My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2007-P11467 - new septic system
Orono
>
Property Files
>
Street Address
>
N
>
North Arm Drive
>
580 North Arm Drive - 06-117-23-42-0005
>
Septic
>
2007-P11467 - new septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:28:30 PM
Creation date
8/29/2017 12:16:56 PM
Metadata
Fields
Template:
x Address Old
House Number
580
Street Name
North Arm
Street Type
Drive
Address
580 North Arm Dr
Document Type
Septic
PIN
0611723420005
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.
/
15
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
3 BEDROOM PACiE 2 <br /> G DOWNSLOPE BERM WlDTH <br /> 1 If lands�ope ia t%or mors,subtract rock layer trom BERM SLOPE MULTIPLIERS <br /> ab�o on wId1A to obtaln minimurn dowrtal aerm coe 3:1 RATIO <br /> 20 t�eet less 10 t�t ■ 10 t��t �a�rbar oowa•iope uvuope <br /> 2 Celaulata minlmum mound�e 0 3.� 3,00 <br /> a. Determine depth of dean send flll at upsiope edQe ot rodc I r � 9.a� s.9� <br /> Separativn: 3' - 2 t�t= �t�et 2 3.19 s,a� <br /> b. Add depth of dean sand fa separa�on(2a)at upelo,pe edge, s 3.aa 2.79 <br /> depth af rock t�yer(1 toat)to depd�oi cover(1 foot)to flnd the 4 9.41 x.ea <br /> mound height at the upelope�pe of rodc layer: 0 3.b3 2.8� <br /> 1�R SAND +y R RR7CK + 1 ft COVER = �fo0t 8 8.88 2.5a <br /> c. EM�er table with fandslope and upslope barm ratio. 7 a,eo 2.48 <br /> Seleat UP3LOPF barm muldpGer of 2.68 g a.9a 2,02 <br /> d. Mumply bsrm mutGplier by up:lopa mound helght D 4.11 s.3s <br /> fia find UPSLOPE be�rm width: i o a.2s 2.3t <br /> 2.68 x 3 equals �f�t �1 s.4a s,26 <br /> e. u y rock Isyer vn a ops to debe�mirie�rop�n e�'vetlan:. �z a,ae 2.�� <br /> 90 x 4 96 r �o0 0.4 tset <br /> f. Add depth of clean Send for slope dHwerBnCe(2e)at dowr�lope Upebpe Width: 8' <br /> edge,t�the maund height at tt�a up�lopa edge of rock leyer(2b) <br /> bo firtti SLOPE berm width: �, g� <br /> 3 p�us 0.4 equ��s 3.4 foft � � --► <br /> g. Enter table with landslo�ar�l downsbpe berm raifo. � <br /> S�lect DOWN L E berm muldplier� 5.41 <br /> h. Multiply downalope mul�nliar by dawnelape rnound hefght Ra�cbed: 10'wi�x 38' bng <br /> to et downslop�barm width+: <br /> 5.41 x 3.4 uals 1Z teet o����� 12' <br /> I. Compare the values of step G. 1 10 and 0.2h 72 <br /> Select the greater of the iwo valuea aa e <br /> doMrns�ope berm w�dth: 12 FINiAL DIMEN3 ON8: <br /> J. Total rr�und width i�fhe sum of upebpe berm width(G.Zd) 8 <br /> pius rodc�ayer width(0.2J 10 30 <br /> pl+�damsbpa berm width{G.2i► 12 FEET IMDE <br /> Total Mound Width: 30 <br /> BY <br /> k. Total mound length is khe sum of ihe upslope berm width $ <br /> plua rxk layor width(D,3) 38 $4 <br /> plus upslope berm width (t3.2d) B FEET LONG <br /> Total Maund Length: 54 <br /> Covor. 1 Foot Vegecs�+iveCoves �ea�cHle <br /> S'iupe: � ��X:: � <br /> ;;�.. <br /> Rock L�yer. 1 Foot Max 3:a <br /> Reaommen 4:1 Perfarated laterai <br /> _ ' '� ; <br /> Sand Laynr. �Foot � .. �7'�u,'� <br /> 4�..:� !.. , . <br /> 'Q€�f�7�4 ,'�'-Y�rm;n,����k <br /> :' Clean Sand P► r �; 1 �E n..i a �{ �,:4�Ft�'��'�� �f$a n <br /> ��//0�S�:���t � . . . � : t l,R���� a . :�..._.:,:.'����l <br /> At ieazat 22"oE IYatur�1 So�l <br /> Saps�n: �3 Feet L����, <br /> �tc,��d l.ayar <br /> b 'd ZEOTZ�bZS6 �hII Z�OHH�kiM WdB� �B LOOZ Oi daS <br />
The URL can be used to link to this page
Your browser does not support the video tag.