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m������ Mound Design <br /> aaww.Se�tcResour�e.com (vers 12.8) <br /> ProPertY Owner: .leff Bakken Date: 8/4i2014 <br /> Site Address: 2290 Abingdon Way,Ororto P1D: <br /> t.omments: Other system 7Q�.0178 <br /> instructiw�s: Q=site speciHc lnput Q=ad}ust if desired Q=sElf-calcu(ateci(DO NOT dDJUST) <br /> �) �5 bedroom 7ype III ResidenHal , System <br /> a� �GPD design ftowr <br /> 3� �Ga►bage disposal or pumped to sept9c 2 existing 10Q0 gaUons <br /> a� �Gal Septic tank(code minimun) �Gal Septic tank(desi�n size/LUG reqd) <br /> a5ov w.aa,a�u�f�tr�s . Tank optfions: narte <br /> s� t.2 GPDtfta motmd sand taaQE�rete 1��%xw+�fr�o't�'F�f��`'��'� 1°a'4''�'�"�' <br /> a—i'��ogm► <br /> 10 ft rnckbed widtti 62.5 .ft r�kbed len$th <br /> � 3.Q ft lateral�aci� 3.0 ft pertoration spacing (maximum of 3 for troth) <br /> end feed martifold connecttan <br /> �3 laterals 60.5 feet long 21.0 �rfs!lateral 63 perts total <br /> a�rt means tlie flrn pert starts at the middle feed manifoldy <br /> 1 t4" inch perfs at 1�feet residua[head gives 0.74 gpm ftow rate per perforation <br /> for tMs pert size£c spadng,&pipe size en line 12,max perfs/lateral= 25 ,dne l�must be less--> OK <br /> io� 4.0 doses per day {4 mirrimum) <br /> �i� 788 gaUons per dose (treatment voUxne) <br /> ia> 2.00 9nch diameter taterals(or smaUer}will meet"5x pipe volume' <br /> 2.00 inch diameter laterals(or smaller)must 6e used to meet"4x pipe votume requireme�t <br /> 2.Q0 irrch dlameter laterals(or smaller)will meet'3x pipe volutne' <br /> ia> 30 feet of 2.0 inch wpply U� leads to�5 gallons of drainback volu� <br /> (Tip:'top feed'manifold to control the drainbac9c) <br /> �a� 193 gaUons TOTAL pump out valume(treatmer�t+drainback) <br /> is� 10 feet vertical l9ft from pump to dispersat area,leads to s: <br /> �a� 47 GPM� 18 feet ot head, Pt�np requlrement (rrote:>50gpm may require an extra 3-6'oi head) <br /> » 12sU gat Dose tank(Code minimtn�m} 1250 gal Dose tank(design size/LUG req'd) at 12.OD gpi <br /> leads to a <br /> �s7 1b.1 inch swi�on Demand float, or t[rt�eti dosing of 4.1 min ON {ca�flrm pump rate with drawdown <br /> . (to deliver Average flow, 6695 of Peak desiqn ftow) 9 hrs OFF test and adi�t as necessary) <br /> �� 12 i►iches from battom of tank to"Pump OFF'float <br /> 28 inches from bottom of tenk to"Pump ON"float,or 12 inches to'Timer ON°float if ttme do�d <br /> q 31 inches from bottort►of tank to"Hi Leve!'float,or 41 inches to'Hi Level'float ff time Hosed <br /> aa) 878 gaUons reserve capacity (after High Level A[arm is actfvated} <br />