My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-00090 (Building)
Orono
>
Property Files
>
Street Address
>
A
>
Augusta Street
>
4705 Augusta Street - 06-117-23-32-0006
>
Permits/Inspections
>
2017-00090 (Building)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:26:38 PM
Creation date
2/27/2017 8:16:18 AM
Metadata
Fields
Template:
x Address Old
House Number
4705
Street Name
Augusta
Street Type
Street
Address
4705 Augusta St
Document Type
Permits/Inspections
PIN
0611723320006
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.
/
43
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
Installer Summary <br /> 2250 galton Septic cank(minimum) Tank aptions; none <br /> �vx tar�er �antc+�t�cF)tiautnpie c:r�rnpi tanKs <br /> 1300 gatlon Dose�ank (minimum) at 25.49 gpi <br /> 36 GPM @ 16 ft. of head, Pump required <br /> 7.6 inch swing on t?emand float which translatas ta rcaugh;ty 4,8 inches of float tether tength <br /> if time dosing is required--> 5.4 minutes E3N tirne£t �hours OFF time <br /> 20 inches from bpttom of tank to"pump QN"f[oat, or 1Z inches to"timer ON"ftoat <br /> 23 inches firom bottam of t�tnk to"Hi Level Atarm"or 33 inches to"Hi tevet atarm"if time dosed <br /> 38 ft. of 2.C1 inch supply line with end feed manifotd connection <br /> (Tip: "tap feed"manifold to control drainback} <br /> 18 inch, or 1.5 ft. Sand Lift Mound <br /> 10.0 ft. wide by 62.5 ft. tong Rock bed <br /> 3 laterals 2.t70 inch diameter 6Q.5 ft. tong 3.0 ft. taterat spacing <br /> 7132 inch perfs 3.0 ft. perforation spacing <br /> NO fffluent fitter�t alarm <br /> 3 cl�an out&vatve box assemblies <br /> 20.0 ft.Total sand ABSQRPTION width (minirnum) <br /> 0.0 ft. upslope and sideslope (san�f beyond roekbed, rninimum) <br /> 10.Q ft. Dawnslope (sand#aeyond rocklaed, minimurri� <br /> Specific sfope ratios give BERM widths (topwii beyond rockbedj of: <br /> 4:1 upstope ratia 10 ft. upslope berm <br /> 3:1 sideslo� 14 ft. sideslape berms <br /> 3:1 downslope 27 ft. downslope berm <br /> 4" ins�ection pi�e <br /> 18" cover ar► top <br /> U sto t�errn �� Dc�wnslo e b�em 27 <br /> 12" cc�ver c�� sid�e5 <br /> �\ {6"barng cap&6"topsoil� <br /> 1.5 �tean sand lift <br /> ___,__� <br /> 1.5 �e��� tc� i.. r����rt� <br /> �-��t3?t3t1 �_"�.. �-..,_, __ � <br /> � �f}flt�3t10t� '-'�",�.' .� M�a. .„„ <br /> �...� _���.�..s� <br /> Abstyr Cton Wtc#th �0.0� �,,.._ �. � _ — _ -———_. __ <br /> N€�te: <br /> For 0 to 1�6 stopes� ,.4.i6sorptian t�ldth is rneasured from the 8ed equally in botit clirectinns. <br /> For sl�pes >1%, .4[�sorprton �r�rh is measured downr►�tt�r�m che upstop� ed�e of the B� <br /> Rock Bed: 21.0 Yd3 or'1.4= 29 Lan b incties under p#pe <br /> Mound Sand: 215 Yd3 or"1.4= 3�t ton catcutation based on 3,1/4:1 stope from top of i'Qck17�� <br /> Loamy Cap: g3 yd3 or"1.4= ��6 ton 6"deep <br /> Topsail: 95 Yd3 or"1.4= 133 'ton 6"deep <br />
The URL can be used to link to this page
Your browser does not support the video tag.