My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-00717 - new mound septic
Orono
>
Property Files
>
Street Address
>
H
>
Hollander Road
>
333 Hollander Road - 25-118-23-43-0005
>
Septic
>
2015-00717 - new mound septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:15:19 PM
Creation date
2/27/2017 1:31:59 PM
Metadata
Fields
Template:
x Address Old
House Number
333
Street Name
Hollander
Street Type
Road
Address
333 Hollander Road
Document Type
Septic
PIN
2511823430005
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 uN�vERs�TY �`:,���,�_x. <br /> Minnesota Poliution OF 1�INNESOTA � <br /> Control Agency -�-�'�\. <br /> Mound Design Summary <br /> ���� 625.0 ft2 Bed LenS� 63.0 ft Bed Width i0.0 ft <br /> A65orplion Width 12A ft Ctean Sand Lift 1.3 ft Berm�dth (0-t%)�_�ft <br /> Upslope 8eim Width 9.0 ft Downslope Berm Width 27.0 ft Endslope Berm Width 15.0 R <br /> Total System L�gth 96.0 ft TotalSystem Width 4g.0 ft Contour Loading Rate 12.0 gaUft <br /> At-Grade Design Summary <br /> Absorption Bed Width�ft �Ptio����ft System Height�ft <br /> Contau laading Rate�gaUft upslape Berm Width�ft Downstope Berm Width�ft <br /> Endslope Berm Width�ft System Length��ft System Width�ft <br /> Level Ft Equal Pressure Distribution Summary <br /> No.of Perforated Laterals�_� Perforation Spadng�ft Perforati�►Diameter 7/32 in <br /> Lateral Diart�eter 2.OU in Min.Detivered Volume�gat Maximum Delivered Volume 188 gat <br /> Non-tevel a�d Unequsl Preswre Dl�n'buEion Summary <br /> Elevati� Pipe VoUme Pipe� Perforatia�Stre <br /> (ft) Pipe Size(in) (gaUft) (ft) (in) Spac�n4(n) ���3(�? <br /> Lateral 1 Minimum Delivered Votume <br /> Lateral 2 ��al <br /> Lateral 3 <br /> Lateral 4 hAaxirtxim Delivered Yotwne <br /> Lateral 5 �8at <br /> Lateral 6 <br /> 5. Additionat l�o for Type IV/Pretreatment Design <br /> A. Cciculote the ovYganic toadinq using optia�1 or 2 <br /> 1. Org�tt toading e Pounds of 80D X Units <br /> �_�tbs/day X �-� _ �tbs BODJday <br /> 2. Org�ic Loading to Pretreatrnent Unit=Design Flow X Estimoted 80D in rt�lL in the etfluent X 8.35=1,000,000 <br /> �d X �mg/L X 8.35+1,OW,�� �lbs BOD/day <br /> B. Type of Pretreatment Unit Being InsWlled: <br /> C. Calcuta[e Soil Treaaa+ent System Orgonic la�ing: Ibs.BOD/day=Bottom Areo =lbslday/ftZ <br /> ��lbs/day� �ft2- �lbsldaylfiZ <br /> CommentslSpecial Design Considerstions: <br /> 1 hereby ceriify that I have completed this work in acoordance with all appticabte ordinances,rules and laws. <br /> loseph J Olson �,-�""'""�� �' 810 02/28/15 <br /> � ner) � (Stgnature) p-icense tl) (Date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.