My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1978-06-07 Septic System Design
Orono
>
Property Files
>
Street Address
>
C
>
Colin Drive
>
2165 Colin Drive - 03-117-23-21-0017
>
Septic
>
1978-06-07 Septic System Design
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/20/2025 3:14:14 PM
Creation date
2/20/2025 2:24:15 PM
Metadata
Fields
Template:
x Address Old
House Number
2165
Street Name
Colin
Street Type
Drive
Address
2165 Colin Drive
PIN
0311723210017
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
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
June 7, 1978 <br />Mr. Lester Kelly <br />125 South Brown Road <br />Long Lake, Minnesota 55356 <br />Res Percolation Tests for Subdivision Platting, Orono, Minnesota <br />Job Number 11-76-25 <br />Dear Mr. Kellys <br />Enalosed is information requested in regards to -the suitability of <br />Parcels 2 and 3 for on-site sewage treatment. <br />The drainfield information is based on percolation tests and soil <br />borings performed on May 23, 24, and 25, 1978, <br />Parcel 2 <br />The soils found on Parcel 2 are Glencoe silty clay loam, Hamel loam <br />and Lester loam. These soils are mapped in Figure 1. the percola- <br />tion rate for the primary field as tested was 9.7 minutes/inch. The <br />percolation rate for the secondary field as tested was 7.3 minutes/ <br />the proposed drainfield areas are indicated in Figure 1. Percolation <br />rates and depths to the water table are shown in Table 1. The soil <br />logs of the soil borings are shown in Table 2. <br />An 'innovative shallow trench systwm" or a mound system <br />ed for both the primary and secondary drainfield sites. <br />toms will allow for the required 3.0' separation between <br />of the drainfield and the water table. The soil borings <br />the primary and secondary drainfield sites indicate that <br />table is at a lepth )f 4.0' or greater. I have enclosed <br />tion view of such a system. <br />Parcel 3 <br />is recommend - <br />These sys- <br />the bottom <br />taken at <br />the water <br />an eleva- <br />`The soils found on Parcel 3 are Glencoe silty clay loam, Hanel loan <br />and Lester loam. These soils are mapped in Figure 1. The percola- <br />tion rate for the primary field as tested was 6.5 minutes/inch. The <br />percolation rate for the secondary field as tested was 11.5 minutes/ <br />inch. The location 3f the percolation rest holes, soil borings, and <br />proposed drainfield areas are indicated in Figure 1. Percolation <br />rates and depths to the water table are shown in Table 1. The soil <br />loqs of the soil borings are shown in Table 2. <br />
The URL can be used to link to this page
Your browser does not support the video tag.