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
'3� 0,� gpd/ftz Absorption area Soit Loading Rate, which gives a maund ratia of 2 {minirr►um) <br /> {this must matth the sail boring tag} desired mound ratia 2,Q <br /> �a) 1 i percent site slope {0-2Q� range) f 1 ';(%downstope site stope, if diffiereot than upslape) <br /> �s> 1E� , ,,inches, or 1.5 fit, to Redox or ather iimit�ng condition (need at least 12"ta t�e a Type I) <br /> Treatment zone contains�inches of 0�soit credit,and�inches of 5Q%soil credit. Giving a: <br /> �s} 1�8 inelt, or 9.5 ft. Sand Lift Mound G1�17`f�ql.FpR FUTURE CERTiF}CATIONS!!! <br /> �� F0.0 ft.Total ABSORPTIQN width (with sand'beyond rockbed as fottows:) <br /> '-A} 0.0 ft. upstop�and sideslope <br /> 10.0 ft. Do�vnstope <br /> fndividual stope ratios give BERt�A widths (topsoil beyond rockaed)of: <br /> �ea 4»i ups[ape ratio 10 ft. upslope berm <br /> so> 3:1 sidestope 14 ft.sidestope berms <br /> 3 t� 3:1 downslope 27 ft,downslope berm <br /> 3}� Overalt Dimensions: 10.0 ft.wide by 62.5 ft. lang Rock bed <br /> 47 ft. wide by 91 ft. iong Mound footprint <br /> 4" i�spection pipe <br /> � 1�8" c�ver r�n tQp <br /> U sto e berm �� Downska e berm �� <br /> .r-�'' 12.' caver on sides <br /> „�y t6"laamy cap&6~topsoil> <br /> 1.5 �l�ean sar�d ttft <br /> 1.5 ��p�� ��z �i�?�#ti�t�; <br /> Li���t�r��� Cc�rd�ca�� � .�� _ — _ _�. „, <br /> v. �,... <br /> _, �. ,._ <br /> Absor� tiOr� Width 20.0 -__ ._ � �, ��_. _._..�. m <br /> Nate: <br /> Far 0 ta 1�,slc�pes, Absru�rtlon WiElC�i is measured fr�n the Be€fequally in lwth directions. <br /> For stapes ?1�, Absarpt�°cn WWY"dtfi is m��sured da�mhilt from the upstape ed�e of the � <br /> 3�� R�k Bed: <br /> 10.0 ft, by b2.5 ft. by �inches under pipe, Ptus 20%gives 21 yd'ar*1.4= 29 ton <br /> 3a� Mound Sand: (nate:votume is based on 3:1/4:1 slope fram top of rockbed, Exchange sand for loamy cap if desired) <br /> 26,5 up + 90.9 downslope + 14.4 ends+ 47.5 under r�k= 215 yd'or`1.4= 341 ton <br /> plus Z0� <br /> as� loamy Cap: <br /> 43, ft� by 87 ft. 6"deep, ptus 20%gives 83 yd'or*t.4= f 1b tan <br /> 36} T0�35pif: <br /> 47 ft. by 94 ft. b"deep,ptus 2(�,gives g5 yd'or�'1.4= 133 ton <br /> I hereby certify that i have completed this work in accordance with alt applicabte ordinances, rules and taws. <br /> �,,�'��..�--_-_ <br /> ,✓� � � Rusty o(sorr's�St�i1& Recc SiQ 1I23/2017 <br /> signer Signafiure Company License# Date <br />
The URL can be used to link to this page
Your browser does not support the video tag.