HomeMy WebLinkAbout2010-01105 - septic CITY OF ORONO PERMIT NO.: 2oiaoiios
2750 KELLEY PARKWAY
• ' ORONO, MN 55356- DATE ISSUEv: 1 U10/2010
952 249-4600 FAX: 952 249-4616
ADDRESS : 465 SPRING HILL RD
PIN : 25-118-23-34-0002
LEGAL DESC : LJNPLATTED 25 118 23
: LOT 000 BLOCK 000
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
ACTIVITY : MOUND SYSTEM-SEPTIC -
NOTE: MOUND SEPTIC CONSTRUCTION
APPLICANT SEPTIC NEW 200.00
OLSON CONSTRUCTION CO. STATE SURCHARGE SEPTIC 5.00
6970 INWOOD ROAD
COLOGNE,MN 55322- TOTAL 205.00
(952)448-6674
Minnesota State License#: L1111
OWNER
ZONA TRUSTEE,RICHARD A
55 ARBOR CT
TONKA BAY,MN 55331-
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,app(icable 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 goveming 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 after work has commenced.
The applicant is responsible for assuring all required inspections aze
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
/ / / /
Applicant Permitee Signature Date Issued By S'g ature D
SEPARATE PERMITS REQUIRED FOR WORK OTHER AN DESCRIBED ABOV .
¢�� P.O.Box Orono FC�R CITY•U5E QNLY
O O ' �� #��*���
�- 2750 Kelley Parkway Da#e Received �°��_ � � Pernaif# �
� � Crystal Bay,MN 55323 °'
��� (952)249-4600 Amount ��'��� $:���• ���� ��.�
CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
Site Address: ��` � S 1' �`��� � ` � `
Owner: Mailing Address:
City: Zip:
Home Phone: Alternate Phone:
Contractor/App.: O�sON CO�k-��G�-���1 Contact Person: �C� 1�-�-�C�I b�� �
Address: �,�,_9�� ��/,(�(X.�l /�C1 State License #: 1 � � �
City: Zip: � Expiration Date: 1 r l
Phone: � -��-t��- . (u7� Altemate Phone: ��o/�Z��`�"Z�
Residential ❑ Commercial ❑ Other
New or Replacement System $200.00 v��� ' �
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge 5.00 5.00
Total $ ;ZOS.- 4C�
W:\(Permits)\Septic Permit Application-Updated Surcharge 7-1-10.doc
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I will be installing the following:
n
Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks: �c� S� �olS � �o�S
Treatment System
Trenches 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:
MPCA License No.: � � � J
Staff Review: Accept ❑ Denied
Reviewer: ���.(�� �c /� Date: ��� ��� !O
--. — —
Reason for Denial:
Comments (to be printed on inspection card):
W:\(Permits)\Septic Pertnit Application-Updated Surcharge 7-1-10.doc
2 � 2
4
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Joseph 41son D.B.A.
Rusty Olson's--Soil and Percolation Testing
Joseph J. Olson--MICA License#810
11481 Riverview Rd.NE,Hanover,MN 55341
(763)498-8779 Fax (763) 498-8290 ORONO COPY
September 2S,2010
Richard Zona
465 Springhill Road
Or000,Hennepin County
This on-site Sewage Treatment System is desigr►ed for a Type TII,four bedroom home in accordance with the
Minnesota Potlution Control Agency Chapter 7080 and local ordinances.
The seasonally saturated soils were located at 4-20 Inches(Mottled soil). Due to the existing system and seasonally
saturated soils and Slope under the rockbed an OTHER pressurized Mound System will need to be installed to treat
septic e$luent. "I'he boitom of the ireaiment area must be Iocated at least 3'above the saturated soils.Other systems
need to be monitorcd_The monitoring plan is to be set by the LUG. The city monitoring plan as of this day is 2 times a
year i�the spring and fall.The home owner is responsible for the monitoring plan.
The mitigation plan for this lot is one of the other sites located on the site pian.
A water meter must be insKalled in the house.
flRQNO COPy
The soils at a depth of 12"have a percolation rate averaging 38 MPI.
All neighboring wells are located greater than 100'away from proposed treatrnent area
A pumping chamber will need to be installed to lift the effluent to the lreatmeat 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.
The manifold and supply line must have back drainage to the pumping chambec The distribution pipes shall have their
ends capped_ Be sure the rock and sand fill materials are clean. The sod layer below the entire mounded area must be
tumed over,just break up the sod and be sure not to over work.
Keeo all heaw equipment off ot'the aroposed treatment are9s before durinQ and after construction.
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 tank every year for 1 tank every two years for two tanks.
Sincerely,
.
��,.— ---_
�� OR4N0 COPy
Joseph J.Olson
ir4 i T ��V��
1�EM'IC T P A�i
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' ` �' OSTP Design Summary Worksheet UNIVERSITY �l; �
' Minnesota Ps�ilution � OF MINNESOTA � `'"��^'
CoMrcl Agenty ..�.- ::,,���-
Froperty owner�ctient: Richard Zona
Stte Address: 465 Springhill Road,
1. AVERAGE DESIGN FLOW:
A. Design Flow: 6� Gallons Per Day(GPD) Note: The estlmoced design Jlow is constdered o peak Jlow rate includinq a sajety
foctor.For lonq term perjomwnce,che overoge dolly Jlow fs retommended to be c
B. Septic Tvnk capadty: 2250 Gallons 60%oJ thts value.
�, Number of Septic Tanks or Compartments: � Effluent Screen&Alarm? Y8S
Type of Soil Trealment ar�d Di�ersal Araa Type of Dlstributbn
O Tre� O aee O�+o�,�,a O c�ra�rr�uuo„ O a�swre D�v;a,�-�el O a�e D�,ao�ru��l
O ac-c�ade O a�e o-��oo�
Sqstem Type
❑Type I ❑TYpe Q �7ype III ❑1�'Pe IV ❑Type V
2. SlTE EVALUATION:
A. Depth to Limiting Layer: C�inches 0.3 ft
B. Measured Percent Land S(ope: 5.0 % 0.0
C. Soil Texture: LOam —� Percolation Rate: 38 Minutes per Inch
D. Soil Hydraullc Loading Rate: 0.45 GPD/ft2 E.Contour Loading Rate 12 ��/f�
3. DESIGN SUMMARY
Trench Design Summnry
Absorption Area ��ft2 Sidewall Depth �in Trench Width �{n
Total Lineal Feet �#t Number of Trenches � Maximum Trench Depth �in
Bed Design Summary
Absorption Area ��ftz Media Below Pipe �_�fn Bed Length �ft
Bed Width �ft Maximum Trench Depth �in
Mound Design Summary
Absorption A�ea �00 {� Bed Length r�ft Bed Width 10.0 � �
Absorption Width 26,p it Clean Sand Lift 2,T 1t
Upslope Berm Width 10.0 ft Downslope Berm Width 26_Q ft Endslope Bertn Width 15.0 ft
Total System Length $p ft Total System Width �ft
At-Grade Design Summary
Absorption Bed Width�ft Absorption Bed Length �ft System Height �ft ,
Absorption Bed Area �ft2 Upslope Bertn Widih �ft Downslope Berm Width �ft
Endslope Bertn Width �ft System Length �ft System Width �ft
,
� • ���- OSTP Design Summary Worksheet UNIVERSITY � `-�
Minnescta P�llutlon �
Control Agency OF MINNESOTA '��+,�:;,
Pressure Distr(bution Summary
No.of Perforated Laterals � Pertoration Spacing �ft Perforation Diameter 1/4 in
Flow Rdte 3$ GPM Supply Pipe Diameter�in Total Head 17.6 ft
4. ORGANIC LOADING(if p�etreatment ts bei�g used)
Organic Loading to Pre-Treatment Unit =Design Flow X Estimated BOD in mg/L in the effluent X 8.35-�t,000,000
�] gpd X �mg/L X 8.35 t 1,000,000= �lbs BOD/day
Calculate System Orgonic Loading: lbs.BOD/day +BottomAreo =lbs/day/ft�
�lbs/day+ �ftZ= �lbs/day/ftZ
CommenEslSpettat Deslgn Considerations:
I hereby certify that I have completed this work in acwrdance with all applicable ordinances,rules and laws.
Joseph J Olson �! ,�-�._ 81Q 09/25/10
�,��,_
(Designer) (Signature) (License H) f0ate)
�
,�
� �
�� OSTP Mound Desi n -�-�f�
� .
�--' UNIVERSITY � � �`
Minnesota Pollution OF 11/IINNE50TA � t� �''�:;�
Control Agency Worksheet - � y'`1..`•�.,
�. SYSTEM SIZtNG:
A. Desiyn Flow(Design Summary 1A): 60fl GPD ab e I
MOUND CaMOUR lOADING RATES:
B. Sofl Looding Rate (Design Sum.2D): 0.45 GPD/ft2 Atcawrcd Texture-derived Contour
Porc Ratv �R mound absorptlon raii �oadtng
C. Depth to Limiting Condition: 0.3 ft _ Rat4:
D. Percent Land 5lope (Destgn Sum. ze): 5.0 �; s�mpt i.o.i.a.z.o,z.a,z.e z�t
E. Desiyn Med�a Looding Rote: 1.2 GPD/ft2 61-t20 mp1 oR s.o _�i
F. Mound Absorptfon Ratio: 2.G =t2o mpi- :s.o� �6^
G.Desisn Contour Londing Rate: 12 GPD/ft •Systems with these values are not Type I systems.
(From Design Summary 2E-same as Linear Loading Rate) Contour Laading Rate is a recommended value.
2. DISPERSAL MEDIA SIZING
A. Calculate Required Dispersal Bed Aren:Design Flow (1.A)+Deslgn Media Lood�ng Rate (1.E)=ftZ
if a larger dispersal media 600 GPD: 9.2 GPD/ftz = 500.0: ftx
area is desired,enter size: ��Z
B. Calculate Dlspersa(8ed Wfdth:tontour Loading Rote (1.G):Design Media Loading Rcte (1.E)=Bed Width
12 ft = 1.2 gpd/ft� = 10.0
C. Calculate Dispersal Bed Length: Dispersai Bed Area (2.A):-8ed Wfdth (2.6)=Bed Length
500.0 f� = 10.0 ft = 50.0 Fe
D. Select Dispersal Media: r-
3. ABSORPTION AREA SIZING
Note:Mound setbQcks are meusured from the Absorption Areo. .
A. Calculate A6sorption Wldth:Bed Width (2.B)X Mound Absorption Ratlo (1.F)=Absorption W3dth ,
10.0 ft X 2.60 = 26.0 ft
B. For slapes from 0 to 196, the Absorptfon IA�idth is meawred from the bed equalty in both directions.
Calculate Absorptlon Width Beyond the Bed:Absorption Width (3.A)-Bed Width (2.6)+Z=Width beyond 8ed
( NfA tr - N/A ft) + N/A = N/A h
C. For slopes>1�, the AbsorpHon Yl�idth is measured downhill from the upslope edge of the Bed.
Calculate Downs(ope Absorption Width:Absorpdon Width (3.A)-Bed�dth (2.6)=ft
26.0 ft - 10.0 fc = 16.0 ft
Comments:
Slope, CLR Choice,Moter►a!issues
4. �MOUND�IZING
A. Calculate Clean Sor�d Lift: 3 feet minus Depth to Limittng Condition (1.C)=Clean Sand Lift (1 ft minimum)
3.0 ft - 0.3 ft = 2.7 ft
B. Calculate Upsiope Height:Clean Sand Lift (4.A)t media depth (1 ft.)+cover (1 ft.)=Upslope Height
2.7 ft + 1.0 ft + 1.0 ft= 4.7 ft
D-34:Stopr MultipUer Table
Land Stope% 0 1 2 3 4 S 6 7 8 9 10 Ii IZ 13 I� 15 16 17 1B 19 20 21 22 23 21 25
UpSIOp? 3:/ 3.00 2:91 2.83 2.75 2.68 2.b� 2.SJ 2.a8 2.+2 2.36 2.31 2.26 2.21 Li7 2.13 2.U9 2.05 2.03 ?.OQ 1.97 1.95 1.93 1.51 1,89 1.87 1.8i
Be�m Ratio l:� �.co;.e� a.�o ss� s.as �.33 3,23 3.12 3.U3 2.9d 2.86 2.78 I.70 2.62 L55 2.J8 t41 2.35 2.24 2.23 2.18 2.13 2.06 2.03 1.98 7.9J
nd Stope n 0 I 2 3 4 5 6 7 B 9 10 11 12 U I� IS 16 17 t!. 19 24 21 22 23 21 25
DO[7f151C� 3:1 3.00 3.OS 3.19 3.30 3.d1 3.53 3.66 3.E0 3.45 d,tl J,]9 wd8 4.64 d,95 5.2J 5.55 5.88 6.2J 6.63 7.W 7.a7 7.93 8.�12 B.9i 9..16 �0.0I
Berm Ra�fo a:1 d.00 4.17 J•35 J�Sd 4.76 S.CD 5.26 5.56 5.88 6.25 6.6 7.IJ 7.69 8.29 8.92 9S7 10.2a i0.9d 11.67 12.d2 13.79 11.9i 11.B2 15.67 16.SJ 17.A.1
� Select Upslope Berm Multipller
(based on land slope): 2.13 (figure D-34)
D. Calculate Upslope Berm IMdth:Mul[iplfer (4.C)X Upslope Mound Helght (4.B)a Upslope Berm Width
2.13 ft X 4.7 ft S 10.0 ft
E. Calculate Drop in Etevation Under Bed:Bed Width (2.B) X Land Slope (1.D)�100=Orop (ft)
10.0 ft x 5.00 % = �oo= 0.50 ft
F. Calculate Downslope A4ound Hefght:Upstope Hefght (4.6j+Drop in E[evation (4.E)=Downslope Hefght
4.7 ft f 0.50 ft = 5.2 ft
�, Select Downslope Berm Multiplier
�based on land slope): 5.00 (figure D-34)
H. Calculate Downslope Berm NHdth:Multiplier (4.G)X Downslope Hefght (4.F)=Downslope Berm WYdth
5.00 x 5.2 tt = 26.0 ft
I. Calculate Minimum 8erm to Cover Absorpdon Area:Downslope Absorption Width (3.6 or 3.C)+4 ft.=ft
16.0 ft +� ft = 20.0 ft
J. Design Downslope 8erm =greater of 4H and 41: 26.0 ft
K. Select Endslope Berm Multiplfer: 3.00 (usually 3.0�4.0)
L. Calculate Endslope 8erm (4.K)X Downslope Mound Height (4.F)=Endslope Berm Width
3.00 ft x 5.2 ft = 15.0 ft
M.Calculate Mound Width: Upslope Berm Wid[h(4.D)+Bed Wfdth (2.6)+powns(ope Berm INidth (4.J)=ft
� � � � I
10.0 ft + 10.0 ft + 26.0 ft = 46.0 ft
N. Calculate Mound Length:Endslope eerm Width (4.L)+Bed Length (2.C)+Endslope Berm Width (4.L)=ft
15.0 ft t 50.0 ft + 15.0 ft = 80.0 ft
5. MOUND DIMENSIONS GREATER THAN 196 SLOPE �
� ---------Upslope (4.D) -- -10.0---- --------- ,,,.
� ��
, .
,
� ,
� ,
� ,
� ,
� �ndsto e (a.�) Dispei�sal Bed: (2.B x 2.C) -o Endsto :e a.�
� 1�.0 50.0 10.Q � `15.0
� � v �
� v '
�
�
� s ;
o t �
� `,`� Downslope (4.J) 26.0 ��`�
� ---------------------- ------------- -----___.
Total Mound Len th 4.N) $�-n
4"inspection pipe
18"cover on top
U slo , berm (4.D) Downsl e berm 4.J 26.0
10.0
12"cover on sides
_ (6„topsoit)
- 2.7 Clean sand lift (4.A)
0.3 R�(3tit io Lit;�itin�; t1.C; _
Limitin� C.onditfon � "�`—�`"---------.-_—...-_—_
Abso tion Width (3.A -'—�� —� "�-----
Note: 26.8
For 0 to 1%slopes, Abso�ption W/dth is measured from the Bedequally in both directions.
For slopes >1%, Absorption Widthis measured downhitt from the upslope edge of the Bed.
I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws.
Joseph J Olson ,� . 810 09/25/10
(Designer) ,J (Signature) (License�) (Date)
� � OSTP Pressure Distribution
Minnesota Pollution UNIVERSITY r'
Control Agenty Design Worksheet OF MINNESOTA `,,����,
1. Select Number of Perforated L.aterals in system/zone: �3 � ��Q
(2 feet is minlmum and 3 feet is maximum spacing) '�` � 3' ;�M�a�iodc
2. Select Perforation Spacing: 3.0 ft � _ �z'
• 9°ol rotJc
3. Select Perforotion Diometer Slze 1/4 inch
Perforation siring:'/e'to�/,"
P�aAoratlon Y ro 9'
4. Length oJ Lnterals =Media Bed Length-2 feei. Perjorntion con rrot be c(oser then t foot:from.edge.
50 - ztc = 48 ft
5. Determine the Number of Perforatfon Spaces. Divide the Length of Loterals (Line 4)by the Perjoration Spacinq (Line 2)and
round down to the nearest whole number.
Number of Perforatton Speces = 4$ ft + �ft = 16 Spaces
6. Num6er of Perforations per Latervl is equal to 1.0 plus the Number of Perforntion Spnces (Line 5).
Perforations Per Lateral = 16 Spaces + 1 = 17 Perfs. Per Lateral
Check Table 1 to verify the number of perforations per latero(gucrantees less Yhan a f0%discharge variation. The volue is double if
the a tenter manifold is used.
�• Total Number of Perforotions equals the Number of Perforations per Latero! (Line 6)multiplied by the Number of
Perforated Loterals (Line 1).
17 Perf. Per Lateral X C�Number of Perf. Laterals = 51 Totat Number of Perf.
8. Calculate the Square Feet per Perforatfon. Recommended value fs 410 ft Z per perjoration. �����
Does not apply to At-Grodes ��a�
Bed Areo m Bed Width(ft)X Bed Length(ft) "'"d� ��. �.,. �c,� ��, �
,:a o.i� o., nss o.�s
�� ft X 50 ft = 500 ft� �.s o:ss- oa� aes a+
�:o• aai o.» aw �.o�
i� 0.29�'. .� 0.6i � 0.N t.tt
Square Foot per Perforotion =Bed Areo divided by the Tota!Number of Perforatfons (Line 7). xo o:�. o:n as. ,.�,
�o o:st au �.i� �w�
s. o.+� as� cu r.es
500 ftz - 51 perforations = 9.8 ftz/perforations ,�,,, ��'����and3/1fiNchpeAontlaaon
�n Mcnwrror•aasona�eu�ne,w r�.
9. Select Minimum Average Heod: 1.0 ft :r«� enaw�
1 M inch and 3rt6 Inch peforatbm on MS75
�ren. �nrrJ�nerranemsm►ins
10. Select PerJorotion Discharge (GPM)based on Table ill: 0.74 GPM per Perforation
11• Determine required Flow Rate by muttiptying the Total Number of Perforotions (Line 7)by the Perforadon Discharge (line 10)_
51 Pertorations X 0.74 GPM per Perforation = 38 GPM
12. Setect Type of Manifold Connection (End or Center): �End ❑ceneer
� �� _ OSTP Pressure Distribution UNIVERSITY
Minnesota Pollution Desi�n Worksheet OF MINNESOTA ;: � � �
Control Agency • v�\�
Maximum Number of PerFora[ions Per LaceraE to Guarantee t 1096 Discharge Variateon
/. ncn oraboxrs 7/32 lnch Pe oradons
Pipe[liamfter flncFf�s) Perforadan Spacing Pip�Diart+eixr tlncMs)
Parforatior�5p'cFng(FQet) t 1t4 11S 2 3 tFeei) 1 tih �3'4 2 3
2 10 13 18 30 40 2 '11 16 21 3# 68
2� 8 !2 16 28 5# 2Yi 40 1i 2� 32 64
3 8 12 16 23 52 3 9 14 14 30 60
3i 16 inch Perfa�aiions L%8 Inch Pesforations
P�rforae6on Spacing(Feet) Ap�Diarnete�•(hxhes) PerForatian Spacing Pipr Disaieier(lnthes)
t �S6 �t� 2 3 (FeQt} 1 I tk 1 Vi 2 3
2 12 18 2b #6 '67 2 21 33 +f4 7i �49
2t� 12 17 2� 40 80 2Y. 20 30 47 69 1'35
� 12 16 22 37 TS 3 30 Z9 38 E•t 12E
Table 11
t4. Select Lnteral Diameter based on Table I: 2.00 in Volume of Liquid in
15. Volume oj Liquid Per Foot of Distribution Piping: 0.170 Gallons/ft �Pe
Pipe Liquid
16. Volume of Distribution Piping = Diameter Per Foot
_[Number of Perforafed Laterols (Line 1)X Length of Loterals {Line 4)X (inches) (Gallons)
(Voturr�of Liqutd Per Foot of Distribution Piping(Line 15)] 1 0.045
�3 � X 48 ft X 0.170 = � 1.25 �.078
gaUft 24.5 Gallons 1.5 0.110
2 0.770
17. Minimum Dose=Volume of Distribution Piping(Line 17)X 5 3 0.380
24.5 g8is X 5 = 122.4 Gallons 4 0.661
.-Cleanouts '-^-- � T�d ��
,�
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: !
;: nRanifold py�e,, � pipe from pump
r ,
� �
/
''-.._ ean outs �
'�altenwte laadon
of pipettompump •��r`
BI�HtWtE IDCBtiDIi
• irom of ` from
I hereby certify that I have completed this work in accordance with atl applicable ordinances,rules and laws.
---�--_`.
Joseph J Otson 810 09/25/10
�
(oesigner) (Signahuue) (ucense#j (Date)
� � _ OSTP Pump Selection Design ._
� ���' LTNIVERSITY \ � �
Minnesota Pollution ' WOrkSheet OF MINNESOTA � "+ * �
Control A en r . .�'�\%
1. PUMP CAPACITY
A. Pumping to Gravity or Pressure Distribution: O c�ra�iry OO �esa,re
1. If pumping to gravity enter the gallon per minute of the pump: ��GPM
2. If pumping to pressure,is the pump for the treatment system or the collection system:
�Tra3pnent System �Colk�.tion System�
3. If pumping to a pressurized treatment system,what part or type of system:
❑Soil Treatment Unit p Media Filter p Other
4. If pumping to a pressurtzed dis[nbut�on system: 38.0 GPM
(lrne 11 0/Prenure Dishibutlon or line 10 of Non-Level or mter if CoUection System)
2. HEAD REQUIREMENTS
3. Elevatton Difference �� {t a�o�a�n�
' �i�.
ia
between pump and point of discharge:
w��`�
NOTE:IF rystem fs an individual subsurface sewage trea[ment j__
system,comp(ete steps 4-9. !f system is a Cotlection System, ay+e ���;•
skip steps 4,5,7 and 8 and go to 5tep f0. _ �H�
,�.�:.. .
---.� _.
4. Distribution Head Loss: �ft -------,.�._,..��.._---._ -�_._,__.__..
5. Additional Head Loss: �ft(due to special equipment,etc.)
Distribution Head Loss n on LoSs n asUC pe per
Gravity Distribution=Oft C=130.
Nominal Pipe Diameter
Pressure Distribution based on Minimurn Average Head
Value on Pressure Dlstribution Worksheet: PM� 1 1'/ 1Yt 2 3
ilAinimum Avera e Head Distribution Head Loss 10 9.11 3.08 1.27 0.31
1 ft 5ft �2 1277 4.31 9 J8 0.44
2ft 6ft
5ft 7 oft 14 16.88 5.74 2.36 O.SB
'�6 7.35 3.03 0.75 0.10
6. A.Suppty Pipe Diameter: 2.0 in 1 g _-- 9.14 3.T6 0.93 0.13
B.Supply Pipe Length: 35 h 20 - 11.11 4.58 1.13 0.16 ,
25 16.78 6.92 1.71 0.24
7. Based on Friction Loss in Plastic Pipe per 100ft from Table I: 3Q ..,_ - 9.69 2.39 0.33
Friction Loss= 3.67 ft per t0oft of pipe 35 --- 12.90 3.18 0.44
40 - 16.52 4.07 0.57
g, Determine Equivnlent Pipe Lenyth from pump discharge to soil dispersdl 45 5,07 0.70
area discharge point. Estimate by adding 25%to supply pipe length for
fitting loss. Supp(y Pfpe Length(5.B) X 1,25�Equiva[ent Pipe Length 5O --- 8.16 0.86
55 - -. =-- 7.35 1.02
35 ft X t.25 = 43.8 ft 60 8.63 1.20
9. Gatculate Supply Friction Loss by multiplying Frictlon Loss Per f00ft (Line 6)by 65 --- 10.01 1.38
Supply FNctton Loss=
70 - -- --- 11.48 1.60
3.67 ft per to0ft x 43.8 ft f to0 - 1.6 ft
� � _ OSTP Pump Selection Desi�n , �_,
• ' ^' LTNIVERSITY � ;�,
Minnesota Pollution Worksheet OF MINNESOTA '
Conirol A ent " �- ``'=��
10. Equivalent length of pipe fittings. Equivatent Len�th Faetors(f�)for PVC Pipe
F'ttNr�gs
Settion f0 is for Collection Systems ONLY and dces NOT need to be p(pe Diameter(in.)
campleted for individual subsurface sewage treotment systems. Fittin;Type �� Z 3
Quantity X Equivalent Length Factor=Equivalent Length Gate Valve 1.07 1.38 2.04
90 Deg Elbodv 4.03 5.17 7.67
Fitting Type Quantity Equlvalent Equivalent 45Deg Etbow 2.15 2 76 4:09
Le�gth Factor length(ft) Tee-flow 7tuu 2:68 3:A5 5:11
ee-
Gete Valve X ' Swing Check Vatve 13,40 17.20 25.50
90 Deg Elbow X Angte Yalv�e z0.10 25.80 38.40
Globe Valve 45.60 S$:60 86.90
d5 0eg Elbow X ' Buccerfty Vatve 7:75 1 t.5o
Tee-Flow Thru X •
T�_B���� X NOTE:Equivalent length values for PVC pipe
fittings are based on calculatlons using the Hazen-
Swing Cheek Valve X ' Wiltiams Equation. See Advanced Designs for SSTS
Angle Vatve X = for equation. Other pipe ma[eriat may require
Globe Vatve X � differeni equivalent length factors. Verify other
equivaleM length factors with pipe materiat
Butterfly Valve X � manufacturer.
Valve 70 X = NOTE:System installer should contact system
va`�" X � designer if the number of Nttings varies from the
desiqn to the actualinstatlation.
A. Sum of Equivalent length due to pipe fittings: �f�
Haze�-Williams Equation for h
B, Totat Prpe length =Supply Pipe Length(5.8)+Equivalent Pipe Length(9.A.) �O.5
0 ft �0 ft `�rc hs — Da.s� �`�Q=C)�.ss ,�L
C, Hazen-Witliams friction loss due to pipe fittings and supply pipe(h�): Q in gpm L in feet D in inches C=130
(10.5 . Pipe Diameter°�8�) X ( Flow Rate + Constant)''B5 X Total Pipe Length(10.B)
(10.5 : �i�4.s�� X �(-�9pm T�30),.e� X ��ft =�ft
I-_ i
11• Total Head requirement is the sum of the E(evatfon Dtfference (Line 3),the Distributlon Head Loss(Line 4),Additional Head Loss(Line 5),
and either Supply Friction Loss(Line 9),or Friction Loss from the Supply Pipe and Pipe Fittings for collection systems(Line 10.C)
NOTE:Supply Friction Loss(tine 8)need ONLY be used if NOT a collettion system.
NOTE:Friction Loss from!he Supp(y Pipe and Pipe Fittinqs(Line 9.C)need ONLY be used ij system is a collection rystem.
11.0 ft � 5;0 f� + �ft + 1.6 ft = 17.6 ft
3. PUMP SELECTION
A pump must be selected to de[iver at least 3$ GPM(Line 1 or Line 2)with at least �$ feet of total head.
Eomments: Pump type
I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws.
Joseph J OfSon � 810 09l25/10
(t?esigner) (Signature) (License IJ) (Date)
� .
Lo4s of Soil Borinqs
License#810
Location or Project: 465 Springhill Road
Borings made by: Rusty Olson's Soil and Perc testing 9/20/2010
Classification System: AASHO ; USDS•USDS-SCS X ; Unified ; Other
Auger used (check two): Fland_X_, or Power , Flight, Bucket or Probe_X_
Boring Number_1 B�Surtace elevation 78.6,_ Mottled Soil at 0.3_feet
0"-4" Dark brown loam 10yr4/2 H20 present at_X_
4"-30"Rusty brown loam to sandy loam 10yr5/3
Boring Number_2B_Surface elevation_77.9_ Mottled Soil at 1.6_feet
0"-12"Dark brown loam 1�yr3/2 H20 present at_X
12"-20"Brown loam 10yr4/4
18"-30" Rusty brown clay loam 10yr5/4
Boring Number_36 Surface Elevation_79.5 Mottled Soil at_0.3 feet
0"-4" Dark brown loam 10yr4/2 H20 present at_X
4"-30"Rusty brown loam to sandy loam 10yr5/3
.' , .
Percolation Test Data Sheet
Lic.#89 0
Percolating test readings made by: Rusty Olson's Perc. starting at 11:13 A.M. On 9/21/10
Location: 465 Springhill Road
Hole number: 1 B
Date hole was prepared:09/17/10
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-4" Dark brown loam 10yr412
4"-12" Rusty brown toam 10yr5/3
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 9/20/10 At 11:30 A.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
11:23 11:53' 6" 1.8 18;T
11:56 12:26 6" 1.8 16.7
12:27 12:57 6" 1.8 16.7
AVERA.GE PERC. RATE 16.7 MPI
.• • ,
Percolation Test Data Sheet
Lic.#810
Percolating test readings made by: Rusty Oison's Perc. starting at 11:13 A.M. On 9/21/10
Location: 465 Springhill Road
Hole number: 2B
Date hole was prepared:OS/17/10
Depth of hole bottom_12"_inches, Diameter of hole_6'_inches.
Soil data from test hole:
Depth, inches Soii texture
0-4" Dark brown loam 10yr4/2 •
4"-12" Rusty brown loam 10yr5/3
Method of scratching side walf: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 9/20/10 At 11:30 A.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 Pere Rate �
11:24 11:54 6" 0.5 60.0
11;55 12:25 6" 0.5 60.0
12:28 12:58 6" 0.5 60.0
AVERAGE PERC. RATE 60.Q MPf
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED
ADDRESS �� 5 -��'�� ' �'>; f� : � �
OWNER ��/"� TELEPHONE NO.
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Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
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? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 2a hours in advance. (952� 249-46��
Owner/ConUactor on site:
Insp�ctor. --�i��� ..���� �
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CITY OF ORONO CALLED IN �l`U
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� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
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_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
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❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 tor the next inspection 24 hours in advance. (952) 249-4600
Owner/ConVactor
Ins�ctor.
White Copyllnspector's File Canary CopylSite Notice
� C�,-� DATE TIME �
CITY OF ORONO CALLED IN l � --2�3-l0 �
INSPECTION NOTICE SCHEDULED
PERMIT NO.b���Lj L� `�R���COMPLETED
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❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETItRN
❑STOP ORDER POSTED.CAII INSPECTOR � CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952� 249-460�
OwnerlContractor o site:
Inspector_ >
White Copyllnspector's File Canary CopylSite Notice
DATE TIME ✓
CITY OF ORONO CALLED IN
INSPECTION N7OTICE SCHEDULED ' y�, L"� �U
PERMIT NO..�.�}ID -��1 I�S COMPLETED
ADDRESS �(Ci J S 1�� ' ^5' f� ► �� �-c�
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INSPECTOR WlLL RETURN
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❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Catl for the next inspection 24 hours in advance. �952� 24Q-460�
OwnerlContractor on site:
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White Copyllnspector's File Canary Copy/Site Notice
DATE TIME �/
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED "ZD^ ��
PERMIT NO. COMPLETED
ADDRESS t`-� C9 � �P(�rV;i' G�.'� \
OWNER ��J"�� TE EPHONE NO.
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❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WFLL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-46��
OwnerlContractor on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
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