My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2016-00560 - septic replacement
Orono
>
Property Files
>
Street Address
>
K
>
Kokesh Farm Road
>
515 Kokesh Farm Road - 31-118-23-14-0009
>
Septic
>
2016-00560 - septic replacement
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:29:26 PM
Creation date
4/12/2017 3:29:41 PM
Metadata
Fields
Template:
x Address Old
House Number
515
Street Name
Kokesh Farm
Street Type
Road
Address
515 Kokesh Farm Road
Document Type
Septic
PIN
3111823140009
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.
/
32
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 /> ,�;��e�ta po����� OSTP Desi�n Summary Worksheet ur,�v�Rs�rY ��� <br /> Control Ager�ty OF MINNESOTA �i�.��, <br /> Mound destgn Summary <br /> Absorption Area 750.0 ft� Bed Length 75.0 tt Bed Width 1U.0 ft <br /> Absorption Width t0A ft Clean Sand Lift 2.0 ft Berm Width (0-1%) 16.0 ft <br /> Upslope BeRn Width g.Z ft Downslope Berm Width Zg,Z ft Endstq�e Berm Width 14.d it <br /> Total System Length �p7,p ft ToWISysCem Width 46.5 ft Concour Loading Rate 10.0 gaUit <br /> At-Grade Qesign Summary <br /> Absorption Bed Width�ft Absorption Bed Cength�ft System Height�ft <br /> tontour Loading Rate�gaUft Upslope Berm Width�ft Downstope Bertn Width�ft <br /> Endstope Bertn Width�ft System LengthC�ft System WidthC�ft <br /> Level&Equai Pressure Distribution Summary <br /> No.of Perforated Lateratsl._I Perforadon Spacing�ft Perforation Diameter i/4 in <br /> Lateral Diameter 2.00 in Min.Delivered Volume 149 gal AAaximum Delivered Volume 188 gal <br /> Non-Levei and Unequal Pressure Dtstribution Summary <br /> Etevatlon P'ipe Votume Pipe Length Perforatiai Size <br /> (ft) Pipe Size(in) (galtft) (ft) (in) Spacing(ft► Spacing(ini <br /> Lateral t Mi�imum Detfvered Votume <br /> laterat 2 �gal <br /> Wterat 3 <br /> Laterat 4 Ahaximum Delive�ed Votume <br /> Laterat 5 ��� <br /> tateral 6 <br /> 5. Additional info for Type IV/Pretreatment Design <br /> A. Cotculate the organic loodfng using option i or 1 <br /> 1. Organic Loadfng �Pounds oj BOD X Units <br /> tbsfday X � m �lbs BODlday <br /> 2. Oryanic Londing to Pretreatment Unit =DesFgn Flow X Estimoted BOQ in mg/l in the effluent X 8.35+t,000,OD4 <br /> ��gpd X ��mgtl X 8.35}t,000,Od0= �lbs BOD/day <br /> B. Type of Pretreakment Unit 6eing Instalted: <br /> C. Catculate Soit Treatment System Orgonic Loading: ibs.B00/doy+Bottom Area =l6slday/ftz <br /> lbs/day a �ft�_ ��1bs�day/ft2 <br /> CommentsJSpectal Design tonsideratio�s: <br /> 1 hereby ceRify that f have completed this wark in,a�ccordance with aU applicabte ordinances,rutes and larrrs. <br /> ( �, <br /> � � <br /> r �,, "� �{, f� 1/�`�y <br /> , <br /> _._ <br /> ��s ol f i�,! �/(1 /�Cd".,"�f .��../�i'�'ifr���l �f �� �/ ,/r� (,J <br /> , <br /> ��esigner� (S�nature) (��cense tt) (Date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.