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
>
2125 Carriage Lane - 10-117-23-24-0037
>
Septic
>
04/21/1999 - letter re: Septic System Site Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:22:16 PM
Creation date
3/27/2019 2:46:41 PM
Metadata
Fields
Template:
x Address Old
House Number
2125
Street Name
Carriage
Street Type
Lane
Address
2125 Carriage Lane
Document Type
Septic
PIN
1011723240037
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.
/
23
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
01999 Westwood Professional Services, Inc. <br /> 1 ,,,_, ..s7:s<- <br /> LEGEND <br /> ---7- <br /> YS TE /// <br /> Ow existing we// <br /> (418+ LF OF 10 ID 0 soil boring <br /> 316?. <br /> GRAVELESS TRE H) N O percolation test <br /> x - existing fence <br /> .\ <br /> existing deciduous tree <br /> _ DROP BOX (TY * existing coniferous tree <br /> ---1 ---'1.----------------- A . - - - - existing elevation contour <br /> Ik O <br /> 92*4 exist/ng spot elevation <br /> S624 •li�""� ..------B 6 2-1 •. tk ' LLO S PTI I (92x4 proposed spot elevation <br /> / 5625 PRECAST EPTI T` \ \... <br /> P❑/ Elevations relative and assumed <br /> eKgE0Elevations relative to ti S.G.S. 1929 N.G.VD. <br /> • ROC 6 �11 Denotes proposed surface drainage <br /> Nv <br /> Il ' <br /> SB27 18. ° ; h <br /> SB29 11040 , ` Notes: <br /> \ �� 1. Avoid compaction in septic area before, during and <br /> ® ALTERNATE SEPTIC SITE �• ► after construction <br /> M e ► I SYSTEM WITH PUMP TANK , e .4 0 2. Trenches are to be installed parallel to the contours and the <br /> A 630 'OCK BED) trench excavations are not to exceed a maximum depth of 44isk <br /> 12 inches below the existing ground surface. <br /> o <br /> `ROPOSEP <br /> J. Verify before drilling that no septic tanks or drain fie/ds <br /> L • <br /> are within o 50 foot radius of proposed we// location. <br /> r\\.:AA \ (100 feet for shallow we//) <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 /> X tanks or drainfield area. <br /> At$4;\.\ \ <br /> I 5. To extend the life of septic system pump septic tanks a <br /> minimum of every 2 years. <br /> 6. <br /> • <br /> Nii# <br /> See attached sheets for additional construction details. <br /> ' � \ '` 7 Soil Classified as Burnsville sandy loam (BuC) 6-122'slopes, <br /> / according to the U.S. Department of Agriculture soil Survey <br /> © 0 8. Site p/an prepared by or under the supervision of Bernie <br /> Miller- .P.C.A. License N 3 <br /> r ......-4 <br /> „ . <br /> Date 7-# , <br /> N.--. *-------- ' - -1—liI <br /> 948 / 0 40 80 120 <br /> y Westwood Property location: DESIGNED BCM REQUESTED BY: DATE <br /> [ <br /> Westwood Professional Services, Inc ] <br /> BCM Septic System 4/20/89 <br /> I [ <br /> 104 Marty Drive, Suite 3 Lot 6, CARRIAGE HILL, Orono DRAWN Bohland Development <br /> Buffalo, MN 55313 CHECKED JMc Site Plan <br /> 612 682-2587 Job No. <br /> ��� <br /> Plymouth,MN. 98795 <br />
The URL can be used to link to this page
Your browser does not support the video tag.