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zo,t ie Multi Flow a Pressure Bed <br /> s w v.SepticRasource.00m (vera 18.2) <br /> Property Owner: Teryn Better Date: 2/3/2016 <br /> Site Address: 755 Ferndale Rd.Drones PID; <br /> Comments: <br /> instructions: r;7'?t 1 •site specificiInput Wi c?��!-adjust if desired E -self•caicutated(DO NOT ADJUST) <br /> bedroom Type t':II� ��TJ:}���i'ii;a.j+�t�l=if System <br /> z) 1750 IGPD design now (average flaw should be 4 70X of design flow) <br /> PRETREATMENT: (Residential strength to level'Al <br /> s) Fv...72;,; Galton Trash trap/pump tank to Muttl•ftaw reversed 750 trash trap-17.50 dose tank <br /> 4Tt.'-!';Galion Muld.flow unit <br /> gpm Fzlr;;;ft head TREATMENT pump li.,;f ice;doses per day I 15.6(gal/dose(treatment) <br /> Erl-i feet of [aria inch supply line leads to ©gallons of dralnback volume <br /> Ea gallons total pump out volume <br /> Timed dosing of 11111 sec ON (confirm pump rate with drawdown <br /> min OFF test and adjust as necessary) <br /> a) ETE Inches from bottom of tank to Timer ON float <br /> HI level Alarm to be set at Iefghl of tank apacity <br /> UV light req'd 140 <br /> DISPERSAL: <br /> 7) i:„:17i1 GPD/its Soli Loading Rate 1962 Ile(code minimum) Pf�:t;1Vj fts(design size/LUG req'd) <br /> Treatment Level A/B (must match soil boring log) <br /> B.:%fs l ft desired bed width, leads to a 45.8 ft bed length <br /> (2S'maximum) <br /> r) PM ft lateral spacing 5;1 4,,, ft perforation spacing (midmum 3 for both) <br /> G S I:j,:ilf 1 ;1 manifold connection <br /> la) E ]laterals 43.8 feet long 15.0 pens/Lateral 1105 Iperfs total <br /> (1/2 peri means the 1st pert starts at the middle feed manifold) <br /> n) 1;ti��i,3')!7a inch perfs at Efiaqi feet residual head gives 0.42 gpm flow rate per perforation <br /> (if bed has>1'of cover,increase residual head for cleanout rag's) <br /> for this peri size 8 spacing,a pipe rise on line 14,max perfs/latrral- Q,tine 110 must be less—) OX <br /> )t) Vii;_'1.1 doses per day (4 Minimum) <br /> u) 118 gallons per dose (treatment volume) <br /> 1.50 5x <br /> 14) (`Ilnch diameter laterals must be used to meet'4x pipe volume'requirement <br /> 2.00 3x <br />