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2015-01129 - septic
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2015-01129 - septic
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Entry Properties
Last modified
8/22/2023 5:26:21 PM
Creation date
11/8/2017 8:32:49 AM
Metadata
Fields
Template:
x Address Old
House Number
515
Street Name
North Arm
Street Type
Drive
Address
515 North Arm Dr
Document Type
Septic
PIN
0611723310015
Supplemental fields
ProcessedPID
Updated
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� OSTP Design Summary Worksheet ur,�vERsrrY <br /> �����y OF MI(�NESO?A ����. <br /> P�y�"�^°������ Proj�ct ID:�v 06.12.t 3 <br /> SRe Addreu:Lot 22,8Gc 3.Lakevlew oi Oraw,Primary stte Date: 6/251t5 <br /> 1. DESIG►1 FW�W AND TANKS <br /> A. Deslgn Flow: �Gatbns Per D�ey(GPD) Note: rhe*stiinwted desfyn flow is considerrd a peak Jlow rote <br /> tndudinp c sohry 1ara.for lonq t.rm varJormwKe,uK a�^ere�e <br /> B. Septic Tanlhs: dotly Jlow ts rccomrnended to be<60A6 oJ thh wlue. <br /> Minimum Code Requlred Septic Tardc Capacfty:�22Sp � GsUan,ln �Tanks a Cart�partments <br /> Recomrnerded Septic Tank ta�actty:�� Galtans.in �Tanks or Comp�rtments <br /> Effiuent Scrcen:�� Alartn:�� <br /> C.Fklding TmJcs Only: <br /> MinGmm Cade Requfred CaPsdn+�UGallons,io C�Tanks <br /> �'�����Gations,M �Tanks <br /> Type of Ht�h Levet A1a►m:r— <br /> D.A�mp TmMc 1 Capetity(Code Mininum):��Galb� PUrnp Tanlc 2 CaP��Y tCode Minhnum): UGaUons <br /> P+enp TrnNc t Ct�acitY(Dacipne►Rec1� �WUons Aunp Taik 2 CaPacitY(�esig�Rec): C�GaUons <br /> Punp 1 36.0 GPM Totat Head 16.0 ft PtMnp 2��GPAA Tot�Head �(� <br /> Stqpl)r Pipe Dfa. t.00 in oose vouane:��gal Supplr Pipe nis.C�io oose votume:C]s� <br /> 2. SYSTFJI177PE <br /> p�ra„d, p� ��p�y r O�b or�aam �M�w,.ol�ao�-u.N O�oraam��r.N <br /> O pa O�w T.nc O�wa� •sekcelan Requtnd e.ndimar�c Etevaaon:�tt <br /> 8endxnerk L.ocetion' Top of naSl � <br /> SY�TYP� Type of Dfstrlbution Media: <br /> �TYP�1 ❑Type il ❑TYP�III �Thle IV O TYPo V �' �� . ❑�ed TreaenKnt Meds: <br /> 3, SITE EYALUATIOII• <br /> A. Depth to�imk�Laf^H: 18 tn i.5 ft & NY.�awred land Skope X: 14.0 $ <br /> L. Etevation of limitin�La1� 915.6 D. Soil Te�dune:� Losm <br /> E. Loc.of Restridve Elevation:r— F. Soft Hyd.LoadirrQ f�te: 0.45 GPO/ft� <br /> 6. M1Mmun Rpuked Separation: 36 6� 3.0 ft H. Pevc Rate: 9.0 MPI <br /> 1. C,otk Me�dnpim Depth of System:��in �u: <br /> 1. DESIGN SUAAMARY <br /> TrcncA D�sip�5wnmary <br /> ���r��ft' Sidewall DenthC�ln Ttench Width�—�in <br /> Total litKal Feet�ft Ntrnber of TrMches� Code AAaxlmun Trendi Depthr_�Sn <br /> Contour Loadins Rate�it Desigrxfs Max Trench Depth��in <br /> Bad Deslpi Swmnary <br /> �O�!���tt2 Media Below P�e��in Code Ma�dm�xfi 8ed DepthC�q� <br /> Sed Widcfi��ft Bed length��ft Oes�s Max Bed Deptfi�{� <br />
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