My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-00382 - septic pressure bed
Orono
>
Property Files
>
Street Address
>
L
>
Lakeview Parkway
>
425 Lakeview Parkway - 06-117-23-32-0004
>
Septic
>
2016-00382 - septic pressure bed
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:26:28 PM
Creation date
4/28/2017 12:20:22 PM
Metadata
Fields
Template:
x Address Old
House Number
425
Street Name
Lakeview
Street Type
Parkway
Address
425 Lakeview Pkwy
Document Type
Septic
PIN
0611723320004
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
. � • <br /> M�� OSTP Des�$n Summary Worksheet UNtVERSITY <br /> �� OF MINNESOTA --� <br /> Prope�ey owneNc�ia,r: Norc«i Homes Pro�cc�o:��v o�.�4.�5 <br /> sKe Addtess: 4is Lakeview Btvd.orono,Hennepi�c.ou�r Dsc.: �o��srts <br /> 1. DESIGN FLOW AND TANKS <br /> A. Desiqn Fiow: C750�Galt�s Per DaY(GPD) I�ote: The esNmoted dafyn/low 3s cau/dtred u peok jtow rote <br /> Includir►4 o wfety Jactor.For lortg term perfornarrce.the avrroge <br /> B. Septic Tanks: dof(y flow is recamrnendad to be<60X of thts value. <br /> Minimwn Code Required Septic Tank Capacity:� Gallorn,in �Tardcs a Compa►tments <br /> Recommended Septic TaMc Capacity: Z250 C,attaia,in ��Tanks ar CompaKments <br /> Efftuer►t Streen:�� Alarm:�� <br /> C. Hotding Ta�►ks Onty: <br /> MiMm�n Code RequireG Capacity:�_�Gatiax�in ��Tanks <br /> Designer Recommended CaP�tY����GattorK�in �Tanks <br /> TYPe ofi Hi�t►Level Alarm:� � <br /> D. Pump Taik t Capacity(Code MiMm�nn):��Gailau PUmp Tmdc 2 Capacity�Code NUnimixn�: �Galloru <br /> Aump Tonk 1 CapacitY(Designer Rec): ��Galtau Ptn�Taik 2 CapacitY IDesfgt►er Recl: ��Gallons <br /> Pixnp 1 36.0 GPM Totat hkad 19.7 ft Ptxr�p 2��GPM Total Fiead �ft <br /> Supply Pipe Dia. 2.00 in Dase Vol�ne:��gal Suppty Pfpe Dia.�in Dose Vottrne:��ga( <br /> 2. SYSTEM TYPE <br /> O T�ne, O eee �r�a Q�e�ae O c,�v a�, •v�,.e o�on-� Q�o� <br /> O o� O�w T� O oux. �] •seaceior�a.�,ired Benchmaric Etevation: sea level n <br /> eenctur,arh Locact«►: �— , <br /> ��►TYPe Type of D1SttibutSon AAedia: <br /> �TYP�� ❑TypY It �Ty�w ill ❑Typ�1 V ❑Tppt V �' ��` ❑�d Treatrnerk Me.Aa: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 16 in 1.3 ft B. Measured Land$(ape%: 18.0 76 <br /> C. Elevation of Limitirq�Layer: 96b.8 D. Soit Texture:� L.oam � <br /> E. Loc.of Restricive Etevation;�— F. $oit Hyd.Loading Rate: 0.45 �pp�{� <br /> G. Minimum Required Sepnrat�n: 36 in 3.0 ft H. Perc Rate: 8.8 MPI <br /> I. Code Maximixn Depth of System: �Mound�in Cortune�nu: <br /> 4. DESIGH SUMMARY <br /> Trench Desi�Saxm►sry <br /> Dispersat Area�_�ft2 SidewaQ Depth�]fn Trenth Width��ft <br /> Total lir�al Feet�n Ntanber of Trenches�� Codeµaxirt�xn Trench pepth�in <br /> Ca�tour loading Rate��ft �� <br /> Designer's AAax Tre�h Depth in <br /> Bed Oesyn Sur�nary <br /> ��^���ft� Depth of stdewait��in Code Maxlmum Bed DeP��in <br /> Bed Width�tt Bed LengthC�tt Designers Max Bed De(rth��in <br />
The URL can be used to link to this page
Your browser does not support the video tag.