My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-00909 - new/replacement septic system
Orono
>
Property Files
>
Street Address
>
H
>
Hunt Farm Road
>
835 Hunt Farm Road - 30-118-23-43-0003
>
Septic
>
2015-00909 - new/replacement septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:28:06 PM
Creation date
2/28/2017 1:31:20 PM
Metadata
Fields
Template:
x Address Old
House Number
835
Street Name
Hunt Farm
Street Type
Road
Address
835 Hunt Farm Road
Document Type
Septic
PIN
3011823430003
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
i , <br /> � Mo u n d Design Trov Johnson^co Wnoht mn us <br /> for auest�ons or comments <br /> Property Owner: Curt Ritter Date: 7/24/2015 � <br /> Site Address: 835 Hunt Farm Rd.m Orono,Minn. PID: <br /> Comments: <br /> instructions: � = req'd input �� = input or default �� = calculated field ••* = instatler info <br /> i) ��bedroom Type � Residential System <br /> z) 600 GPD design flow <br /> 3> Yes Garbage disposal or pumped to septic larger tank, effluent filter Ft alarm req'd <br /> �a '"* 2600 Gallon septic tank (minimum) Multiple tanks or compartment req'd <br /> 2-1300$al. Tanks <br /> 5� '•2 GPD/ftZ mound sand loading rate . <br /> 6� 10 ft rockbed width 55.0 ft rockbed length <br /> �� "` 3.0 ft lateral spacing 3.0 ft perforation spacing (default 3, range 2-3, for both) <br /> end feed manifold connection <br /> ' 8> `"#�laterals 53.0 feet lonQ. 18 perfs / lateral 54 perfs total <br /> 9i "** 7/32 inch perts at �feet residual head gives 0.56 gpm flow rate per perforation <br /> (3/16"default) (2'head default) <br /> for this perf size ft spacing, fx pipe size on line 12, max perfsJlateral = 30 , line#8 must be less. <br /> ��� �doses per day (5 recommended, 4 minimum) (4 will allow 2" laterals, 5 will allow 1.5") <br /> i i� 120 gallons per dose (treatment volume) <br /> i'� 1.50 inch diameter laterals (or smaller) witt meet"5x pipe volume" <br /> ""' 2.00 inch diameter laterals (or smaller) must be used to meet"4x pipe volume" requirement � <br /> 2.00 inch diameter laterals (or smaller) will meet "3x pipe volume" <br /> i3� "*" 250 feet of 2.0 inch supply line leads to 43 gallons of drainback volume <br /> ("top feed"manifold to control the drainback) <br /> ia� 163 gallons TOTAL pump out volume (treatment + drainback) <br /> is> 8 feet vertical lift From pump to dispersal area, leads to a: <br /> �6� *" 30 GPM� 20 feet of head, Pump requirement note: >50gpm may require an extra 3-6'of head <br /> »��"'" 1�00 gal Dose tank (minimum) at approximatety 25.00 gpi , <br /> leads to a <br /> is> '*' 6.5 inch swing on Demand float, or timed dosing of 5.4 min ON (confirm pump ratQ"yvith drawdown <br /> 4.7 hrs OFF test and adjust ai nacessary) <br /> �9> 12 inches of effluent from bottom of tank to cover pump � <br /> '-o> *'" 19 inches from bottom of tank to"pump ON"float <br /> =�) '*" 22 inches from bottom of tank to"Hi Level Alarm"float (Add a few more inches if Time Dosed) ' <br /> '_z� 463 gallons reserve capacity (after High Level Alarm is activated) 1►Y � <br /> p ; � <br /> °� ��.��`'�t�+ r- �a N <br />
The URL can be used to link to this page
Your browser does not support the video tag.