My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic design-2001
Orono
>
Property Files
>
Street Address
>
K
>
Kokesh Farm Road
>
515 Kokesh Farm Road - 31-118-23-14-0009
>
Septic
>
septic design-2001
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:29:27 PM
Creation date
4/12/2017 3:05:31 PM
Metadata
Fields
Template:
x Address Old
House Number
515
Street Name
Kokesh Farm
Street Type
Road
Address
515 Kokesh Farm Road
Document Type
Septic
PIN
3111823140009
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
, ['IZESSUK[: (�(ST�(Z(E3UT[ON SY5TfM cr�o rcrtroa�r��x, or n r,�Rr�,�tn�Cu 1 ^r('f <br /> ---�--J` — �-c,o,. ce.., <br /> 1. Sclect numbe� of per(orated laterals �_ � '�vo���� -_.{ <br /> � <br /> 2. Selecl perforation spacirl� - _�_ fect. � ��°m�S°ro�,�• � ;w`; •'c�"•�,,,< �o,,,� ��. _ <br /> .. ..��n�ac.re`r1'v�a�.�i.e�<o.-.. <br /> a� c.ol rat«o� <br /> '��NIII:J �Ie�.to....• <br /> 3. Since perforatiorLs sl�ould not be laced closer than 1 ft. to � '�.."'_`°° "��< <�o <br /> P �,.�P��, ._ <br /> ti�e edge of thc rock layer (scc diagram), subtract 2 (t. F�on� °`°'^ F'<'° R . • -" ``°" 'Z-'° ''. <br /> _ . �•' .r ao�t �o,�, <br /> the rock laye� Icngth. ''�"���� � <br /> U�an Sand �y Bonom o��^colra at <br /> � lo�i�ol <br /> �-- L•f�/�� feL+t. 'b�p.nol Soll Prop<rlr� <br /> P.ock I�ycr IrngU� B<(w� P�ocaq So.d lor�� <br /> 4. Determine the number oF spaces between perforations. �"e,,,P�'°`•'�°^�<<• <br /> c rv�.,��<�cr_� <br /> Divide the lengtt� above by perForation spacing and round °�` �,_.,.� - -�-- <br /> down to nearest whole nurnber. "�" ' � <br /> 1.Oa 0.56 p.7q <br /> LenKth perf. spacing =�Zsft. =�-Sft. = Z� spaces 2"0b 0�8� 1-04 <br /> �3� �2� +.Usc for single(amily homcs <br /> b.Use(or all other appGcations <br /> S. tvumber of perforations is equal to one plus the number of <br /> perforation spaces . <br /> �ZMazimum numbcr of quarter inch perf�ra��o�u;� <br /> SPdCCS + 1 = �_ perforationsllateral lateral to guamantee< !0%dischargc var�auo:� <br /> ('crforation <br /> G Miiltiply Ne�forations per lateral by� number of laterals tc� SPre�jg l '; 1 j 2 <br /> get total number of perforations. 2.Jr 14 18 28 <br /> 3 �— erforations. 3.� 13 7 2(� <br /> . ��".�s X ,�`h,�""'' _ � P 3.3 12 16 25 <br /> 7. Determine required flow rate by multiplying 4.� II 15 23 <br /> number of perforations by flow Per perforation 5.� l� 14 22 <br /> " , //��// {] ����OIA lOC4�ID 4T (�p pf ►q[u{q� pqTA�0U�0+ f'RT7r <br /> ��f x �� _��r m. <br /> 8. [f laterals are ected to der pipe as sho\w1�on upper � <br /> examPle, to select � im required lateral d�am e • enter F„ � � � <br /> table witli perforation and number of perf a � ns �,,.-'" "" <br /> per lateral. Select � imum di ter for ''"� <br /> perforated later�.l�___ inclics. \/ <br /> 41o�/I O/IW�fQl I'r[Vt[�4��' <br /> ��QW�( tnM�^"�'ro <br /> `-R-�...�•^..�.� r � <br /> 9. [f perforated lateral system is attached to manifo(d pipe near �= =��''K"� '-''`�� � � <br /> � �M. �. <br /> the center, lower diagram, pecforated latera( (ength and .�..�;;,�;�.��... - <br /> number o( perforations per lateral will be approximate(y one ` ' �'-�� <br /> lialf of tlrat in ste� 8. Usin� thcse valucs, select mini�rium ,_� � �,,'' �_- <br /> dian���cr f��r �:�crforaled lalcr�-�I = _1��?�inchcs. ,, �,�.r�'' `�"--- <br /> � ,�� <br />
The URL can be used to link to this page
Your browser does not support the video tag.