My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2000-P03179 (new septic)
Orono
>
Property Files
>
Street Address
>
C
>
Carriage Lane
>
2125 Carriage Lane - 10-117-23-24-0037
>
Septic
>
2000-P03179 (new septic)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:22:17 PM
Creation date
2/17/2016 11:49:40 AM
Metadata
Fields
Template:
x Address Old
House Number
2125
Street Name
Carriage
Street Type
Lane
Address
2125 Carriage Lane
Document Type
Septic
PIN
1011723240037
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.
/
30
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
(; I�(�1NNtiI O1'I-: 131�IZM W11)Tl 1 •����,�.� ��"•�� � <br /> V <br /> 7. If landslo�e �s 1% or more, � <br /> subtract rc�ck layer width fr��m adsc�rJ�ti��n wic�th � .�- ��� ,� � <br /> to obtau� minimurn dc�wnslope berm tc�t� ` �"`k' '°"� <br /> ' Ciean Sand_ <br /> �Z� ft - �� ft = �U feet ---- ��r�P�a <br /> ���,��i So�i <br /> 2. Calculate Minimum mound Sirt� --- -� <br /> a. Determuze depth <�f clean sand fil) at �������W���h o��sioaew�d�n - <br /> - ---- <br /> upsl�pe edge of rock layer: -- -- R�w,a�,, q��h�n W,a�, <br /> SPparation 3' - Z ft = �_ feet <br /> b. Add depth of clean sand for separation (2a) <br /> at upslope edge, depth of rock layer (1 foot) to depth of cover <br /> (1 foot) to find the mound height at the upslope edge of rock layer; <br /> � ft + lft + lft = _� feet <br /> c. Enter table with landslope and upslope berm u 5�o e Width <br /> ratio. Select berm multiplier of �.2� <br /> d_ Multiply berm multiplier by upslope mound b UPji�Pe W'dth ��o�oQ�DD��wd� �opoab Aq n uP5►o Width <br /> a <-°o a< ade-e o�o <br /> -fy�-- eD oaao,Qo. �oe��oo�b s <br /> height to find upslope berm width: � vnoa on aa I�'�' a°� a e��o <br /> �o o c:o a. -o��p�� PpDU��gU�u.a,Qo Qo.yfl�.p . <br /> �-x.�Z�_ �_ feet � <br /> e. Multiply rock layer width by 3 : : <br /> landslope to determine drop in elevation; �° m�io�►�rld�,_�� � <br /> Absorption Width�U_ <br /> �(�x � % = 100 =� feet - - . <br /> f. Add depth of clean sand far slope <br /> difference (2e)at downslope edge, to <br /> ror��,gcn <br /> the mound height at the upslope edge <br /> of rock layer (2b) to find the downslope height; <br /> � ft +D�-� � _ �(�feet <br /> g. Enter table with landslope and downslope berm ratio. Select <br /> berm multiplier of 5•Z6 � <br /> h. Multiply berm multiplier by downslope mound height to get <br /> downslope berm width: <br /> .�G xS-Z6 = /8•`�1 feet BERM SLOPE MULTIPLIERS <br /> i. Compare the values of step G.l� <br /> and Step G.2h�_ �a DOWNSLOPE UPSLOPE <br /> S� berm multipiiers for�ariau Derm mdtiptiers tor varian <br /> Select the greater of the two values as the �o� n����,a� n«���,ti� <br /> downslope berm width; /P� • `� feet <br /> j. Total mound width is the sum of � ` ' S� :� , ' , 5 ' , , , 8., <br /> upslope berm (G.2d) a 3.o a.o s.a 6 0 �0 3.o a o s.o 6.0 �o s o <br /> width plus rock layer width (D.2) � 3� 4 �� 5.26 638 7S3 2.9I 3.85 4J6 5.66 6.54 741 <br /> 2 3 19 a ;� S 56 6 82 BJ4 2.83 3J0 a.Sa 5 36 6 ia 6.90 <br /> plus do�vnslope berm width(G.2i); 3 3 :p q S4 5 gg i i2 8 86 ?.75 3.57 4 35 SA8 5 79 6 4� <br /> 1�L� � + .L_ lt +ir� • � ft =�2 �� feet 4 i S t S �(� b.2 5 7 8 9 9 7? ?b fi 3 S S 4.1 7 4 K 4 54 6 606 <br /> k. Total mound length is the sum of upslope s �s; s cx; v e� s s� io.�� z c,i 3 3� a oo a b� 5 i9 s�i <br /> berm width (G.2d) plus rock layer len�th (D.3) � 3 be s�c, � „ 9 3a ��o� z u 3 z3 3.xs a a� �v� s ai <br /> plus upslope �jerm width (G-2d); � ;so 5 �c, �6v ia�a i 3�3 z a�, 3 i� 3�o a z3 ��o s i3 <br /> � ft + � f t '� L� ft = �( feet � 3 9S S Sg K 33 I I 54 I S 91 2-42 3.03 3.57 4.05 4 4y 4 88 <br /> 9 a I I b 25 9 09 13.Oa 18 92 2 36 ?.94 3.a5 3 90 �s 30 a 65 <br /> i10 4 ?9 6 67 10 00 I S 00 23.33 2.31 2.86 3 l3 3JS � I' 4 44 <br /> � Final Dimensions: ' �' '4� � �' �� �� ��hs �oa� -�� '�R ;?3 3�i ivs azn <br /> I I� a��v 7 c,v 12So 21 a3 a3 75 2.:1 �70 3 I: 3Av 3 80 a o8 <br /> �__ x 9/ <br /> I -- <br />
The URL can be used to link to this page
Your browser does not support the video tag.