My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2010-00808 - new septic
Orono
>
Property Files
>
Street Address
>
S
>
Salem Court
>
2055 Salem Court - 27-118-23-34-0008
>
Septic
>
2010-00808 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:21:25 PM
Creation date
8/1/2018 9:37:01 AM
Metadata
Fields
Template:
x Address Old
House Number
2055
Street Name
Salem
Street Type
Court
Address
2055 Salem Court
Document Type
Septic
PIN
2711823340008
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.
/
18
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
s> 0.6� gpd/ft� Absorption area Soil Loading Rate, which gives a mound ratlo of 2 (minimum) <br /> (this must match the soil bo�ing log) desired mound ratlo 2.0 <br /> 2a� �6 percent site slope (0-12%range) �(%downslope site slope, if different than upstope) <br /> zs> 12 inches, or 1.00 ft. to Redox or other limiting condition (This must match the soil boring log) <br /> teads to a: <br /> s6> "*' 24 inch,or 2.00 ft� Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!1 <br /> 2�� **' 20.0 ft.Totat ABSORPTION width <br /> as> 0.0 ft. upslope and sideslope (sand beyond rockbed) <br /> 10.0 ft. Downslope (sand beyond rockbed) <br /> *"" BERM widths (topsoil beyond rockbed) using 4:1 stope ratio <br /> 29> 12 f� upstope berm <br /> so� 17 ft. sideslope berms <br /> ai� 23 ft. downslope berm optional 16 ft. downslope @ 3:1 slope <br /> s2> Overall Dimensions: 10 ft.wide by 75.0 ft. long Rock bed <br /> 45 ft.wide by 109 ft. long Mound footp�int <br /> 4" inspection pipe <br /> 18" cover on top <br /> U la berm �2 Downsto e berm 23 <br /> � 12" cover on sides <br /> ' `"��,�� (6"loamy cap&6"topsoil� <br /> 2.00 Cl�far� s�nd lift -�,_ <br /> � ' <br /> 1.00 pepth to Limitin� �''� <br /> Limltin� Conditior� -�`"�' "-�----�-_�-_.--_ <br /> Absor tio� Width � 2�� -"———__ ___�.__�„ ___. - <br /> Note• <br /> For 0�0 196 s�opes, Absorption Wi`dth is measured fram Ehe Bed equa�ly in both directions. <br /> For slopes >1�, Absorptl'on W�dth is measured downhitt from the upslope ed�e of the Bed. <br /> 33) �s* ROC�C�t.'f�: <br /> 10 ft. by 75.0 ft. 9"deep, ptus 20%gives 25 yd'or"1.4= 35 ton <br /> sa� *" Mound Sand: (nate: volume is based on 4:1 slope from top of rockbed, Exchange sand for loamy cap if desi�ed) <br /> 40.4 up + 94,7 downslope + 19.2 ends+ 63.9 under rock= 262 Yd'or"1.4a 366 ton <br /> plus 20% <br /> ss) *" Loamy Cap: <br /> 41 ft. by 105 ft. 6"deep, plus 20%gives �yd'or"1.4� 134 ton <br /> 36) :�e �-OpS03�: <br /> 45 ft by 109 ft. 6"deep, plus 2096 gives 109 yd'or'1.4= 153 ton <br /> certify that I have completed this work in accordance with alt applicable ordinances, rules and laws. <br /> Chip's Septic Services LLC 2064 � � <br /> Designer Signature Comparry License# Da <br />
The URL can be used to link to this page
Your browser does not support the video tag.