My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-0554 - septic replaacement
Orono
>
Property Files
>
Street Address
>
P
>
Pine View Drive
>
1100 Pine View Drive - 28-118-23-42-0010
>
Septic
>
2015-0554 - septic replaacement
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:25:37 PM
Creation date
7/5/2018 1:28:22 PM
Metadata
Fields
Template:
x Address Old
House Number
1100
Street Name
Pine View
Street Type
Drive
Address
1100 Pine View Drive
Document Type
Septic
PIN
2811823420010
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.
/
39
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 De�ign Summary Worksheet UNIVERSITY -& �F��� <br /> Minnesota Poilution OF MINNESOTA ;�.�� ,�; <br /> Control Agency �, <br /> Property Owner/Client: Gorden James C nxtion project�D•�v 06,12,13 <br /> Site Address: 1100 Pine Yiew Drive(Site Date: 1/12/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Deslgn Flow: ��Gallons Per y(GPD) Note: The estimated design jlow is cansidered a peok flow rote <br /> � induding a wfety factor.For lonq term perforrtwnce,the average <br /> B. Septic Tvnks: daily f/ow is rxommended to be<60%of this value. <br /> Minimum Code Requfred Septic Tank Capacity: 2250 Gatlons,in �Tanks or Compartmentr <br /> Recommended Septic Tank Cdpacity:� Gallons,in �Tanks or Compartments <br /> Efft�nt 5creen• No Alartn: No <br /> C. Holding Tanks Onty: <br /> Minimian Code Required C�acity:�Gatla�s,in ��Tanks <br /> Designer Recommended Capacity:�Galtons,in �Tanks <br /> Type of High Levei Alarm: <br /> D. Pump Tank 1 Capacity(Code Minimum):�Gatlons Pump Tonk 2 Capacity(Code Minimum): ��Gallons <br /> Pump Tonk 1 Capacity(Designer Rec): �Gallons Pump Tank 2 Capacity(Designer Rec): �Galtons <br /> Pump 1 GPM Total Head ��ft pump Z�GPM Total Head �ft <br /> Supply Pipe Dia.�in Dose Volume:�gal Supply Pipe Dia.��in Dose Volume:�gal <br /> 2. svsr�►nr� <br /> TYPe of Sotl Treatrnent and Dispas�Area; <br /> Q hendi Q Bed Q Mamd r �Grovlfy DBtrbutlai Q R�re DIs�aH.evd 0 Ptesam Dktrbutlon-Unkvel <br /> O�P O�din9 rank O A�-�� I 'Selection Required Benchmark Elevation: Sea tevel ft <br /> Benchmark Location: <br /> System Type Type of Distribution Media: <br /> �Type I ❑Type I I ❑TYPe 111 �Type I V ❑Type V ��� ❑�T���: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer. 20 �n 1.7 ft B. Measured Land Slope%: 8.0 % <br /> C. Elevation of Limiting Layer: 1010.9 D. Soil Texture: Loam--1 <br /> E. Loc.of Restricive Etevation:�-, -, F. Soil Hyd.Loading Rate: 0.60 GPD/ft2 <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 7.0 MPI <br /> 1. Code Maximum Depth of System: Mound n ��tr; <br /> 4. DESIGN SUAAMARY ' <br /> Trench Design Summary <br /> Dispersal Area�� Sjdewalt Depth�9n Trench Width�in <br /> Total Lineat Feet�ft I Number of Trenches� Code Maximum Trench Depth�in <br /> Contour Loading Rate�ft Designers Max Trench Depth in <br /> � <br /> eed Design Summary <br /> Absorption Area�� Media Below Pipe��n 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.