My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1999-011565 septic
Orono
>
Property Files
>
Street Address
>
C
>
Crystal Creek Road
>
60 Crystal Creek Road - 33-118-23-33-0008
>
Septic
>
1999-011565 septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:50:08 PM
Creation date
6/6/2016 11:55:23 AM
Metadata
Fields
Template:
x Address Old
House Number
60
Street Name
Crystal Creek
Street Type
Road
Address
60 Crystal Creek Road
Document Type
Septic
PIN
3311823330008
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.
/
26
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
1.Ve�stwood Professional Services, Inc. . <br /> 104 Mar�y Diive,Sui�e 3 <br /> Buffalo,MN 55313 <br /> /��)I'I� i�), ���)�) <br /> Phone:612-682-2587 <br /> Faz 612 682 2639 <br /> Pil lar I lumes Ton F�ee i-ess-6sz-zsa� <br /> Email:wpzQweztwoodps.mm <br /> K_��. ���1Cf1118� <br /> 7�40 F. Lake Strcet <br /> Wayzat��, MN 55391 <br /> Rf�;: �eE�tic Systein Site Plan for Lot 2, Block 2, Crystal Creek. Omnc�. <br /> I)car K.C.: <br /> l�his pr��posed <�n-,ite septic system was desi�ned for a 5 beclroon� h��me, ���ith an estimated flow of 7�0 <br /> galluns per day. Uue to mottled soils at a depth of 24" in the primar}� site, the primary will need to be a <br /> mound sysiem with 12" of sand under the rockbed at the upslope side. 'I�he site in which this system is <br /> proposed has a average existing ground slope of 5%, and perc<,lation rates ran�ing from 2-6.5 MPI. The <br /> ro�k bcd sizc �rill be 10 tect tivide and 63 feet long with thc o��rall dimcnsiuns uf the priinary muun�l <br /> being 87.0 feet long and 37.5 feet wide. <br /> An alternate scptic s��stcm has becn shown on the plan to sho��� that there is enough undisturbed area on <br /> the lot to support another septic system. This system will also need to be a mound systetn. Mottled <br /> soils �vere found at a depth of 22 inches. The average slope of the area is 6% with percolation rates <br /> between 2.6 and 29 MP1. This system will not need to be constructed unless the primary mound fails. <br /> Certain precautions will need to be made to protect the areas in which the above referenced septic <br /> systems are proposed. E3oth primary and alternate septic areas have been or will be staked off. It is <br /> critical that the soil is not disturbed before, during, and after construction of the system. <br /> These systems should treat the septic effluent effectively if the systems are installed properly and are <br /> maintained properly. It is recommenced that the septic tanks be pumped once every two years. This <br /> will reduce the chance of solids reaching the mound system. It is also recommended not to use <br /> excessive amounts of chlorine, soaps, and chlorine products which can kill bacteria in the septic tanks. <br /> "I'his bacteria is needed to treat the septic effluent. <br /> If you have any yuestions in regards to this design, 1 will be happy to answer them. 1 can be reached at <br /> (612) 682-2587. <br /> Sincerely, <br /> WESTWOOD PROFESSIONAL SERVICES, INC. <br /> ���'�-�i��' <br /> �%��3-�" � <br /> f3ernie Millcr <br /> Septic Site l)esi�ner <br /> MPCA Lic. N<i. 43 <br /> Designing Ihe f uture Today_since 1972 <br />
The URL can be used to link to this page
Your browser does not support the video tag.