HomeMy WebLinkAbout2014-01089 - mound system � • CITY OF ORONO
2750 KELLEY PARKWAY * 2 0 1 4 - 0 1 0 B 9 *
DATE ISSUED: 10/09/2014
ORONO,MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 125 KINTYRE LA
PIN : 32-118-23-43-0017
LEGAL DESC : KINTYRE TWO
: LOT 3 BLOCK 1
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
ACTIVITY : MOLJND SYSTEM-SEPTIC
NOTE: NEW MOUND SYSTEM
3-1300 GALLON CONCRETE TANKS
APPLICAIVT SEPTIC NEW 200.00
STATE SURCHARGE SEPTIC 5.00
HAYES&SONS EXC. INC.
263 82ND STREET S.E. TOTAL 205.00
MONTROSE,MN 55303- Payment(s)
(763)479-1762 CREDIT CARD 205.00
Minnesota State License#: sept-L640
OWNER
Gonyea Homes
6102 OLSON MEMORIAL HWY
GOLDEN VALLEY,MN 55427-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and dces
not grant permission for additional or related work which requires sepazate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether or not specified herein.This permit will
expire and become null and void if construction authorized is not
commenced within 180 days of the date of issuance,or if consVuction is
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This pertnit may be
rev at y ti for d c use.
���1'[ /� l �l l / �
App icant P rmi e ignature Date Issu y Signature Date
� . ,,.�L L,• �o�D.� �
���vL��-, 020/�!-O/I��l�'
,f� ���C� � �
� t��T� oF ��oNo
� „ �' � � Str�et Ac�drass: M1Railing Adcfruss; Tittt�phsnea(952)249-�I600
' ��� �/ 2754 Ke�liey Parkwa}+ , P.O_Box 66 Fax (95�249-46�6
�q 2��' ' O��nu IVN 55356 Cryst��8ay. M14N 55323 ww�v.��.cronv.rn,,.u�
'fL.511�ti♦
Septic System Permit Appiication
Please complete this applicaton comptetety. Failure to fill in all of the required information may
result in a delay of processing your application. Submit this application, a complete copy of the
site evatuation and the design at least 3 working days prior to the projected installation date.
Pro Owner: � �„ Email:
Mailin Address: _...____-.------___--� _, ,,�.. (� (2 �_ � �
Phone: Cell: � Work: Home:
Desi ner: Z�S'f (� License#� C� Email: Phone: - � 9 �7�
Installer/Contractor: .� License#� Email: Phone: �7(v 3•-C( -/`71,0�
Date to be Installed:
Pro e Address: / L Z,`r� i2E� ��
Existin Se tic S stem E es: Yes No om liance Ins ction ��te:
ParCel:(rf no address)
�j�t�
General Lot Dimensions: Width: a �res or sq�)
Home T e: s/�� #of Bed, �� 1 Water Cond:
Garba e Dis sal� Hot Tub/VVhir
Well: Existin New t be installed �f Casin :
PROPOSED S
Soil Types: �-� yo►� _.,�y ractor.
Septic: : New Replacement Addition Other
Tanks: Qty:� New .� Existing Total 3
Tank Type Cn�-,�c�,4.� Capacity z-- i 3�v Manufacturer !s-�-��ti,
Pump Station: Tank Type�r„c�£apacity 1 3 4�u Manufacturer �-�-�'���. �
(if applicable) Pump Size J �•p� Type 3c �P�.. y� ,, Failure Alarm Type L��{/�,.,,,,� ��s
Drainfield Total LengthT Total Width �� Maximum Depth �
Trenches w/rock Trench w//chambers �
Rock below pipe �' in v
K
Pressure Bed Mound ✓� Other(explain) �
Mound Dimensions: Rock Bed �� x b� ft Absorption Area �_ x �� ft �
Clean Fill below rock bed ��inches
Filter: Type � Manufacturer Alarm Type: �'-
New designs shall adhere to 2008 MPCA standards.
OFFICE USE ONLY
Permit# �t�/�/ 'D� v �g Payment Rec'd Zoning District
Field Checked Date Inspected New/Replace
SKETCH: Submit licensed site evaluation, design, sketch and management plan with
application. If substantial changes are made to the design during installation, a new design
must be submitted with the date and designer's signature prior to installation and inspection.
,�/ , �'I� �,t,"
Completed Site Evaluation �es ❑No Date 7�- �Y ,- j 7 �' l� �
4 y0�
Completed Design Worksheets �s ❑No Date �•- �/-/�
Compliance Inspection C]Yes � Date ��-�
Management/Monitor Plan �Yes ❑No Date Approved
AGREEMENT: I/We the undersigned, hereby make application for work described and located
as shown herein. 1/We certify that the information contained herein is correct and agree to do
the work in accordance with the provisions of the Orono City Code and the State of Minnesota
MPCA Rules 7080-7084. I/We further agree that any plans, specifications, or drawings
submitte ere 'th are ccurate and shall become part of the application.
���
Signature of Homeo er or Agent Date
PERMIT: Permission is hereby granted to the above named applicant(s)to perform the work
described in the above application. Any and all changes to the approved design shall be
reported to the designer and to the permitting agency prior to the completion of the work. This
permit is granted upon the express condition that the person to whom it is granted, and his/her
agent, employees and workers shall conform in all respects to the Orono City Code and the
State of Minnesota 7080-7084 Rules. This permit may be revoked at any time upon violation
of said ordinances and codes. This permit expires on December 31 of the year in which it is
issued. This permit, with all supporting documents, will become a permanent part of the
property records on file at the Orono City Hall.
g
Commu ity Developmen irector or Designee ate
Return this Application to:
Phvsical Address: Mailinp Address:
City of Orono City of Orono
2750 Kelley Parkway P O Box 66
Orono, MN 55356 Crystal Bay, MN 55323
Phone :952-249-4600 www.ci.orono.mn.us
Fax: 952-249-4616 amack(cilci.orono.mn.us
Septic Permit-Revised 7/8/2014 Page 2 of 3
.
.
Joseph Olson D.B.A.
Rusty Olson's--Soil and Percolation Testing
Joseph J.Olson--MPCA License#S10
11481 Riverview Rd. NE,Hanover,MN 55341
(763)498-8779 Fag{763)498-8290
Revised Juty 9,2414
November 03,2005
Gonyea Homes
125 Kintyre Lane
Orono,Hennepin County
This on-site Sewage Treatment System is desigaed for a Type 1,Five-bedroom home in accordance with
the Minnesota Pollution Control Agency Chapter 7080 and local ordinances.
The periodically saturated soils were located at 20"-30"(mottled soil).Due to the periodically saturated
soils,a pressurized mound system will need to be installed to treat the septic effluent.The boftom of the
treatment area must be located at least 3'above the saturated soils.
The soils at a depth of l2"have a percolation rate averaging 7MPI.
All tanks need to be insulated if there is less than two feet of cover over the top of the tanks.Clean outs
must be installed on the end of the laterals for maintenance.
Use 7/32 inch perforations on the laterals.
All neighboring wells are greater than 100'from proposed treatment areas.
A 1300 gallon pumping chamber will need to be installed to lift the effluent to the treatment area.The
power supply and Switches must be located outside the manhole and pumping chamber in a weatherproof
enclosure.A waming device must be installed with light and sound devices;this is in case of a pump
failure.T'he manifold and supply line must have back drainage to the pumping chamber.
Keea all heavv equipment off of the aroposed treatment areas before,durin�and after construction.
The area around both sites must be fenced off bv the contractor before any construction begins.
With proper installation and maintenance,this system should have no problem in treating septic effluent
effectively.Nothing other than gray water,(laundry,showers,etc.)Human water and toilet tissue should be
disposed of into the septic tanks.Garbage disposals are not recommended.Additives must not be used they
may cause harmful damage to your septic system.It is recommended that you pump the septic tanks every `
two years.
Sincerely,
_ (~[TY OF OR� �
��-� �n�:�M�T r�a�t
Jose�h J.Ol§�lA`r1.7�t+id��.�s�.�.1.�s.ti���a�iti� a� !� �� _
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- CITY OF ORONO
__ SE°PTIC PERMIT P�N REVTEW
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'E'hese wmme�ts acs for your iafortoati�. Aii�roric ahalt be dau!
- ia full oomp{iesce witk aU applicable septie aad soning code;
Requlrc�ncnta i�{udi�items not speciftoalty�ted ie this aYkM�,
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OSTP Desig� Summary Worksheet urr�vERs�TY '"��
Minnesota Poliution OF MINNESOTA
�ontroi Agency ���
Property Owner/tiient: Gwiyea Homes Project ID:��v 06.12.73
Site Addreu: 125 Ki�tyre Lane,Orono,Hennepin County Date: 7/9/14
1. DESIGN FLOW AND TANKS
A. Design Flow: 750 Galtom Per Day(GPD) Note: The estimated design flow is considered a peak flow rate
including o sojety factor.For long term performance,the average
B. Septic Tanks: dail y flow is recommended to be<60%of this vaiue.
Minimum Code Required Septic Tank Capacity: 2250 Gat[ons,in C�Tanks or Compartments
Recommended Septic Tank Gapacity: 2250 Gallas,in �Tanks or Compartments
Effluent Screen: No q�a�: No
C. Ho(ding Tanks Only:
Minimum Code Required tapacity:��Galtons,in ��Tanks
Designer Rxommended Capacity:C�Gat(ons,in �Tanks
Type of High Level Alarm:
D. Pump Tank 1 Capacity(Code Minimum):�Gallons Pump Tonk 2 Capacity(Code Minimum): C�Galtons
Pump Tank 1 Capacity(Designer Rec): ��Gallons Pump Tank 2 Capacity(Designer Rec): �Gallons
Pump 1 36.0 GPM Total Head 40.0 ft Pump 2��GPM Total Head �ft
Suppty Pipe Dia. 2.00 in Dose Votume:��gal Suppty Pipe Dia.�in Dose Votume:�gal
2. SYSTEM TYPE
Type of SoN Treatrrimt and Dispersal Area'
Q T�md� Q�d �Mound � Q Gravlty Dktrbutlon �Rernre Distr�utlon-Levd �Ressvre DktrbiMoti-lM�level
O�P O��rank G A�'�a� "Selection Required Benchmark Etevatlon: 1048.0 assumed ft
Benchmaric Location: ground at topo map
System Type Type of Distribution Media:
[�Type I ❑Type I I ❑Type I II [�Type I V ❑Type V 0���^�R°d` ❑Regislered Treatment�te�a:
3. SITE EVALUATlON:
A. Depth to Limiti�g Layer: 20 i� 1.7 ft B. Measured tand Stope%: 8.0 %
C. Etevatlon of Limiting Layer.�- 1045.8 D. $oit Texture: Loam
E. Loc.of Restricive Elevation: F. Soil Hyd.Loadir�Rate: 0.60 GPD/ftZ
G. Minimum Required Separation: 36 i� 3.0 ft H. Perc Rate: 7.0 MPI
i. Code Maximum Depth of System: Mound in ��r��;
4. DESIGN SUMMARY
Trench Design Summary
Dispersal Area�ft2 Sidewall Depth�9n Trench Width�in
Total Lineat Feet�ft Number of Trenches� Code Maximum Trench Depth�in
Contour Loading Rate��ft Designers Max Trench Depth�in
Bed Oesiop Summary
Absorption Area�ftz Medie Below Pipe�in Code Maximum Bed�epth�in
Bed Width�ft Bed LengthC�ft Designers Max Bed Depth�in
Minnesota Poliution
OSTP Design Summary Worksheet u���ERs�TY � �
Control Agency OF �INNESOTA � a,'. „ „�,`�
Mound Design Summary
Absorption Area 625.0 ftZ Bed LenBYh 63.0 ft Bed Width 10.0 ft
Absorptio�Width �Z,p ft Clean Sand Lift 7.3 ft Berm Width (0-1%)��ft
Upslope Berm Width 10_0 ft Downstope Benn Width 17,0 ft Ends(ope Bemi Width 13.0 ft
TotatSysLem Lengin gg,0 ft TotalSystem Width 37.0 ft Contour Loading Rate 12.0 gaUft
At-Grade Design Summary
Absorption Bed Width��ft Absorption Bed Length��ft System Height�—_ift
Contour Loading Rate�ga(/ft Upslope Berm Width��ft Dowrtslope Berm Width��ft
Endstope Bertn Width�ft System Length��ft System Width��ft
Level 8 Equal Pressure Distribution Summary
No.of Perforated late2ls�� Perforation Spacir�g�ft Perfo2tion Diameter 7/32 in
Lateral Diameter 2.00 in Min.Detivered Votume�gal Maximum Delivered Volume 188 gat
Non-Levet and Unequal Pressure Distributiort Summary
Elevation Pipe Volume Pipe Length Perforation Size
(ft) Pipe Size(in) (gaUft) (ft) (in) Spacing(ft) Spacing(in)
Laterei 1 Minimum Delivered Volume
Lateral 2
Lateral 3 �Sal
Lateral 4 Maximum Oetivered Vo4ume
Lateral 5
Lateral 6 gal
5. Additional info for Type IV/Pretreatmertt Design
A. Calcutate the organic loading using option 1 or 2
1. Organic Loading =Pounds of 80D X Units
��lbs/daY X � _ ��ibs BOD/day
2. Organic Loadinq to Pretreatment Unit =Design Flow X Estimnted BOD in mg/L in the efftuent X 8.35=1,000,000
��gPd X C�rr�/L X 8.35:1,000,000= �_�lbs BOD/day
B. Type of Pretreatment Unit Being installed:
C. Calculate Soil Treatment System Orgnnic Loadinq: (bs.BOD/day�Bottom Area =tbs/day/ftZ
�lbs/day= ��f�z_ ��tbs/day/ftZ
tommentrJSpecial Design Co�siderations:
i hereby certify that 1 have completed this work in accordance with all applicable ordinances,rules and taws.
_,___...._._._.......______....
Joseph J Olson 810 07/09/14
(Designer) (Signature) (Liceme#) (Date)
� � OSTP Mound Design ��-w� ��,,.
� .
UNIVERSITY �� �`
Minnesota Pollution �yorksheet > 1% Slope OF MINNESOTA '
Controi Agency ''"` ' "`-° '�\�;
1. SYSTEM SIZING: Project ID: v 06.12.13
A. Design Flow: 750 GPD TABLE {Xa
6. Soil Loading Rate: 0.60 GPD/ftZ LOADING RATES FOR DETERMINING BOTTOM ABSORPTION AREA
AND ABSORPTION RATIOS USING PERCOLATION TESTS
Treatment lerel C TreaLnent Level A,A-2,B,
C. Depth to Limiting Condition: 1.7 ft
Verwlation Rate ������ �rption
D. Percent Land Slope: 8.0 % �n�> /ve R�ding ��i°�� Area�Locding �°n�
m
(3Pd/ft') Ratio t�ft�� Rat90
E. Design Media Loading Rate: 1.2 GPD/ftZ �et . � _ �
F. Mound Absorption Ratio: 2.00 0'�°5 ,.z , ,.6 ,
0.�to 5{ftre sarxi 0.6 2 1 1.6
Table f and wa t���r,oy
1.i�UND CONT0l3R LOADlPIG RATES: 6 iO1` 0.�8 i.s � �.s
Contour �5 tc 30 0.6 2 0.78 2
r,�east:rad ' Texturs-ds�iv�d
Perc Rate dR mound aDsorption ratio loading 31 to 45 0.5 2.4 0.78 2
. Rate: ��o� 0.45 2.6 0.6 2.6
-��54nt0' i.G. 1.3. 2.0. 2.4, 2.6 ct2 6ito t20 - 5 0.3 5.3
, »20 - - - -
5i-12Gmpi UR SA c12
"Systems with these values are not Type I systems.
� �zo n,�;• .s.�• .�• Contour Loading Rate(linear loading rate)is a
recommended value.
2. DISPERSAL MEDIA SIZING
A. Calculate Dispersal Bed Area: Design Ftow: Design Media Loading Rate=ftZ
750 GPD s 1.2 GPD/ft2 = 625 ft2
tf a targer dispersat media area is desired, enter size: 630 f�
B. Enter Dispersat Bed Width: 10.0 ft Can not exceed 10 feet
C. Catculate Contour Loading Rate: Bed Width X Design Media Loading Rate
�� ftz X 1•2 GPD/ftZ = 12.0 gaUft Can not exceed Tab1e 1
D. Calcutate Minimum Dispersat Bed Length: Dispersat Bed Area :Bed Width =Bed l.ength
630 ft2 : 10.0 ft = 63.0 ft
3. ABSORPTION AREA SIZING
A. Calcutate Absorption Width: Bed Width X Mound Absorption Ratio =Absorption Width
10.0 ft X 2.0 = 20.0 ft
B. For stopes>1%, the Absorption Width is measured downhill from the upslope edge of the Bed.
Calculate Downslope Absorption Width: Absorption Width - Bed Width
20.0 ft - 10.0 ft = 10.0 ft
4. DISTRIBUTION MEDIA: ROCK
A. Media Volume:Media Depth X Length X Width
1.00 ft X 63.0 ft X 10.0 ft= 630 ft3 : 27 = 23 yd3
' S. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS:CHAMBERS AND EZFLOW
A. Enter Dispersa!Media:
B. Enter the Component Length: ��ft Enter the Component Width: �ft
C. Number of Components per Row=Bed Length divided by Component Length (Round up)
� ft : � ft= �components/row
D. Actuat Bed length =Number of Componentslrow X Component Length:
�components X �ft = �ft
E. Number of Rows=Bed Width divided by Component Width(Round up)
� ft ' � ft= C� �ows Adjust width so this is an who(e number.
F. Totat Number of Components=Number of Components per Row X Number of Rows
� X � _ �components
b. MOUND SIZING
A. Calcutate Minimum Ciean Sand Lift: 3 feet minus Depth to Limiting tondirion =Clean Sand Lift
3.0 ft - 1 J ft = 1.3 #t Design Sand L.ift{optionat): ��ft
6. Calcutate Upstope Height: Clean Sand Lift +media depth +cover(1 ft.)=Upstope Height
1.3 ft + 1.0 ft + 1.0 ft= 3.3 ft
C. Setect Upstope Berm Multiptier(based on land slope): 3.03
Land Slope% 0 1 2 3 4 5 6 7 8 9 10 11 12
Upslope Berm 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.54 2.48 2.42 2.36 2.31 2.26 2.21
Ratio 4:1 4.00 3.85 3.70 3.57 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2.78 2.70
D. Calculate Upstope Berm Width:Muttiptier X Upslope Mound Height = Upslope Berm Width
3.03 ft X 3.3 ft = 10.0 ft
E. Catcutate Drop in Elevation Under Bed: Bed Width X Land Slope= 100=Drop(ft)
10.0 ft X 8.0 % : 100= 0.80 ft
F. Catculate Downslope Mound Height: Upsiope Height+Drop in Elevation =Downslope Height
3.3 ft + 0.80 ft = 4.1 ft
G. Select Downslope Berm Multiptier(based on land slope): 3.95
Land S1ope% 0 i 2 3 4 5 6 7 8 9 10 11 12
Downslope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 �3.29 4.48 4.69
Berm Ratio 4:1 4.00 4.17 4.35 4.54 4.76 5.00 5.26 5.56 5.88 6.25 6.67 7.14 7.69
H. Catculate Downslope 8erm Width: Muttiptier X Downstope Height =Downslope Berm Width
3.95 x 4.1 ft = 16.3 ft
I. Catculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width +4 feet
10.0 ft +�ft = 14.0 ft
J. Design Downstope Berm=greater of 4H and 41: 17.0 ft
K. Setect Endslope Berm Muttiptier: 3.00 (usual(y 3.0 or 4.0)
L. Calcutate Endslope Berm X Downslope Mound Height =Endslope Berm Width
3.00 ft X 4.1 ft = 13.0 ft
M. Calculate Mound Width: Upstope Berm Width + Bed Width + Downslope Berm Width
10.0 ft + i0.0 ft + 17.0 ft = 37.0 ft
N. Calcutate Mound Length: Endstope Berm Width + Bed Length + Ends{ope Berm Width
13.0 ft + 63.0 ft + 13.0 ft = 89.0 ft
� 7. MOUND DIMENSIONS
— ------- --------------------- --------- .
,'
Upstope (4.D) �o.o
,
,
,
� ,
� ,
� ,
� o Endsio e (4.�) DTspersa( Bed: ��.B x 2.C) � Endslo e �a.�� ,
� M �3.0 10.0 X 63A � 13.�
a �
� ' � �
, '
-p � V i
C ' i
� I
� i �7 Q �
� ,
� �
�s Downslope {4.J)
� ------------------------------------- —--------
Total Mound Len th (4.N} 89•0
4" inspection pipe
18" cover on top ��o
U slope berm (4.D) Downsto e berm (4.J)
10.0
12"cover on sides
(6" topsoit)
Clean sand lift (4.A) �.3
� .��, � _
�_����� t �'It1i�1 ,g i? '''
. i
- - _ 1.7
--—-- -
t :;�1�, -
1 � t-� :�� Itiii?I, -
_ _ _ _..__ __
_._ . _.
Absor tion Width (3.A) � " - --- -
Note: 2�•�
For 0 to 1� slopes, Absorption Width is measured from the Bedequalty in both directions.
For slopes >1%, Absorption Width is measured downhill from the upstope ed�e of the Bed.
Comments:
OSTP Mound Materiats Worksheet UNIVERSITY �
Minnesota PoBution OF MINNESOTA � .,„.,., ,L.ti
Co�troi Agency 1,,,
ProjectlD: v 06.12.13
A.Calcutate Sed(rock)Volume:Sed Lengti� (2.0 X Bed Width 2.6)X Depth =Yolume ft'
b3.0 ft X 90.0 ft X 1.0 = 630.0 ft3
Divide ft'by 27 ft'Jyd'to calculate cubic rds:
630.0 ft' = 27 = 23.3 yd'
Add 20%for constructabitity: 23.3 yd3 X 1.2 = 28.0 yd'
8. Calculate C1ean Sand Volume:
Volume Under Rak bed:Averoge Sand Depth x Medio Width x Mediv Length =cubic feet
1•7 ft X 10.0 ft X 63.0 ft = 1092.0 ft'
For a Mound on a slope from 0-1%
Volume from Le�gth=((Upslope AAound Height-t)X Absorption Widih Beyond Bed X Media Bed Length)
1_� ft t) X C� X ��ft - L_�
Volume from Width=((Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Width)
�� ft -1) X �� X ��ft - �
Toial Clean Sand Volume:Yo(ume from Length+Volume Jrom Width t Volume Under Media
� ft3 � � ft; ' �� ft' _ ��ft'
For a Mbund on a slope greater than 1%
Upslope Volume:((Upslope Mou�Height -f)x 3 x 8ed tength)+2=cubic feet
(( 3.3 ft -1) X 3.0 ft X 63.0 )+2= 220.5 {t3
Downslope Vo(ume:((Downstope Neight- t)x Dowrntope Absorpdon Width x Media Length)+2=cubic feet
{{ 4.1 ft-1) X 70.0 ft X 63.0 )�2= 987.0 ft�
Ends(ope Vo(ume:{Downslope Mound Height-1)x 3 x Media Width =cubic feet
( 4_1 ft-t ) X 3.0 ft X 10.0 ft = 94,p {�3
Toto!Qean Sand Volume:Upslope Votume +pownstope Volume +Endslope Vo(ume +Volume Under Media
220.5 ft� . 987.0 ft; + 94.0 ft' + 7092A {t3= 2393.5 ft;
Divide ft3 by 27 ft31yd3 to calculate cubic yards: 2393.5 ft' ; 27 = 88.6 yd�
Add 20%for constructabitiiy: �•6 yd3 X 1.2 = 106.4 yd�
C. Catculate S�dy Berm Voiume:
Totoi 8erm Volume(approx):((Avg.Mound Height-0.3 ft topsoit)x Mound Width x Mouhd Length)w 2=cubic feet
( 3.7 _ 0.5 )ft X 37.0 ft X 89.0 )=2= 5323.7 ft;
Total h�Ound Volume-Clean Sand vo(ume-Rock Volume=cu6ic fee[
5323.7 � - 2393.5 ft; - 630.0 ft' _ 23�.2 ft'
Divide ft'by 27 ft'lyd'to calculate cubic yards: 2300.2 ft' ; 27 = g5,2 yd;
Add 20%for constructabilitY� 85.2 yd' x t Z = 102_2 yd3
D.Catculate Topsoil Materio!Volume:Total Mound Width X Tota!Mtwrrd length X.5 ft
37.0 ft X 89.0 ft X 0.5 h = 7646,5 ft3
�ivide ft�by 27 ft'/yd3 W caicutate cubic yards: ��•5 ft' e 27 = 61.0 yd3
Add 20%for constructabitity: 61.0 yd; x 1.2 = 73.2 y�3
� OSTP Pressure Distribution
Minnesota Poilution • UNIVERSITY �� � �� .
Conirol Agency
Design Worksheet OF MINNESOTA �'� �`-� ���,
Project ID: v 06.12.13
1. Media Bed Width: �� ft
2. Minimum Number of Laterats in system/zone= Rouded up number of[{Media Bed Width -4) = 3] + 1.
( 10 -4 ) + 1 = �taterats Does not apply to at-grades
3. Designer Selected Number of Lotera(s: �taterats
Cannot be less than line 2 (accept in at-eradesl
4. Setect Perforation Spacing: 3.0 ft � � ' `
-- �'���~ ,—>`-
5. Select Perforation Diameter Size: 7132 in ' �..� '
6. Length of Latera(s =Media Bed Length - 2 Feet.
63 - 2ft = 61 ft Perforation can not be c(oser rhen 1 foot from edge.
� Determine the Number of Perforation Spaces. Divide the Length of Laterais by the Perforation Spacing
and round down to the nearest whote number.
Number of Perforation Spoces 61 ft : ��ft = 20 Spaces
Number of Perforations per Latero( is equat to 1.0 plus the Number of Perforotion Spaces. Check table
8. below to verify the number of perforations per lateral guarantees less than a 10%discharge variation. The
vatue is doubte with a center manifold.
Perforot+ons Per Laterat = 20 Spaces + 1 = 21 Perfs. Per Laterat
Maxim�n Nc�nber o{Fe{faations Per Laterat to Guararotee<1046 Discharge Yariatio�
':',lnch P aatans 7f32 irxh Perforadons
Pe+foratwn Spac�ng IFeet? Pipe Diameter(lnches) Pe�#oration 5pacing Pipe Oiameier(lnchesl
1 1t�� is� 2 3 (Feeti i lu 1}: 1 3
1 t0 13 18 30 60 2 11 16 21 34 6d
2;� 8 12 16 18 54 1�. tp 14 20 32 b4
3 8 12 16 25 52 3 9 14 14 30 d0
3'i6 Inth Perfora#ian 1,'6 trxh Perforatio�s
Pip�Diameter pnchesl Perforati�Spacir�g Pipe D'same#er(inches}
Perforation Spating IFeet)
i t?G iti2 t 3 f�eet) 1 1'� 1�t I 3
1 11 18 2b 46 87 1 ?f 33 #4 74 1�9
Zi� 12 17 14 4Q 80 2� 20 30 41 69 135
� 12 16 Z2 37 75 3 20 19 38 bd 128
9• Total Number of Perforotions equats the Number of Perforations per Lotera( muitiptied by the Number of
Perforcrted Laterals.
21 Perf. Per Lat. X C�Number of Perf. lat. = 63 Total Number of Perf.
10. Select Type of Manifold tonnection (End or Center): [�] end ❑ center
11. Select Loteral Diometer(See TQbte): 2.00 in
- _ ___ ___
� OSTP Pressure Distribution
,�a ..
Minnesota Poltution ' UNIVERSITY �` � ��� Y �,�
Control Agency
Des�gn Worksheet OF IVIINNESOTA �������-"�`�.�;
12. Calculate the Squore�eet per Perforotion. Recommended va(ue is 4-11 ft 2 per perforation.
Does not appl y to At-Grades
a. Bed Areo = Bed Width (ft)X Bed Length (ft)
10 ft X 63 ft = 630 ftz
b. Square Foot per Perforrrtion =Bed Area divided by the Totol Nt�mber of QerforQtions.
630 ft2 .- 63 perforations = 10.0 ftz/perforations
13. Select Minimum Average Head: 1.0 ft
14. Select Perforation Discharge (GPM) based on Table: 0.56 GPM per Perforation
�5• Determine required Flow Rote by multiplying the Toto(Num6er of Perfs. by the Perforotion Discharge.
63 Perfs X 0.56 GPM per Perforation = 36 GPM
16. Volume of Liquid Per Foot of Distribution Piping(Tobte 1i): 0.170 Gallons/ft
17, Volume of Distribution Piping = f Table ii
_ [Number of Perforttted Loterats X Length of�vtera(s X (Votume of � voiume of�iquid in
Liquid Per Foot of Distribution Pipi�g] Pipe
Pipe Liquid
�� X 61 ft X 0.170 gaUft = 31.1 Galions Diameter Per Foot�
(inches) (Gailons)
18. Minimum Detivered Volume=Volume of Distribution Piping X 4 1 0.045
1.25 0.078
31.1 gals X 4 = 124.4 Gatlons 1.5 0.110
2 0.170
marn o p�pe` 3 O.3$O �
� 4 O_661
� ---
� ,_tlearrouts "----- ------
pipe from pump '�-
i Manifold pipe�
ean outs �
a '
' �
• �. ; i
�
altemaie location -''
of i e ftom m `alt�nate i«auon
of pipe from pump
from
Comments/Special Design Considerations:
_ __ _ ___ ___ ___ __— _ _ __
Minnesota Potiution OSTP Basic Pump Selection Gesign
UNIVERSITY
Worksheet ��-��-
ConYrolAgency OF MINNESOTA ; . ��- J��
t. PUMP CAPACITY Project ID: v 06.12.73
�umping to Gravity or Pressure Distribution: � (� c:arrty U�tesa,e Se(ect�on required
1- If pumpi�g to gravity enter the gallon per minute of the pump: �GPM (10-45 gpm j
2- if pumpittg to a pressurized distributSon system: 36.0 GPM
3. Enter pump description:
2. HEAD REQUtREMENTS v��,{snt.
s co�:oi a�narqe
A. Elevation Difference 29 ft �1�`� `
between pump and point of discharge:
�,�, "
B. Distribution Head Loss: � 5 �ft . �' � - - - f e rr�:.--
C. Additiona(Head Loss: ��fi�aue co�eoat eqavmenc.ecc.� ; - �� � -----------.
� E-------------------------- -
Table I.Friction Loss in Piastic Pipe per 100ft
Distribution Head Loss -----
Gravity Distribution = O{t Flovr Race i P��Diameier(inches)
(GPM) 1 { 1.25 1.5 2
P�essure Distributio� based on Minimum Average Head 70 9.1 T 3.� 0.3
Value on Pressure Distribution Worksheet: !
12 1 12.8 ; 4.3 1.8 0.4
Minimum Avera e Head Distributio� Head Loss �q ! 17.0 � 5.7 2.4 0.6
�ft Sft tb i 21.8 ! 7.3 � 3.0 0.7
5ft p�t �$ i � 9.1 � 3.8 � 0.9
20 � 11.1 4.6 � 1.1
25 � � 16.8 6.9 � 1 J
D. t.Suppty Pipe Diameter. 2.0 in 30 � 23.5 9.7 2.4
35 i ]2.9 ; 3.2
2.Suppty Pipe Length: 145 ft 4p 16.5 4.t
E. Frictio�Loss in Plastic Pipe per t00ft from Tabte I: 45 20.5 � 5.0
50 � 6.1
Friction Loss= 3.32 ft per t00ft of pipe 5S 7.3
60 8.6
F_ Determine Equivalent Pipe length from pump diuharge to soil dispersal area discharge 65 10.0
point. Estimate by adding 25%to suppty pipe Length for fitting toss. Supp(y Pipe Length �p t t,4
(D.2) X 1.25=Equivalent Pipe Lenqth 75 ! ! 13.0
145 ft X 1.25 = 181.3 ft 85 � � 16.4
95 i � 20.1
G. Caltutate Supply Friction Loss by multiplying Friction Loss Per f00ft (Line E)by the Equiva(ent Pipe Length (line F)and divide by 100.
Supply Friction Loss=
3.32 ft per100ft X 181.3 ft � 100 = 6.0 ft
H• Total Head requirement is the sum of the Elevation Difference (line A),the Disiribution Head loss(Line B),Additional Head Loss(Line C),and the
Supply Friction Loss(Line G)
29.0 ft + 5.0 ft + ��ft + b.0 ft = 40.0 ft
3. PUMP SEIECTION
A pump must be setected to deliver at least 36.0 GPM(Line 1 or Line 2)with at least 4Q.Q feet of total head.
Comments:
_ __ _ _
_ ___.
__ ___ _
Loqs of Soil Borinqs
License#810
Location or Project: 125 Kintyre Lane
�orings made by: Rusty Olson's Soi1 and Perc testing 10J20/2005
rlassification System: AASH� ; USDS�USDS-SCS X ; Unified ;Other
Auger used(check two): Hand_X_, or Power , Flight, Bucket or Probe K
Boring Number_1_Surface elevation_1047.5_ Mottied Soii at 1.7 feet
t�"-6"Dark brown foam 10yr3l2 H20 present at X
6"-14"Brown loam 10yr4/4
14"-20" Brown loam 10yr5/4
20"-30" Rusty brown loam 10yrf14
Boring Number_2_Surface eleva#ion_1047.5_ Mottled Soil at 2.5 feet
0"-16"Dark brown loam 10yr3J2 H20 present at X
16"-26"Brown loam 10yr4/4
26"-3Q" Brown loam 10yr5/4
30"-36" Rusty brown loam to ciay loam 10yr5/3
Boring Number_3_Surface Elevation_1044.0 Mottied Soil at 1.8 feet
0"-8" Dark brown loam 10yr3/2 H2� present at_X_
8"-22"Brown loam 10yr4/4
22"-30" Rusty brown loam 10yr5/3
Boring Number 4_SurFace Elevation_1044.0 Mottled Soii at 1.7 feet
0"-8"Dark brown loam 10yr3/2 H20 present at_X_
8"-20"Brown ioam 10yr414
2Q"-30" Rusty brown loam to ciay loam 10yr5/3
Boring Number 5_Surface elevation_1046.5_ Mottled Soil at 1.7 feet
0"-8" Dark brown loam 10yr3/2 F{20 present at X_
8"-20"Brown loam 10yr4/4 —
20"-30" Rusty brown loam to clay loam 10yr5/3
Boring Number 6_Surface e(evation_1041.9_ Mottled Soil at 2.1 feet
0"-8"Dark brown loam 1�yr'3/2 H20 present at X_
8"-16"Brown loam 10yr4/4
16"-26" Brown loam 10yr5/4
26"-30" Rusty brown loam 10yr5/3
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Oison's Perc. starting at 8:23 A.M. On 10/29/05
Loca#ion: Proposed Lot 3, Block 1 Mackinnon HiA
Hole number:1
Date hole was prepared: 10/28/05
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches So'si texture
0-12" Dark brown loam 10yr3/2
Method of scratching side wa11: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water fiNing 10/28/05 At 1:00 P.M. depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
8:41 9:11 6" 3.5 8.5
9:18 9:48 6" 32 9.3
10:05 10:35 6" 3.2 9.3
AVERAGE PERC. RATE 9.Q MPI
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 8:23 A.M. On 10I29/05
Location: Proposed Lot 3, 8lock 1 Mackinnon Hill
Hole number:2
Date hole was prepared: 10/28/05
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-12" Dark brown loam 10yr3/2
Method of scratching side wa11: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling i0/28/05 At 1:00 P.M. depth of ini6al water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at ieast 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
8:42 9:12 6" 4.5 6.6
9:17 9:47 6" 4.3 7.0
10:06 10:36 6" 4.2 7.1
AVERAGE PERC. RATE 6.9 MPI
Percolation Test Data Sheet
Lic.#810
Percola#ion#est readings made by: Rusty Olson's Perc. starting at 8:23 A.M.On 10/29/05
Location: Proposed Lot 3, Block 1 Mackinnon Hiii
tiole number:3
Date hole was prepared: 10/28/05
Depth of hoie bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Oepth, inches Soil texture
0-12" Darlc brown loam 10yr312
Method of scratching side waA: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 10/28/05 At 1:00 P.M. depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for a#least 4 hours Automa6c Siphon
Maximum water depth abave hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
8:43 9:13 6" 3.7 8.1
9:16 9:46 6" 3.5 8.5
10:07 10:37 6" 3.5 8.5
AVERAGE PERC. RATE 8.3 MPI
_ __ __ _
.
Percolation Test Data Sheet
Lic.#$10
Percolation test readings made by: Rusty 01son's Perc. starting at 8:23 A.M. On 10/29/05
Location: Proposed Lot 3, Block 1 Mackinnon Hill
Hole number.4
Date hole was prepared: i0/28J05
Depth of hote bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-12" Dark brown loam 10yr3/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 10/28/05 At 1:00 P.M. depth of initial water filling 12 inches
above hoie bottom.
Nlethod used to maintain at least 12 inches of water depth in hoie for at least 4 hours Automatic Siphon
Maximum water dep#h above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
8:44 9:14 6" 4.8 6.2
9:15 9:45 6" 4.7 6.4
10:08 10:38 6" 4.6 6.5
AVERAGE PERC. RATE 6.4 MPi
' � UNIVERSITY ��-�-
OF MINNESOTA
_ �•��,
Septic System Management Plan � �
for Above Grade Systems
The goal of a septic system is to protect human health and the environment by properly treating
wastewater before returning it to the environment. Your septic system is designed to kill harmful
organisms and remove pollutants before the water is recycled back into our lakes, streams and
groundwater.
This management plan will identify the operation and maintenance activities necessary to ensure long-
term performance of your septic system. Some of these activities must be performed by you, the
homeowner. Other tasks must be performed by a licensed septic maintainer or service provider.
However, it is YOUR responsibility to make sure all tasks get accomplished in a timely manner.
The University of Minnesota's Septic System Owner's Guide contains additional tips and
recommendations designed to extend the effective life of your system and save you money over time.
Proper septic system design, installation, operation and maintenance means safe and clean water!
Property Owner Gonyea Homes
Prope►�y aaaCess 125 Kintyre Lane Property ID 3211823430017
system Designer Joseph J. Olsort Phone 763-498-8779
system installer Hayes & Sons Contracting Phone 763-479-1762
Service Provider/Maintainer TBD Phone
Permitting Authority City of Orono Andrew Mack, AICP Phone 952-249-4626
Permit# 2O�4-�O8a Date Inspected
Keep this Management Plan with your Septic System Otivner's Guide. The Septic System Owner's Guide
includes a folder designed to hold maintenance records including pumping, inspection and evaluation
reports. Ask your septic professional to also:
• Attach permit information, designer drawings and as-builts of your system, if they are available.
• Keep copies of all pumping records and other maintenance and repair invoices with this document.
• Review this document with your maintenance professional at each visit;discuss any changes in product
use, activities or water-use appliances.
For a copy of the Septic System ON�ner's Guide,call 1-800-876-8636 or go to http://shop.extension.umn.edu/
http://s ept i c.umn.e du
Version 11/03/2010
- 1 -
� ' � UNIVERSITY Septic System ManagementPlan
for Above Grade Systems
OF MINNESOTA _ - ,.
Your Septic System
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Septic System Specifics
� System is subject to operating permit*
System Type:�. IQII�IIIoIV*�V* � System uses UV disinfection unit*
(Based on MN Rules Chapter 7080.2200—2400) Type of advanced treatment unit
*Additional Management Plan required
Dwelling Type Well Construction
Number of bedrooms: 5 Well depth(ft):
System capacity/design flow(gpd): 750 �Cased well Casing depth:
Anticipated average dai�y flow(gpd): 750 �Other(specify):
Comments Distance from septic(ft):
Business? What type? Is the well on the design drawing?OY O N
Septic Tank
One tank Tank volume: gallons � Pump Tank �30o gallons
Does tank have two compartments?oY Q• N ❑ Effluent Pump make/model:
� Two tanks Tank volume: 1300 gallons Pump capacity � hp• GPM
❑ Tank is constructed of TDH Feet of head
Effluent Screen rype: ❑ Alarm location top of tank
Soil Treatment Area(STA)
Mound/At-Grade area(width x length): 37 ft x 89 ft Cleanouts or inspection ports
Rock bed size(width x length): 10 ft x 63 ft Surface water diversions
Location of additional STA: See drawing Additional STA not available
- 2 -
� � UNIVERSITY Septic System ManagementPlan
for Above Grade Systems �;
OF MINNESOTA
Homeowner Management Tasks
These operation and maintenance activities are your responsibility. Use the chart on page 6 to track
your activities.
Identify the service intervals recommended by your system designer and your local government.
The tank assessment for your system will be the shortest interval of these three intervals. Your
pumper/maintainer will determine if your tank needs to be pumped.
System Designer: check every � months
My tank needs to be checked
Local Government: check every 36 months
State Requirement: check every 36 months every 24 months
Seasonally or several times per year
• Leaks. Check(listen,look)for leaks in toilets and dripping faucets. Repair leaks promptly.
• Surfacing sewage. Regularly check for wet or spongy soil around your soil treatment area. If
surfaced sewage or strong odors are not corrected by pumping the tank or fixing broken caps, call
your service professional. Untreated sewage may make humans and animals sick.
• Alarms. Alarms signal when there is a problem; contact your maintainer any time the alarm
signals.
• Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. Consider
adding one after washing machine.
• Effluent screen. If you do not have one, consider having one added the next time the tank is
cleaned.
Annually
• Water usage rate. A water meter can be used to monitor your average daily water use. Compare
your water usage rate to the design flow of your system (listed on the next page). Contact your
septic professional if your average daily flow over the course of a month exceeds 70% of the
design flow for your system.
• Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least
every fall.Fix or replace damaged caps before winter to help prevent freezing issues.
• Water conditioning devices. See Page 5 for a list of devices. When possible,program the recharge
frequency based on water demand (gallons) rather than time (days). Recharging too frequently
may negatively impact your septic system.
• Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any
major changes with your pumper/maintainer.
During each visit by a pumper/maintainer
• Ask if your pumper/maintainer is licensed in Minnesota.
• Make sure that your pumper/maintainer services the tank through the manhole. (NOT though a 4"
or 6"diameter inspection port.)
• Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4.
- 3 -
UN I VERS ITY Septic System Management Plan
for Above Grade Systems
OF MINNESOTA
Professional Management Tasks
These are the operation and maintenance activities that a pumper/maintainer performs to help ensure
long-term performance of your system. Professionals shoudd refer to the O/M Manual for detailed
checklists for tanks,pumps, alarms and other components. Call 800-322-8642 for more details.
. Written record provided to homeowner after each visit.
Plumbing/Source of Wastewater
• Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in
water use and the impact those changes may have on the septic system.
• Review water usage rates(if available)with homeowner.
Septic TanWPump Tanks
• Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate
the riser cover for frost protection.
. Liquid level. Check to make sure the tank is not leaking. The liyuid level should be level with the
bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may
not be watertight. If the water level is higher than the bottom of the outlet pipe of the tank, the
effluent screen may need cleaning,or there may be ponding in the drainfield.)
. Inspection pipes.Replace damaged caps.
. Baffles. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear
of buildup or obstructions.
• Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation.
Recommend retrofitted installation if one is not present.
. Alarm. Verify that the alarm works.
• Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank,
pump if needed.
Pump
. Pump and controls. Check to make sure the pump and controls are operating correctly.
. Pump vault. Check to make sure it is in place;clean per manufacturer recommendations.
. Alarm. Verify that the alarm works.
. Drainback. Check to make sure it is operating properly.
. Event counter or run time. Check to see if there is an event counter or run time log for the pump.
If there is one, calculate the water usage rate and compare to the anticipated average daily flow
listed on Page 2.
Soil Treatment Area
. Inspection pipes. Check to make sure they are properly capped.Replace caps that are damaged.
• Surfacing of effluent. Check for surfaced effluent or other signs of problems.
• Lateral flushing. Check lateral distribution; if cleanouts exist,flush and clean as needed.
. Ponding. Check for ponding. Excessive ponding in at-grade and mound beds indicates
problems.
All other components—inspect as listed here:
-4 -
, � ,
UNIVERSITY Septic System Management Plan
for Above Grade Systems �'
OF MINNESOTA
Water-Use Appliances and
Equipment in the Home
Appliance Impacts on System Management Tips
• Uses additional water. • Use of a garbage disposal is not recommended.
• Adds solids to the tank. • Minimize garbage disposal use.Compost instead.
Garbage disposal . Finely-ground solids may not settle. • To prevent solids from exiting the tank,have your
Unsettled solids can exit the tank tank pumped more frequently.
and enter the soil treatment area. . Add an effluent screen to your tank.
. Washing several loads on one day • Choose a front-loader or water-saving top-loader,
uses a lot of water and may overload these units use less water than older models.
your system. . Limit the addition of extra solids to your tank by
• Overloading your system may using a liquid or easily biodegradable detergents.
Washing machine Prevent solids from settling out in . Install a ling filter after the washer and an effluent
the tank.Unsettled solids can exit screen on your tank.
the tank and enter the soil treatment , Wash only full loads.
area. . Limit use of bleach-based detergents.
• Think even—spread your laundry loads
throughout the week.
• The rapid speed of water entering • Install an effluent screen in the septic tank to
2"a floor laundry the tank may reduce performance. prevent the release of excessive solids to the soil
treatment area.
• Be sure that you have adequate tank capacity.
• Powdered and/or high-phosphorus • Use gel detergents. Powdered detergents may add
detergents can negatively impact the solids to the tank.
Dishwasher performance of your tank and soil . Use detergents that are low or no-phosphorus.
treatment area. . Wash only full loads.
• New models promote"no scraping". . Scrape your dishes anyways to keep undigested
They have a garbage disposal inside. solids out of your septic system.
. Finely-ground solids may not settle. • Expand septic tank capacity by a factor of 1.5.
Grinder pump(in Unsettled solids can exit the tank . Include pump monitoring in your maintenance
home) and enter the soil treatment area. schedule to ensure that it is working properly.
• Add an effluent screen.
• Large volume of water may • Avoid using other water-use appliances at the
Large bathtub overload your system. same time.For example,don't wash clothes and
(whirlpool) • Heavy use of bath oils and soaps can take a bath at the same time.
impact biological activity in your • Use oils,soaps,and cleaners in the bath or shower
tank and soil treatment area. sparingly.
Clean Water Uses Impacts on System Management Tips
High-efficiency • Drip may result in frozen pipes • Re-route water into a sump pump or directly out
furnace during cold weather. of the house.Do not route furnace recharge to
your septic system.
• Salt in recharge water may affect • These sources produce water that is not sewage
Water softener system performance. and should not go into your septic system.
Iron filter . Recharge water may hydraulically • Reroute water from these sources to another
Reverse osmosis overload the system. outlet,such as a dry well,draintile or old
drainfield.
• Water from these sources will likely • When replacing consider using a demand-based
Surface drainage overload the system, recharge vs.a time-based recharge.
Footing drains . Check valves to ensure proper operation;have
unit serviced per manufacturer directions
- 5 -
UNIVERSITY Septic Syste�n Management Plan ��� '
for Above Grade Systems
OF MINNESOTA K�`�'
-,�.�,��
Maintenance Log
Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4.
Activity Date accomplished
Check frequently:
Leaks: check for plumbing leaks
Soil treatment area check for surfacing
Lint filter: check, clean if needed
Effluent screen: if owner-maintained
Check annually:
Water usage rate(monitor frequency_�
Caps: inspect, replace if needed
Water use appliances—review use
Other:
Notes:
Mitigation/corrective action plan:
"As the owner of this SSTS, I understand it is my responsibility to properly operate and maintain
the sewage treatment system on this property, utilizing the Management Plan. If requirements in
this Management Plan are not met, I will promptly notify the permitting authority and take
necessary corrective actions. If I have a new system, I agree to adequately protect the reserve
area for future use as a soil treatment system."
Property Owner Signature: Date
Management Plan Prepared By• �OS@�JII �. D�SOII Certification # �255
Permittin Autnor�c : City of Orono - Andrew Mack #8922
02010 Regents of the University of Minnesota. AII rights reserved. The University of Minnesota is an equal opportunity educator and employer.
This material is available in altemative formats upon request. Contact the Water Resources Center,612-624-9282. The Onsite Sewage
Treatment Program is delivered by the University of Minnesota Extension Service and the University of Minnesota Water Resources Center.
- 6 -
UNIVERSITY - '�
OF MINNESOTA
���
Septic System Management Plan
for Above Grade Systems
The goal of a septic system is to protect human health and the environment by properly treating
wastewater before returning it to the environment. Your septic system is designed to kill harmful
organisms and remove pollutants before the water is recycled back into our lakes, streams and
groundwater.
This management plan will identify the operation and maintenance activities necessary to ensure long-
term performance of your septic system. Some of these activities must be performed by you, the
homeowner. Other tasks must be performed by a licensed septic maintainer or service provider.
However, it is YOUR responsibility to make sure all tasks get accomplished in a timely manner.
The University of Minnesota's Septic System Owner's Guide contains additional tips and
recommendations designed to extend the effective life of your system and save you money over time.
Proper septic system design, installation, operation and maintenance means safe and clean water!
Property Owner Gonyea Homes
Property Address 125 Kintyre Lane Property ��3211823430017
System Designer Joseph J. Olson Phone 763-498-8779
system �nstaiier Hayes & Sons Contracting Phone 763-479-1762
Service Provider/Maintainer TBD Phone
Perm�tt�ng aUtnor�ty City of Orono Andrew Mack, AICP Phone 952-249-4626
Permit# 2O�4-�OH� Date Inspected
Keep this Management Plan with your Septic System Owner's Gi ���L Guide
includes a folder designed to hold maintenance records includir uation
reports. Ask your septic professional to also: ��J,hR�
• Attach permit information, designer drawings and as-builts of y�
• Keep copies of all pumping records and other maintenance and � ��� t.
• Review this document with your maintenance professional at eac oduct
use, activities or water-use appliances.
For a copy of the Septic System Owner's Guide,call 1-800-876-8636 o du/
http://s ep t i c.umn.e du
Version 11/03/2010
- l -
U�IIVERSITY Septic System ManagementPlan '
for Above Grade Systems � ;
OF MINNESOTA L
Your Septic System �,,,,�'
D � ' --Cl�anaut
Manhole
,'i i^sDectlo^ppe.-,
.'
�y� �
r
s ��`�' ' . —t�
SepM tmlt � _ --- �' ��.="�r,.�. . __
� __ ' _..:. . . ._
.�t.. .
D -• - - -~.�' - �� ''=�
� , i ml.---'l_--_---�-'� �.
"� _. --- - � - ..�� .����''`-.
�_ _.: _
� ="�+.�: "
neoww. . `.-=�___�i�r„arefa
Lateral deanout.--" P�ce �
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InsOttlna WD!-�- ---, �.����=��.
Topsoil-.-'" . O � O-
V�Wtlon___-- •� '• ' �.r• . '-
:Sud•
r�„��,i,���e,r�.�,�k '
� . _ 4��.rt.�ll.Ut
� . . H2[Ufdf3�'. . . �O�ilf111RXJ(OIIdINtl1-. . .
- . .-Si�l�i�lQSY�OC�G_ - .' _
Septic System Specifics
� System is subject to operating permit*
System Type:�. I�II �IIIQIV*QV* � System uses UV disinfection unit*
(Based on MN Rules Chapter 7080.2200—2400) Type of advanced treatment unit
*Additional Management Plan required
Dwelling Type Well Construction
Number of bedrooms: 5 Well depth(ft):
System capacity/design flow(gpd): 750 � Cased well Casing depth:
Anticipated average daily flow(gpd): 750 � Other(specify):
Comments Distance from septic(ft):
Business? What type? Is the well on the design drawing?QY � N
Septic Tank
One tank Tank volume: gallons � Pump Tank �300 gallons
Does tank have two compartments?QY�N ❑ Effluent Pump make/model:
� Two tanks Tank volume: 1300 gallons Pump capacity � hP• GPM
❑ Tank is constructed of TDH Feet of head
Effluent Screen rype: ❑ Alarm location top of tank
Soil Treatment Area (STA)
Mound/At-Grade area(width x length): 37 ft x$9 ft Cleanouts or inspection ports
Rock bed size(width x length): 10 ft x 63 ft Surface water diversions
Location of additional STA: See drawing Additional STA not available
- 2 -
UN I VERS ITY Septic System Management Plan -
: �
for Above Grade Systems
OF MINNESOTA
'L�.
Homeowner Management Tasks
These operation and maintenance activities are your responsibiliry. Use the chart on page 6 to track
your activities.
Identify the service intervals recommended by your system designer and your local government.
The tank assessment for your system will be the shortest interval of these three intervals. Your
pumper/maintainer will determine if your tank needs to be pumped.
System Designer: check every 0 months
My tank needs to be checked
Local Government: check every 36 months
State Requirement: check every 36 months every 24 months
Seasonally or several times per year
. Leaks. Check(listen, look) for leaks in toilets and dripping faucets. Repair leaks promptly.
• Surfacing sewage. Regularly check for wet or spongy soil around your soil treatment area. If
surfaced sewage or strong odors are not corrected by pumping the tank or fixing broken caps, call
your service professional. Untreated sewage may make humans and animals sick.
• Alarms. Alarms signal when there is a problem; contact your maintainer any time the alarm
signals.
• Lint filter. If you have a lint filter, check for lint buildup and clean when necessary. Consider
adding one after washing machine.
• Effluent screen. If you do not have one, consider having one added the next time the tank is
cleaned.
Annually
• Water usage rate. A water meter can be used to monitar your average daily water use. Compare
your water usage rate to the design flow of your system (listed on the next page). Contact your
septic professional if your average daily flow over the course of a month exceeds 70% of the
design flow for your system.
• Caps. Make sure that all caps and lids are intact and in place. Inspect for damaged caps at least
every fall. Fix or replace damaged caps before winter to help prevent freezing issues.
. Water conditioning devices. See Page 5 for a list of devices. When possible, program the recharge
frequency based on water demand (gallons) rather than time (days). Recharging too frequently
may negatively impact your septic system.
• Review your water usage rate. Review the Water Use Appliance chart on Page 5. Discuss any
major changes with your pumper/maintainer.
During each visit by a pumper/maintainer
. Ask if your pumper/maintainer is licensed in Minnesota.
• Make sure that your pumper/maintainer services the tank through the manhole. (NOT though a 4"
or 6"diameter inspection port.)
• Ask your pumper/maintainer to accomplish the tasks listed on the Professional Tasks on Page 4.
- 3 -
UN I VERS ITY Septic System Management Plan '
for Above Grade Systems '
OF MINNESOTA �
��
Professional Management Tasks
These are the operation and maintenance activities that a pumper/maintainer performs to help ensure
long-term performance of your system. Professionals should refer to the O/M Manual for detailed
checklists for tanks,pumps, alarms and other components. Call 800-322-8642 for more details.
• Written record provided to homeowner after each visit.
Plumbing/Source of Wastewater
• Review the Water Use Appliance Chart on Page 5 with homeowner. Discuss any changes in
water use and the impact those changes may have on the septic system.
• Review water usage rates(if available)with homeowner.
Septic TanWPump Tanks
. Manhole lid. A riser is recommended if the lid is not accessible from the ground surface. Insulate
the riser cover for frost protection.
. Liquid level. Check to make sure the tank is not leaking. The liquid level should be level with the
bottom of the outlet pipe. (If the water level is below the bottom of the outlet pipe, the tank may
not be watertight If the water level is higher than the bottom of the outlet pipe of the tank, the
effluent screen may need cleaning, or there may be ponding in the drainfield.)
• Inspection pipes. Replace damaged caps.
. Baffles. Check to make sure they are in place and attached, and that inlet/outlet baffles are clear
of buildup or obstructions.
• Effluent screen. Check to make sure it is in place; clean per manufacturer recommendation.
Recommend retrofitted installation if one is not present.
. Alarm. Verify that the alarm works.
• Scum and sludge. Measure scum and sludge in each compartment of each septic and pump tank,
pump if needed.
Pump
• Pump and controls. Check to make sure the pump and controls are operating correctly.
• Pump vault. Check to make sure it is in place; clean per manufacturer recommendations.
. Alarm. Verify that the alarm works.
. Drainback. Check to make sure it is operating properly.
• Event counter or run time. Check to see if there is an event counter or run time log for the pump.
If there is one, calculate the water usage rate and compare to the anticipated average daily flow
listed on Page 2.
Soil Treatment Area
. Inspection pipes. Check to make sure they are properly capped. Replace caps that are damaged.
• Surfacing of effluent. Check for surfaced effluent or other signs of problems.
. Lateral flushing. Check lateral distribution; if cleanouts exist, flush and clean as needed.
• Ponding. Check for ponding. Excessive ponding in at-grade and mound beds indicates
problems.
All other components—inspect as listed here:
- 4 -
UNIVERSITY Septic System ManagementPlan '
for Above Grade Systems -' ����`� �
OF MINNESOTA
Water-Use Appliances and �,�"
Equipment in the Home
Appliance Impacts on System Management Tips
• Uses additional water. . Use of a garbage disposal is not recommended.
• Adds solids to the tank. • Minimize garbage disposal use.Compost instead.
Garbage disposal . Finely-ground solids may not settle. • To prevent solids from exiting the tank,have your
Unsettled solids can exit the tank tank pumped more frequently.
and enter the soil treatment area. . Add an effluent screen to your tank.
• Washing several loads on one day • Choose a front-loader or water-saving top-loader,
uses a lot of water and may overload these units use less water than older models.
your system. . Limit the addition of extra solids to your tank by
• Overloading your system may using a liquid or easily biodegradable detergents.
Washing machine Prevent solids from settling out in . Install a ling filter after the washer and an effluent
the tank. Unsettled solids can exit screen on your tank.
the tank and enter the soil treatment � Wash only full foads.
area. . Limit use of bleach-based detergents.
• Think even—spread your laundry loads
throughout the week.
• The rapid speed of water entering . Install an effluent screen in the septic tank to
2"a floor laundry the tank may reduce performance. prevent the release of excessive solids to the soil
treatment area.
• Be sure that you have adequate tank capacity.
• Powdered and/or high-phosphorus • Use gel detergents. Powdered detergents may add
detergents can negatively impact the solids to the tank.
Dishwasher performance of your tank and soil . Use detergents that are low or no-phosphorus.
treatment area. . Wash only full loads.
• New models promote"no scraping". . Scrape your dishes anyways to keep undigested
They have a garbage disposal inside. solids out of your septic system.
. Finely-ground solids may not settle. • Expand septic tank capacity by a factor of 1.5.
Grinder pump(in Unsettled solids can exit the tank . Include pump monitoring in your maintenance
home) and enter the soil treatment area. schedule to ensure that it is working properly.
• Add an effluent screen.
• Large volume of water may • Avoid using other water-use appliances at the
Large bathtub overload your system. same time. For example,don't wash clothes and
(whirlpool) • Heavy use of bath oils and soaps can take a bath at the same time.
impact biological activity in your • Use oils, soaps,and cleaners in the bath or shower
tank and soil treatment area. sparingly.
Clean Water Uses Impacts on System Management Tips
High-efficiency • Drip may result in frozen pipes • Re-route water into a sump pump or directly out
furnace during cold weather. of the house.Do not route furnace recharge to
your septic system.
• Salt in recharge water may affect • These sources produce water that is not sewage
Water sofrener system performance. and should not go into your septic system.
Iron filter . Recharge water may hydraulically . Reroute water from these sources to another
Reverse osmosis overload the system. outlet,such as a dry well,draintile or old
drainfield.
• Water from these sources will likely • When replacing consider using a demand-based
Surface drainage overload the system. recharge vs.a time-based recharge.
Footing drains . Check valves to ensure proper operation;have
unit serviced per manufacturer directions
- 5 -
UNIVERSITY Septic System ManagementPlan � �
for Above Grade Systems ����`
OF MINNESOTA
��
Maintenance Log
Track maintenance activities here for easy reference. See list of management tasks on pages 3 and 4.
Activity Date accomplished
Check frequently:
Leaks: check for plumbing leaks
Soil treatment area check for surfacing
Lint filter: check, clean if needed
Effluent screen: if owner-maintained
Check annually:
Water usage rate (monitor frequency�
Caps: inspect, replace if needed
Water use appliances—review use
Other:
Notes:
Mitigation/corrective action plan:
"As the owner of this SSTS, I understand it is my responsibility to properly operate and maintain
the sewage treatment system on this property, utilizing the Manaqement Plan. If requirements in
this Management Plan are not met, I will promptly notify the permitting authority and take
necessary corrective actions. If I have a new system, I agree to adequately protect the reserve
area for future use as a soil treatment system."
Property Owner Signature: Date
Mana ement Plan Pre ared B : JOSepII J. OIS011 Certification# �Z55
Permittin Autnori : City of Orono - Andrew Mack #8922
�2010 Regents of the University of Minnesota. All rights reserved. The University of Minnesota is an equal opport nity educator and employer.
This material is available in altemative formats upon request. Contact the Water Resouroes Center,612-624-9282. The Onsite Sewage
Treatment Program is delivered by the University of Minnesota Extension Service and the University of Minnesota Water Resources Center.
- 6 -
r -�M�TRO WEST INSPECTION SERVICES, INC. • 763-479-1720
� J ����
ci�r oF �-
WORKSHEET FOR SEWAGE DISPOSAL WORK
Date �� � � /�
Le;�t �, �'-� t�J-r� fi , / �
Inspector � ` �rU Building Permit No. `���`T � � ���
Owner �L y��1-C?���'''��S Fee
Property Address ��-'' 1� �"'���'� Kind of Building 5 r 1,J
Plumbing Contractor-Outside Sewage Disposal � �"� �'� � S✓`�S
Septic Tanks
Material ����-'r"�-'��•�{"�r�l Capacities � ��( J � �
cI'
Proper Outlet & ►nlet? �`� Baffle Plates?
Drain Field: �
Total length of lines ��1 Number of lines �
Type of soil I�IC.�-�'�, Percolation Test �� �' �� t�V�.,
Width of trench ✓ J Type of ' er material � ��L-
(o �r �
Amount of filter material below line �
Depth from top of tile to finished grade �
Check Vents � Check Caulking ✓/
Check Grade in Horizontal Waste Pipes Clean Outs
Tonage or Yards of Filter Material � ` Total Sq. Footage of Drain Field �� ��'
Sand �� � 1� Rock �U J�� �
, �.
Overall Size of Mound System_ _ �L /` �w7 Size of Mound System Rock Filter Material r /Z
Draw detailed diagram to scale with measurements below.
� �,� ��
�
�° �5� C = `f3 � r
�� � �
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� 3 _ � 31
v� � � `� � � ,
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� z � � 3 Z = sw
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�c�` ���-
INSPECTION NOTICE
•� DATE TIME
CITY OF OU� CALLED-IN
SCHEDULED
PERMIT NO. � d G COMPLETED i:��
ADDRESS �✓r ti �c.�
OWNER/CONTR.
❑SITE INSPECTION ❑MECHANICAL RI ❑ REINSPECTION
❑CONC SLABS �MECHANICAL FINAL ❑FOLLOW-UP
❑FOOTING ❑INSULATION ❑COMPLAINT
❑POURED WALL �RATED ASSEMBLY ❑FIREPIACE
❑FOUND.DRAINAGE O BUILDING FINAL SPRINSL ER SYSTEM
❑FRAMING SEPTIC INSTALL�✓� ^�C.Qj�
� ❑SHEATHING �SEPTIC FINAL ❑
❑PLUMBING RI �S&W HOOKUP ❑
� ❑PLUMBING FINAL O GAS LINE MANOMETER ❑
oCOMMENTS: � � .�..s � � s .�/
Q .�✓4w s �. /.4�v e Q�
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� FURTHER CORRECTIONS MAY BE RE(.IUIRED ❑ PERMIT FINALED
� I�WORK SATISFACTORY: PROCEED � PHOTO TAKEN
p ❑ CORRECT WORK&PROCEED
V ❑CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING
❑CORRECT UNSAFE CONDITION IMMEDIATELY.
❑ STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
TO SCHEDULE YOUR INSPECTIONS
PLEASE CALL: (763) 479-1720
Metro West Inspection Services Inc.
Owner/Contr.on s' •
Inspector•
INSPECTION NOTICE
� DATE TIME
CITY OF O R m 4/b CALLED-IN
SCHEDULED
PERMIT NO - 0��8 COMPLETED O1�c�
ADDRESS I.Z,S l��✓ y�e�
OWNER/CONTR.
❑SITE INSPECTION 0 MECHANICAL RI ❑REINSPECTION
❑CONC SLABS ❑MECHANICAL F�NAL ❑FOLLOW-UP
❑FOOTING ❑INSULATION ❑COMPLAINT
❑POURED WALL ❑RATED ASSEMBLY ❑FIREPLACE
❑FOUND.DRAINAGE ❑BUILDING FINAL � ❑SPRINKLER SYSTEM
❑FRAMING p:SEPTIC INSTALL�°' ''�!'❑
� ❑SHEATHING O SEPTIC FINAL ❑
❑PLUMBING RI ❑S&W HOOKUP O
� ❑PLUMBING FINAL ❑GAS LINE MANOMETER ❑
o COMMENTS:
z ,s'��, l•., ,D�.,
Q
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wD. K'� o v.,`,., o�e�.t
_
J
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� FURTHER CORRECTIONS MAY BE RECIUIRED ❑ PERMIT FINALED
W �WORK SATISFACTORY: PROCEED ❑ PHOTO TAKEN
p CORRECT WORK&PROCEED
V ❑CORRECT WORK.CALL FOR REINSPECTION BEFORE COVERING
❑CORRECT UNSAFE CONDITION IMMEDIATELY.
❑ STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
TO SCHEDULE YOUR INSPECTIONS
PLEASE CALL: (763) 479-1720
Metro West Inspection Services Inc.
Owner/Contr. on site: �
Inspector: __ �'�t..._.
� INSPECTION NOTICE
/�/� DATE TIME
CITY OF c'i�'Ga�AJ CALLED-IN
SCHEDULED
PERMIT NO. COMPLETED l� �
ADDRESS l.Zv�- �•v J2�
OWNER/CONTR.
❑SITE INSPECTION ❑MECHANICAL RI ❑REINSPECTION
❑CONC SLABS ❑MECHANICAL FINAL ❑FOLLOW-UP
❑FOOTING ❑INSULATION �COMPLAINT
❑POURED WALL ❑RATED ASSEMBLY ❑FIREPLACE
❑FOUND.DRAINAGE ❑BUILDING FINAL �SPRINKLER SYSTEM
❑FRAMING ❑SEPTIC INSTALL ❑
� ❑SHEATHING �SEPTIC FINAL ❑
� ❑PLUMBING RI �O S&W HOOKUP O
❑PLUMBING FINAL ❑GAS LINE MANOMETER ❑
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� FURTHER CORRECTIONS MAY BE REQUIRED PERMIT FINALED
� ❑WORK SATISFACTORY: PROCEED ❑ PHOTO TAKEN
p ❑CORRECT WORK&PROCEED
V ❑CORRECT WORK. CALL FOR REINSPECTION BEFORE COVERING
0 CORRECT UNSAFE CONDITION IMMEDIATELY.
0 STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
TO SCHEDULE YOUR INSPECTIONS
PLEASE CALL: (763) 479-1720
Metro West Inspection Services Inc.
Owner/Contr. on si •
Inspector•