My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Soil and Percolation Testing
Orono
>
Property Files
>
Street Address
>
W
>
Wyndmere Road
>
1180 Wyndmere Rd - 26-118-23-41-0008
>
Septic
>
Soil and Percolation Testing
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:18:35 PM
Creation date
3/2/2020 12:03:45 PM
Metadata
Fields
Template:
x Address Old
House Number
1180
Street Name
Wyndmere
Street Type
Road
Address
1180 Wyndmere Road
Document Type
Septic
PIN
2611823410008
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.
/
12
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
FROM Y KIM PHONE N0. : 612 476 4398 Jun. 15 2007 04:.34GM P9 <br /> University of Minnesota Pmp Seledion Procedure - IW2504 <br /> U Mored feotMglee MW be en6ered,the rest wS be aafadated. <br /> �. Determuie i P fir. �.�,..ev <br /> A. Qmft W bufipn rwo.sewn <br /> 1.MnMrm mow odlarge is td gm <br /> 2.1'.0 rail wggesW disrharga 1s45 <br /> Faather�at leW'46` than the water <br /> supply'ab,but no feeder than the rate at wtrictt effluent wifl low <br /> Out of Me d abibu6m device. <br /> B. Pmmm Wabraudw•m pry deme Iwo*dw It soil heotment syrtem <br /> e polo Marga <br /> .. �.rihii:4dT•i <br /> Sdo*d Pwnp Capeft! ®gprn ®tpipe <br /> inlet 2A.eievotlon <br /> 2 .Ddr1 m Total i]yroamic Hud{EDN) pipe diffewnco <br /> A inn ddierrrrlOe betwaeit .arra of ' ---- ......... <br /> 12 1W <br /> ......... ....... <br /> a. treed regi m w P(See Figum-Speaet Heed Regmmenr V <br /> 5 ice S earl Head Re uie»tenta <br /> Gravely Dior Rion OR <br /> C. Friction bas in supply pipe Preaeure rUwkbUfiw 5ft <br /> 1. &W pipe dameter U in <br /> 2. Et&figura E-9 wfih gpm(iA or 8)and pipe diameter(CI) <br /> Read irWm loss in teat DW 10D.(W fmm ft"E-9 E=8 Frkdm Lou M PWic Pipe <br /> Frirdioa bee^ 2.1 100 ft ofpipe W100ft <br /> nOmin� <br /> 3.DeWmm total pipe WrOh from PUMP d1lcherge to sal WMM d Kharge pwn pow Rats pye diameter <br /> Eatimalo b1►adding 26 Ptrnoent to pipe WO for friction to s to fittings 1.6" 20' 3' <br /> Pip Wr4th tmaS 1.2.5=mW4dart pipe Wo Mom <br /> 200 x 1_25- 250 25 "3.73MIA0.16 <br /> 4.Cfthite fatal friction loss by rrwl6plying fridw loss(C2) 35 6.96 2.08 0.3 <br /> by dweWhOW pOe Wo(a)and divide by 100. <br /> Friction Loan= 2.11 fV100Q X 250 ft 1 100: 5.3_ . _. feet 45 11.07 3.28 0.48 <br /> D. TOW twW raMrwrlertt is the mm of elevdon difference(A),spedal 55 4.76 0.7 <br /> head retpuramb(8),and total frtot m lass(C41. <br /> 12 ft + 5 ft + 6.0 ft 65 6.48 0.95 <br /> 74tW Hwd: 23.0 1"t <br /> 3. Pump Selectlon <br /> 1.A pump moat be aeleded la ddfW at least 38 qpm(1A or B) <br /> wffh at beat 23.0 feet of bfel head <br /> I hereby ce*that I have completed this work in accordance with aft applicabb ordinances,rules and laws. <br /> ( ) $10 (aoerwe e) Ulm (pate) <br /> Page 1 of 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.