My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1993-005245 - septic system
Orono
>
Property Files
>
Street Address
>
F
>
Fox Street
>
1685 Fox Street - 03-117-23-44-0004
>
Septic
>
1993-005245 - septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:38:57 PM
Creation date
10/11/2016 1:11:54 PM
Metadata
Fields
Template:
x Address Old
House Number
1685
Street Name
Fox
Street Type
Street
Address
1685 Fox St
Document Type
Septic
PIN
0311723440004
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.
/
31
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
, � �-�/�J�'�fF�: ( 5 �R� F-15 <br /> P MP : EL�CTION YIt(1 Ell IZL <br /> !�. Uctcrmine pump capacit} <br /> l. Minimum su�;gcstcd i� 60O gallons per liour(]0 gpm) lo stay ahcad of <br /> walcr usc ratc. <br /> 2. Maximum su�gcstcd (��r dclivcry to a drop box of a homc systcm is 2,700 <br /> �;nilons per hour(45 g��m) to prcvent build-up of pressurc in drop box. <br /> 3. Usc valuc (rom dcsign of pressure distribution systcm. <br /> SELECTGU ]'UMP CAPACITY .�7• O gpm p��,������i�� <br /> ti <br /> 13, [)eterminc head requireme�its: I'oini c,l U��ch:�r�;�• <br /> l. L'Ic��atioi� dif(crcncc b��twcen pwnp and point of c��schargc. <br /> �6 feet � Glevation Diffcrcncc� <br /> 2. If pumping to a pressi rc distribution systcm,add fivc feet for pressure P11J7�' <br /> rcquircd at manifold <br /> _�feet f-186 <br /> ,�. FiiCtlOtl IOSS 1.5 inch .0 in� 3.0 inc:h <br /> 6pp� Fricti��loss per i o n�>r���� <br /> a. Entcr friction loss t blc with gpin and pipc diametcr. <br /> IZcad fri�tion loss ir fcct per 1(� fcct from pagc F-18. 10 0.69 0.20 <br /> P.L. _ ?.Z 9 ft./ �(�ft of pipc t2 o.9G o.28 <br /> 14 1.28 0.38 <br /> b. l�ctcrminc total pi� c�cnglh from �ump to dischargc 16 1.G3 O.qR <br /> F�c�int. Add 25 perc •n� to piE�c Icn�lh for filtin� I8 2.O3 b.GO <br /> Ic>ss,or usc a fittin� loss chart. �quivalcnt pipc 2� 2.�� 0.�3 ��.�� <br /> 25 3.73 l.11 O.lfi <br /> Icnfith - 1.25 ti�pes ip�length = 30 5.23 I.SS 0.23 <br /> /D, ' x 1.25 = /1 �� fcct 35 �.90 2.cu, u.3o <br /> ' c. Calculatc to►�J fric� ,�n lossby multi�lying 40 ��•�» 2•�'� ��•3`� <br /> 45 14.73 3.28 O.qg <br /> � (riction loss i�� (t/1 {) f�by cquivalcnl i�c lcn�lh. 50 3.99 O.SR <br /> 'I'c>tal friction los�_ _ ?. Z9 x /2� +lpp= � . 9 feet 55 4.7G o.7c) <br /> � 4. 'fot�l hcad �cquircd is hc sum of cicvation diffcrcncc, C'� S.Cic) c).K? <br /> sperial hcad r�quii-cn �nts,and total frirlic�n loss. <br /> /�' + S + z. 9 <br /> (1) (z) (3c) <br /> TOT! L HEAD Z y feet • <br /> G Pump selection D ,� <br /> l. A pt�mp inust bc sclectcd tc dclivcr at Icast �7ogpm (Step A) with at lcast <br /> ?� fcct of total hcad (Stc > U�. _ FSTIMATED SEWAGE FLOWS I�� GAL�ONS PER DAY <br /> NUMBER TVPL OF RESID[NCE^ <br /> OF -- .... ....'--'-- <br /> E]fDkOOMS 1 7_[ � -�--�-�--�-- <br /> l�. Total Pumpout Volume z soo zz5 _ . �oo �„�,:- <br /> I. To maximizc um ]i(c scic t sum sizc (or 4 to 5 um o crations cr d�� 3 450 'o° 1��� �' <br /> P P P P P P P Y• � eoo s-rs zss °°�"r: <br /> SO gpd 4 = /�7. S gatlons per dosc s ,30 ��o z�� TY','.;,. <br /> 6 <JOO 325 332 �1. <br /> 2. Calculatc drainback � �oso 600 3�0 ;,`, <br /> O 1200 67h ,It)U lolun�n•. <br /> I. I�rtrrminc total pipc lcng� �, � � fc�t. <br /> 2. f�rtcrminr liquid volumc��f pipc,/7.�f3��allons per 100 fcct. (uc p��gc F-18) T-1 Htl <br /> 3. �1ulliply Icngth by volum : Drainback qua�ilitY - ��; �cdiumcicr inchcs G�illun.e per IO(I lrcl� <br /> /�fcct x/7.'f� �allons/100 (t. _ /7•1..�ballons. 1 4.4) <br /> 'Sug�;ested drainback quantity is 0 percent of pumped quantity. A larger drainback 1.25 7.77 <br /> �erc�nt��e will decreaso pump st:�tion efficiency slightly but pumping ener�y cc>sts are <br /> ust�illy�rclativcly small part of tl,c total houschold encrgy costs. 1.5 l 0,58 <br /> � 2 17.4� <br /> 3. Tot�l pump out volumc eqt nls dosc volumc +drainback 2,5 24.�7 <br /> � /�alloi�s per dosc+ _�gallo�is= Zo`-/. 9 Total Gallons 3 3�.4 <br /> 4 CC.I <br />
The URL can be used to link to this page
Your browser does not support the video tag.