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2015-01024 - new septic
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2790 Silver View Drive - 33-118-23-42-0002
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2015-01024 - new septic
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Entry Properties
Last modified
8/22/2023 4:51:25 PM
Creation date
1/7/2019 2:22:19 PM
Metadata
Fields
Template:
x Address Old
House Number
2790
Street Name
Silver View
Street Type
Drive
Address
2790 Silver View Drive
Document Type
Septic
PIN
3311823420002
Supplemental fields
ProcessedPID
Updated
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� . ,��-. <br /> ��� <br /> OSTP Design Summary Worksheet UNIV�RSITY <br /> ��r OF MIN�VESOTA �'-�:'�w,,, <br /> Property OwnerKlieM: Patrick Coughtin Pro)act it1:�v 03.�4.15 <br /> Ske Address: 2790 Silver View Drive,Orono Date: 7/20/t 5 <br /> 1. DESIGN FIOW AND TANKS <br /> A. Desfgn Flow: 750 Galtorn Pe�DaY(GPD) Note: 'The estimated destgn ftow is cauidered o pevk jlow mte <br /> inclutiing o s�nJety foctor.Fa forrg term performonce, the cveroge <br /> 8. �ptic Tanks: �i1y Jlow Is retommer►ded to be<60�of this value, <br /> Minimum Code RequireG Septic Tank Capattty: 2250 Gatlons,in �Tanks or CompaRmeMs <br /> Recanm�ded Septic Tank Capacity: 2250 Gatlan,in OTardcs or Compartmer►u <br /> Effluent Screen:�� Atarm:� <br /> C. Holdirtg T�ks Onf y: <br /> Minimum Code Required Capaciry:�Galloru,in �Tanks <br /> Designer Recammended Capacity:�Gallons,in �Tanks <br /> Type of High level Alarm:� —� <br /> D. PUmp Tank i Capacity(Code MiMm�f►j:�Gattau Pump T�►k 2 Capatity(Cade Minim�xn►: �Gatlo�s <br /> Pump Tonk 1 Capacity(Designer Rec►: ��Gatlan Pump Tank 2 Capacity(Designer Rec): �Gatta�s <br /> Pump 1�36.0 GPM Totat Head 14.8 ft Pump 2��GPM Totat Head C�ft <br /> Suppty Pipe Dia. 2.00 in Dose Votume:�gal �Y�Pe�•�in Dose Yot�xne:�gat <br /> t. srsr�rvae <br /> O Tre►Kn O aed p�a p nc-c�ae O c�r asa�ao� �vre�.e�w�,-� O a�a� <br /> O or� O no�r� p on,e► �� •se�ectia,rte�trea sencnr►►ark ElevatiNa�: too.00 ft <br /> Benchrt►ark Location: Garage servite door threshotd <br /> �M►TYP� Type of Distribution Media: <br /> ❑Type� p Typa u �Ty�in p Ty�w ❑Type v O o�,eua a� ❑ae�soe�eo r��a.: <br /> 3. SITE EYAIUAI'ION: <br /> A. Depth to Limiting Layer:�1n 0.1 ft B. Meawred Land Slope 9G: 4.0 % <br /> C. Elewation of Limiting Layer:�— 9�.5 —� D. Soil Te�ciure: Clay Losm � <br /> E. La.of Restritive Elevation: F. So4l Hyd.Loadtng Rate: 0.4�Gpp1ft2 <br /> G. MiMmurn Required Separation: 36 in 3.0 � H. Perc Rate: 9.0 MPI <br /> 1. Code Maximiun Oepth of System: �in Comments: r*rtwve 1.2 feet of compacted soif <br /> 4. DESIGN SUMMARY <br /> Tr�nch Desf�Summ�r <br /> Dispenal Area�ft= Sidewalt Depth�in Trench width�ft <br /> Total Lineal Feet��ft Numbe�of Treixxl�es� taie Maximum Trer►ch Depth�in <br /> G�tour Loading Rate�ft Designers Max Trench Depth�_�in <br /> Bed D�si;n Summary <br /> Absorption Area�n� DEpth of sidewall�in Code Maximum Bed Depth�in <br /> Bed Width��ft Bed L.ength�ft Designers Max Bed Depth�in <br />
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