My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1992-004455 - new septic system
Orono
>
Property Files
>
Street Address
>
S
>
Silver View Drive
>
2650 Silver View Drive - 33-118-23-42-0009
>
Septic
>
1992-004455 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:51:41 PM
Creation date
1/4/2019 2:23:12 PM
Metadata
Fields
Template:
x Address Old
House Number
2650
Street Name
Silver View
Street Type
Drive
Address
2650 Silver View Drive
Document Type
Septic
PIN
3311823420009
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
. � � <br /> catine pamp capacii3►: . <br /> Minimum sugg,�sted is 600 gaIlons per hour(IO gpm) to stay ahead of <br /> � water us�rate. <br /> Maximum sugg�ested for ddivery b a drup box of a home syatem is 2,7pp <br /> Sa P��(45 gpm)to.Pr+e�►ent build-up of pressure in drop box. <br /> 3. Use value from design oF pressure dist�����, :�.��{� <br /> SELECZ'ED PtJ11�CAPACITY J �� "'J %Jj,4' - � �,t,��. '�.:.,,�;•� <br /> � Pfpe Laz6rh � <br /> B. Determine head nqnisemestt� � <br /> 1. IIevatlort d1��tyy�1_:�a���t Of d�3C�1gt�. Point of Disrh� <br /> Z If � � IIeYadoa DiSe�a,c� �5 % <br /> n4�red a�manifo1P�dist�Ibution system,add Hv�s fee!for pressure .` <br /> _S 'ftet <br /> 3. Frictfon loss F-isb <br /> a. Enttr frfction Ioss table with 1S inch ZO inch 3.0 inch <br /> Read frictian loss in feet per IOO�feet�fr�r�iz�d�netrr./o�,ti� �" �`�`��°"°"'�oo rt d o;P. <br /> F.L a�ft/100 h of pij�E► �� �' � 10 0.69 0.20- <br /> ' b. Determine total pipe Iength from pump to dischar� ���) '14 %2s o.3g <br /> point. Add?5 per�t to pip�1���r fittlng � 16 1.63 o.a8 <br /> loss,or use a fitting loss�� 18 2.03 0.60 <br /> len - l,y �� ���t��' � 247 0.73 0.11 <br /> � ��l�� 30 5.13 1.SS 0.23 <br /> • � x 1.2�s "i" '� f� 35 7.90 <br /> c Cakzilate total friction loss by mu��ply{�g 2a6 0.30 <br /> frictfon lass in ft/100 ft � il.� 2� 0.39 <br /> ��Vdlellt ��1211gth. 14.73 3.Z8 0.48 <br /> TOtal friCboa loss a �-=�f'-- x-.�1�+;00 a f � �•� O.SB <br /> 4. Total head requutd the sum of elevat[on difference, feet SS � 4.76 0.70 <br /> specia!head requirements,and total frlc�tion lo � ' � s.6o Q.s2 <br /> � � '� + �� � <br /> � �5 + � . . <br /> � (1) (21 (3� <br /> TOTAL HFAD I�+�feet . � <br /> C. Pump selection . <br /> 1. A pump must be selected to deliver at least� � <br /> U D-7 <br /> J��Eeet of totai head(Step B). ---� �tep A)with at least <br /> • anwTID sEy�.,� Ftows iN a+u.ons �v+ car � <br /> D. Total Pumpout Volume ""1M°a T�'�t or ����a <br /> o�a � a � Cz <br /> i. To maximize pum�life select sump size r 4 to 5 um o 2 JO� � �so .o,; <br /> �_�+4� p P P�dons per day. , � 4�0 <br />'_. Catculate dzainbark S�Ons per dose r,�-,'� �� � 2�° ��� <br /> 1. Detennine total ` �'°°' ,_, u r'�r. <br /> PiPe�efl�l,3•`ft'�t, � io�o � soo „o o, <br /> 2. Determine lfquid volume of ° 12O° sT� ,aa ��01�.,. <br /> PtPe•�� �` galIons per 100 feet. (see a ��.,• <br /> 3. Muldply length by volum� Drainbacic quanti�,�� P �F;8� F-18a � <br /> � fe8t x �'_ 7`Fggj]pit3/100 ft.= CO diamna nc�es t c a l tonz I00 rees <br /> Suggcsted drainback qvantity is 10 percesu of m � 8�On3. j <br /> arencage will decrease s � P�Q ndty. A larger drafabacic 4.4 <br /> suatly a reiatively smatl�art of thetotal houseryhold�Y but puaipin8 e�Q.�, ��� j.25 7.77 <br /> es'gy cosb. � � <br />. Tota��mp out volume equals dos�volume+drainback <br /> � 2 -' =�l 7.�l3 ' <br /> c�:� llOns per dOse+��J �png a � <br /> � Total Gallor�s 2•S 2 4.$� <br /> . � 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.