My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2012-00426 - new septic
Orono
>
Property Files
>
Street Address
>
L
>
Leaf Street
>
75 Leaf Street - 05-117-23-11-0014
>
Septic
>
2012-00426 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:15:42 PM
Creation date
4/26/2017 3:28:00 PM
Metadata
Fields
Template:
x Address Old
House Number
75
Street Name
Leaf
Street Type
Street
Address
75 Leaf St
Document Type
Septic
PIN
0511723110014
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.
/
26
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
OSTP Design Summary Worksheet UNIVERSITY �'"�� <br /> Mi�nesota Poilutbn OF MINNESOTA <br /> Cor�trol Agency z aL�r. <br /> Properry Owner/Client: BPS Properties LLC. v 11.05.31 <br /> site nddress: 75 Leaf Street, Orono,MN 55356 <br /> 1. AVERAGE DESIGN FLOW: <br /> A. Design Flow: 750 Gallons Per Day(GPD) IYote: The esttrriated design Jlow h wrtsldered a peek Jlow rate tncludfng a safety <br /> fac[or.For long term performonce,the average dnily Jlow is recommended to be� <br /> B. Septic Tonk capacity: 2250 Gallons 6ox of thrs vatue. <br /> �, Number of Septic Tonks or Compartments: �� Effluent Screen 8 Alarm? Y2S <br /> Type d Soil TieatrtieK and Dispersal Area• Type of DLstribution* <br /> Q hench�s Q Bed Q Mound Q At-Grade �Gravily Distribution Q Prtsswe D6tribution-Level Q Presure Dish�l�utbn-Unkvd <br /> �Dr1P Distribution �None-Holding Tanks Onty <br /> 'Selection Required Berxhmark Elev= ft <br /> SY��TYPe Benchmark Location: <br /> QQ Type I ❑Type II ❑Type I II ❑Type IV ❑Type V Type of Distribution Media: <br /> rock <br /> D. Pump Tank 1 Capacity: ��Gallons Pump Tarrk 1 Capacity: �Gallons <br /> 2. SIIE EVALUATION: <br /> A. Depth to Limiting Layer: 18 inches 1.5 ft Elevation of Limiting Layer: 974.4 ft <br /> B. Meawred PercenL Land Slope: 5.0 % 0.0 <br /> C. Soil Texture: �— Loam—� Percolation Rate: �Mlnutes per Inch <br /> D. Soil Hydrautic Loading Rate: U.60 GPD/ftZ E.Contour Loading Rate 12.0 Gal/ft <br /> 3. DESIGN SUINMARY <br /> Trench Design Summary <br /> Absorption Area ��ft� Sidewall Depth �9n Trench Width ���n <br /> Total Lineal feet �ft Number of Trenches � Maximum Trench Depth ��� <br /> Designet's Max Trench Depth in <br /> Bed Design Summary <br /> Absorption Area C�ft� Media Below Pipe �in Bed Length ��ft <br /> Bed Width �ft Maximum Bed Depth ��in Designers Max Bed Depth ��� <br /> Mound Design Summary <br /> Absorption Area 625 ft Bed Length 83 ft Bed Width <br /> 10.0 � <br /> Absorption Width yp,p ft Clean Sand Lift �,5 ft Berm Width (slope 0-1°,6) �ft <br /> Upslope Bertn Width 11.7 ft Downslope Berm Width 20_0 ft Endslope Berm Width 12,p ft <br /> Total System Length 87 ft Total System Width 42 ft <br /> At-Grade Design Summary <br /> Absorption Bed Width ��ft Absorption Bed Length ��ft System Height �ft <br /> Absorption Bed Area �ft2 Upslope Berm Width �ft Downslope Bertn Width �fl <br /> Endslope Berm Width �ft System Length �ft System wdth ��ft <br />
The URL can be used to link to this page
Your browser does not support the video tag.