My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
septic info
Orono
>
Property Files
>
Street Address
>
F
>
French Creek Circle
>
2280 French Creek Circle - 10-117-23-23-0003
>
Septic
>
septic info
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:21:09 PM
Creation date
11/30/2016 2:11:01 PM
Metadata
Fields
Template:
x Address Old
House Number
2280
Street Name
French Creek
Street Type
Circle
Address
2280 French Creek Circle
Document Type
Septic
PIN
1011723230003
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.
/
31
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
�`�,�i a +f° �K i,�t��" t .t t t i,,,�'�;� �C � z� -. . <br /> .. . ' .Tt, ,. >=> , , ,,'i�� 4 . < <br /> . . _� ,�f� _ - :/�a.�l ..�.':t�s+.=�.,a.,ai.'��'�<n�44d�1►�n'.':r��... <br /> �-P TES TfNG, INC. <br /> 951 KA?YDID LANE <br /> ST. MICHAEL, MN 55376 <br /> 497•3566 <br /> S7EVE SHIiiMERS <br />' .lune 17, 1988 <br /> s <br /> 'j:�uccr Bren Nomes <br /> L,ot 3, F�lock 1 � , <br /> French Creek <br /> Orono, tler�n. Co. , MN <br /> � <br /> � <br /> � <br /> This system is designed for a Type 1, four bedroom home and in accordance � <br /> with the Minnesota Pollution Control Agency standards WPC 40 a��d local <br /> ► <br /> ordinances. � <br /> The soils on this site are typical of SCS soils - f:eC - Heyder sandy loam. <br /> Z'his site was test�d for a pressurized mound system 7-4-BA during road � <br /> construction & construction of a house on lot 4, block 1. The proposed � <br /> t=eatment area was compacted, tests were ran & failed. Borings were <br /> completed #7 & #8 i.ndicating the clay layer is approx. 36" to 50" deep ` <br /> under layed by sandy soil . It is recommended that the clay layer be re- � <br /> moved by using a backhoe to prevent further compaction & a pressurized <br /> n�ound system be place� on the sandy soils using a minimum of 18" of coarse <br /> washed sand below the rock bed. � <br /> �= <br /> n �umping chamber will need to be in�tdlled to lift the effluent to the � <br /> trcatment area. �' <br /> �. <br /> Thc mnnifald and su��ly line pipe must have back drainage to the pumping !'' <br /> c'�amber. The distribution �ipes shall have the�r ends capped. 8e sure � <br /> the rock and sand fill material are clean. The sod :ayer c,elow the � <br /> ��nt:ire mounc?ed area must be turned ��ver, just brea'�c up the sod, be sure � <br /> n�>t �c, ove�r work. f°� <br /> Thc� ���wer supply and switches must be located outside Ci�e manhole and �i <br />� pur�r>inq chamber in a weather pr��of enclosure. A warning device must be ¢' <br />! in�.���1 '.ed wi�h a light and sound device, this is in case of a pump failuze.� } <br /> ("^«>r.cury floats are � good me�hod) . <br /> A ! ' i}��1�:��l�OLlflo w��' !s ,ir�� lr�cated more tt���n 100 ' away from the proposed �" <br /> �r�:����rnc:�t are� . �, <br /> E;.: <br /> Keep all heavy equipment off of the proposed treatment area before and �, <br /> afte: const�uction as much as possible. The treatment are� should be <br /> m��rked o.'' befoz'e construction. � <br /> °t; <br /> It is recommended that thr septic tanks be pumped every 2 years. %� <br /> � <br /> �; <br /> �. <br /> � <br /> Suil and Prrcu(ation Teiti CONT'h �: <br /> Sryt�c Syitens De�r�n <br /> . <br /> �,.�»�,p�.�.,.,�„,�. �,...��.,y,�,. ,; . � .� <br /> ,. <br /> .. ;: <br />
The URL can be used to link to this page
Your browser does not support the video tag.