /> for this pert size&spacing,@ pipe size on line 14,max perfs/tatml- Q,line RIO must be has••-> OK <br /> doses per day I minbman) <br /> u) []gallons per dose (treatment volume) <br /> 1.50 5x <br /> Is) (1iruh diameter laterals must be used to meet"4x pipe volume'requirement <br /> 2.00 3x <br />