My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Septic info plus 1990 septic design
Orono
>
Property Files
>
Street Address
>
L
>
Longview Circle
>
2300 Longview Circle - 03-117-23-23-0018
>
Septic
>
Septic info plus 1990 septic design
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:35:38 PM
Creation date
6/14/2017 12:37:33 PM
Metadata
Fields
Template:
x Address Old
House Number
2300
Street Name
Longview
Street Type
Circle
Address
2300 Longview Cir
Document Type
Septic
PIN
0311723230018
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
M • <br /> ' � •\ <br /> ��SEL-ECiTON PR�CEDt�E , <br /> a Determine pamp npadtp: <br /> t. Minimum suggested is 600 gallons pe:hovr(10 gpm)bo stay ahead oE ' <br /> watet t�se rate. <br /> 2. Maxinnun sug�;es�ed for ddivery e�a drop box oE a hoene sysdem is 2,700 <br /> gallons per ho�a t4s g�pm)to peevent baild-up oE pee�s�u+e in drop box. <br /> 3. U�e vatue froa�de�ign of pnessure distiibudon systea�. <br /> SELECTL=D PUII�CAPAQTY�apm p��� <br /> B.Dehaadne head seqniremml� . Pbi�e[Diseh� <br /> l. Elevado�n�betvree�puasp and point oE diul�arge. �"�r"_ �� <br /> ���� F1�►�daa Dl�es <br /> Z If pumpirg to a peess�u+e di�'butlon sy�,uid live feet for pre�utre a,?.. .n <br /> tequired at aunifoid <br /> ��� Rlab <br /> 3. Frktlon loss � � i�r.:�:�.r�� <br /> a. F.nter fricdon loa�tabk with apRn and pipe dis�neeer. <br /> Read frlctlOn lo�in feet per 100 feet f!'ont page F-18. l0 0.69 0.20• <br /> F.L� a. fti/100 k of 12 0.96 0.� <br /> -�-�-� �� . •14 1.ZS 0.35 , <br /> ' b. Determine total plpe let�gth Et�oet pa�np to d�sctttarge 16 1.63 0.4s <br /> point Add?S peraent to ptpe lee►gth for fltdng , la 203 0.60 <br /> ����y��� ��� 20 Z4� 0.73 0.11 <br /> � ���t�� 2S 3.)3 1.11 0.16 <br /> lengd►-1.2s timd ptpe krgth• 3o s.23 l.ss o.z3 <br /> '►q=x 1.25�• ���ri`_Eeet <br /> c. Calcniate totai fricti�on loss by inuttiptyirg ,i�s ii.� 3t.?�.� o a <br /> h r i c d o a l a�in h/1 0 0 R b y e q u i v a len t p ipe lengt h. SO 3.99 O.SB <br /> Total friction loas• �;_x -%. .=100=_�_feet SS � 4.76 0.70 . <br /> 4. Total lusd required i�the suu�of devadon diEfere�ce, � � 6 0 s.6 o O.E 2 • <br /> special head requir�e�b,and total frictlan lo�s. � <br /> _�..+=+�_ <br /> � ti) W (3v <br /> TOTAL HEAD � �feet . <br /> G Pnmp selecdon D-7 <br /> 1. A pump must be edecbed to deliver at least �� gpm (Step A)with at lesst <br /> �„L ket of total hmd(Step B). Q^"M*m �� �M�a+on. �a on� <br /> w�oe Tr.s a. �ts�eeras <br /> t a � Q <br /> D. Total Pnmpont Volnme ' s � � �� � <br /> 1. To maxinuu pump itfe xlect sua+p s�ze for 4 to 5 pump operadors per day. . : � � _� .;� <br /> -�.-SPd+4= I s �� gallon�per dose s �o ,eo �. .��, <br /> 2. Calcvlate drainbacic i �o'o � a� � <br /> 1. Determine total pipe ltngth, ' ^ feet. • �mo rr� .o� e.w,,.,, <br /> 2. Determine liquid wlume of pipe,��,gallon�per 100 feet. (xe page R18) F•18a <br /> 3. Multiply length by whm�e: Drainback quantlty� � f Ga�em 10o tee� <br /> � � Eeet x�_gallans/100 f���8allon�• 4 <br /> •Suggaced drainbaek quanHty is 10 perce�t oE pua�ped qwaHty. A larger dr,inback 1.25 7.7•� <br /> percanage wiil d�pump seadon effldenry�lightly but pumping�nvgy cosb are <br /> usually a reiatively small part of the total houxhold energy coses. 1.5 1�.s8 <br /> 2 17.43 <br /> 3. Total pump out wlume equais dose volume+dniaback Z,� 24 87 <br /> �gallons per aose+ � '- gallons s I � 4 Total Gallons 3 38.4 <br /> 4 66.1 • <br />
The URL can be used to link to this page
Your browser does not support the video tag.