My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2014-01190 - new septic
Orono
>
Property Files
>
Street Address
>
W
>
Watertown Road
>
3955 Watertown Road - 32-118-23-32-0004
>
Septic
>
2014-01190 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:40:36 PM
Creation date
11/21/2019 12:55:07 PM
Metadata
Fields
Template:
x Address Old
House Number
3955
Street Name
Watertown
Street Type
Road
Address
3955 Watertown Road
Document Type
Septic
PIN
3211823320004
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.
/
24
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
Minnesota Pollution OSTP Design Summary Worksheet UNIVERSITY <br /> Control Agency <br /> OF MINNESOTA <br /> Property Owner/cAwc. Pillar Homes Project&.== v 11.09.22 <br /> Site Address: 13955 Watertown Road,Orono,Hennepin County (primary) <br /> 1. AVERAGE DESIGN FLOW- <br /> A. <br /> LOWA. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated deslyn flow Is considered a peak/low rate Induding a safety <br /> faxor.For kms twm perfanna ew.the awwav dilly flow Is reoomnwnded to be s <br /> B. Septk Tank capacity 2250 Gallons 6OX of dds value. <br /> C. Number of Sepik Tanks or Compartments: 2 Effhwnt Scream a Alum? NO <br /> TAN of Sow Tm*m t coat Disperse!Mw' `-1 o Dbbt MW <br /> O TwKIww O 1101 O Nana O Gmvki Drew O Pn w w Dbulmom.terel O ftw"M Draw ew d <br /> OftDkb*L 01101*gT*0 <br /> •Selection Required Benndunark Elw 1003.6 ft <br /> SYstefe Type Bendxrwrk Location: top of iron <br /> ©Type 1 ❑Type 11 ❑Type lit ❑Type IV ❑Type V Type of Distribution Media: <br /> Rock <br /> D. poop Tank i capacity: =Gallons Rmp Tank 2 Capackr. =Gallions <br /> 2. SITE EVALUATION: <br /> A. Depth to umftins Laywr: 14 inches 1.2 ft EhrAdon !Location of L.hr&"Layer: 987 ft <br /> B. Mea Percent Land Slope: 4.0 % 0.0 Location: I Shoulder <br /> C. Soil Texture: Loam Perc Rate: 12.6 MPI <br /> 0. Sod Hydraulic LoadinE Rate: 0.60 GPD/ft' E.Contour Loading Rate 12.0 Gat/ft <br /> 3. DESIGN SUMMARY <br /> Trench Des%n Summary <br /> Dispersal Area �fts SkW*ell Depth in Trench Width In <br /> Total Lineal Feet Ift Nu ntw of Trenches Maxhnum Trench Depth in <br /> Designers Max Trench Depth ]in <br /> Bed Desipt Summary <br /> Absorption Area fe Media Below Pipe in Bed Length ft <br /> Bed Width [==ft Ma knum Bed Depth =in Designers Max Bed Depth =in <br /> Mound Desipe Summary <br /> Absorption Area 625 fe Bed Length 63 ft Bed Width 10.0 1ft <br /> Absorption Width 20.0 ft Clean Sand Lift 1.8 ft Berm Width (slope 0-1%) ft <br /> Upslope Berth Width 13.0 ft Downslope Berm Width 20.0 ft Endslope Berm Width 13.0 ft <br /> Total System Length 89 ft Total System Width 43 ft <br /> At-Grade Design Sun nary <br /> Absorption Bed Width ft Absorption Bed Length ft System Height ft <br /> Absorption Bed Area ft2 Upslope Berm Width ft Downslope Berm Width ft <br /> Endslope Berm Width =ft System Length =ft System Width =ft <br />
The URL can be used to link to this page
Your browser does not support the video tag.