My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2015-00909 - new/replacement septic system
Orono
>
Property Files
>
Street Address
>
H
>
Hunt Farm Road
>
835 Hunt Farm Road - 30-118-23-43-0003
>
Septic
>
2015-00909 - new/replacement septic system
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:28:06 PM
Creation date
2/28/2017 1:31:20 PM
Metadata
Fields
Template:
x Address Old
House Number
835
Street Name
Hunt Farm
Street Type
Road
Address
835 Hunt Farm Road
Document Type
Septic
PIN
3011823430003
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
z � . <br /> ' RECEIVED � <br /> ' 1t1�SYSTEM 1S DEStGNEb FOR AUG Q g 2015 <br /> .._„_BEOROOMS. ANY fNCREASE flY NUMBER <br /> 0�$EDROOMS iNYAUDATES THIS DE$lGl�l.. Kochi�s Soil Testing <br /> Box s t CITY OF ORONO <br /> Loretto, Minn. 5�357 �� <br /> Te l 763-479-263 7 r <br /> Curt Ritter Job ��� ' <br /> s,�,�o i s ��P <br /> Job Site; 835 Hunt Far � <br /> m Rd., Orono, Minn. <br /> Two sites were tested to determine what type of septic system could be installed on and still comply with <br /> the City of Orono(Henn. Co.)Codes and the Minn. Rules 7080.. <br /> In the Primary Site(Site-2-A)three soil borings where done indicated the following results; <br /> Soil Boring# 1 Mottled Soil was 16 inches <br /> Soil Boring#2 Mottled Soil was at 14 inches <br /> Soil Boring#3 Mottled Soil was at 18 inches <br /> Average percolation rate was 15.5 m8in/in(Loam-Clay Loam Soil) <br /> In the alternate site(Site-3A)the three soil borings indicated the followin�results; <br /> Soil Boring#7 Mottled Soil was at 18 inches <br /> Soil Boring#8 Mottled Soil was at 28 inches <br /> Soil Boring#9 Mottled Soil was at 20 inches <br /> r Average Percolation Rate was 1 1.4 min/in. (Loam-Clay Loam Soil) <br /> • Note; Site-3A was also the area that was previously tested by S-P Testing on July-1995 and his report <br /> stated that this area was suitable to support a mound system on. ' <br /> • Note; Both sites are big enough to support a 5-bedroom home(Daily water use-7�0 gal/day) mound <br /> system if the house size was increase from a 4-5 bedroom home and the mound system would have to <br /> be increase in size if needed in the future. <br /> See the soil boring logs for the details. <br /> • Mottled soil is consider the high seasonal water table that exist during the wet seasons and when <br /> mottled soil is encounter between 12-36 inches then and above ground pressurized mound system must <br /> be installed. <br /> Therefore with the above information a standard pressurized mound system can be installed in the primary <br /> site. or the alternate site. <br /> The size of mound system needed for a 4-bedroom home would be Fhe following size;(Primary Site)� , ,,, ;-;..,�;.; <br /> Sizing Factors; Daily water use-600 gal/day � <br /> Soil Sizing Factor---Clay Loam—Est. Perc Rate-46-60 min/in.. - . , �. � ��� � �~��� `'"' °`` <br /> - F� <br /> Absorption area soil Loading Rate-0.45 gpd/sq.ft. � ' --'`-�" "" " <br /> � s:� <br /> Land Slope-3.0 % � ; � <br /> CITY OF ORONO <br /> Overall Size---4005 sq.ft. SF.PTIC P IT PL 'V EVif '`� <br /> Length-89. Ft (2-endslopes-17 ft. each& rock bed len �'T�PF� r� <br /> Width----45 ft. (upslope-14 ft., rock bed-10, ft downs o P�RMIT NQ.�I ' <br /> (Abso(ption W idth-27.0 fr.) 'ep ns sCe�t(TTF.D <br /> Rock Bed Size-550 s .ft. � � ��'�'R���'�:n tWITH CoRRECTI0I�S AS KnTEp ' <br /> q ,(Width-10 ft. & length-55 ft.) KOT APPROVED-CORRF.CT&RF.SL'B�tIT <br /> *Sand footprint-40.0 ft. wide by 87 ft. long t Thcac commcnts urc for your information, AIt work shafl be done <br /> (Absorption Area-3480 sq.ft. Ave sand depth–2.2 ft, i„ full complin�qce with ull nppli��hle septic and zoning ccnle, <br /> (2 ft.----24 inches of sand under the rock bed on the upslope ed�e) ���'�l��iremcnts includine items mx speciticelly noted in this revier. <br /> I.i.i p rllfS PLAK S6Tc)t�SI�'E�TALLTINGS <br /> Amount of materials needed: Sand--200 yds.�218 tons Ave. Depth-2? ft (26 ") ` , � <br /> Rock— I 9 yds 27 tons " '• ---0.75 ft. (9") � '' <br /> Sandy Loam --85 yds. 1 19 tons �` , `�----_6-12 inches � <br /> ; . � .:,-�.. ,,,,, ,M <br /> Topsoil------ 95 yds. 13.i tons " "—(> inches <br /> The above amounts could vary by 10%plus or minus <br /> ►� <br />
The URL can be used to link to this page
Your browser does not support the video tag.