My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
04/21/1999- letter re: septic system site plan
Orono
>
Property Files
>
Street Address
>
C
>
Carriage Lane
>
2155 Carriage Lane - 10-117-23-21-0010
>
Septic
>
04/21/1999- letter re: septic system site plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:20:39 PM
Creation date
3/27/2019 2:39:27 PM
Metadata
Fields
Template:
x Address Old
House Number
2155
Street Name
Carriage
Street Type
Lane
Address
2155 Carriage Lane
Document Type
Septic
PIN
1011723210010
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.
/
17
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
°1999 Westwood Professional Services, Inc. <br /> 1 \ <br /> LEGEND <br /> .� *s. <br /> ----75:--WE <br /> ' I 111111 <br /> \w existing we// <br /> _� � I1`-`5--_WETLAND TBACK <br /> If i \ soil boring <br /> ;_ . percolation test <br /> " <br /> 411" - ATE SEPTIC SITE G <br /> A.-- 41 . OF 10 ID x existing fence <br /> ,7& -"--- �'� G' ' EL TR 00 > existing deciduous tree <br /> li S- B4 6' <br /> 9 co4 <br /> existing coniferous tree <br /> • Z, - SB36 , `tr E/ • •AFglow LAND existing elevation contour <br /> 9 \ \ 92x4 existing spot elevation <br /> 9 192x41 proposed spot elevation <br /> `� " S \ \ 0 Elevations relative and assumed <br /> • S: ,0/4 \n 9.57(5 <br /> .57(5 \ 12( Elevations relative to U.S.G"S. 1929 N.G.V.D. <br /> SB1 O,p <br /> Q � Denotes proposed surface drainage <br /> • <br /> / \ PRIM Y SEPTIC - ST 66\-1-- sl 'O\ SB� \ Notes: <br /> 4 LF OF 10 'D GRAVEL SS o' S 1. Avoid compaction in septic area before, during and <br /> TRENCH) }A after construction <br /> 6, S 1 2 Trenches are to be instal/ed parallel to the contours and the <br /> trench excavatioos are not to exceed a maximum depth of <br /> / S� \ \ 12 inches below the existing ground surface. <br /> \ \ \ t )( 3 Verify before drilling that no septic tanks or drain/gelds <br /> 2-1300 GALLON PRE— are within a 50 foot radius of proposed we// location. <br /> (100 feet for shallow well) <br /> CAST OPTIC TAS; '! <br /> 4. Verify before construction that no shallow wells are within <br /> 100 feet, or deep we//s within 50 feet of proposed septic <br /> \ 0 -\ tanks or drain field area. <br /> X ".•..„... ‘ <br /> 5. To extend the life of septic system pump septic tanks a <br /> ` minimum of every 2 years. <br /> N ( \ <br /> \\ 6. See attached sheets for additional construction details. <br /> 7 Soil Classified as Burnsville sandy loam (BuC) 6-12% slopes, <br /> - <br /> SB' PROPOSED 5 BED <br /> "� )► according to the U.S. Deportment of Agriculture soil Survey <br /> BOOM HOMEv. <br /> 8. Site plan prepared by or under the supervision of Bernie <br /> 910 <br /> (� �\ Mi/ler— M.P.C.A. Livens No. 43 <br /> PROPOSED <br /> WELL `9 \ DateV 2/—P!, <br /> -- \.... .,---\\- \ <br /> \N <br /> \ \ \ � 0 40 80 120 <br /> \ \ / \ \ \lir \ <br /> I [ REQUESTED BY: DATE <br /> Weswood Property location: DESIGNED BCM 4120/99) <br /> [ <br /> Westwood Professional Services, Inc <br /> DRa , BCM Septic System <br /> 104 Marty Drive, Suite 3 Lot 3, CARRIAGE HILL, Orono Site Plan Bohland Development <br /> Buffalo, MN 55313 CHECKED JMc Job No. <br /> 612 682-2587 <br /> \.. Plymouth,MN. 98795 <br />
The URL can be used to link to this page
Your browser does not support the video tag.