My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1983 Soils & Site Investigation Review
Orono
>
Property Files
>
Street Address
>
A
>
Abingdon Way
>
2240 Abingdon Way - 03-117-23-23-0009
>
Septic
>
1983 Soils & Site Investigation Review
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:35:16 PM
Creation date
1/31/2023 2:16:35 PM
Metadata
Fields
Template:
x Address Old
House Number
2240
Street Name
Abingdon
Street Type
Way
Address
2240 Abingdon Way
Document Type
Septic
PIN
0311723230009
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.
/
4
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
Jeanne A. Mabusth <br />June 15, 1983 <br />page 3 <br />table at 4.5', 5.3' - shallow trenches - maximum trench <br />depth 18" into original soil <br />- Alternate site - slope 6% - mottled at 3.8', water <br />table at 3.8' - modified shallow trenches* - maximum <br />trench depth 10" into original soil <br />Lot 4 Block 2 Percolation Rate Average 14 MPI both sites <br />Primary site - slope 7% - mottling at 4.4', 5.5' - <br />water table at 4.4', 5.6' - shallow trenches - maximum <br />trench depth 17" into original soil <br />- Alternate site - slope 5% - mottling at 4.0' - water <br />table at 6.4' - shallow trenches - maximum trench depth 12" <br />into original soil. <br />*Modified Shallow Trenches - where water table or mottling <br />is between 3.0' and 4.0' below the surface, a standard <br />12" rock depth (6" under pipe, 2" over) must be used in <br />conjunction with an appropriate depth of fill material <br />to retain a 3.0' separation between the bottom of trenches <br />and the water table or mottling. Fill should consist of <br />material classified as loamy sand (USDA classification). <br />The original soil must be dryer than the plastic limit <br />before placing fill. The original surface must be scarified <br />or disced to break up the surface vegetation mat. The <br />loamy sand fill must be placed over the entire area so that <br />no trench will be located less than 10' from the edge of <br />the fill. The depth of fill required will depend on the <br />allowable depth of excavaLion into original soil based on <br />the water table or mottling. <br />I recommend that the subdivision be approved as proposed. The <br />developer should be warned to keep all traffic, fill excavation, <br />etc. away from the tested drainfield sites. In some cases <br />where road construction will be near the tested sites, extra <br />caution must be taken. <br />MPG: j1
The URL can be used to link to this page
Your browser does not support the video tag.