My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
09-09-1981 Soil Percolation Test
Orono
>
Property Files
>
Street Address
>
B
>
Bracketts Point Road
>
1450 Bracketts Point Road - PID: 11-117-23-33-0007
>
Septic
>
09-09-1981 Soil Percolation Test
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:30:26 PM
Creation date
4/5/2023 3:31:19 PM
Metadata
Fields
Template:
x Address Old
House Number
1450
Street Name
Bracketts Point
Street Type
Road
Address
1450 Bracketts Point Road
Document Type
Septic
PIN
1111723330007
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
31"L":, 3VAL IIA -'I M.' iZP O ;I'- — <br />LACILU'- R:-. M P 30P 2TY / 1 <br />0110rro, :dl G SO �A C'1 T (F r,,,? <br />n. 0 <br />9-9-81 <br />On august 29, 10,bl percolation testing was done and soil bor- <br />ings taken on each of the 3 proposed lots on the above property. Lot <br />1 was tested for both a primary and alternate site with 6 percolation <br />holes tested and 3 soil borings. Lot 2 which contains the main house <br />teas tes roc; only for an alternate site should tine present system ever <br />fail and thus 2 percolation holes were tested and 1 soil boring ta- <br />ken. Lot 3 was tested for a primary site for the existing guest house <br />near the lake since the present system is non -conforming and thus 4 <br />percolation holes were tested and 2 soil borings taken. <br />All areas tested yielded fast percolation rates and had no.high <br />water table problem and would be acceptable f)r standard drainfield <br />systems. Lot 2 was tested north of the main house and a little east <br />of the present tanks and drainfield area. However, should this area <br />ever be used, a pump and pumping tank would be required to serve the <br />higher lying new drainfield area. <br />Lot 1 should have no problems and probably could be served by <br />gravity flow depending on the exact location and elevation of a <br />future new house there. <br />The drainfield area for the guest house on lot 3 has a very <br />fast percolation rate and thus a smal-er drainfio:.d area wiles ba <br />requir,3d. _'.1e area tented was above the swale so as not to allow run- <br />off water to enter. However, it appears some underground water pipes <br />and electrical wires run through or near this area and these nuat be <br />located and possibly relaid during drainfield construction. <br />If any other irfor-ation is needed please notify me. <br />Sincerely, <br />P RCOR, <br />I1 11C., <br />1 -:ark 3. Gronberg, I'..�. <br />
The URL can be used to link to this page
Your browser does not support the video tag.