My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Septic System Site Plan
Orono
>
Property Files
>
Street Address
>
B
>
Brown Road South
>
825 Brown Road South - PID: 10-117-23-21-0008
>
Septic
>
Septic System Site Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:20:36 PM
Creation date
3/27/2019 2:48:43 PM
Metadata
Fields
Template:
x Address Old
House Number
825
Street Name
Brown
Street Type
Road
Street Direction
South
Address
825 Brown Road South
Document Type
Septic
PIN
1011723210008
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.
/
14
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 /> ' / / _- LEGEND <br /> �^ ------- <br /> ` Z1---_ ex/sting well <br /> ,/ soil boring <br /> Q percolation test <br /> / xpsi <br /> • existing fence <br /> 1/ \ -------- <br /> existing deciduous tree <br /> / /%� —� existing coniferous tree <br /> • <br /> // / �- \ —- — existing elevation contour <br /> 92x4 existing spot elevation7/ / \ <br /> . \ <br /> 192x4 proposed spot elevation <br /> / ❑/ Elevations relative and assumed <br /> / f (--- <br /> '2( Elevations relative to U.S.t S. 1929 N.G VD. <br /> / 6 . \) \:) <br /> Denotes proposed surface drainage <br /> CD <br /> PK1MARYSE.T C Y M ,. 1,\I • .� \ \ ___\, <br /> (4 SF 0 ID11PC • cs) \ Notes:. <br /> • • cp <br /> GRAVEL' T'E C I P �, �p 1. Avoid compaction in septic area before, during and <br /> 00 after construction <br /> 56 3 \ \• <br /> 'SOP E <br /> W 2 Trenches are to be installed parallel to the contours and the <br /> V <br /> \ pR pPWALL , ' N trench excavations are not to exceed a max/mum depth of <br /> 16(1/44:11E TE ATE SEP I C •I T eEDRO M I 12 inches be/ow the existing ground surface. <br /> ,3. Verify before drilling that no septic tanks or drain fields <br /> (41 L OF 10 I D 1 <br /> are within a 50 foot radius of proposed well location. <br /> CRAS LE S 'ENCH ` ���� 111 <br /> (100 feet for shallow well) <br /> \ .:1 S 3 �, 4. Verify before construction that no shallow wells ore within <br /> ‘110, . b 100 feet, or deep wells within 50 feet of proposed septic <br /> —(( <br /> r ' tanks or drain field area. <br /> X A\1 40 <br /> `\ �� 2 1 5. To extend the life of septic system pump septic tanks a <br /> minimum of every 2 years. <br /> 6. <br /> S 22 \I\ tl \ •L- <br /> 300 L�� �� E See attached sheets for additional construction details <br /> C s- I , . / <br /> SB 1 • , 821 ��R OP BOX T , / 7 Soil Classified as Hubbard loamy sond(HbD) 12-181 slopes, <br /> U. <br /> according to the S. Department of Agriculture soil Survey <br /> ) (---cr \ 8. Site plan prepared by or under the supervision of Bernie <br /> Q ��S�` <_}.1)/31F <br /> T N D Miller— 4.P.C.A. License No. 43 <br /> r g,,. -•-_.,,,„__._____„,,___..,,__,.,,,_ <br /> / ,„------------- <br /> � 15-f------ �r /✓l Dater—z/--Zr <br /> 75 WETLAJ <br /> Nit <br /> -____ <br /> . \..................-----_____ ....------- . , <br /> }--- ,, .),_) ---- 0 40 80 120 <br /> yr Westwood Property location: DESIGNED BCM REQUESTED BY: DATE <br /> Westwood Professional Services, Inc BCM Septic System 4/20/99 <br /> 104 Marty Drive, Suite 3 <br /> Lot 1 CARRIAGE HILL, Orono CHECK Site Plan I [ Bohland Development <br /> Buffalo, MN 55313 CHECKED JMc <br /> [ <br /> 612 682-2587 Job No. <br /> Plymouth,MN. <br /> 98795 <br />
The URL can be used to link to this page
Your browser does not support the video tag.