My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-01033
Orono
>
Property Files
>
Street Address
>
B
>
Bayside Road
>
4355 Bayside Road - 06-117-23-13-0005 - New PID
>
4355 Bayside Rd - PID: 06-117-23-12-0007 - Old PID
>
Permits/Inspections
>
2015-01033
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:23:27 PM
Creation date
1/19/2016 1:55:07 PM
Metadata
Fields
Template:
x Address Old
House Number
4355
Street Name
Bayside
Street Type
Road
Address
4355 Bayside Rd
Document Type
Permits/Inspections
PIN
0611723130005
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.
/
25
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
MlnrnsotaPoilution OSTP Design Summary Worksheet UNIVERSI'fY <br /> ����, OF MINNESOTA �� <br /> Property Owner/Ctlent: Greg White ProJact Ip:�v 03.19.15 <br /> Sit�Addr�ss: 4355 Bayside Road Datr 7/23/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: �Gallons Per Day(GPD) No[e: The estimated deslgn flowls constdered a peok Jlow rate <br /> inctuding a snjery/octor. Fw long term perJormonce, the overage <br /> B. Septic Tanks: dofly flow is recommended to be<60%of this volue. <br /> Minimum Code Required Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments <br /> Recommended Septic Tank Capaicity: 2250 Gallons,in �Tanks or Compartments <br /> Effluent Screen:�no� Alarm:�] <br /> C. Holding Tanks Onfy: <br /> Minimum Code Requfred Capacity:��Gallons,in �Tanks <br /> Designer Recommended Capacity;��Gallons,tn �Tanks <br /> Type of Hi4h Level Alarm: <br /> D. Pump Tank i Capacity{Code Minimum):�]Gallons Pump 7onk 2 Capacity(Code Mfnimum►: C�Gallons <br /> Pump Tank i Capacity(Designer Rec): �_�Gallons Pump Tank 1 Capacity�Designer Rec): �Gallons <br /> Pump 1 38.0 GPM Total Head 34.5 ft pump 2��GPM Total Head ��ft <br /> Supply Pipe Dia. 2.00 in Dose Volume:�gat Supply Pipe Dia.C�in Dose Volume:�$el <br /> 2. SYSTEM TYPE <br /> O Trcncn O eed �r�,e p nc�ade O c�nr onew�xw� ��o�e+a,ca+-�.e�i O r�,rc am�no�w� <br /> Q Ddp O Fbldfrg Tank Q Otha C� •Sel�ction RQquirad Berxhmark Elevation: 100.00 ft <br /> Benchmark Location: Top of garage stab <br /> System Type Type of DistHbution Media: <br /> �Type I ❑Type II ❑Type il I ❑Typo I V ❑Type V ��^�R°d` ❑Reg�T'eat�t M�y: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limitfng Layer. 22 fn 1.8 ft B. Measured Land Slope%: 9.0 � <br /> C. Etevation of Limiting layer.�-97J D. Soil Texture: Clay Loam <br /> E. Loc.of Restricive Elevation: F. Soit Hyd.Loading Rate: 0.45 GPD/ft2 <br /> G. Minimum Required Separatfon: 36 in 3.0 ft H. Perc Rate: 1a.0 MPI <br /> I. Code Maximum Depth oi System: Mound fn ���u; <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Area�]h� Sidewall Depth��9n Trench Width�{t <br /> Total Lineal Feet��ft Number of Trenches� Code Maximum Trench Depth��� <br /> Contour Loading Rate�ft Designers Max Trench Depth��i� <br /> Bed Design Summery <br /> Absorptlon Area�ft' Depth of sidewalt�_]�n Code Maximum Bed Depth��9� <br /> Bed Width��ft Bed Length��ft Designer's Max Bed Depth�i� <br />
The URL can be used to link to this page
Your browser does not support the video tag.