My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info including 2002 design
Orono
>
Property Files
>
Street Address
>
O
>
Old Crystal Bay Road North
>
0405 Old Crystal Bay Road North - 33-118-23-24-0007
>
Septic
>
septic info including 2002 design
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:48:10 PM
Creation date
3/7/2018 1:01:58 PM
Metadata
Fields
Template:
x Address Old
House Number
405
Street Name
Old Crystal Bay
Street Type
Road
Street Direction
North
Address
405 Old Crystal Bay Road North
Document Type
Septic
PIN
3311823240007
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.
/
28
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
PUMP MEMO. -PROCEDURE <br /> 1. Determine pump' capacity: <br /> A. Gravity distribution , <br /> 1. Minimum required discharge is 10 gp . <br /> 2. Maxim%im suggested'discharge Is 45 gpm. Far oiher <br /> establishments at least I ffa grepter han the supply rate, <br /> but nd faster than the rate at which effluent wMflow out of the <br /> distribution device. . <br /> B. Pressure distribution " <br /> See pressure-dis�tion work sheet <br /> From•A or B Selected-pump capacity: - .gym <br /> 2. Determine pump head-requirements: <br /> A. Elevation difference between pump and point of discharge? <br /> feet &p ar; <br /> B.Special head requirement?(See Pigure at right:-Speci l Head Requirements) total 1pe <br /> feet tenet <br /> Wet 2A.elevation <br /> C. Calculate Friction loss pipe difference <br /> 1. Select pipe diameter a in ...... <br /> 2. Enter Figure E-9 with gp=(1A or B)and pipe ter(Cl). <br /> Read friction loss in feet per 100 feet fromFig=e •9 ' Special Head Requirements <br /> Friction Loss= w.mft of pipe GravitY DistrIbution 0 ft <br /> 3. Determine total pipe length froati pump discharge to soil treatnzer<tPreisure Dlstributlon 5 ft <br /> discharge point.Estimate by adding 25,perdent to'ipipe length-for 7. <br /> fitting loss. Total pipe length times 1.25 equivalent pipe length -�Friction ons to Plastic Pipe <br /> �' • eet x 1.25 =l3 feet Per 100 feet <br /> 4. Calculate total friction loss by multiplying friction loss(C2) riominai <br /> in ft/100 ft by,the equiyalentpipe•length(0)and divide by 100. nowpipe diameters <br /> 1 I ft/100ft x=+100 1 w rata 1m 2" 311 <br /> D. Total head required is.the sum of elevation differenc¢(A),speci'al`' 20 2.47 0.73 • 0.11 <br /> head requirements.($),and total friction loss(C4) 25 3,73 1.11 0.16 <br /> ft+ ft+ t a 30 5.23 1.55 0.23 <br /> Total head: `feet 16.06 2.06 0.30 <br /> 40 8,91 2.64 0,39 <br /> I. Pump selection 11.07 3,28 0,48 <br /> 50 13.46 3,99 0,58 <br /> 55 <br /> A pump must be selected to deliver at least 4,76 0.70 <br /> 60 5.60 0.82 <br /> (1A or B) with at least ',6-" feet of total head(23D) 65 6.48 0.95 <br /> 70 7.44• 1.09 <br /> I hereby certify that I have ompieted this work-in accordance with applicable ordinaiiees,:rules and laws. <br /> AF;E cense#) 7 'oZ Vl -U Z <br /> (date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.