HomeMy WebLinkAbout2016-00382 - septic pressure bed CITY OF ORONO * 2 0 1 s - 0 0 3 8 2 *
2750 KELLEY PARKWAY DATE ISSUED: 04/25/2016
ORONO,MN 55356-
(952)249-4600 FAX: (952)249-4616
ADDRESS : 425 LAKEVIEW PKWY
PIN : 06-117-23-32-0004
LEGAL DESC : LAKEVIEW OF ORONO
: LOT 1 BLOCK 1
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT)
ACTIVITY : SEPTIC(PRESSURE BED)
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
TOTAL 400.00
HAYES&SONS EXC.INC. Payment(s)
263 82ND STREET S.E. CREDIT CARD 5293 400.00
MONTROSE,MN 55303-
(763)479-1762
Minnesota State License#:sept-L640
OWNER
Source Land Development Inc.
18215 45TH AVE N
STE D
PLYMOUTH,MN 55446-
AGREEMENT AND SWORN STATEMENT
The work for which this pertnit 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 separate
permits. All provisions of laws and ordinances goveming this type of work
shall be compied with whether or not specified herein.'fhis permit will
expire and become null and void if construcNon 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 after 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.
'�(� ^ Z-`.��� D G � 7 /aJri �
Ap icant Permi Signature Date Issued ignature Date
4� �
City of Orono c��Tt+ iY
U�
P.O.Box 66 �
��� 2750 Kelley Parkway Date Reoei�red: � /� Pee�ait# ��� p�
Crystal Bay,MN 55323 �''���1 QG�
�
(952)249-4600 Ar�c�d�t: a T�- �
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t'kESH�4w
CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION
(All peRnits must be approved by tlie On-Site Septic Manager and/or Building OfRcial)
w
Site Address: `i Z� �.C,� �c.e-v ��� K.�
Owner: 1�c��`�� ����- Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
ContractorlApp.: � �S �"S cM5 Contact Person: ��
Address: Z� `3 �-� 5 h� S� State License #: L (Q ��
City: /�`��� Zip: Expiration Date: 1 z � �'�
Phone: � �Z �� ��� Alternate Phone: ? � � ''`� ��'�l �� '�
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�,. �,� ��: �
Residential ❑ Commercial ❑ Other
H;�� ���x
New or eplacement System $400.00 ( ��
�
Repair Existing System 100.00
(Tanks or Drainfield) �
Total $ r ��
1 /2
4 `� .
,�k " ' � a �,.. # ; r
$ ^ ym !, £ � 1� '�� .`` 3� ✓ ,
f� � - � ..£ ��. ... 2 ✓ � �'^°`yfe'�G �" t� �"
e. - . ., .. , a. � '�' � 4v
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I will be installing the following:
T s
Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufadurer)
Number of Tanks: �
Size of Tanks: 3� � 2�`-� , ��
Treatment System
�� Trenches lU �� s.f.
Mound s.f.
Gravel less s.f.
Chamber s.f.
NOTE: The contractor is required to provide an As-Built of the system before the
final 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 and correct.
Signature of Applicant Date: `� � j� � N
MPCA License No.: t--� ��
Staff Review: Accept ❑ Denied
Reviewer: Date:
Reason for Denial:
Comments (to be printed on inspection card):
2 /2
�r . LL
CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION
. _ . � �, �
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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 all inspections.
A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS.
3 /2
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` � �� rs � .
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, � cop�
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3� �/°/"t � � �� � T�� Joseph Olson D.B.A.
Rusty Olson's--Soil and Percolation Testing
.Joseph J. Olson--iNPCA License#810
11�81 Riven�iew Rd. �IE, Hanover, MN 55341
(763) 498-8779 Fax (763) 498-8290
October 15,2015
Norton Homes
425 Lakeview Blvd.
Orono. Hennepin County
This on-site Sewage 7reatment System is designed for a Ty�pe 1,five bedroom home in accordance with the
Minnesota Pollution Control Agency Chapter 7080 and local ordinances.
The periodically saturated soils were located at 14-18�hes(mottled soil). Due to the periodically
saturated soils,a pressurized mound system with 6 inches of rock will need to be installed to treat the septic
eftluent. The bottom of the treatment area must be located at least 3'above the saturated soils.This system
is designed with 6 inches of rock.
✓
The soils at a depth of]�"have a percolation rate averaging 8.8 MPI.
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 faterals.
✓
A 1300 gallon pumping chamber will need to be installed to lifr 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 warning device must be installed with light and sound devices;this is in case of a pump
failure.The manifold and supply line must have back drainage to the pumping chamber.
Kee�all heavv eauioment off of the aroaosed treatment areas before durinQ and after construction
The area around both sites must be fenced off bv the contractor before anv constructioo beeins
1�'ith 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.
Si relv,
Joseph J.Olson CITY OF ORONO
SEPTIC P MIT P N EVIEW
INSPECT
DATE � PERMITNO. �� -- O6�BZ
� APPROVF.D AS SliA:�+t[7'TEU
APPROVED W(TH CORRECTIQN$AS NOTED
NOT APPRQVED-CORRECT&RESliB�tI�'
THtS SYSTEM IS DESiGNFD F{1R These comments are for your information. Ail work sliail be done
IuV,�l}�+DrAt► in full compliance with all applicable septic and•r.oning cude.
�BEDROOMS. AI�( p,1iRG�{JE���� Requirements including items noi specit'icully notcd in tl�is review.
OF BEDROOMS INVAtlDATES TNIS DESiGN• K6GP THIS PLAN SET ON 5lTE AT ALL?lMGS
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' ��,.s bh 5 d�x y`�.a' • ' St3�l. B�it$LLEYATiANS
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MOUNDSYS7EM DESIGN N$ �L� � '�{„��. �,�,.
'f'H.l�'�t..-9 ga.�
� �'C�Aie7f� �� ��.�. � 't1�aM�Et.:-2...
TYPe�._...�_Bedroorn,Average percolation rate � So,�
$�INM�b�t T�+��-.•�a
��_��/daY �3t2...._sq.ft.of treatment area G3 0 (/10 ft_width-(� ft,k•npth ai bed area '�A�,�,;;���[�{�0��n� ��-;��-�
+'�.. y�i «.�,�.
Side slape run3��y to 1 x�height= 53 h_x�3 tt.Lawn area. y¢+�� .
Clean rock needed plus 20%��. cu. ��ilil��1�r.:..�
yds.Coarse washed san 3�r cu.Yds.Average sand de�h��4 '1'�� ��pp �1►
- , �Q..� �
Sandy bam_°�cu. ds.,7op6oi16" ,�4 p�, � � ���
Y Y�-p�s 509b I}+� _cu.Yds. . �,���
Numbc�of tanks c��,l�taak I��ais.,2id#a�k t��a�.,Pump chamber tapac�Y L�?&"�k-
�OPE#tTY'QF;, NoRtuAr li��S
�gais./1O01ineal feei of� "d'ra.Su , 3� L4 VI�w tvG '
-- PV�Y P�P�.�e•l1 feet r�eeded o'L�u �v! % �__ - ORpNv� [�c'�uN4�iN�COM,�
,.
«.r.
Di�r�wtion pipe_.� dia. 1 F 3_linea!fiee2,�dia.Perforati�s�_^apart .
-- Fioat set at���_gais.,�_times per day Pump curve 3��in_ ao_.feet head pressuire. j
. D0�0:IQJ,�,� �h. 763-498-8779
Ru�►01son"� �td Pera�tat�n�'tesdn�
-- . . ���� - - ,
. � •
M�� OSTP Des�$n Summary Worksheet UNtVERSITY
�� OF MINNESOTA --�
Prope�ey owneNc�ia,r: Norc«i Homes Pro�cc�o:��v o�.�4.�5
sKe Addtess: 4is Lakeview Btvd.orono,Hennepi�c.ou�r Dsc.: �o��srts
1. DESIGN FLOW AND TANKS
A. Desiqn Fiow: C750�Galt�s Per DaY(GPD) I�ote: The esNmoted dafyn/low 3s cau/dtred u peok jtow rote
Includir►4 o wfety Jactor.For lortg term perfornarrce.the avrroge
B. Septic Tanks: dof(y flow is recamrnendad to be<60X of thts value.
Minimwn Code Required Septic Tank Capacity:� Gallorn,in �Tardcs a Compa►tments
Recommended Septic TaMc Capacity: Z250 C,attaia,in ��Tanks ar CompaKments
Efftuer►t Streen:�� Alarm:��
C. Hotding Ta�►ks Onty:
MiMm�n Code RequireG Capacity:�_�Gatiax�in ��Tanks
Designer Recommended CaP�tY����GattorK�in �Tanks
TYPe ofi Hi�t►Level Alarm:� �
D. Pump Taik t Capacity(Code MiMm�nn):��Gailau PUmp Tmdc 2 Capacity�Code NUnimixn�: �Galloru
Aump Tonk 1 CapacitY(Designer Rec): ��Galtau Ptn�Taik 2 CapacitY IDesfgt►er Recl: ��Gallons
Pixnp 1 36.0 GPM Totat hkad 19.7 ft Ptxr�p 2��GPM Total Fiead �ft
Supply Pipe Dia. 2.00 in Dase Vol�ne:��gal Suppty Pfpe Dia.�in Dose Vottrne:��ga(
2. SYSTEM TYPE
O T�ne, O eee �r�a Q�e�ae O c,�v a�, •v�,.e o�on-� Q�o�
O o� O�w T� O oux. �] •seaceior�a.�,ired Benchmaric Etevation: sea level n
eenctur,arh Locact«►: �— ,
��►TYPe Type of D1SttibutSon AAedia:
�TYP�� ❑TypY It �Ty�w ill ❑Typ�1 V ❑Tppt V �' ��` ❑�d Treatrnerk Me.Aa:
3. SITE EVALUATION:
A. Depth to Limiting Layer: 16 in 1.3 ft B. Measured Land$(ape%: 18.0 76
C. Elevation of Limitirq�Layer: 96b.8 D. Soit Texture:� L.oam �
E. Loc.of Restricive Etevation;�— F. $oit Hyd.Loading Rate: 0.45 �pp�{�
G. Minimum Required Sepnrat�n: 36 in 3.0 ft H. Perc Rate: 8.8 MPI
I. Code Maximixn Depth of System: �Mound�in Cortune�nu:
4. DESIGH SUMMARY
Trench Desi�Saxm►sry
Dispersat Area�_�ft2 SidewaQ Depth�]fn Trenth Width��ft
Total lir�al Feet�n Ntanber of Trenches�� Codeµaxirt�xn Trench pepth�in
Ca�tour loading Rate��ft ��
Designer's AAax Tre�h Depth in
Bed Oesyn Sur�nary
��^���ft� Depth of stdewait��in Code Maxlmum Bed DeP��in
Bed Width�tt Bed LengthC�tt Designers Max Bed De(rth��in
�.
. ,�,
'� OSTP Design Summary Worksheet UNIVERSITY
��y OF MINNESOTA
Mound o�si�,S�xnmar�r
Absorptia�Bed Area 630.0 ft� Bed t.enS� 63.0 ft Bed 1Nidth 10.0 ft
Absorption 1Midth 26A ft Clean Sand LiR iJ it Berm Width (0-176)�ft
�P���W� 8A ft Do�+n�slope Berm YVidth 35.0 ft Endslope Serm Width 15.0 ft
7otat System length 93.0 R Total System Width 53.0 it Ca�cau Loading Rate i2.0 gal/ft
At-Gra+d�Desi�Sunwnrry
Absorption Bed Width��ft �P�Bed le►�gth�ft System hkight�ft
C�tour Loading(tate��Qal/ft Upstope Berm NfidthC�ft Dow�slope Berm WMth��R
Endslope Berm Width��ft System Ler�gtt►�ft System Wfdth�ft
l�vt!&Equal Pteswre Dis�udon S�unmaty
No.of Perfaated Laterals�� Perfaetiat Spacing��ft Perforatbn Diameter 7/32 in
Lsteral Diameter 2.00 in Min.Oetivered Vatw�C OC 0�Sai Maximum Delivere0 Yolume 188 $al
lbrrL.evN u�d Unequal Pr�sst�ra D�ribution Summary
Etevatton Ptpe Yolur►e PiPe Length PeAoretion Size
lft) Pipe Size(in) (Yai�ft) (ft) (i�) SpacinB(h) Spacirq�{in)
Laterat t ���������
lateral 2
Laterat 3 ��l
Laterat 4 Manim�an petivered Volwne
Laterat 5
Laterat 6 ���`
5. Additionai Irtfo f�Type IV/Prrtrertn�eM pesi�
A. Coludote the orqonk loodt�g
t. Orgemic Lood)ng to Pretr�+tment Unft -Desiyn h7av X Estirtwted BOD in mg/L in the effiuer►t X 8.35 s 1,000,000
8Pd X ��mgJL X 8.33 r 1,000,000= ��(p,�BQp f�y
2. Type of Pretreatment Unit Being Instalted:
3. Cakulate Soit Treatment Sysiem Orqenic Locdtng: BQD cancentration ajter pretreotment 4 Bottan Arev =tbs/day/ft2
mg/L X 8.35+1,000>000 + ��{�. ��Ibsldaylft�
CommeMs/Sp�ctal Desi;n Lonatderations;
�herebY certify that I have complrtetl this wak in with all appiicabte ordHu�nces,rutes a�d taws.
'�0���� 8t0 10/15/15
(Des��er) {Signat�u�e} (license+�} (Date)
� �� OSTP Mound Des� n
.
� `� � � UNIVERSITY '�°
Minnesota P�ilution O
ControlAgency Worksheet > 1 / Slope OFMINNESOTA ,���
1. SYSTEM SIZING: Project ID: v 07.14.15
a. Design Flow: 750 GPD TABLE IXa
B. Soit Loading Rate: 0.45 GPD/ftZ �OADING RATES FOR DETERMINING BpTTOM ABSORPTION AREA
ANO ADSORPTION RATIOS USING PERCOLATlON TESTS
TnatmeM level C TreaR�m�M Lewl A,A-2,8,
C. Depth to Limiting Condition: t.3 ft !
,' Paraolatim wte A°'°`ptf°" �d Abmrytf°" Mouna
Na Lo+di�� Arc�t.wde�
D. Percent Land Slope: 18.0 % ' �"A°'> �,� �v�«+ ,,,u ���
i
t�'� e'�° ��rt'� a.�°
E. Design Media Loading Rate: 1.2 GPO/ft�
��� � �
F. Mound Absorption Ratio: 2.60 0,ros �.2 � �.e �
0 t to 5(6ne sarw 0.B 2 1 1.8
TaDle 1 ana ua tine cand•�
MI�UNU CONTOUR LOADING RATES: 6 to's o.�s �.s � te
µwwraG ' Toxturo-dai�wd
tonta,r '6 to 3° o.s 2 o.7a 2
Porc Rato � nwixid absorption rat ���^B 3�to�5 0.6 2.4 0.78 2
. Rdio: 46 to 60 0.45 2.6 0.! 4.6
=bOmp� t.G. 1 3 2 0. 2.�t. 2.6 _12 61 tO�� - 6 0.9 6.3
, �t20 . . , .
b 1�t 2Q mpi UR 5.0 :12
. `Systems with these vatues are not Type I systems.
: 120 mpi' .5_p� _5. Contour Loading Rate (linear loading rate) is a
recommended vatue.
2. DISPERSAL MEDIA SIZING
A• Calcutate Dispersal Bed Area: Design Ftow : Design Media Loading Rate = ftZ
750 GPD = 1.2 GPD/ft� = 625 ft2
If a targer dispersal media area is desired, enter size: 630 fiz
B. Enter Dispersal Bed Width: 10.0 ft Can not exceed 10 feet
C. Catcutate Contour Loading Rate: Bed Width X Design Media Loading Rate
�0 ft� X 1•2 GPD/ft2 = 12.0 gat/ft Can not exceed Tob(e 1
D. Catculate Minimum Dispersal Bed Length: Dispersal Bed Area : Bed Width = Bed Length
630 ftz : 10.0 ft = 63.0 ft
3. ABSORPTION AREA SIZING
A. Calculate Absorption Width: Bed Width X Mound Absorption Ratio =Absorption Width
10.0 ft X 2.6 = 26.0 ft
B. For slopes >1�, the Absorption Width is measured downhitt from the upslope edge of the Bed.
Calculate Downstope Absorption Width: Absorption Width - Bed Width
26.0 ft - 10.0 fi = 16.0 ft
4. DISTRIBUTION MEDIA: ROCK
A. Media Votume: Media Depth X Length X Width
0.50 ft X 63.0 ft X 10.0 ft = 315 ft' = 27 = 12 yd3
' 5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW
A. Enter Dispersal Media:
B. Enter the Component: Length: C�ft Width:�ft Depth:�ft
C. Number of Components per Row = Bed Length divided by Component Length (Round up)
C� ft : �� ft = C�components/row
D. Actual Bed Length = Number of Components/row X Component Length:
�components X ��ft = ��ft
E. Number of Rows = Bed Width divided by Component Width (Round up)
C� ft - C� ft = C� rOws Adjust width so this is an whole number.
F. Total Number of Components= Number of Components per Row X Number of Rows
C� X �� _ �components
6. MOUND SIZING
A. Calculate Minimum Clean Sand Lift: 3 feet minus Depth to Limiting Condition = Clean Sand Lift
3.0 ft - 1.3 ft = 1.7 ft Design Sand Lift (optionat): ��ft
B. Catculate Upslope Height: Ctea� Sand Lift + media depth +cover (1 ft.) = Upslope Height
1.7 ft + 0.5 ft + 1.0 ft = 3.2 ft
C. Setect Upslope Berm Multiplier (based on tand slope): 2.41
La�d Slope 9�0 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 �.78 2.70
D. Calculate Upslope Berm Width: Multiptier X Upslope Mound Height = Upslope Berm Width
2.41 ft X 3.2 ft = 8.0 ft
E. Calculate Drop in Etevation Under Bed: Bed Width X Land Stope = 100 = Orop (ft)
10.0 ft X 18.0 46 = 100 = 1.80 ft
F. Calculate Downstope Mound Height: Upslope Height + Drop in Elevation = Downslope Height
3.2 ft + 1.80 ft = 5.0 ft
G. Select Downslope Berm Multiplier (based on tand stope): 7.00
land Slope°/a 0 1 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 4.29 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. Calculate Downslope Berm Width: Multiptier X Downslope Height = Downslope Berm Width
7.00 x 5.0 ft = 34.8 ft
I. Catculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width + 4 feet
16.0 ft +� 4� ft = 20.0 ft
�---
J. Design Downstope Berm = greater of 4H and 41: 35.0 ft
K. Select Endslope Berm Multiptier: 3.00 (usually 3.0 or 4.0)
L. Calcutate Endstope Berm X Downslope Mound Height = Endslope Berm Width
3.00 ft X 5.0 ft = 15.0 ft
M. Calcutate Mound Width: Upstope Berm Width + Bed Width + Downslope Berm Width
8.0 ft + 10.0 ft + 35.0 ft = 53.0 ft
N. Catculate Mound Length: Endslope Berm Width + Bed Length + Endslope Berm Width
15.0 ft + 63.0 ft + 15.0 ft = 93.0 ft
� 7. MOUND DIMENSIONS
- ----Upslope (4.D�-----8.0------- ---------
,' ��
�, '�
, �
� � Endslo e �4.L) �>ispers�l Eed: (2.B x l.0 ► � Endsto e 14.L►
� � �5.0 10.0 x 63.0 � 15.a
._ � Ry
3 �._._._.__-----____ ,
� �, -
� �
-v � u �
�
c ' �
� � �
� ` 35 0 '
,'
� Downslope (4.J)
� ------------------------------------ —--------
Totat Mound Len th {4.N) 93.0
4" inspection pipe
18" cover on top 35.0
U slo e berm (4.D) Downslo e berm 4.J
8.0
12" cover on sides
(6" topsoil)
Ctean sand lift (4.A) 1,7
[3�.���i� r,� i in�itins? t1.C1
i ; , _ - 1.3
Absor tion Width (3.A)
Note: 26.0
For 0 to 1% slopes, Absorption Width is measured from the BPdequally in both directions.
For slopes >1�, Absorption Width is measured downhill from the upslope edge of the Bed.
Comments:
- OSTP Mound Materials Worksheet UNIVERSITY
Mlnnesota Poilution OF MINNESOTA
Controi Agency 1.�'
ProjectlD: v 07.14.15
A• talalate Bed �rock)Volume:Bed Length �2.0 X Bed Width 2.81 X Depth =Vo(ume ft')
63.0 ft X 10.0 ft X 0.8 = 504.0 ft'
Divide ft'by 27 ft'iyd'to catcutate wbic ards:
504.0 ft' a 27 = 18.7 yd'
Add 20�for construttability: 18J yd'X 1.2 = 22,4�yd3
B. Calcutate Cleon Sand Volume:
Volume Under Rock bed:Averoge Sand Depth x Media width x Media Length =cubic feet
2.4 ft X 10.0 ft X b3.0 ft = 1512A ft'
For a Mound on a slope from 0-1%
Volume from Length=��Upslope Mound Height• 1)X Absorption Width Beyond Bed X Media Bed length)
ft - 1) X �� X ft =
Volume from Width=��Upslope Mound Height- t)X Absorption Width Beyond Bed X Media Bed Width)
ft -1) X X ft =
Tota!Uean Sand Volume: Volume Jrom Lenyth- Volume from Width t Volume Under Medio
ft' - �� ft3 + ft1 = ft}
For a Mound on a slope Qreater than 1%
tlpsiope Volume: (�Upslope Mou�d Hei ht - 1)x 3 x Bed Lenqth)�2=cubic feet
(l 3.2 ft - 1) X 3.0 ft X 63.0 )-2= 204.8 ft3
Downslope Volume:((Downslope Height- i) x Downslope Absorption Width x Medra Len3th��2=cubic feet
(� 5.0 ft•1) X 16.0 ft X 63.0 )-2= 1999.2 ft'
Endslope Vo(ume:(Downslope Mound Height- 1) x 3 x Media Wid[h =cubic fee[ -�
( 5.0 ft-1 ) X 3.0 ft X 10.0 ft = 119.0 �ft'
---�
Total Clean Sond Volume:!lpslope Volume +Downslope Volume *Endslope Volume t Volume Under MediQ
204.8 ft' � 1999.2 ft' . 179.0 f�' , 1512.0 ft'- 3835.0 '
ft
Divide ft;by 27 ft'ryd3 to calculate cubic yards: 3835.0 ft3 : 27 = 142.0 yd'
Add 20%for constructabitity: 142.0 � -
yd X 1.2 - 170.4 yd
C. Calculate Sandy 8erm Votume:
Totol Berm Voiume/approx): (�Avg.Mound Height 0.5 Tt topsoit�x Mound Width x Mound Le�gth)�Z=cubic feet
( 4•� � 0.5 )ft X 53.0 ft X 93.0 )-2= 8790.1 ft'
Total Mound Volume•C(ean Sand votume-Rock Volume=cubic Jeet
8790.� ft' - 3835.0 ft' - 504.0 ft' = 4451.1 {t'
--�
Divide ft3 by 27 ft''!yd'to calcutate wbic yards: 4451.1 f�3 � 27 = 164,q Yd�
Add20%forconstructabitity: 1�.9 yd' x 1.2 = 197.8 yd
D. Calculate Topwi(Material Volume:Toto!Mound Width X Total Mound tength X.5 ft
53.0 ft X 93.0 ft X 0.5 ft = 2464.5 ft'
Divide f[3 by 27 ft'/yd3 to calwtate cubic yards: Z464•5 ft' : 27 = 91.3 yd�
Add 20%for constructability: 9�•3 yd3 x 1.2 = 109.5 3
yd
� �fi4 OSTP Pressure Distribution a,��
MinnesotaPollution Desi n Worksheet UNIVERSITY �
ControlA ency � OF MINNESOTA ''t.�,,�
ProjectlD: v 07.14.15
1. Media Bed Width: �� ft
2. Minimum Number of Laterals in system/zone = Rounded up number of [(Media Bed Width - 4) = 3] + 1.
� �Q " 4 � + � - �3 �taterats Does not opp(y to ot-grodes
3. Designer Selected Number of Laterols: C�taterals
Cannot be less than line 2 (accept in at-Qrades)
4. Select Perjoration Spacing: 3.0 ft , - „Y,...�.�.- . '
�. h �ww.V �{��t 1 ]'M'a\ ��-'f]..
5. Select Perforation Diometer Size: 7/32 in = ' _ ---
_ � _- --__- --
6. Length of Laterols = Media Bed Len�th - 2 Feet.
63 - 2ft = 61 ft Perforation can not be doser then 1 foot from edge.
� Determine the Number of PerforQtion Spotes. Divide the Length of toterats by the Perforation Spocing
and round down to the nearest whole number.
Number of Perforation Spaces 61 ft = ��ft = 20 Spaces
Number of Perforations per LQtera( is equat to 1.0 plus the Number of Perforotion SpQces. Check table
8. below to verify the number of perforations per tateral guarantees less than a 10% discharge variation. The
vatue is double with a center manifold.
Perforations Per tQterQ! = 20 Spaces + 1 = 21 Perfs. Per Lateral
MaxinMm Nu�of Perforatio�ns PK taRlnl to Guu�tkt�e<10%Disdfiryc V�riiticn
'.I P or�twns 1132 Irxh Perfor�tiwu
Perfonkion �De��(lnches) Perfontio�Spxi� Pipe Diametef(kxhrsl
SpxnylFeet) � 1� 1� 1 3 (Feeti t tw tvt 2 3
2 10 13 td 30 60 2 it 16 21 34 6a
� d 11 16 2a 54 2�: 10 1� 2Q 32 6�
3 1 11 1b 15 52 3 9 14 19 30 60
3;16 h�ch Prrforatio�s 1'S Inch Perfor�taoru
Perfor�tion RPe Di�rneter(Mxhes! Perfor�tia►Sp�ci^� Pipe Di�rtKtef(Mchesl
Spxx►glFeet) t ta tr, 1 3 �Feet) 1 t� 1�; 2 3
2 tt 1a 16 16 a7 1 21 33 M 74 1!9
2r, t1 t7 14 �0 QO 2�: 20 30 �t 69 135
3 t2 16 22 37 7S 3 20 2y 3� �4 1�
g• Toto( Number of Perforations equats the Number of Perforations per Loterof multiplied by the Number of
PerforQted Loterats.
21 Perf. Per Lat. X ��Number of Perf. Lat. = 63 Totat Number of Perf.
10. Setect Type of Manifotd Connection (End or Center): � End ❑ center
11. Select Latera! Diameter (See Tab(e): 2.00 in
� r� OSTP Pressure Distribution ,�
MinnesotaPollution Desi n Workshe UNIVERSITY ��
ControlA ency g et OF MINNESOTA "i\�'
12. Calcutate the Square Feet per Perforotion. Recommended value is 4-11 ft 2 per perforotion.
Does not app(y to At-Grades
a. Bed Area = Bed Width (ft) X Bed Length (ft)
10 ft X 63 ft = 630 ft2
b. Square Foot per Perforation = Bed Area divided by the Total Number of Perforations.
630 ft2 - 63 perforations - 10.0 ft2/perforations
13. Select Minimum Average Head: 1.0 ft
14. Selett Perforotion Dischorge (GPM) based on Table: 0.56 GPM per Perforation
�5• Determine required Ftow Rote by muitiptying the Totat Number of Perfs. by the Perforation Discharge.
63 Perfs X 0.56 GPM per Perforation = 36 GPM
16. Volume of Liquid Per Foot of Distribution Piping (Table ll): 0.170 Gatlons/ft
17. Volume of Distribution Piping = _-____ -__---__
Table II
_ [Number of PerforQted Laterats X Leng[h of Loterots X (Votume of volume of Liquid i� '
Liquid Per Foot of Distribution Piping] pipe
Pipe Liquid
C� X 61 ft X 0.170 gat/ft = 31.1 Gallons Diamete� Per Foot .
(inches) (Gallons)
18. Minimum Delivered Votume = Votume of Distribution Piping X 4 1 0.045
1.25 0.078
31.1 gats X 4 = 124.4 Gallons 1.5 0.110
2 0.170
mam o pipe� 3 0.380
' 4 0.661
� -- ___---_—__
' - c�earrouis - -__ ___--
p�pe from pump _
lean outs
MaodoW pipe,
♦
� �.
•
aiternate locatron � --- _
oi i from m
' Altemate laatwn
of p�pe from pump
R from m
Comments/Special Design Considerations:
_;� OSTP Basic Pump Selection Design .�,��
Mlnnesota Pollution Worksheet UN I V ERS ITY
Control A enc OF MINNESOTA 'L1.�"
1. PUMP CAPACITY Project ID:
Pumpi�g to Gravity or Pressure Distribution: C Graviry Q aressure Selectfon required
t. If pumping to gravity enter the gatlon per minute of the pump: �GPM /10� 45 gpml
2. If pumping to a pressurized distribution system: 36.0 GPM
3. Enter pump descnption:
o,�,H�,,,..,�,Y,�.m
. HEAD REQU�REMENTS a��,�o+a.ma.y�
A. Elevation Difference ( 9�ft �„
`--- �w»
between pump and point of discharge:
�� , ,..
�-- , e��:
B. Qistnbution Head Loss: �5 �ft
C. Additionat Nead Loss: ��fi(due to special equipment,etc) � ` ---------•---------------- ---•-•-------
r---
� Table I.Friction Loss in Plastic Pipe per 100ft
Dist�ibution H�ad Loss . _ _
Gravity Distribution = oft Flow Rate � P�pe Diameter Iinches{
IGPMI i t } 1.25 I 1.5 2
� - � -_ _
ressure Distributio� based on Mtnimum Average Head 10 9.1 3.1 1 1,3 0.3
Vatue on Pressure Distribution Worksheet: i
12 � 12.8 � 4.3 ( 1.8 � 0.4
Mintmum Avera e Head Distribution Head Loss �4 ! 17.0 ! 5J 2.4 0.6
tft Sft 16 21.8 7.3 3.0 � OJ
2ft 6ft �g � � 9.1 3.8 ; 0.9
5ft 10ft Zp � � 11.1 4.6 j 1.1
25 i 16.8 b.9 i J
D. 7. Suppty Pipe Diameter. 2.0 in 30 ; 23.S 9.7 2.4
35 ; 12.9 3.2
2. Supply Pipe Length: 138 ft qp I 16.5 � 4.1
E. Friction Loss in Plastic Pipe per t00ft from Table I: 45 ' 20•5 5.0
50 � 6.1
Fric[io�Loss= 3.32 ft per t0pft of pipe 55 � 7.3
� ' $.6
p, Determine Equivalent Pipe Length from pump discharge to soit dispersat area discharge 65 I 10.0
point. Estimate by adding 25%to suppty pipe length for fitti�g toss. Supply Prpe Length �p I 11.4
(D.1) X 1.25=Equivalent Pipe Length 75 '' 13.0
t38 ft X t.25 = 172.5 ft 85 ' ' 16.4
95 20.1
G. Catculate Supply Frrction toss by multiplying Friction Loss Per 10pft (line E)by the Equivolent Pipe Length (Line P)and divide by 100.
Supp(y Friction Loss=
3.32 ft per 100ft X 172.5 ft - 100 = 5.7 ft
H• To[al Heod requirement is the sum of the Eleva[ion Difference {Line A),the Distnbution Head Loss(Line 6),Additional Head loss(Line C),and
the Supply Friction Loss(Line G )
9.0 ft * 5.0 ft + ��ft - 5.7 ft = 19.7 ft
3. PUMP SELECTION
A pump must be selected to deliver at least 36.� GPM�Line 1 or Line 2)with at least 19.7 feet of total head.
�omments:
Loas of Sai Borin4s
License#810
location or Project: Lot 1, Btock 1
Borings made by: Rusty Olson's Soil and Perc testing W1/2Q14
Class�cation System: AASHO ; USDS•U8D3-SCS X ; Unified ; Other
Auger used�check two�: Hand_X , or Power_,Fiifllrt. Bucket or Probe_X_
Boring Numb�er_1,_,Surface elevatian_982.6 Mottted Soil at 1.5 feet
0"-8"Daric broNm loam 10yr3/2 H20 present at_X_
8"-18"Brown loam 10yr4/3
18"-24"Rusty brown loam to clay loam 10y�/3
Boring Number_2_Surface eRevation_982.6 Mattled Soil at 1.3 feet
0"-6"Oark brown loam 10yr312 H20 present at_X'
fi"-16" Brown loam 10yr4/4
16"-24"Rusty brown loam 10yr5/4
Boring Number�3_Surface e{evation_980.1_ Mottled Soil at_1.2 feet
0"-6"Dark brown ioam 1�yr3J2 H20 present at_X
6"-14" Brown loam 10yr4/4
14"-20" Rusty brown loam 10yr5/3
Boring Number 4_Surface elevation_980.2 Mottied Soii at 1.5 feet
0"-6"Dark brown loam 10yr3/2 H20 preserrt at_X
6"-12"Brown loam 10yr4/4
12"-18" Brown loam 10yr5/4
18"-24p Rusty breswn loam 10yr514
Boring Number 5_Su�face elevation_982.4 Mottled Soil at 1.5 feet
0"-8"Dark brown loam 10yr3/2 H20 preseM at_X
8"-18" Brown loam 10yr4/3
18"-24" Rusty brawn loam to Gay loam 10yr513
Boring Number 6 Surtace elevation_976.9 Mottled Soil at 1.2 feet
0"-6"Dark brown loam 1Qyr3/2 H20 preserrt at X_
6"-14"Brown loam 10yr4/4
14"-20"Ru�y brown loam 10yr5/3
L�of Sa�Borin�
License#810
Location or Project: 425 Lakeview Bivd.
Borings made by: Rusty Oborf's Soil and Perc�np 10/12/2015
Classfication System: AASHO ; USDS-USDS-SCS X : Unifi�ed ; Other
Auger used(chack two): Hand_,X�or Power_,Fi�ht,Buck�or Probe,X_
Boring Number 7_Surface elevation_968.1 Mot�ed Soil at 1.3 feet
0"-6"Dark brown loam 10yr3/2 H20 present at X_
6"-10"Brown bam 10yrM3
10"-16°Brown ciay laam 10yr5/4
16"-24"Rusty brown clay loam 10yr5/4
Boring Number 8_Surface el�vatian_�8.1 Mattled Soil at 1.3_feet
0"�"Dark brown loam 1 Qyr3/2 H20 present at X_
6"-10"Brown loam 10yr4l3
10"-16"Brown clay loam 10yr5/4
16"-24"Rusty brown clay bam 10yr5/4
Boring Number_9_Surfac�e e#evaUon 964.2_ MoYtled Soii at_1.5 feet
0"-12"Dark brown foam 10yr3/2 H20 preserrt at X_
12"-18"Brown loam 10yr4/3
18"-26"Rusty brown clay laam 10yr4/3
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 11:08 P.M. On 7/02/14
Location: Lot 1, Blk 1
Hole number: 1
Date hole was prepared 7/01/14
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole�
Depth, inches Soil te�ure
0-6" Dark brown loam 10yr3l2
6"-12" Brown loam 10yr4t4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial water filling 7/01/14 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
11:18 11:33 6" 2.0 7.5
11;40 11:55 6" 2.0 7.5
11:56 12:11 6" 2.0 7.5
AVERAGE PERC. RATE 7.5 MPI
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 11:08 P.M. On 7/02/14
Location: Lot 1, Blk 1
Hole number: 2
Date hole was prepared 7/01/14
Depth of hole bottom_12"_inches, Diameter of hole_6"_ inches.
Soil data from test hole:
Depth. inches Soil texture
�-6'" Dark brown loam 10yr3/2
6"-12" Brown loam 10yr4/d
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial water filling 7/01/14 depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of wate�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
11:19 11:34 6" 12 12.5
11:39 11:54 6" 1.2 12.5
11:57 12:12 6" 1.2 12.5
AVERAGE PERC. RATE 12.5 MPI
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 11:08 P.M. On 7/02l14
Location: Lot 1. Blk 1
Hole number: 3
Date hole was prepared 7/01/14
Depth of hole bottom 12"_ inches, Diameter of hole_6"_ inches.
Soil data from test hole:
Depth, inches Soil te�ure
0-6" Darlc brown loam 10yr3/2
6"-12" Brown loam 10yr4/4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of i�itia!water filling 7/01/14 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
11:20 11:35 6" 2.0 7.5
11:38 11:53 6" 1.8 8.3
11:58 12:13 8" 1.8 8.3
AVERAGE PERC. RATE 8.0 MPI
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Olson's Perc. starting at 11:08 P.M. On 7/02/14
Location: Lot 1. Blk 1
Hole number: 4
Date hole was prepared 7101/14
Depth of hole bottom_12"_inches, Diameter of hole_6"_ inches.
Soil data from test hole:
Depth, inches Soil texture
0-6" Dark brown loam 10yr3/2
6"-12" Brown loam 10yr4/4
Method of scratching side wall: Knife
Depth of gravel in bottorn of hole 2 inches:
Date of initial water filling 7/01/14 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
11:21 11:36 6" 2.2 6.8
11:37 11:52 6" 2.1 7.2
11:59 12:14 6" 2.1 7.2
AVERAGE PERC. RATE 7.i MPI
Percolation Test Data Sheet
�ic.#810
Percolating test readings made by: Rusty Olson's Perc. staRing at 11:59 A.M. On 10/13/15
Location: 425 Lakeview Bivd.
Hole number: 5
Date hole was prepared: 10/12/15
Depth of hole bottom _12"_inches, Diameter of hole 6" inches.
Soil data from test hole:
Depth, inches Soil texture
0-6 Dark Brown Loam 10yr3/2
6-10 Brown loam 10yr4/3
10-12 Brown clay loam 10yr5/4
Method of scratching side wail: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial water filling 10/12/15 depth of initial water filling 12 inches above the 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
12:09 12:24 6" 2.7 5 6
12:27 12:42 6" 2.6 5.8
12:43 12:58 6" 2.6 5.8
AVERAGE PERC. RATE 5.7 MPI
. �
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusry Olson's Perc. starting at 11:59 A.M. On 10/13/15
Location: 425 Lakeview Bivd.
Hole number: 6
Date hole was prepared: 10/12/15
Depth of hole bottom_12"_inches, Diameter of hole 6" inches.
Soil data from test hole:
Depth, inches Soii texture
0-6 Dark Brown Loam 10yr3/2
6-10 Brown loam 10yr4/3
10-12 Brown clay loam 10yr514
Method of scratching side wall: Knife
Depth of gravei in bottom of hole 2 inches:
Date of initial water fiiling 10/12/15 depth of initial water filling 12 inches above the 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
12:10 12:25 6" 3.0 � 0
12:26 12:41 6" 3.0 5.0
12:44 12:59 6" 3.0 5.0
AVERAGE PERC. RATE 5.0 MPI
� � .� ����
/�� DATE TIME
ITY OF ORONO CALLED IN
INSPECTION NOTICE���i�SCHEDULED ���� �
PERMIT NO. � COMPLETED
ADDRESS � �� �� � o""" �
OWNER TELEPHONE NO. l4� ��5��
CONTRACTOR �C���
� DESCRIPTION P���- �--��p '
l� ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
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