HomeMy WebLinkAbout2013-01222 - new septic - - CITY OF ORONO
2750 KELLEY PARKWAY * � 0 1 3 - 0 1 z 2 2 *
DATE ISSUED: 1U18/2013
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 180 KINTYRE LA
PIN : 32-118-23-43-0018
LEGAL DESC : KINTYRE TWO
: LOT 1 BLOCK 2
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW �
NOTE: (3)CONCRETE TANKS-(1)- 1300 GALLON AND (2)-1,000 GALLON
MOUND TREATMENT SYSTEM-630 SQ.FT.
APPLICANT SEPTIC NEW 200.00
HAYES& SONS EXC. INC. STATE SURCHARGE SEPTIC 5.00
263 82ND STREET S.E. TOTAL 205.00
MONTROSE,MN 55303-
(763)479-1762 PAID WITH CC# 5293
Minnesota State License#: L640
OWNER
Gonyea Homes
6102 OLSON MEMORIAL HIGHWAY
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 does
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 construction is
suspended for a period of 180 days at any time aftet work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
r
/ / / /
Applicant Permitee Signature Date Issued y ' nature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER HAN DESCRIBED AB
: / / '
O City of Orono FO CI USE ONLY
�1. 1�IO P.o.BoX ss I �D/ DI
2750 Kelley Parkway Date Received:ll � � Permit# � 3 �
Crystal Bay, MN 55323 ��)� Q�
(952)249-4600 Amount: $ '�"'"'J�
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CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Job Site / Owner Information:
Site Address: � � � �'�� �"� ��- �' � �
� y Mailin Address: � �UZ v (�`�` ���'�
Owner: �'��ti t�s- � 9 �,`,�
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C i ty: ���� �v► ��`( �.�ti1 Z i p: S'�"—`�ZZ_
Home Phone: Alternate Phone:
Contractor /Applicant Information:
Contractor/App.: `�t � � w Contact Person: �-�
Address:�� � � �"f S � State License #: �� ` �
City: �7�'f�'S { Zip: 3 �� Expiration Date: / � --�—� `f
, �� ' i
Phone: �� S� " �7� " � 7� L' Alternate Phone: � �Z � � `�S �
TYPES OF OCCUPANCY
1
Residential ❑ Commercial ❑ Other
T PERMfT TYPE AND FEES
��-
New or Replacement System $200.00 � �
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge 5.00 5.00
Total �
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W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc
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I will be installing the following:
T ks
Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks: C�� ��(� ( � ' `� _
Treatment System
Trenches s.f.
� Mound r � s.f.
Gravel less s.f.
Chamber s.f.
NOTE: The contractor is required to provide an As-Built of the system before the
�nal inspection.
The undersigned hereby applies to the City of Orono for issuance of a septic system
installation permit, agrees to do all the work in strict accordance with ordinances of the City
and regulations of the State of Minnesota and certifies that all statements made on this
application are complete true a d correct.
Signature of Applicant R�M� �Date: � ( ����' � �
MPCA License No.: � � � �
Staff Review: �Accept ❑ Denied
Reviewer: /� �(� ��1:� �ate: � �— l8 13
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Reason for Denial:
Comments (to be printed on inspection card):
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rz� {���S�e — C �F-�c- -y-��. � ��' f3A�e
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CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
��x������ #� �.. #� �a� �, ; ��.,.
1. Applications for septic system permits may be mailed or submitted in person at the City
offices; however, permits will not be mailed out. The permit must be picked up in person at
the City offices and work must not begin unless the permit card is on the job site.
*** DO NOT MAIL PAYMENT WITH THIS APPLICATION ***
2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency
(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design.
4. The following inspections will be required for all septic systems:
A. Tank installation prior to covering.
B. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up, but prior to sand placement (sand must be jar tested for silt content) and
again during pressure distribution piping installation in the rock bed.
C. Final inspection to verify final cover depths and to verify that all pump station (where
required) components are functional and comply with codes.
5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present
during alf inspections.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc
3 / 2
METRO WEST INSPECTION SERVICES, INC. • 763-479-1720
BOX 248 • LORETTO, MN 55357
CITY OF � �—l7��
WORKSHEET FOR SEWAGE DISPOSAL WORK
Date /l— Z S� ( 3
Inspector � r��:,� �� Building Permit No. 2O L 3 � o� Z Z-Z--
Owner � a cti��-�-
Property Address �..���C�v�.-�-�+r�- L-�4-1n.Q,.
Kind of Buiiding_ S��
SSTS Installer 1��4w�S Q S o '�'LS License#
Septic Tanks
Material ,fiF✓ 7n, Number of Tanks��
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Size U�--
Drain Field:
e
Total length of lines �D � Number of lines �
Type of soil /� Lt��'r , Percolation Test �o �M 11�Gfj
Width of trench Type of filter material �n �..b vf L
Size of Rock Bed l o x +�3 Size of Absorption Area �'l.3 ��$�'J �
Draw detailed diagram with measurements indicating distances to septic tank risers from a
permanent structure.
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MinnesotaPollution OSTP Design Summary Worksheet UNIVERSITY
Co�trol Agency �F MINNESOTA `'_�,:-�,:
Property Owner/Clienk Gonyea Homes Project ID:�v 12.08.06
Site Address: 180 Kintye Lane,Orono,MN. Date: 7/12l13
1. DESiGN FLOW AND TANKS
A. Design Flow: 750 Gallons Per Day(GPD) Note: The estimated desfgn f(ow is considered a peak flow rate
including a sajety foctor.For long term performance,the averaqe
B. Septic Tanks: dai(y flow is recommended to be<(p%of this value.
Minimum Code Required Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments �
Recommended Septic Tank Capacity: 2250 Gallons,in �Tanks or Compartments
Effluent Screen&Atarm?
C. Holding Tanks Only:
Number of Holding Tanks: � Total Volume of Holding Tanks:�Galtons
Type of High Level Alarm: �
D. Pump Tank i Capacity: 1000 Gallons Pump Tonk 2 Capacity: �Galloris
2. SYSTEM TYPE
Type of Soll Treadnent and Dispersal Ar�' Type pf p�stributlon*
O T�+ O� OO Mwnd Q ac�d�
Q DrIP Q Fb�dkn Tank Q�°vny Distribulio� �Prcsw�e Distribution-I.evd Q Pressurc Distribution-Unkvd
9 Q Otlier:�
*Selection Required Benchmark Elev=�ft
System Type Benchmark Location: �
❑p T 1 p Type 11 Q Type 111 Type of Distribution Media:
ype ❑Type IV �Type V rock
3. SITE EVALUATION:
A. Depth to Limiting Layer: 14 in 1.2 ft Elevation £t l.ocation of Limiting Layer: �ft
B• Minimum required separation: 36 in 3.0 ft Location:
B. Measured Percen[Lond 5lope: 12.0 % 0.0 Code Maximum Depth of System: -22 in`
C. Soil Texture: � Loam Perc Rate: 32 MPI •if vatue is negattve a mound�required
D. Soil Hydraulic Loading Rate: 0.50 GPD/ftZ E.Contour Loadi�g Rate 12.0 Gal/ft
4. DESIGN SUMMARY
Trench Design Summary
Dispersal Area�ft� Sidewatl Depth��n Trench Width��n
Totat Lineal Feet�ft Number of Trenches� Code Maximum Trench Depth�in
Des9gners Max Trench Depth�in
Bed Design Summary
Absorption Area�ftz Media Betow Pipe�in Code Maximum Bed Depth�in
Bed Width�ft Bed Length�ft Designers Max Bed Depth�in
Mound Design Summary
Absorption Area 1512 ftZ Bed Length 63 ft Bed Width 10.0 ft
Absorptlon Width 24.0 ft Clean Sand Lift �,g ft Bertn Width (slope 0-1%)�ft
Upslope Berm Width 10.4 ft Downslope Berm Width 38.7 ft Endslope Berm Width 15.1 ft
Total System Length 93,2 ft Total System Width 59.1 ft
`���^r.
Minnesota Pollution OSTP Design Summary Worksheet UNIVERSITY
Ccntro!Agency OF MiNNESOTA :��•,,.:
At-Grade Design Summary
Absorption eed Width�ft Absorption Bed Length�ft System Height�ft
Absorption Bed Area�ft2 Upslope Berm Width�ft Downs(ope Berm Width�ft
Endslope Berm Width�ft System Length�ft System Width�ft
Level Pressure Distribution Summary
No.of Perforated Laterals� Perforation Spacing�ft Perforation Diameter 7/32 in
Lateral Diameter 2•� in Supply Pipe Diameter 2.00 in Minimum Dose Volume 124 gal
Flow Rate 36.0 GPM Totat Head 16 ft Maximum Dose Votume 187.5 gal
5, Additional Info for Type IV/Pretreatment Design
A. Calcufate the organic loadinq using option 1 or 2
1. Organic Loading =Pounds of BOD X Units
�lbs/day X � _ �lbs BOD/day
2. Orgvnic Loadfing to Pretreatment Unit =Design Flow X Estimoted BOD in mg/L in the effluent X 8.35=1,000,000
�gpd X �mg/L X 8.35:1,000,000= �tbs BOD/day
B. Type of Pretreatment Unit Being Installed:
C. Calculate Soi(Treatment System Orgnnic Loading: lbs.BOD/day+Bottom Area =lbslday/ft2
�lbslday:- �ft2= �lbs/day/ftZ
Comments/Special Design Considerations:
I hereby certify that i have completed this work in accordance with all appliwble ordinances,rules and laws.
(Designer) (Signature) (liceme#) (Date)
�� OSTP Mound Design Worksheet
Minnesota Poltution p UNIVERSITY
Cantrol Agency >1 / Slope OF MINNESOTA ;,��.,�
1. SYSTEM SIZING: Project ID: v 12.08.Ob
A.Deslgn F(ow: 750 GPD TABLE IX�
B. Soil Loading Rnte: 0.50 GPDlft2 LOADRIG RA7E5 FOR DEfERMINING BOTTOM ABSORPTIQN.RREA
AND,ABSORPTION RATIOS USING PERGQLATION tESTS
C.Depth,to Limiting Condition: 1.2 ft 7YeatmeM Levai C TreatmeM Lavei A,�.z,s�
D.Percent Lnnd 5(ope': 12.0 % va*�w�a+asu "�O" M,u„e 14bS0f�O" ue„n,a
(MPt) Arn Loadir� Abrorption ��O� AbwrpNon
E. Design Media Loading Rate: 1.2 GPD/ftZ ��1� �° ��a� �°
F.Mound Absorptlon Ratio(Table IXa): 2.40 �m.s - � - �
G.Design Contour Loading Rate: 12.0 GPD/ft
Eo.+ro s is � �.e �
o.�w s�rme sana
T�p� iantl Ioa fine sa a.6 2 1 1.6
A101tt�9 CONYOUR LOhDtMG RATES: fi,018 0.78 1.5 1 1.8
_ __
�� ' ,����-�� CoMour �s to 30 0.8 2 4.78 2
�� � ���P�+'+� � i3;to 45 0.8 2.4 0.78 2
i4B to 80 0.45 2.6 0.8 2.8
s60rt�si 1.8,1.3,2.Q,2.a,2.6 w12
6�to s20 . 6 0.3 S.S
51-tZOmpi tMt 5.Q st2 >12D - - - -
>�2o mpr• �5_0' sb• "Systems with these values are not Type I systems. Contour Loadi�g Rate(linear
loading rate)is a recommended value.
2. DISPERSAL MEDIA SIZING
A. Calculate Required Dispersa(Bed Area:Design Flow (t.A)=Design Medio Loading Rote (1.E)=ft2
If a larger dispersal media area �� GPD� 1.20 GPD/ftZ = 625 ft�
is desired,enter size: 630 ftZ
B. Catculate Disperwf Bed Width:Contour Loading Rate (t.G}+Design Media Loadinq Rate (1.E)=Bed Width
12.0 ft : 1.2 gpd/ftZ = 10 ft
C. Calculate Disperso(Bed Length: Dispersol Bed Area (2.A)=Bed Width (2.B)=Bed Length
630 ft2 + 1 Q ft = 63 ft
D. Enter D�sperwl Media: rock
E. If using a registered product,enter the Component Length: ��in=. 12 = �ft
F. If using a registered product,enter the Component Width: �in= 12 = �ft
G.Number of Components per Row=Bed Length (2.C)divided by Component Length (4.J)(Round up)
� ft : � ft= ��components/row
H. Num6er of Rows =Bed Width (2.6)divided by Component Width (4.K)(Round up)
Adj�t Contour Looding Rote on Desfgn Summary page unti(this number is a whole number. Note:CLR of 10.8 gvl/ft results in 9 foot wide 6ed.
� ft: � ft= � raws
�, Tota!Num6er of Components =Number of Components per Row X Number of Rows
� X � _ �components
3. ABSORPTION AREA SIZING �
Note:Mound setbacks are meawred from the Absorption Area.
A. Calcutate Absorption Width:Bed Width (2.8)X Mound Absorption Ratio (t.F)=Absorption Width
10.0 ft X 2.4 = 24.0 ft
B. For slopes>1%,the Absorption Width is measured downhill from the upslope edge of the Bed.
Calculate Downslope Absorption Width:Absorptfion Width (3.A)-Bed Width (2.6)=ft
24.0 ft - 10.0 ft = 14.0 ft
4. MOUND SIZING
A. Calculate C(ean Sand Llft: 3 feet minus Depth to Lfmiting Condition (1.C)=C(ean Snnd Lift (t ft minimum)
3.0 ft - 1.2 ft = 1.8 ft Design Sand Lift(optional): �1.8
B. Calculate Upslope Heiqht:Cleon Sond Lift (4.A)+medla depth +cover (1 ft.)=Ups(ope Height
1.8 ft + 1.0 ft + 1.0 ft= 3.8 ft
D-34,Sto�x Multi�lirr T�ie
�510p��, 0 t 2 # � i 6 7 6 9 10 fl 1Z Y3 1� iS 16 17 1! 14 29 21 23 t7 2� 25,'
UQS��P E 3:1 3.iq 2,41 2.�3 1.75 2.66 3.b1 2,5�i.AB 2.d2 2.3b I.31 2.26 2.21 2�7 2.13 Z�i Z05 2.03 2.06 1.97 5.95 1.93 1.9t t,$4 1.8t t.$5
$emt Rdt?���:t d:40 3.85 3.70 3.57�.�5 3.33 3:'�3.12 3.03 2.44 1.�2.78 1.7fl I.bI 2.55 2.16 2.�t 2.?i 2.T9' 2:23 3.IE i.i3 2:�6 2.�3 i�98 f.�3
LdMf5�96 4 f 2 3 t S b J ¢ 9 i9` t1 Il 13 II �5 tb 17 I! t� � ti I2 23 Ii 15.
_
(3bW1YilOp2 �3:1 3.0!!3.Q�1 3.14 3.3D 3.tt 3.53 3.56 3.8d 3.45�f.11 d,29 9.d8 d.64�1,4ia 5.2A 5.i5 S.SH d.2d b.b3 7.t� 1.d7 7.93 S.d2 8.43 9,d6 1s1.Ot
Serm Rai',o �:t d.p�4tl�.���,5��:I6 5:4�5,26 5.56 5;86 6.�5 d.b7 7;1��.bf 8:�9 8.92 9:57 tb19 t�.�d it.d7 t2.a�'1�;19 i1.f� t�;ST 95.b�1b:5�it;d�
Select Upslope Berm Multiplier
�' (based on tand slope): 2.70 (figure D-34)
D. Catculate Upslope Berm Width:Muttiplier (4.C)X Upslope Mound Height (4.6)=Upslope Berm Width
2.70 ft X 3.8 ft = 10.4 ft
E. Calcu(ate Drop in Elevat�on Under Bed:Bed Width (2.B) X Lond S(ope (1.D)=100=Drop (ft)
10.0 ft X 12.0 % :- 100= 1.20 ft
F. Calcutate Downslope Mound Height:Upslope Height (4.B)+Drop in Elevatlon (4.E)=Downslope Heighi
3.8 ft + 1.20 ft = 5.0 ft
� Select Downslope Berm Multiplter
(based on land stope): 7.69 (figure D-34)
H.Calculate Downs(ope Berm Width:Mu(tiplier (4.G)X Downs(ope Heiqht (4.F)=Downslope Berm W1dth
7.69 x 5.0 ft = 38.7 ft
I. Calcutate Minimum Berm to Cover Absorpiion Are4:Downs(ope Absorption Width (3.6 or 3.C)+4 ft.=ft
14.0 ft + � ft - 18.0 ft
J. Deslgn Downslope Berm =greater of 4H and 41: 38.7 ft
K. Select Ends(ope Berm Multiplier: 3.00 (usually 3.0 or 4.0)
L. Catculate Endslope Berm (4.K)X Downslope Mound Height (4.F)=Endslope Berm Width
3.00 ft X 5.0 ft = 15.1 ft
M.Catculate Mound Width:Upslope Berm Width(4.D)+Bed W1dth (2.B)+Downslope Berm Width (4.J)=ft
. 10.4 ft + 10.0 ft + 38.7 ft = 59.1 ft
N. Calculate Mound Length:Endslope 8erm Width (4.L)+Bed Length (2.C)+Endslope Berm Width (4.L)=ft
15.1 ft + 63.0 ft + 15.1 ft = 93.2 ft
Comments-
5. MOUND DIMENSIONS
�- ,• Upstope (4.D) ------------ -------- �.
� � ,
,° �o.a �
t i
� ,
� i
� Endslo e(4.Lj aispersal Bed: {2.B x 2.C) -� �ndsto e 4.L
� a __--*—_
� ;15.1 t0 � 63 � ��'r�
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� a i
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,
�r `� Dawnslope {4.J)
,
, ,
�-' '�------------------------------------- -------__� ,
t`–'
38.7
Totat Mound Len th 4.N g��z
4"inspection pipe
18"cover on top
U sto e berm (4.D► Downsto e t�e�m i4.J 38.7
10.4
�12"cover on sides
{b"tapsail)
�•$ Ctean sand lift (4.A)
. �.2 � £3e��1; to Li��iting t't.C)
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L,'sriiLir��C:;�nc��t���� _..._._........_._.._.....__._._.___..__._
_ _..�..._.....__.___
Ab�or tion Width (3.A� "- ����------- -
Note: ' 24.0
Far 0 to 1%stopes,Ahsorption�dth is measur from the Bedequatly i�both directions.
Far siopes>1%,Absorption Width is measured downhitl from the upstope edge of the Bed.
�� � OSTP Pressure Distribution
Minnesota Pollution UNIVERSITY
ControlAgency Design Worksheet OF l�INNESOTA '=��-,�
ProjectlD: v 12.08.06
1. Media Bed Width: 10 ft
2. Minimum Number of Laterals in system/zone=[(Media Bed Width(Line1)-4):3] +1 round up to the neareast whote number+1.
( 10 -4)+1 = , �laterals
3. Designer Selected IVumber of Latera(s: �laterals
Cannot be less than llne 2(acceat!n at-Qrades) _ ----
���N �
4. Select Perforation SpQcing: 3.0 ft - �, � : ;-==r =
�� .,r: ,�... ta;,,, r �-� . 3ay..�.. 1 -.�-�.4�.
'.. �r `.: .��x Stl�COVM � _ '
5. Select Per oration D�ameter S�ze: 7/32 �n � M„� �o�-
� - �. �nrrlaac o r..slwuv4�awirr�� iT 2^.,6f,�ocYs �`'1 X
6. Lenyth of Loterals =Media Bed Length-2 Feet. «�.'ur„�k `
� H!riwatlan slr.+�g:`k"[o`!.' PM'wa�ihn sM inq:7'to 3• .
63 - 2ft = 61 ft Perforation can not be closer then 1 foot from edge.
� Determine the Number of Perforation Spaces. Divide the Length of Laterals (Line 6)by the Perforatfon Spacfng (Line 4)and
round down to the nearest whole number.
Number oj Perforatlon Spaces = 61 ft .- �ft = 20 Spaces
Number of Perforations per Latera( is equal to 1.0 plus the Number of Perforation Spaces (Line 7). Check tabte below to verify the
8' number of perforations per lateral guarantees less than a 10%discharge variation. The vatue is double with a center manifold.
Perforntions Per Laterai = 20 Spaces + 1 = 21 Perfs. Per Lateral
' �r t�P�r�t P�r t.aC�r�t ta G��449f �f�
d,� P aticns 71��h Pc�for�
P�ot����Frety �t��er(Nxh�s� Pe�c�a�on 5pati� ��'����
i ti� 1�h 2 � �Fee#� f _iib 1'� �2 _.�
g 10 13 1� � �t! 2 ti _ 1� 2f 34 I�
2� $ 12 1� 28 ri �Yr #� 14 � 32 f�!
� � t1 t� � S3 3 9 14 f�! � 60
3Jib t�ch P�forat�ns 1!�lnrh P�€�
P�#o��#�on�{F�et� ����� Per�t�rat�cn S�ci� �����s�
t ili 1�t 2 3 �F�� 1 1�i tYt � 3
2 12 i� ti � 87 2 2t 33 �N 7� 14!�
Z3� 12 17 2� � � 2�h �� �f 41 �9 {35
3 13 t6 22 3? 7� 3 � 19 3d 64 128
9• Total Number of Perforations equals the Number of Perforations per Latera! (Line 8)multiplied by the Number of
Perforated Lotera(s (Line 3).
21 Perf. Per Lateral X �Number of Perf. Laterals = 63 Total Number of Perf.
10. Select Type of Monifold Connection (End or Center): [�] end ❑ Center
11. Select Latera(Diameter(See Table): 2.00 in
F ���� OSTP Pressure Distribution
� UNIVERSITY
Minnesota Pallut�nn Design Worksheet OF MINNESOTA �--�
Controi A ency '�,,,
12. Calculate the Square Feet per Perforat�on. Recommended value fs 4-11 jt 2 per perforation. pe�toration Dtschar�e(�PM)
Does not appJy to At-Grodes .
a. Bed Area = Bed Width(ft)X Bed Length(ft) Perforatton Diametar
�tiead R
10 ft X 63 ft = 630 f� I O ��� ��+s '/3: ��.
1.0' 0:'l8 0;41 0.56 0.7�
b. Square Foot per Perforation =Bed Area divided by the Tota!Number of Perforations (Line 9). �5 O.TL 0.5t o.69 Q.9
630 ftz . 63 perforations = 10.0 ft2/perforations i x0° 0:26 0.59 0.80 i:�4
i 2.5 0.T9 O.b5 0.$'9 1.17
13. Select Minimum Averoge He4d: 1.0 ft � 3:0 0:32 0:32 0:98 1:28
i 4.0 0.37 0.83 1.13 1.l7
14. Setect Perforation Discharge (GPM)based on Table: 0.56 GPM per Perforation � S.o` 0:4.1 0..;93 1:2E 1;65
� t toot �lings with 3116 inch to t!4 inch
15. Determine required Flow Rate by multiptying the Tota(Number of Perforat9ons by the � perfwatio�
Perforation Dfscharge. pwet6�s wich�/8 incfi perforatio�x
63 Perfs X � 0.56 GPM per Perforation= 36 GPM Z feet pti�er estebl�hments and MSTS with 311b
inch ta 1�4 inch pertorations
16. Volume of Liquid Per Foot of D�stributlon Piping(Toble ll): 0.170 Gattons/ft 5 f� �her atabtaMnenu and MSTS wiih 1/8 inch
p�foratia�s
�7, Vo(ume of Distribution Piping =
.__....,__..._....._.__.
Table It
_[Number oJ Per/orated Laterats (Line 3)X Length of Laterals (Line 6)X 'Volume of Liquid in
(Volume of Liquid Per Foot of Distribution Piping(Line 16)] �pe
� X 61 ft X 0.170 gaUft = 31.1 Gatlons Pipe Liquid
Diameter Per Foot
18. Minimum Dose=Volume of Distribution Piping(Line 17)X 4 (inches) (Galtons)
1 0.045
31.1 gals X 4 = 124.4 Gallons �.�g 0.078
1.5 Q.910
mam pipe� 2 0.170
� 3 Q.3 SO
i 4 U.661
� _._._...-----.._._._.._____----.--
pi�from pump _ _ ----
�',/ Geanouu � -.
ean outs � .'
i Manitoid�pe�
l� �• � 1
alternate location / ;
of i e from m � ___
•Aitemate location
of pipe hom pump
Pi ftom
Comments/Special Design Considerations:
� a-��` OSTP Basic Pump Selection Design
Minneso#a Pallution UNI VERSTTY
Control A ency Worksheet OF MINNESOTA �';,��.,�,;
1. PUMP CAPACITY Project ID: v 12.08.06
Pumping to Gravity or Pressure Distribution: Q c,rdviry Q press�re Selection required
1. If pumping to gravity enter the galton per minute of the pump: �GPM (f0-45 gpm)
2. If pumping to a pressurized distribution system: 36.0 GPM
(Line 11 of Preswre Dlstributton) ff��r,���
R pam d dncharga
2. HEAD REQUIREMENTS
�` '...--�'
A. Elevation Difference �ft s"°d"`� _
between pump and poiot of discharge: "�'p"` ' - p�ro^��
diHe�dice
B. Distribution Head Loss: �ft
_._..__..._.,_..�....._..r
--------•-------------------- --------------
C. Additional Head Loss: ft(due to special equipment,etc.)
Tabie I.Fric#ion Loss in Plastic Pipe per 100ft
Distribution Wea�i Loss;
GravSty Distribution = Oft Ftow Rate Pi e Diameter(inches}
(GPM) 1 1.25 1.5 2
Pressure Distributio� based on Minimum Average Head 10 9.1 3.i 1.3 0.3
Value on Pressure Distribution worksheet: 12 12,8 4.3 7.8 0.4
'IVlinimum Avera e'H��ct Distributlon Head Lcsss 1q 17,0 5.7 2.4 4.4
'Ift Sft 16 21.8 7.3 3,0 0.7
2ft 6ft �g 9,1 3.8 0.4
Sft ��t 20 11.1 4.b 1.1
25 tb.8 5.9 1.7
D. 1.Supply Pipe Diameter: 2.0 in 30 23.5 4,7 2.4
35 12.9 3.2
2.Suppty Pipe Length: 70 ft q0 16.5 4.1
E. FHctton loss in Plastic P1pe per 100ft from Table I: 45 20.5 5.0
50 b.t
Friction Loss= 3.32 ft per 100ft of pipe 55 7.3
60 8.6
F, Detertnine Equlvolent Pipe Length from pump discharge to soit dispersal area discharge 65 10.0
point. Estimate by adding 25%to supply pipe length for fitting loss. Suppty Pipe Length �Q ��,�
(D.2) X 1.25=Equfvalent Pipe Length 75 13.0
85 tb.4
70 ft X 1.25 = 87.5 ft 95 20.1
G. Calculate 5upply Friction Loss by multiplying Friction Loss Per 100ft (Line E)by the Equivnlent Pipe Length (Line F)and divide by 100.
Suppty Friction Loss=
3.32 ft per 100ft X 87.5 ft + 100 = 2.9 ft
H. Total Head requirement is the sum of the Elevatlon Difference (Line A),the Distribution Head Loss(Line B),Additional Head Loss(Line C),and the
Supply Fridion Loss(Line G)
8.0 ft + 5.0 ft + �ft + 2.9 ft = 15.9 ft
3. PUMP SELECTION
A pump must be setected to deliver at least 36.� GPM(Line t or Line 2)with at least 15.9 feet of total head.
Comments:
' .:x�.
�€Y OSTP Pum Tank Sizin Dosing and Float
p g� UNIVERSITY
MinnesotaPolEution and Timer Setting Design Worksheet OF�VIiNNESOTA = -r..
Control A rrcy
DETERMINE TANK CAPACITY AND DIMENSIONS Project ID: v 12.08.06
1. A. Design Flow(Design Sum.fA): 750 GPO
B. Minimum required pump tank capacity: 1000 Gal C. Recommended pump tank capacity: 1000 Gal
MEASURED TANK CAPAGTY(exisNng tanks):
2. A. Rectangte area=Length(L)X Width(W)
�ft X �� ft = �ft: Width
B• Circle area=3.74�(3.14 X radius X radius)
3.14 X �2 ft = �fti � ►
Length
�, Calculate Gatlons Per Inch. There are 7.5 galtons per cubic foot. Therefore,multiply the area
from 1.A or 1.8, by 7.5 to determine the gallons per foot the tank holds. Then divide that
number by 12 to calculate the gallons per inch. �--►
Radi
� ft2 X 7.5 gal/ft3 + 12 in/ft = �Gallons per inch
D. Calculate Total Tank Volume
Depth from bo[[om of inlet pipe to tank bottom: �in
Totol Tank Volume �Depth from bottom of tnlet pipe(Line 4.A)X Gallomllnch (Line 2)
� in X 36.0 Gallons Per Inch = �Gallons
MANUFACTURER'S SPECIFIED TANK CAPACITY(when available):
3. A. Tank Manufacturer: wieser Note:Design calculations
are based on this specific
B. Tank Model: 1000 Wnk.Substituting a
different tank model witl
C. Capacity from manufaccurer: 1000 Gatlons change the pump ftoat or
D. Galtons per inch from manufacturer: 36.0 Gallons per inch timer settings.Contact
designer if changes are
E. Liquid depth of tank from manufacturer: 28.0 inches ���ry'
DETERMiNE DOSING VOLUME
3• Calculate Votume to Cover Pump (The inlet of the pump must be at least 4-inches from the bottom of
the pump tank 8 2 inches of water crnering the pump is recommended)
(Pump and block height+2 fnches)X Ga(tons Per Inch (2C w 3E)
( 14 j� + 2 inches) X 36.0 Gatlons Per Inch = 576 Gallons
4. Minimum Pumpnut Vo(ume -4 X Volume of Distribution Piping: 124.4 Gallons
-Line 17 of the Pressure Distribution or Line 11 of Non-level
5. Calcutate Maarimum Pumpout Volume(25%of Design Ftow)
Design Flow: 750 GPD X 0.25 = 187.5 Gallons
6. Select a pumpout volume that meefs both Items above (Line 4&5): 187.5 Galtons
7• Calculate Doses Per Day=Design Flow=Dosing Vo(ume Volume of Liquid:io.
750 gpd : �s�.s gal = 4.0 ooses
8. Cakulate Dreinback: �pe
A. DfameterofSupplyPipe= �inches Pipe Liquid
B. Length of Supply Pipe= 70 feet
Diameter Per Foot;
C. Volume of Liquid Per Linea!foot of Pipe - 0.170 Gallons/ft (i nches) ��ird��OnS�
D. Droinbxk =Length of Supply Pipe X Volume of Uquid Per Lineal Foot of P1pe 1 0.045
�o ft X a•»o gaVft = t�.9 Gallons 1.�5 0.078
9. Totol Dosing Volume=Dosing Volume plus Drcrinbock �.5 �.110
187.5 gal+ ».9 gal= �� Gallons 2 Q.17Q
10. Minimum Alarm Vdume=Depth of alarm(2 or 3 inches)X gallons per inch of tank 3 Q.38Q
��n X 36.0 gavin = n.o Gallons 4 0.661
��` ;` OSTP Pump Tank Sizing, Dosing and Ftoat
Min�ewtaPoitutlon and Timer Setting Design Worksheet UNIVERStTY
Control Agency OF.MLtYNESOTA `"'-�,,:
TIAAER or DEAAAND FLOAT SETTINGS
Select Timer or Demand Dosing: p rmer Q.oemana oose
A. Timer Settings
11. Required Flow Rate:
A. From Design(Line 12 of Preswre Distribution or Line 10 of Non-Level'): � GPM "Nnte: This volue must 6e
B.Or calculated:GPM=Cha�ge in Depth(in)x Gallons Per Inch/Time Interval in Minutes adjusted after ffeld
�in X� � r_� GPM measurement&
sal/in� min= calculotion.
12. Flow Rate from Line 11.A or 11.B above. � GPM
13.Calculate TIMER ON setting:
Tota!Dosing Volume/GPM
��al'.-�4Pm=�Minutes ON
14.Calculate TIMER OFF setting:
Minutes Per Day(1440)/Doses Per Day-Minutes On
1440 min .- �doses/day - �min = �Minutes OFF
15. Pump Off float-Measuring from bottom of tank:
Dlstance to set Pump Of f Float=Gollons to Cover Pump /Ga/fons Per Inch:
�Sat:��al/in= �Inches
16. Alarm Ftoat-Measurtng from bottom of tank:
Distance to set A1arm Float=Tonk Depth(4A)X 90%of Tank Depth
� in X 0.90= �in
6. DEMAND DOSE FLOAT SETTINGS
17.Calculate Float Separation Distance using Dos►ng Vo(ume.
Totnl Dosfnq Voiume/Gallons Per Inch
199 gdl= 36.0 gat/in= 5.5 Inches
18•Measuring from bottom of tank:
A. Distonce to set Pump Off Float=Pump and block height+2 inches
14 j�+� fIl = 16 Inches
B, Distonce to set Pump On Float=Distance to Set Pump-Off F(oat +Float Separotion Ofstance
16 jn+ 5.5 ;n = 22 Inches
C. Distance to set Alorm Float�Distonce to se[Pump-On Floot +Alarm Depth (2-3 inches)
22 in+ 2.0 j�= 24 Inches
FLOAT SETTINGS
DEAMND DOSING TIMED DOSING
�
Alarm Depth 2'� in Alarm Depth in
Pump On 22 in
Pump Off 16 in 199.4 Gai Pump Off 9n
576 Gal
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�UNIVERSITY Onsite Sewage Treatment Program Soil Boring Log
OF MINNESOTA ,��
Client/Address: Legal Description/GPS: Date: � /�/�
�r�>,
1 8 0 K i n t y r e L a n e, O r o n o, M N 5 5 3 9 1
Soil Parent Material(s): ill Outwash Lacustrine Alluvium Loess Organfc Matter Bedrock
(circle all that apply)
Landscape Position: Summit Shoulder ack/Side Slo e Foot Slope . Toe Slope Slope Shape: .
(circle one).
Vegetation: �.���,�. 5oil Survey Map Unit(s): Slope(%): ��o
� z ��z /
Weather conditions/1�me of Day: �,,,r /�rYj'" Elevation:
Saturateri Soil
Depth(ip) Texture Matrix Mottle Redox Indicator(s) I--------------�tructure-------------I
Color(s Color(s Kind(s) see back Sha e Grade Consistence
Coarse � u ar Weak Loose
� `D�.� � /Dyr � Concentrations Biocky -;�r�� e
/ Depletions Pr;smatic ong .
� �� Gleyed single crain L°°se Extremely Fam
Massive ��d
�J� � �j Granulaz Weak Loose
,,�iv/ �/4y f/� f, y Concentrations P�e�' o ra �p�ble
/ � � Depletions p"� Strong CFt�
,/� ��GI� Gleyed Singie Grain �se Ex�emely Firm
�� Massive Rigid
�J /� � �� G Granular Weak Loose
/" � �! Q once`�'ntrati P� F' 1e
/�' � ��fj^ � /Oy� �� Dep e�ons Prismacic Suo� /
/ ��li Gc� 'J fy y, Gleyed Single Grain �se ` x�t�remely Firm
�� /� " Massive ���d
Granular Weak Loose
Concentrations P��' Moderate Friable
alocl.y
Deplerions ��� Strong Firm
Gleyed Single Grain Loose Extremely Firm
Massive ��d
� Granulaz Weak Loose
Concentrations P��' Modente Friabte
Depletions BPr;sm�atic � Strong Firm
Gleyed Single Grain �se Extremely Firm
Massive Rigid
Granular Weak Loose
Concentrations P�a�' M�derate Friable
Depletions BPriscin ic S�ong Firm
Gleyed Singte Grain LOO� Extremely Firm
Massive �g�d `
Comments/Certified Statement:I hereby certify that I have completed this work in acwrdance wkh all appiicable ordtnances,rules and laws. �
-UNIVERSITY Onsite Sewage Treatment Pro ram Soil Borin Lo - .
OF MINNESOTA g g g ,Q .�
Client/Address: Legal Description/GPS: Da�;
180 Kintyre Lane, Orono, MN 55391
?/�-�3
Soil Parent Material(s): '1 Outwash Lacustrine Alluvium Loess Organic Matter Bedrock
(circle all that a ply
Landscape Position: Summit Shoulder acWSide Slop� Faot Slope . Toe Slope Slope Shape: .
(circle one)
Vegetation: �� ��,.f. Soil Survey Map Unit(s): Slope(%};
� �� �� �� �
Weather conditions/Time of Day: ,..j c...,,,, f,Z ��S D � Elevation:
Depth(in) Texture � Saturated Soil
Matrix Mottle Redox Indicator(s) I--------------Structure--------.----I
Color s Color(s Kind(s) see back) Sha e Grade Consistence
n � 2 u�* Weak Loose
f ��'y� � Concentrations a�' Fn—
�� ( ��91�. Depletions rris�c;c h'ong um
Gleyed Single Grain �ose Extremety Firtn
Massive Ri81d ,�
j G/d �, �,�,��� w�x r.�
l � y �p � � y G/ Concentrations P�a�' ,��j ri le
�V _ � /D fi/' � Depletions �t�� Strong �
3�j � G�eY� Singie Grain L'O°� mely Firm
Masaive Rigid
Granular Weak Loose
Concentrations p�an' Moderate Friable
. Depletions B�OC� Strong Firm
Prismatic �o� Ex�mel Firm
Gleyed Single Grain Y
Massive �8�d
��� W� Loose
Concentrations Bl�y Moderate Fr;able
Depletions Prismatic Strong Firm
Gleyed Single Grain Loose Extremely Firm
Massive �Sia
Granulaz Weak Loose
Concentrations P�' Moderate Friable
Depletions B�OC� ' Strong Finn
G]eyed S�`�n Loose Extremely Firm
81
Massive �S�d
Granular Weak Loose
Concentrations P�a�' Mc�derate Friable
Deptetiotts B�OC�' Strong Firm
Gleyed Prismau�n Loose Extremely Firm
Ma4siva Rigid
Comments/Certified Statement:I hereby certNy that I have completed this work in accordanca with all applicable ordinances,rules and lawa
�UNIVERSITY Onsite Sewage Treatrnent Program Soil Boring Log
OF MINNESOTA ,� �
Clienb Address: Legal Description✓GPS: Date:
180 Kintyre Lane, Orono, 55391 ���/ ' 3
Soil Parent Material(s): �tll Outwash Lacustrine Alluvium Loess Organic Matter Bedrock
(circle all that a ply
Landscape Position: Summit Shoulder Bac Side Slope Foot Slope . Toe Slope Slope Shape: .
(circle one).
Vegetation: Soil Survey Map Unit(s): Slope(%): � .
,��'4�-S L �2.7'�- /Z�'v
Weather conditions/Time of Day: .s�r�•r � /�� � Elevation:
� Saturated Soil
Depth(in) Texture Matrix Mottle Redox Indicator(s) I--------------�tructure-------------I
Color(s) Color(s Kind(s) see back) Sha Grade Consistence
Q Coarse Granulaz� Weak Loose
a ° Concentrations �an' Moderate Friablc
�O�fL�s, Depletions �1��� Strong Firm
Gleyed� Single Grein �ose Ext�mely Fi►m
Massive Rigid
` � Granular Weak Loose
�� G�l�� �n/�� � '�� �� Concentrations Pla� o � Friable
i ,�y r ,/ � � Strong
�p�� � �7.�^ y Gleyed SingleGrain �'OOse � amelyFum
� ��l Massive �
Granulaz Weak Loose
Concentra6ons P��' Moderate Friable
. Depletions ���� Strong Fnm
Gleyed Single Grain �se Extremely Firm
Massive �g'd
Granular Weak Loose
Concentrations p�ary Moderate Friable
Depletions P���� Strong Fir,n
Gleyed Single Grain I'°°se E�ctremely Firm
Massive .Rigid
Grannlar Weak Loose
Concentrations P�a�' Moderate Friable
Depletions Pr��� Strong Firm
Gleyed Single Grain �se Extremely Firm
Massive Rigid
Granulsr Weak Loose
Concentrarions p��' Moderace Friable
Depletions ���� Suong Firm
Gleyed Single Grain �ose Extremely Firm
Massive Rigid -
Comments/Certified Statement:I her¢by certNy that I have completed thia work in auordance with all applic�bte oMinances,rules and laws. -
�UNIVERSITY Onsite Sewage Treatment Pro ram Soil Borin Lo �
OF IVIINNESOTA g g g ��
Client/Address: Legal Description/GPS: Da�; �7
180 Kintyre Lane, Orono MN 55391 /����
Soil Parent Material(s): T' Outwash Lacustrine Alluvium Loess Organic Matter Bedrock
(circle all that ap ly
Landscape Position: Summit Shoulder ack/Side Slop Foot Slope . Toe Slope Slope Shape: .
(circle one).
Vegetation:��,�f.f, Soil Survey Map Unit(s): Slope(%): �G,
�.�� l_ z2�� /
Weather conditions/'l�me of Day: r�• �- Elevation:
� Saturated Soil �
Depth(it�) Texture Matrix Mottle Redox Indicator(s) I-------------Structure-------------I
Color s Color(s Kind(s (see back Sha e Grade Consistence
,r^� Coarse ular Wp,�]� ��
�/ ��� � � �dGr � Concantrations B��� M �
�� J Depledons �$ti� trong Ficm
Gjey� 5���� Loose Exlremely Fum
Massive ��a
1/ ' G/G'! ` �f--<� Granular Weak Loose
/ /(�L�. �� � Concentrations �n Friable
� rvf-/ � epletions B� • n6 ��
�� �dG ►�-' '� �/'� � Sing1eGrain Loose -emely Firm .
r� % Massive ��d
Crraaulaz Weak Loose
Concentrations P��' Moderate Friabk
. Depletions ��� Strong Fum
Gl � Loose Extremely Fum
eY Single Grain
Massive �B�d
Granular Weak Loose
Concenuations P�an' Moderate Friable
De letions B�0°�y Strong Firm
Gle ed �u�� Loose Extremely Fum
Y Single Grain
Massive ��d
Granulaz W� j,003e
Concentrations p�n' Moderate Friable
Depletions B�P�u� Strong Firm
'G1eYed Smgle Grain �se Extremely Firm
Massive �d
Gcanular Weak Loose
Concentrations P��' Moderace Friable
' Deplerions Bp��� Sarong Firm
G�eY� Single Grain �se Extremely Firm
Massive Rigid
CommentsJCertit5ed Statement:1 herRby cerUfy that I have completed this work in accordance with all appllcaWe ordinances,rules and laws.
�UNIVERSITY Onsite Sewage Treatment Program 5oil Boring Log ��--
OF MINNESOTA
Client/Address: Legal Description/GPS: Date:
180 Kintyre Lane, Orono N 55391 �/' �'�-3
Soil Parent Material(s): i Outwash Lacustrine Alluvium Loess Organic Matter Bedrock .
(circle all that ap ly)
Landscape Position: Summit Shoulder acWSide Slo Foot Slope . Toe Slope Slope Shape: .
(circle one).
Vegetation: q�.G fJ Soil Survey Map Unit(s): Slope(%): �,
� �z,� z G r
Weather conditions/T�me of Day: .�4,�r�,. /,' � ,,.r.. Elevation:
� Saturated Soil
Depth(in) Texture Matrix Mottle Redox Indicator(s) I-------------�tructure-------------I
Color s Color s Kind s see back) Sha Grade Consistence
/'� Coarse Granular Weak Loose
�./ ��%C�.,,,, � ��y� � Concentrations P1ary pT�� �_�
p ��� S n Fv►�`�'n""�
�� � G���ons Single Grain �se Extremely Firm
Massive ��d
Granuler Weak Loose
�� ��1 f� P�atY MedePBtE"� Friable
� �"+d �Q�� � ` Concenirations �
/, � /a y r � D �� ` tro� ( fir:;
/ rr:
� 1 �j!G.,, � eyed Singie Grain �se Extremely Firm
��l y Massive ��d
Granular Weak Loose
Concentrations ��' Moderate Friable
. Deplerions ���� Strong Ficm
Gleyed Single Grain �� �'�ely Firm
Massive ��d
Granuier Weak Loose
ConCentrations P�an' Moderate Friable
Depletions ���U� Strong Fi�m
Gleyed Single Grain L0°� Extremely Pum
Massive ��d
Granular Weak Loose
Concentrations P�ary Moderate Friable
Depletions ��� Strong Firm
Gleyed Single Grain �se Extremely Firm
• Maasive Rigid
Granular Weak Loose
COnCentrations P�Bn' Moderate Friable
Depletions p�°�� Strong Firm
Gleyed Single Grain �ose Extremely Firm
Massive ��d .
Comments/Certified Statement:1 hereby certify that I have completed this work in accordance wkh all applicaBia ordinances,rules a�d Wws. .
� UNIVERSITY Onsite Sewage Treatment Program Soil Borin Lo .
OF MINNESOTA g g �� -
Client/Address: Legal Description/GPS: Date:
180 Kintyre Lane, Orono, MN 55391 ����3
Soil Parent Material(s): T' Outwash Lacustrine Alluvium Loess Organic Matter Bedrock
(circle all that a ly
Landscape Position: Summit Shoulder ack/Side Slope Foot Slope . Toe Slope Slope Shape: .
(circle one).
Vegetation: �,..�f� Soil Survey Map Unit(s): Slope(%): 7 f-
Wea t her con d i t ion s/T i me o f Da • f G rn� � G> �-�-. �"�7 � Z
Y• j .� Elevation:
� Saturated Soil '
Depth(i�) Texture Matrix Mottle Redox Indicator(s) I--------------Structure--------..----I
Color(s Color(s) Kind(s) see back) Sha e Grade Consistence
�j � Coarse u Weak Loose
� lf' <D�'`,,, � l� � � Concentrations a�' 1�33e�fite na
/ � ` ' Depletions ��uc Strong �rm
,/ Gteyed� Si e Grain LOO� Extremety Firm
�
Massive �Sid
Granulaz Weak Loose
G P�n' ,�Frri�able
�� �Y �3�`r' �� Concentrations �T6�k� � e ar
/ � ���� / Gle ledons �cic �� g�e(y Firm
Y Single Grain
Maasive Rigid
� Q �i f� � Li/ �z ii Granulaz Weak Loose
v r �' � �� f� C ntrations P� �� F'
/ y y lyY�• �� ehons 00 Strong
�f� ���� y G1 Sia leUGrain �ose �ely Firm
�sy�� � �ive �g�d
Granulaz Wcak Loose
Concentrations B��y Moderate Friable
Depletions ���� Strong Firm
Gleyed Single Grain Loose Ex7emely Fim�
Massivc �8�d
Granular Weak Loose
Concentrations P18n' Moderate Friable
� Depletions P�.��� Stmng Firm
Gleyed g;��e� �� Extremely Firm
' Massive Rigid
Graaular Weak Loose
Concentrations p��' Moderate Friable
De letions B�OC� S�nB Firm
p Prismatic I�se Exh�mely Fum
Gleyed Single Grain
Massiva �S�d
Comments/Certiffied Statementt I her�by certify that i have completed this work in acwrdance wtth all applicable ordinantes,rules and laws.
. . �.
Company Name Bohn Well Driiling License#: 1043
Percolation Test Performed By: Gary Bohn
Tested For: Gonyea
Test Hole Location: 180 Kintyre Lane,Orono,MN.
Test Hole#: P-1 Diameter of Hole 6 inches
Method of scratching sidewail: 1 x 2 wih nails
Depth at bottom of hole 12 inches Depth of gravel at bottom: 2 inches
Date presoak started 7/10/2013 Stared at: 11:30 AM
Depth of initial water filling: 10" above hole bottom
Method used to maintain 12"of water depth in hole for 4 hou�s auto fill
Date perc reading conducted: 7/11/13 Starting at: 10:00 AM
Maximum depth above hote bottom during test 6 inches
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rtfes, �r�es�:! 1�»��.�.__ �?�tes�ndi `
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_ _ ,�_. . .. .. , . , ... .
10:00 6
103Ct 3E� .:, .. : S 1�7�= Q 9�', 31.8 B tr�� , " :
11:00 30 5 1/16 0.94 31.9 6 ins.
` .. 1�-�ti 3� : , ,. ';� .'��9�' ' U.94; ; " 3�� 6�ns , `
!.
Percolation Rate= 31.9 minutes per inch
7/12/2013 2:55 PM 1
. � �.
Company Name Bohn Well Driliing License#: 1043
Percolabon Test Performed By: Gary Bohn
Tested For: Gonyea
Test Hole Location: 180 Kintyre Lane,Orono,MN.
Test Hole#: P-2 Diameter of Hole 6 inches
Method of scratching sidewall: 1 x 2 wih naiis
Depth at bottom of hole 12 inches Depth of gravel at bottom: 2 inches
Date presoak started 7/10/2013 Stared at: 11:30 AM
Depth of initiai water filling: 10" above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours auto fill
Date perc reading conducted: 7/11/13 Starting at: 10:00 AM
Maximum depth above hote bottom during test 6 inches
d ' �' �
t��:r ��rt � u:
. �... � e� � �f3�f+!.��, � �eS ; Mil�ilt� ' ,{
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.. ._ ., ..� , .. ...F., . , . ,. . .
10:00 6
� -.�a�! :: 3U. . : 5'1(��, ' � - _ �1�°' � �ins . ,;
11:00 30 5 1116 0.94 31.9 6 ins.
. „ ; :
; 'ii 3i3�.�. i "3�} ; �_'�1�� .. . :' �� �' �t�`_; ::, ��. ;: ." `:
; , � ; :. : :r : ..
Percolatlon Rate= 31.9 minutes per inch
7/12/2013 2:55 PM �
f • /.
Company Name Bohn Weil Drilling License#: 1043
Percolation Test Performed By: Gary Bohn
Tested For: Gonyea
Test Hole Location: 180 Kintyre Lane,Orono,MN.
Test Hole#: P-3 Diameter of Hole 6 inches
Method of scratching sidewall: 1 x 2 wih nails
Depth at bottom of hole 12 inches Depth of gravel at 6ottom: 2 inches
Date presoak started 7I10/2013 Stared at: 11:30 AM
Depth of initial water filiing: 10' above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours auto fill
Date perc reading conducted: 7/11/13 Starting at 10:00 AM
Maximum depth above hole bottom during test 6 inches
��8��� A�S lr "`�T `. "�"r�3 ` �`"C�e1 �i'���`'� #�1t��`�
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10:00 6
�:'7�3:� . ; ;:� ��'f��� :f3�,... �1.�. '; Gu�;:
11:00 30 5 1/16 0.94 31.9 6 ins.
.'1 t 3D:,,. ::� ; .. �.�iJtB , �?.8d` �i:�' f#it�5... ..
Percolaaon Rate= 31.9 minutes per inch
7/12/2013 2:55 PM 1
UNIVERSITY
�
(7F MINNESOTA
. �.`��``'��.
Septic System Management Plan
� for Above Grade Systems
The goal of a septic system is to protect human health and the environment by properiy 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 idenrify the operation and maintenance activities necessary to ensure long-
term perfortnance 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 rime.
Proper septic system design,installation,operation and maintenance means safe and clean water!
Property Owner Gonyea Hom�s
Property Address 180 Kintyre Lane, Orono, MN. Property ID
System Designer G8ry Bohtl License# 949
System Installer Bohn Wel) Drilling Co. License# 1043
Service Provider/Maintainer Bohn Well Drilling Co. Phone 952-445-4809
Permitting Authoriry Clty Of O�Of10 Phone
Permit# Date Inspected
Keep this Management Plan with your Septic System Owner'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 repau invoices with tl�is 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 Systern Owner's Guide,call 1-800-876-8636 or go to http://shop.extension.umn.edu/
http://septic.umn.edu
,aos � 1 �
UNIVERSITY SepticSystemManagementPlan
for Above Grade Systems
OF �.VIr�VNE50TA -
Your Septic System `"`�u'`�,,�`"'
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Septic System Specifics
❑ System is subject to operating permit*
System Type:�I�II �III�IV* �V* ❑ System uses UV disinfection unit*
(Based on MNRules Chapter 7080.2200—2400) Type of advanced treatment unit
*Additional Management Plan required
Dwelling Type Well Construction
Number of bedrooms: 5 Well depth(ft): '100'
System capacity/design flow(gpd): 750 a Cased well Casing depth: '�00'
Anticipated average daily flow(gpd): ❑ Other(specify):
Comments Distance from septic(ft):' 100'
In-home business?_What type? Is the well on the design drawing?�Y � N
Septic Tank
One tank Tank volume: gallons p Pump Tank(if one) �o0o gatlons
Does tank have two compartments?�Y�N p Effluent Pump type: Goulds PE 41
•` Two tanks Tank volume: 225� gallons TDH �6 Feet of head
o Tank is constructed of concrete Pump capaciry 36 GPM
Effluent Screen type: o Alarm � visual � audible
Soil Treatment Area
Mound/At-Grade area(length x width):93 1� X 59 ft p Cleanouts or Inspection Ports
Rock bed size(length x width): s3 ft x �o ft �a Surface Water Diversions
-2 -
10/09
T _ Bohn Well Drilling Co
18190 Dairy Lane,Ste 101,Jordan,MN 55352
952-445-4809 Fax:952-445-1439 www.bohnwell.com
�
Dig It
Dri11 It
Drain It
Percolation Tests, Soil Borings & Your One Stop Contractpr
Septic System Design
x
Ga MBohn 949 1043 7 12 2013
Prepared For. Gonyea Companies
Attentlon
Mailing Address: 6102 Olson Memorial Hwy
Golden Valley,A+IN 55422
Phone#"s Home His Mobile:
F� Her Mobffe
Homeowners: Model
Site Address 180 Kintrye Lane
Orono,MN 55391
Addition Name �ty�
Lot 1 Block 2
County Hennepin Township Ornno
Township# 118N Range# 23W Section# 32
Design must be paid for,by whom it was prepared for,prior to releasing it to any contractor to bid or any City,
Township or County office for permitbng. We reserve the rfght to hold design untii payment has been received
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DATE TIME
CITY OF ORONO �nc LLED IN
INSPECTION NOTIC . fl '�� SCHEDULED l '�o��"G��
PERMITNO. � �v� COMPLETED
ADDRESS �� �"� T -`'� �--
OWNER (�/t-`"�L/� TELEPHONE NO.
CONTRACTOR ����� �-� ��NS
a DESCRIPTION / b�C-��--�a�� � ���
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL
O ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
� ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� c� �NT� ut �� C
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GW Q.�WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
� ❑CORRECT WORK 8�PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952� 249-46��
Owner/Contractor on site:
Inspector. „�, (
White Copyllnspector's File Canary CopylSite Notice
INSPECTION NOTICE "
DATE TIME
CITY OF (�i�('� ��c� ca,��E�-irv
SCHEDULED
PERMIT NO.� .3" ��'Z�Z COMPLETED �
ADDRESS ��� �� �-y ��
OWNER/CONTR.�-r�.s �f- �c�..s
❑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 EPTIC FINAL ❑
� O PLUMBING RI �.-:=�&W HOOKUP ❑
Q ❑PLUMBING FINAL '� ❑GAS LINE MANOMETER ❑
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� FURTHER CORRECTIONS MAY BE REQUIRED PERMIT FINALED
p ❑ WORK SATISFACTORY: PROCEED ❑ PHOTO TAKEN
� ❑ CORRECT WORK&PROCEED
❑ 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
Owner/Con . n site:
Inspector: