My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2006-P10164 - septic
Orono
>
Property Files
>
Street Address
>
B
>
Bayside Road
>
4455 Bayside Road - 06-117-23-21-0002
>
Septic
>
2006-P10164 - septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:24:18 PM
Creation date
4/1/2016 2:22:39 PM
Metadata
Fields
Template:
x Address Old
House Number
4455
Street Name
Bayside
Street Type
Road
Address
4455 Bayside Rd
Document Type
Septic
PIN
0611723210002
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.
/
29
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 /> Trench and Bed Worksheet <br /> , 1. AVERAGE DESIGN FLOW <br /> A. Estimated 600 gpd (see figure A-1) <br /> � or measured x 1.5(safety factor) = 0 gpd <br /> B. Septic tank capacity 2000 gallons <br /> s ima e ewage ows m <br /> � Number of <br /> Bedrooms Class I Class II Class III Class IV <br /> 2 300 225 180 60%of <br /> � 3 450 300 218 the <br /> 4 600 375 256 values <br /> 5 750 450 294 in the <br /> � 6 900 525 332 Class I, <br /> 7 1050 600 370 II or II <br /> 8 1200 675 408 columns <br /> , 2. SOILS(Site evaluation data) <br /> C. Depth to restricting layer= �feet <br /> � D. Maximum depth of s stem Item C-3 ft= 3 feet <br /> E. Texture Loam/Cla Loam Percolation ra e 10 mpi <br /> F. SSF 2.2 ft2/gpd(see figure D-15) <br /> G. %Land slope 12 % <br /> � D-15 Soil Characterisitcs&SSF C•1 Septic T nk Capaci in Gallons <br /> Perc Rate Soil Tecture SSF Number of Minimum Capacity with Capacity with <br /> , mpi sq ft/ d Bedrooms Capaci Garb. Disp. Disp.and Lift <br /> <0.1 * Coarse sand 0.83 2 or less 750 1125 1500 <br /> 0.1-5 Medium sand 0.83 3 or 4 1000 1500 2000 <br /> � Loamy sand 5 or 6 1500 2250 3000 <br /> 0.1-5** Fine sand 1.67 7,8 or 9 2000 3000 4000 <br /> 6- 15 Sandy loam 1.27 <br /> �6-3� Loam 1,67 D-4: Soi)Characteristic+and Soil}�z�nx <br /> ' F clors($SF)fur Gravelle+c Pipe <br /> 31 -45 Silt loam,silt 2.00 - -- --- — -- <br /> �xhz� .„irn rate hneel le�l <br /> 46-60 Clay loam, 2.2p -�,,,�,�,.�,,���,, u����•����„ �;�n�,,,da,. <br /> sand C�8 � �r•� than 0 7'T �iwrse 4�nd j <br /> Y Y � 1 tn 5 ' �1ocUum 4ttid {---p 2t,— <br /> � Of SI�h�C�8v Lctinrv tiand <br /> `J J l 1 tc�5 Rnc Sand" 1l A <br /> 61 - 120**' Cla ,sand 4.20 � '<<!;,, `"""'` '"°„ ( °"` <br /> Y Y �[„�„ n;n <br /> 3 In45 S�It Loain 1167 <br /> or silty clay �,,, <br /> � a i�,r� na�t.�„�„�ci� n�a <br /> >120+:+. y�itiy�r9i. � <br /> ��x,�E in�n�r,• a�, � <br /> 'No trench>25%of total system � ��������a�� <br /> Slllv Qay <br /> ---- -----1---== -- .____ <br /> ' **Soil with>50%f n@$and Pa�IC�@$ 'tiiil tcvrc�i>e fa��va}�,e ln.itmmt � <br /> xx* Use s 'c�iu fcx i.�Frdlv F��ti�nn�t�le ci�ls. <br /> A mound must be used ��k.�n.j ���so'.'��x nuxc iinc k�nd��a��inc s.�nd. <br /> .`•�cil iti th tcx,figh a�xrcmtaKe K clat'fcr <br /> *"*'An other or performance s stem 11,5���, �+��,�Y�������dard ingnxu�d svstan. <br /> ' <br /> � <br /> � <br /> Page 1 of 2 <br /> � <br />
The URL can be used to link to this page
Your browser does not support the video tag.