My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info
Orono
>
Property Files
>
Street Address
>
H
>
Hunter Drive
>
1070 Hunter Drive - 25-118-23-42-0008 (Formeraly 300 Sixth Ave N)
>
Septic
>
septic info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:15:17 PM
Creation date
3/1/2017 1:08:01 PM
Metadata
Fields
Template:
x Address Old
House Number
1070
Street Name
Hunter
Street Type
Drive
Address
1070 Hunter Drive
Document Type
Septic
PIN
2511823420008
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.
/
35
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 /> Minne����, OSTP Design Summary Worksheet UNIVERSITY <br /> Control Agency OF MINNESOTA `-� <br /> Property Owner/Client: Divine Custom Homes Projed ID:�v 07.14.15 <br /> Site Address: Lot 3,Block 2,Mooney Lake Preserve Date: 4/8/16 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated desiqn flow is considered a peak flow rate <br /> includtng o safery factor.For long term performance, the overage <br /> 6. Septic Tnnks: dai(y f(ow is recommended to be<60%of this value. <br /> Minimum Code Required Septic Tank Capacity: 2250 Galtons,in �Tanks or Compartments <br /> Recommended Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments <br /> Effluent Screen:� Alarm:� <br /> C. Hotdinq Tanks Only: <br /> Minimum Code Required Capacity:�Gallons,in �Tanks <br /> Designer Recommended Capacity:�Gallons,in �Tanks <br /> Type of High Level Alarm: <br /> D. Pump Tank 1 Capacity(Code Minimum):��Gallons Pump Tank 2 Capacity(Code Minimum): �Gallons <br /> Pump Tank 1 Capacity(Designer Rec): ��Gallons Pump Tank 2 Capacity(Designer Rec): �Gallons <br /> Pump 1 36.0 GPM Total Head t9.1 ft Pump 2�GPM Total Head �ft <br /> Suppty Pipe Dia. 2.00 in Dose Volume:��gal Supply Pipe Dia.�in Dose Volume:�gal <br /> 2. SYSTEM TYPE <br /> O Tre�ch Q Bed �Mound Q At-G2de Q Gravity Oistributlon Q Pressure DlStributlon-Level Q Pressure DfsMbufi�on-Unlevel <br /> Q Drip �Holding Tank Q other � *Selection Required Benchmark Elevation: Sea Level ft <br /> Benchmark Location: � <br /> System Type Type of Distribution Media: <br /> 0 Type I ❑Type I I ❑Type i l l ❑Type I V ❑Type V ❑� Dralnfield Rodc ❑Registered Treatment Media: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer: 14 in 1,2 ft B. Measured Land Slope%: 10.0 % <br /> C. Elevation of Limiting Layer: 1007.8 D. Soil Texture: Clay Loam <br /> E. Loc.of Restricive Elevation: F, Soil Hyd. Loading Rate: 0.45 GPD/ft2 <br /> G. Minimum Required Separation: 36 in 3,0 ft H. Perc Rate: 10.0 MPI <br /> I. Code Maximum Depth of System: Mound in Comments: <br /> 4. DESIGN SUMNIARY <br /> Trench Design Summary <br /> Dispersal Area�ftz Sidewall Depth�9n Trench Width�ft <br /> Total Lineal FeetUft Number of Trenches�� Code Maximum Trench DepthC�in <br /> Contour Loading Rate��ft Designer's Max Trench Depth�in <br /> Bed Design Summary <br /> Absorption Area�ftz Depth of sidewall��in Code Maximum Bed Depth�in <br /> Bed Width�ft Bed Length�_]ft Designer's Max Bed Depth�in <br />
The URL can be used to link to this page
Your browser does not support the video tag.