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2017-00455 - septic new
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1070 Hunter Drive - 25-118-23-42-0008 (Formeraly 300 Sixth Ave N)
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2017-00455 - septic new
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Last modified
8/22/2023 4:15:16 PM
Creation date
5/22/2017 4:22:38 PM
Metadata
Fields
Template:
x Address Old
House Number
1070
Street Name
Hunter
Street Type
Drive
Address
1070 Hunter Drive
Document Type
Septic
PIN
2511823420008
Supplemental fields
ProcessedPID
Updated
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MinnesotaPdlutbn 4STP Design Summary Worksheet UTFIVERSITY <br /> Contro!l�ency OF MINNESOTA " ��,, <br /> Proparty OwneNGltent: Divine Custom Homes Projact ID:C�v 07.14.15 <br /> Site Addreu: Lot 3,Btock 2,Mooney lake Preserve Date: 4l8/16 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Ftow: 750 Gallan Per Day(GP�) Note: The estirrmied desrgn f(ow is cortstdered u peak flow rate <br /> inciuding a safety fedor.For long term performQnce, the average <br /> B. Septic Tanks: dai(y flow is recommended to be<60%oj thts valve. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gal[ons,in �Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments <br /> Effluent Screen:� Alarm:� <br /> G. Hotding Tanks Ortly: <br /> Minimum Code Required Capadty:�Gallons,in �Tanks <br /> Designer Recommended Capacity:�Gallons,in �Tanks <br /> Type of Htgh Levei Aiarm: <br /> D. Aump Tank t Capacity(Code Minimum):C_�Gatlons Pump Tank 2 Capacity(Code Minimum}: �Gatlons <br /> Pump Tank i Capacity(Designer Rec): C�Gatlons Pump Tonk 2 Capaciiy(Designer Rec): �Gatlons <br /> Pump 1 36.0 GPM Total Head 19.1 ft Pump 2�GPM Totat Head �ft <br /> Supply Pipe Dia. 2.00 in posE Volume:�gal Supp(y Pipe Dia.�in Dose Yolume:�ga� <br /> 2. SYSTEM TYPE <br /> O -rr�n O eea .p rw�,ra Q nt-c�aae O�r a�nor� p�e�tswa,no�-� p Presn,m�n�,na�-u�a <br /> O wip Q►iadk�tenk O�' � "Se�ection Required Benchmarlc Etevation: Sea Level ft <br /> Benchmark Location: r -1 <br /> Syscem Type Type of Ofstributfon N�ediac <br /> �Type I ❑Type I I ❑Type I I I ❑Typa I V ❑Type V �' OrairN�l Ftodc ❑Reg�red Tr�dn�t Meda: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 14 in 1.2 ft B. Measured Land Slope%: 10.0 % <br /> C. Elevation of LimiHng Layer. 1007.8 -� D. Soil Texture:�_ �lay loam�, <br /> E. Loc.of Restritive Elevation: F. Soil Hyd.Loading Rate: 0.4�GPD/ft2 <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 10.0 MPI <br /> I. Gode Maximwn Depth of System: Mound in Commenu: <br /> 4. QESIGH SUMMARY <br /> Trench Destgn Summary <br /> �����flt� Sldewatl Depth���n Trench WidthC�ft <br /> Totail Uneal FeetC�ft Number of Trenches�� Code Maximum Trench Depth�in <br /> Corttour loading RateC�ft Designe�'s Max Trench DepthL�in <br /> _ eed Design Summary <br /> ��rP���ftZ Depth of sidewalt��n Code Maximum Bed Depth��tn <br /> B��d��ft Bed Length�ft Uesigners Max Bed Depth�;q <br />
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