My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-00339 (Septic)
Orono
>
Property Files
>
Street Address
>
A
>
Augusta Street
>
4765 Augusta Street - 06-117-23-33-0009
>
Septic
>
2017-00339 (Septic)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:27:05 PM
Creation date
4/27/2017 8:51:24 AM
Metadata
Fields
Template:
x Address Old
House Number
4765
Street Name
Augusta
Street Type
Street
Address
4765 Augusta St
Document Type
Septic
PIN
0611723330009
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.
/
25
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
Instatler Summary <br /> 2250 gatton Septic tank(min9mumj Tank options: none <br /> au��arger canK w�cn mutc�pte comp�tanKs <br /> 1300 gaUon Dose tank(minimum) at 25.49 gpi <br /> 36 GPM(� 19 ft. of head, Pump requlred <br /> 81 inch swing on Demand float which translates to roughty 5.1 inthes of float tether length <br /> if time�sing is required --> 5.8 minutes ON time£t �9 hours OFF time <br /> 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"ftoat <br /> 23 inches from bottom oi tank to"Hi Levet Alarm"or 33 inches to"Hi tevet alarm"if time dased <br /> i2Q ft. of 2.0 inch suppty line with end feed manifold cannection <br /> (Tip: "top feed"manifold to control drainback) <br /> 20 inch, or 1.7 ft. Sand Lift Maund <br /> 10.0 ft.wide by 62.5 ft. long Rock bed <br /> 3 taterats 2.Od inch diameter 60.5 ft. long 3.0 ft. tateral spating <br /> 7/32 f�ch perfs 3.0 ft. pe�foration spacing <br /> No Effluent filter�C atarm <br /> 3 clean out&valve bax assemblies <br /> 27.0 ft.Total sand ABSORPTION width (minimum) <br /> 0.0 ft. upstope and si�stope (sand beyond rockbed, mintmum} <br /> 17.0 ft. Downslope isanci bey�and ��ackE�d, manimasms <br /> Specific stope ratios ive BERM widths (topsoit beyond�ockbed)of: <br /> 4:1 upstope ratio 10 ft. upslape be�m <br /> 3:1 sidestope 14 ft. sideslope berms <br /> 4:1 downslope 30 ft. dowmstape berm <br /> 4" inspection pipe <br /> 1$" cover� top <br /> U berm �a Downsto t�erm 30 <br /> 12" cover on sides <br /> t6"1o�ag cep d�6"topsoi� <br /> 1.7 �tean sar�d lift <br /> _ 1.3 ���5�� tc� �.irrrit��� <br /> Lim3ti�� ��;r;tfitic�r� � __-�_---� _� �_,�__� <br /> Absor tion Width 27. �'� ___ __ ______ <br /> Note• <br /> For 0 to 195 stopes, .4bsar{�tian W�+'dth is measured from Che B,�dequatly in both directions. <br /> For stopes >19b, A6.sarpt�on N�ifth is meawred dc�vmhilt from the upslope �e of the Betid. <br /> Rock Bed: 21.0 yd3 or"1.4= 29 ton 6 inches under pipe <br /> Maund Sand: 302 yd3 or•1.4= 423 ton caltutation based on 3:1/4:1 slope from top of rockbe+ <br /> Loamy Cap: 89 yd3 or•1.4= 125 ton 6"deep <br /> Topsoit: 101 yd3 or"1.4= 141 ton 6"deep <br />
The URL can be used to link to this page
Your browser does not support the video tag.