HomeMy WebLinkAbout2015-01392 - septic CITY OF ORONO
� � � 2750 KELLEY PARKWAY * A�TE ISSUED: lU 3/0 5 *
ORONO, MN 55356-
(952) 249-4600 FAX: (952 249-4616
ADDRESS : 2735 DEER RUN TR E
PIN : 04-117-23-13-0013
LEGAL DESC : N/A
: LOT 006 BLOCK 001
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW OK REPLACEMENT(SEPTIC SYSTEM)
ACTIVITY : MOUND SYSTEM-SEPTIC
NOTE: (3)PRECAST CONCRETE TANKS
1200, 1000, 1250(LIFT)
8T X 41'MOUND
630 ROCKBED
APPLICANT SEPTIC NEW OR REPLACEMENT 400.00
TOTAL 400.00
SMITH'S SEPTIC&EXCAVATING Payment(s)
275 VIKING BLVD NW CHECK 5159 400.00
CEDAR, MN 55011-
(612)819-9018
OWNER
NIH Homes LLC
6840 213TH AVE
ELK RIVER, MN 55330-
AGREEMENT AND SWORIY 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 separate
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 after work has commenced.
The applicant is responsible for assuring all required inspec[ions are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause. n r,�
� '� ,�_X�
C�, __ -� �>�:� � �}5�, i r ,� , � s
Applicant Permitee Si � Date Issued By Signature Date
� il ����7� � 4�� V:C1�"N�1•'�N tH�
(�
.
�O� City of Orono � �n FOR ITY USE ONLY
� 2750 Kelley Parkway Date Receivec��� Pertnit# OIC�f � J/o'—'
Crystal Bay,MN 55323 �� /t-,
y � {952)249-4600 � �„` a 1'J Amount: $ Q� �
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lqk�SNOQ"�
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 ��� 3 ; � �,Zr- � �,,,,� `(-�.;1 ��,S ��
Owner: �y �� �-��*��+�.} Mailing Address:
City: ��IL 1�;�.z. Zip:
\ -�. '`
Home Phone: � ��� �► �� - '`�`'� � Altemate Phone:
Co�tr�ctor/Applicant Inforrnation:
Contractor/App.:_-5<���`'^ � � �Q����� - �X G� Contact Person: ���,������ �'�Q��
�a
Address: �� � vi1� +�� ����� � �"V `�' State License#: `��q
C�tY� �`'-� '�''�r Zip: �� Expiration Date: 3- `Z " � •� 1 l�''
.
Phone: ���� � �'�3�- 3 �'��' Alternate Phone�M `,� �- `��`�- �U��
TYPE� 4F OCCUPANCY
��] Residential ❑ Commercial ❑ Other
PER�AIT TYPE AND FEES
�'�le or Replacement System $400.00
�DO �a
Repair Existing System 100.00
(Tanks or Drainfield) �
Tota I $ ��D
1 /2
r'�
** ATTENTION APPLICANT"*
Fill in ali a ro riate blanks and check ail a ro riate boxes.
I will be instaliing the following:
Tanks
� Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks: ��a� `� `�'�° ����� ����
Treatment System
Trenches s.f.
� ���h�a
�� x �� Mound O 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: � �`a►8 ��
MPCA License No.: ���
Staff Review: � Accept ❑ Denied
� /� Z,
Reviewer: � Date:
Reason for Denial:
Comments (to be printed on inspection card):
2 / 2
/l
CITY OF OROND—SEPTIC SYSTEM PERNNT APPLICATION
GENERAL lNSTRUGTt4NS
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 1NSPECTIONS.
3 / 2
� �.�"'*�� :
� �;o. , �� �S SYSTEM IS DESIGNED FOR
�,�� BEDROOMS. ANY tNCR
��@� EASE IN Nt1MBER
OF BEDROOMS INYAIIDATES THIS DESIGN.
10�� Y' ���v ���trG
f Z y� `o�,�,� 7��,� Joseph ULson D.B.A.
��� � 3 y�o��c �us�ty Olson's--Soil. and Percolation Testing
Joseph J. Olson—MPCA License#810
11481 Rivervf ew Rd.NE,$anover,MN 55341
(763)49&8779 Faz{763}49&8290 _
Aug�st 23,2012
De�dee Hill
2735 Dea Rua Trai1 East
Orono,Hen»epin County
This on-site Sewage Treatment System is designed f�or a Type 1,Five-bec3room home in eccordance with
the Minnesota Pollution Control Agency C6apter 7080 and locei ordinances.
The periodically satiasted soils were located at 28"-36"(mottled soil).Uno to tbe periodiarlly saturated
soiis,a pressuriud mound system will aeed to bc instalted to treat the s�ptic efftuent The b�ttom of the
treatment area mttst be located at least 3'above tbe sahuated soils.
The soits at a depth of t2"l�ave a percolation rate averaging 3 MPI.
AIl tanks n$ed io be insulated if iberc is less thaa two feet of cover over the top of the tanks.Clean ouLc
must be instaUod on the end of the lat�rals for maintenance.
Use 7l32 incb perforatioas on t6e Iaterals.
All neig�boring wells an greattr fhna I00'from proposed treahnent areas.
A 1250 gallon pumping chember will need to be installed to lift the e@luent to the treatment area.The
power supply and Switch�s mvst be located autside the maahole and pumping chamber in a weatherproaf
enclosure.A warning device must be instalkd with light and swuid devicxs;this is i.a case of a pump
failure.The menifold and supply line must have back dsainagc to the puraping chember.
Keen all Lesw eauiument otiof the nroaosed tratmcnt areas beforc.dnrine and at�sr ounstruction
The area a und must be tenced off b the c t re an on ins.
With praper installation and maintenancc,this system should have ao problem in treating septic eSluent
effectively.Nothing othcr then gray water,(laundry,showers�etc.)Human water and toilet tissue should be
disposed of irrto the septic taaks.Garbage disposals are not rtconumcnded.Addidvcs must not be used they
may cause harmful damage to your septic system,it is recommended thet you pump the septic tanks every
cwo yea,rs. .
Sincerely,
� CITY OF nRONO
� . SFPTIC P MIT PL � E;,EVIF,W
. I'�'Si'ECT R v�
` Joseph J.Olson DATE �� / PERMIT NO.���3�Z
�, nrra�vrn ns s�;t��nirTrn
8 APPROVlif)WITFI('OItRECTtOKS AS KnTfp
KOTAPPROVf:D•C(aRkE('T& RF.St;H�ilf
Thcsc commcuts arc for your informatiun. All work sh»(I bc dunc
in full cotnrliancc with aU .iprlie.i6(c ticptic�ud zunin;:cuclo.
. Rrquiremcnt�incluJing itcros;ot�pccil'ic,�il} nutcd in tlii.rcricw.
KLI.I''CHIS PLA\'SG"f O\St l({A�ALI,l 111I.5
� , . . ,
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M,nn�o�`�a��vi,on OSTP Design Summary Worksheet UNIVERSITY ��-+��� ,.'���=�i�
Control Agency OF�INNE50TA ;`- �;�`�
Property Owner/GienG �&fl� v 11.09.2Z
�•j i L�. Projed ID:��
si�e Address: 2735 Deer Run Trail East, Orono, Hennepin County
1. AVEttAC�DESIGN FLOW:
A. Design Flow: 750 Gatlass Per Day(GPD) r+oce: rnr�ced desrsn Jiow u aorurdr►,rd a�ok�iow�er inaua�ns o solecy
Jactnr.For lon4 term prrjorn►once,the average doi(y jlow!s rccwrunertded W be�
B. SepHc 7ank capadry: 2250 GaU�rn 6ox oJ this wtue.
C. Number ot 5eptic Tanks or totnpartments: � E(�luent 5creen&Alarm? No
Type d 509 TieOhment and Wspesal Arw• �rype a a�wo�•
O T� O� O►�o�.�d O�u�+a�
Q GrarRy DiR�ibulion Q Prssswe Oktributloa-Lerd Q Wetsua 0'sW�uGan�Unlnel
�DriP��b. O Holdb�p Tank O Olh .t��.
'Selectton Required 8enchmark Elev a 100 ft
System Type 8enchmark Lacallon: Top of iron �
C3 Type I (]Type II p Typr W p Type�y p ry�� Type of Distrlbution Media:
Rock
p. P�mp Tank ! Capacity: ��Gallons Pump TanJc 2 Capaclty: Gallons
2. SITE EYALUAT1flN:
A. Depth to LimJilnq tayrer: 28 inches 2.3 ft Elevatbn &Location ot Limiting Layer: 98.7 ft
B. Measured Percent tand Slape: 8.0 7G 0.0 Locatlon: BaCk/5ide
t. Soil Texture:��LoBm Perc Rate: �MP!
D. Soll Hydraulk Laadk�g Rate: 0.60 w�pp/� E,tontour Loading Rate 12.0 GaUft
3. DESIGN SUMMARY
Trench Design Summary
Dispersal Area �ftl Stdewatl Depth �1n T�Widih �in
Towl Llneal Feet C�h Nurnber of Trenci�es � Maximum Trench Depth �in
Designer's Mex Trench Depth in
Bed Design Sumrt►a�y
Abso�ptior►Area �ft2 Media Below Pipe �tn Bed Lengih �ft
Bed Width �ft MaxfrtKxn Bed Oepth �in Desfgners Max Bed Oepth �in
Mound Design Summary
���►� 625 it� eed trc�gth 63 ft eed Width 10.0 tt
���W��► 2Q.0 ft Clean Sand Lift q,Q ft Berm Width (slape 0-1�)�ft
��s�e serm wtact� 9.0 n Dovvnslope Bemi Width 22.0 n �,as�ope serm wtdm 12.0 rc
Total 5ystem Length $7 ft Total System Width 4� ft
At-Grade Desi�n Summary
Absorption Bed Width �ft A6aarption Bed Length �ft System Height �_�ft
Absorptton Bed Area ��f� Upslope Berm Width �ft Dowr�siope Benn Width �ft
Endstope Semi W1dth �ft System Length �n System Width �n
4
MinnesataPollution OSTP Desi�n Summary Worksheet UNIVERSITY - ~� '� �
ConvolAgency OF�INNESOTA '. -� -'"^
- .�..'`��-
preswre Distri'butfoa Summary
No.o!Perforated laterals �3� perforation SpadnQ �ft Perforation Diameter 7132 in
_J
Lateral Diarr�eter 2.00 in 5upply Pipe diameter 2.00 in Minimum Dose Voiume ��
Flow Rnte 36 GPAA 7otal Head 17 ft Max�mum pose Volume 187.5
Hoidtng Tanks Onty
Number of Holding Tanks � Totat Volume of Holdinp Tanks C� Qallons
High l.evet Alarm� �
A. Addttiorial info for Type N/Pretreatment Design
Type of Pretreabnent Unit 8eing Installed:
Orgaric Loodinq to W�etreaUrtrnt Unit -Aeslgr�FJow X Fstlrrated 80D in mg/L in the eftluent X B.35=1,00O,OOD
r_--�SPd X �mg/L X 8.35�1,000,�� C�lbs 90D/day
talculate System OrganTc Lnnding: ibs.BOD/doy t 8ottom Area �lbs/day/it�
�Ibs/day= �{�2. �lbslday/fti
CommerotslSpecial Desi;n Considerations:
i hereby certiry that I have campicKed this worlc fn accordance with aU applicable ordtnances,rules and i�rs,
Joseph J Olson 810 08R3H 2
(��Bn�) ISignature) (ucense N) (Date)
- OSTP Mound Design Worksheet -- . _ � �
Minnesata PoUution p UNIVER5ITY ,-' � ` - _
> 1 / S lope OF M1 NNESOTA � � -
Contral Agenry - -�-�\,-
1. SYSTEM SIXING: Praject tD: v 1 i.09.22
A.Aeslgn Flow(Flow&Sol!- 1.AJ: 750 GPD � TABLE IXa
B.Soi!Lnoding Rate(Ffow&So!!-3.C): 0.60 Gpp/(� LOADING FtATFS FOR pETERMINMG BOTTOh4 A95URPTION AREA
ANp ADSORPTION RATiQS UStNG PERC0I.ATION TESTS
C.Depth to Limiting CondltJon: 2.3 ft Treitw�cnc Level[ tNLpeM Lenel A.�•z,e.
0.Percent Lond Slope: 8.0 � • nc.wiwo�a,ce �'�°tiO" �,�d �'0��0" �000a
�ly Area tesa�{ ���� Area Losd'u� ���
E.Aesign Medlo LoadMg Rate: 1.2 GPD/ft� ��wrrc'� ""i° ��dm'� "'"O
,
F.Mound Absorptlon Rntlo(Table 1Xa): 2.00 '<o� - t - t
G.Design Contour Loading Rate: 12.0 GPD/ft �tO 5 1•Z � �.6 �
�01 b S[fina santl 0.6 2 � 1.6
able 1 �ua bsmv Ir+c ssnm
/dOUND CONTOUR 1,�4[11HG HR�YES: s ra 75 DJ8 1.'S � 1.8
11.oawrOd ' Tp:turv-danvod Contour �8 to�0 0.6 2 0_T8 2
Porc Rat9 � npu�ld ibSOtptiOn nt E�o� `31 W� 0.5 24 6.75 2
4S 10 80 0.45 2.5 0.6 Z.6
�50n�p1 . �.0. I.3.2,0.Z-a.2.6 =i2 �61 lo�ZO - 6 0.� S.�
ti•t2ompl Oa 5,o sli i»2o . . . .
:�2o n�p�• .s.o• :s' 'SYstems with these values are not Type 1 systems. Contour Lnadtr�Rnte(lir�ar
losding rate)ts a recaaw+�cnded vatt►e.
2. DtSQERSAL MEDIA SRING
A. Calculnte Requlred Dlspersa!9ed Areo:Design Flow (1.A)+Aeslgn Medla Loadtng Rate {1.E�-ft=
If a larger dfspenal medi�area T50 GPD+ 1.2U G�D/ftl - 625 ft�
Es destred,enter sizr: ��ft�
B. Calctiiate Dfspersa!6ed Wtdth:Contour LoQdJns Rote (1.G)+Desiyn Med'a toading Rate (!.�-8ed Wtdth
12.0 ft + 1.2 gpd/h� = 10 h
C. Calculate A(spersal8ed Length: Dispersat Bed Area (2.A)=8ed wldth (2.8}-Bed tength
525 it� + 10 ft � 63 ft
o. setec�orspersot Medta: rock
E. lf usir►�a registered product,enter the tompor�ent Length: �in� 12 � �ft
F. lf using a regtstered product,enter the tomponent Wldth: �]in+ 12 - �ft
G.Numbrr of Cornponents per Row�8ed Length (2.C)divided by Component Length {4.J) (Rotxid up}
� ft : � ft- �components/row
H.Number of Rows �8ed Width {2.8y divlded by Component 1Vtdth �4.K)�Rour►d up) Note:CLR of J0.3
Ad ttst Cnntour Loadt Rate on Des n Siunrr�a 3at�ft resu(ts in 9 joo[
l � �B rY P$Se unttl this number is a whole nurriber ���.
� ft+ � ft= � mws
�, rota!Number oj tomponents e Number of Components per Row X Number oJ Rows
C� X � � ��rnrnponents
' '.
� 3. ABSORPTiON AREA S(ZING
Nvte:Mou»d set6orks are measured from ihe Absorption Area.
A. CalCulate Absorpttorr Width:Bed Width (2.B)X ASourrd Absorptfon Ratio (1.F)-Absorptlan Width
70.0 ft X 2.0 - 20.0 ft
B. For slopes>175,the Absnrpilon Width is measured downhill from the upslope edge of the Ber1.
Calcalate Dowrts(ope.46sorptlon Width:Absarption Width (3.A}-8ed WJdth (2.8�-ft
20.0 ft - 10.0 fi - 10.0 ft
4. MOUND SIZING
A. Wkula[e Clean Sond Lijt: 3 feet minus Depth to L!m!ting CaMrtlon (i.C)=C(enn Sand Llfi (1 ft minimum)
3.0 ft - 2.3 ft = 1.0 ft Design Sand Lift(op[ional): �j_p
B. Catculate Ups(ope Helght:C(ean Sand Lift (4.A)+rttedlo depth {1 fG)+cover (1 ft.)-Upisttope Neight
�.� h f �.0 n + �.fl R� 3.fl h
D•l�tt Sloot l,uidpiier T�,hit
l�nd SlDpe r 0 I I l 4 S 6 ) ! 4 10 11 12 1J 14 15 10 Il Id !! 20 tt 22 13 t4 25
Uailnp? �:I 1.W�2.41 Li3 1.�5�.bd 2.4i I.T�2.�3 2.a: 1.34�1.)1 2.2f 2.t1 L�7�2.f?�L�i t4� ?.Ol l.r) I.51 I.rS 1.33 L91 LE9 I.FJ L!i
6?ml R�ttt� a:1�.�3.d5 ].T6 331 iJ5 l 37 3.2) 3.12 J.N3 2.f�t Li5 t76 LA 2.82 2S5 L�6 l.dl L7S 1.I9 2,3 1.1! I.t3 2Ali Lfi] i.f� 1.93
lifldSlope`n 0 1 2 ) / i 8 7 a 9 tQ 11 I2 1? U IS 16 IT Id I! t6 21 2} 2) 21 2S
�,�bp�; �1:1 3.h:.Ci i.'i i.i� 'o.J! 3.5],i.�5�3,Fa1 3.ii�.11 a27:.i!�t.14 4!i i.�a i.55 i.� 6.2a b.b; 7.(� 1.J1 T.il �.�2 6.93 9.a6 IP.fii
6WfilfU:�O��kt �L00 d.q�.�5 ;.5a J.76 S.SO 516 5.id S.fa 61S 6.b1 7.1a 765�8.29 d.5.f.31 ID.la IQkI 11.61 It.a2 1119 13.9i 1J.t1 IS.61 If,S! Il.d:
Select Upstope 8erm Aluldpfier
�' {based on land slope): 3.03 (figure D-34)
D. Caltulate tlFslope 8erm Wldth:Muldpller (4.C)X Upslope Mau�d tieight (4.8�-tlpstope Betm N7dth
3.03 ic x 3.0 it - 9.0 ft
E. Calculate Drop!n Elevatlon Under 9ed:Bed Width {2.B) X Lm�d Stope (1,Q)+10p-Drop (tt)
�o.o rt x B.o � _ ,00- o.8a rc
F. Calcutete Downslope Mound NeJght:Upstope Hefghi (4.B)+Orop M E►evodon (4.E)-Downslope HePght
3.0 fc + 0.80 ft - 3.8 tc
Select Downstope 8errn Multlpller
G. �based on land stope): S.B8 (figure o34)
H.Calculate�o�mstope 8erm Wkith:Mutdpfier {4Gj X Dawnsfope Helght (4.�=Downslope Berm WYdth
5.88 x 3.8 ft Q 22.0 it
i. Calculate Mlnlrnum Berm to Cover Absorptlon Areo:Downslope Absorptfon�dth {3.6 or 3.C}�4 n,-ft
10.0 tt + � h - !4.0 ft
J. besign Downslope 9err►t •greater of 4N and 41: 22.0 ft
fC. Select Eodsiope Berm Multiptler: 3.00 ��uy 3A or 4.0�
L. Calculate Endslope 8,erm (4,K)X Dom�slope Mound Netsht (4.F)=Endslope 8erm IVfdth
3.00 ft x 3.$ ft � 12.0 fc
M.Calculate Mound Width:Upstope 8erm Width(4.D)�Bed Width (2.B�+Dowrutope 8erm Wldth {4.J}•ft
9.0 ft • 10.0 ft + 22.0 ft - 41.0 tt
N. Calculate Mound Length;Endslope Berm Width (4.L)+8ed terrgth (LC)+,��iape 8erm Width (4.L)-ft
'i 2.0 ft + 63.0 ft + 'f 2.0 ft - 87.0 ft
CORMtIMtS:
5. MOUND DIMENSfONS �
o -----__--Upsiope�(4.p} ---- ---9.0- ----------
�. '.
.'
� �
� r
a r
� � Dospersal Bed: �_.B x 2.0 �
�; Endslo e �4_LI, � � � Endslo e (4.L1 ,
� ;12.0 10X 63 i I 12.0
y
'� � � �
3 ' �! �
i �
T7 ' � �
C � �
� � i
� 1
t
,
;� Downslope (4.J) zz.o
�' ----------------------- ----------- --------
� - —
Totat Mound Len th (4.N) �a�•�
4"fns�ection pipe
18"cover on top
U slo berm 14.D) Downsio e berm I�.JI Z2-�
g'� 12"caver on sides
16" topsoil)
�.D Clean sand liFt i�.a) (ft
` L3 ' p�.;,�i� !c� !;r.;;�i+�, ��.C3
,., . ,��, . �: ,, ,�,: _ '__-- --Absor tionWidth {3.A) . _--- --- -- --- �_ _ ,
Note: 20.0
For 0 to t� slopes, AGso�ption Width is measured from the Bedequalty in both direc[ions.
For slopes >1!�, Absorptinn �dth 1s measured downl�ill from the upslope edge of the Bed.
, •�
_ _ OSTP Pressure Dis#ribution -
' t1NIVERSITY "
Minnesota Pollution Desi�n Worksheet OF M�NNESOTA , '� "' •
Control A enc --- ��`-
ProjectlD: v 1t.09.22
1. Select Number of Perjorated Laterols tn sys[em/zone: �� _______
(2 feet fs minlmum and 3 feet is r»QxTm�m spadng) _ _ '"'"`"'""'""""' '
2. Seiect Pe orn � ��.. _. .�- �": ,='r�`��-� o,:., _,.`sr *=Y _ "'.
rj tion Spactng: � 0 p 1Y� Y1Y SnJc , ; , ���r
�� �__
r�.r.�. `r �
'.•�w�Ao.r�omw+aN3',���:r� t'�.��ai � �!-
3. Select Perforation D►ometer Size 7/32 in _
6'Yl�p�t
4. Length o/Latemis ■Media Bed Length-2 Feet. ro.w.�ib„w �,.•,e•..- �,w.�.�+o,..,.xN,;r�.,�•
63 - 2fc ;= b1 ft Perjorotlon tarr not be closer then 0 foot from edge.
�
$• Determine the Number oj Perfnration Spaces, pivide the Length of Laterals (Line 4�by the Aerjoratlon Spartng (Line Z)and
round down to the nearest whole n�nber.
Number o/Perjoration Spaces;� 61 ft + �ft � 20 Spaces
It_r_,_.J
6. Number of Perforotlons per Lote�c! is equal to 1.0 plus the Number of Perjoratioa Spnces (Line 5).
Perfarotfons Per Lateral � � 20 Spaces + 1 = 21 Perfs.Per Lsteral
theck tab(e betow to verlry the rwmber of perfprador�s per lateral guarnntees less than a 70iK dischorge varfation. The vnlue Is
doubte if the a cencer monl/oid!s used.
l�amaun Htnnber of Perf�r-atioru Per Latefal to Guasantez�10%o-'schargE Variatio�
�,Inc,�Fc1iwatios►s 7I321ncn F?r{oradorts
Perforara�Spaang lFeat) 1 �P2 Diometer(Inchesl Pe-•io�ation Spacir� Pip�aam�ter(�nches)
t i1� li: 2 3 fF�tl I IV �i: 2 3
Z 1� � t3 18 30 60 2 1f 16 21 34 66
2�� S i i2 16 28 5�1 2�i f0 1� 2D 32 W
3 8 !2 16 25 52 3 9 14 i 9 3d 6f!
3!16 hxh Pfrfora.`ions i,�8 lnch Perfortsons
Pip�Diama.er�lnchesl Pc-�{oration Spxirr� Pipz Diarr�ter(l�chesl
PA�ofa�ot�Spe�i�g�Feet) 1 1)'� 111 2 3 (Fe2f) 1 1y5 91: 2 3
2 12 18 Zb �6 87 2 Z1 33 4� 7� 1�49
2��: 12 17 Za 40 Bo 2�� 20 30 4� 69 t 3 S
3 12 96 22 37 T5 3 20 29 38 6� 12$
�• Tota!Number of Perforations equals the Number ojPerforatfaru per Latero! (Line 6}muttiplied by the Number of
Perjomted CaterQ[s {Une 1).
z1 Perf. Per l�teral X �Nnmber of Perf. �aterals = b3 Tota[Number of Perf.
8. Calculate the Square Feet per PerforotTon. Recomrnended votue Is 4-i0 ft� per perforation. Y ^�'�"�°"�""»�6'"'�
Does not oppl y to At-Gfades q�,a�h� ^"��""O"°�`
��, 1�» f�p 1�•
8ed Area = Bed�dth(ft)X 6ed Length(ft)
�.o� o.» a.� o.s. oa.
10 ft x 63 ft 63Q ft= �•� �.� �.s� �.�• �.•
� ia o.0 n.s. n.w ,.o,
z� o.a o.s an �.iv
a.o o.a: a.n o.sr i.t�
Square Foot per Perroration =Bed Area divided by the Totn!Number oj PerforaUons (L1ne 7). +.o o.r 0.0 +.n ,..�
s o..i o.s> >.�� ,.0
OwtW�vAth 31161M�w�/�lnch
630 ft� = 53 perforations - 10.0 ftllpertorations "°" �+�•��
onNurqs ww,��e Mce yeNaxurs
Ilett ptl�rst,Ykl�rnssaMatSTS�Mth3/16
g. Select Mlnlmum Averoge Nead: �.0 fL Mte w++���pertooiwrr
s f«c eeRenefena W�and YSR wiifi tA MQ
10. Select Perjorotfon Wstharge (GPM)based on TablC III: 0.56 GPM per Perforetion
11, Retennine reQuired Flow Rate by multiplying the Toto!Numt�er of Perforatlons (Line 7)by the Perroration Dischorge (Li�e 10).
_ OSTP Pressure Distribution . : �
- I�NIVERSITY - � "�
Minnesota Pollution Design Worksheet OF MINNESOTA �,._� ``"�
Controt A ency •-'�1��
63 Perforatians X 0.56 GPM pe�Perforation - 36 GPM
, ��
� OSTP Pressure Distribution
. UNIVERSI'TY • �'��
Minnesota Pollution Desi n Worksheet � � -� _
Control A enc � OF MINNESOTA ....- ?,; �
_ �
12. 5elect Type of ManifoJd Conr�ectton {End or tenter): � end ❑ c�r
13. Select Lateral p�ameter: 2,QQ ;� Tabie It
� Volume of Liquid in
14. Votume of Liqufd Per Foot of Disiribution Plpfng: 0.170 Galtons/Ft , Pipe
15. Yotume af Dlstrlbution P!ping = �+Pe Vq�id
Diameter Per Faot
_�NumberoJPerjorvted Latero[s (Line i)X Length of Latera�s {Line 4)X _ (inches) {Galbns)
{Volume of Uquid Per Foot of Distribudon Piping(Line 14)j 1 0.045
C� X 64 ft X 0.170 gallft = 3t.1 Gallorn �-Z5 0.078
�.s o.��o
16. Minimum Dose�Volume of INstribution Piping{Line 15)X 4 2 �-��fl
31.9 gals X 4 � 124.4 Gallons 3 0.380
4 0.661
man o p�pe� _de„�ou�s � - '
i -� -,
��,
� �.
� pipe irorn pump i� Mmilom pipe�t
�
� �
r �
i
dfl DU(S
, �Allernale location
�� +� o(pipe fram WmP
BKEfflatE�OWtI0f1
of ' e from pi �
Cnmrr�ents/Special Design Co�ideratfo►u:
- _ OSTP Basic Pump Setection Desi�n UNIVERSITY r-���- .�. - -
MinnesotaPollution Worksheet OF MINNESOTA _. _� "'
Control A enc .�'��y
1. PUMP CAPACfTY Pro�ec[ID: v 11.09.22
Pumping to Gravfty or Preasure bisq-Ibutiort: O �u+rrtr Q. Rerare 5election raqulred 2
1. If pumping co gravity enter the galton per minute of the pump: C�GPM (10-45,gpm)
2. If pumpfng tn a pressurized distributfon system: 36.0 GPM
�une rt n�weaure o+sr►r6uannJ o„
a�n.�sxw�pe
2. HEAD REQUIREMENTS b -
A, Elevt�tion DiHerence 10 ft +�"'�
between pump and point of discharge: "'"°o'
. ��:.
Q��
B. Distributiai Fiead Loss: �(t ---- -
� "' -----------------------•----- --------------
C. Additional Head Loss: C�ft�due to spedal equipmer�t,etc.)
Table I.Friction Loss in Ptastic Pi e er 100ft
Distrfbution Head Loss Flow Ra[e Pi e Diameter linchesl
Gravity Dtstribution � Oft
IGPMI 1 1.25 ti.5 2
Pressure Distribution based on MSnimum Average Head 30 9.1 3.1 1.3 �.3
Vatue on Pressur�Distributlon worksheet: �Z �2,g q,3 1.8 0.4
Minimum AvQra e liead �fstribution Mesd l.oss 1q �7.0 5.7 2.4 0.6
1ft 5ft �6 21.8 7.3 3.0 0.7
2ft 6ft �g q,1 3.8 0.9
5ft 10ft
20 11.1 4.b 1.1
25 16.B 6.9 1.7
D, t.Supply Pipe Dfameter: Z.Q in 30 23.5 9.7 2.4
35 12.9 3.2
2.Supply Pipe Length: 45 it 40 16.5 4.1
E. Ftiction Loss in Plastic Pipe per 100ft frnm Tabte 1: �5 20.5 5.0
Sd 6.t
Frittio�Loss= 3.32 ft per 700h of pipe 55 7.3
60 8.6
p, betermine Equlwien[Pfpe Lengih frvm pump discharge to sott dispe�sal area discharge 65 10.0
polnt. Estimate by adding 25X to su�ply pipe length for flttin�ios3. Suppty PJpr Lmgth �p ��,q
(D.2) X 1.25-EqutNcdent Pipe Ler�gth 75 13.0
4S ft X �.25 � 56.3 ft $S 16.4
95 20.1
G. Cala�late Suppty Frltdan i.oss by muttlplying FNUfwr toss Per f00ft (Lfne E)by the Equiwlent Plpe Lmgth (Line�and divide by 100.
wPP�Y FrtR1on Loss=
3.32 ft per tooR X 56.3 h + t0o � 1.9 ft
►�. 7otn1 Neod requirement is the sum of the F[ewtlon Dij/erence {Une A�,the D1sUibutian Nead Loss{Line B),Additionai Head Loss(Une C),and the
Supply Frictfon Lnss{Line G)
�o,o n + 5.a n + �rc • a.9 n = 16.9 n
3. PUMP SELECTIWi
A pump must be selectcd to delNer at least 3 6 GPM(Line 1 or Line 2}wfth at least 17 feet of total head.
Commeots:
i
Loqs of Soil Borin4s
License#810
Location or Project: 2735 Deer Run Trail East
Bo�ings made by: Rusty Olson's Sot!and Perc testing 8/21/2d12
Ciassification System: AASHO : USDS�USDS-SCS X ; Uaifed ; Other
Auger used (check twoj: Hand X . or Pawer , Fiight, Buc[cet or Probe X_
Boring Number_i"Surface elsva#ion_14i.0_ Mottled Sail ai X feet
0"-6" Dark brown loam (eroded) 10yr4/3 M20 present at�X
6"-36" Darlc brown loam 10yr312
Boring Number 2 Surface elevation_101.0 Mottled Soil at 2.3,,,,feet
0"-6" Dark brown loam (erode� 10yr4i3 H2D present at^X_feet
6"-20" Dark bmwn foam 1dyr3/2
20"-28"Brown loam 10yr4i4
28"-36" Rusty brown loam 1 QyrS/4
Borir�g Number_3„SurFace Elevation_98.2 Mottled Soil at_2.3 feet
4"-6" Dark brown loam (eroded) 10yr4/3 H20 present at,�,X fest
6"-20"Dar1c brown loam 10yr312
20"-28"Brown loam 10yr4/4
28"-36' Rusty brown loam 10yr5/4
Boring Number 4� Surface elevation 98.2 Mottlsd 5oil a#_2.6_feet
a-6" Dark brown loam (erode� 10yr4/3 H24 present at X
8"-32" Da�k brown loam Z Oy�/2
32"-42" Rusty brov�m toam i Dyr4/3
Boring Number 5_Surface elevation 99.4 Mottled Soil at 2.8 feet
0-6" Dark brown ioam (erode� 10yr413 H2D present at X
6"-34" Dac{c brown loam i Oyr3/2
34"-42" Rusty brown clay loam 10yr4/3
Bo�ng Number 6 Surface eievation_97,7 Mottled Soil at 2.8 feet
0-14"Da�lc brawn ioam (erode� 10yr4/3 H20 present at_X
14"-32" Daric brown (oam 10yr3/2
32"-42"Rusty brown loam 10yr4/3
Percolation Test Data Sheet
Lic.#81 d
Percolating test readings made by: Rusty Olson's Perc. starting at 10:00 A.M. On 8/22112
Location: 2735 Deer Run Trail East
Hole number. 1
Date hole was prepared:8/29112
Depth of hole battom_12"�inches, Diarneter of hole r,8';�inches.
Soil data from test hole:
Depth, inches Soil te�ure
p-6" Darlc brown loam eroded Z4yr4/3
8"-12" Dark brown loam 10yr3/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial water flling 8/21/92 depth of initial water filling 12 inches above the hole bottom
Method used to maintain at Eeast 12 inches of water clepth in hole for at Isasl 4 hours Automatic Siphon
Maxirnum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Raie
10:21 10:36 6" 5.5 2•7
'10:43 10:58 6" 5.5 2.7
1 Q:59 11:14 6" 5.5 2.7
AVERAGE PERC. RATE 2.7 MP!
, t
Percolation Test Da#a Sheet
Lic.#8'!0
Percolat�ng test readings made by: Rusty Olsan's Perc_ starting at 10:Od A.M. On 8/22/12
Location: 2735 Deer Run Trail East
Hole number.2
Date hole was prepared:8/21/12
Depth of hole bottom 12=inches, Diameter of hole,,,_6'�inches.
Soil data from test hoie:
Depth, inches Soil texture
0-6" Dark brown loam eroded 90yr4/3
8"-92" Dark browr� foam 10yc3/2
Method of scratching side waU: Knlfe
Depth of gravel in bottom of hole 2 inches:
Date of initial water filling 8/21/12 depth of initial water fifling 12 inches abave the hale bottom
Method used to maintain at Isast 12 inches ofi water depth in hole for at feast 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Tme Depth Drop in H20 Perc Rate
10:22 'i Q:37 6" 5.5 2.7
10:42 1 d:57 6" 5.5 2.7
��:oo ��:�s s� s.s 2.�
AVERAGE PERC. RATE 2.7 MPI
Percolation Test Data Sheet
Lic_#810
Percolating test readings made by: Rusty Olson's Perc. startin� at 10:Od A_M. On 8/22/12
Location: 2735 Deer Run Trail East
Hofe number. 3
Date hole was prepared:8/2i112
Depth of hole bottom 12",.,_inches, Diameter of hole_6"_inches.
Soii data from test hole:
Depth, �nches Soil texture
0-6" Dark brawn laam eroded 10yr4l3
8"-12" Dark brown laam 40yr3/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial wate��Ifing 8/21112 depth of initial water filling 12 inches above the hole bottom
Method used to maintain at leasi 12 inches of water depth in hole for at leasf 4 hours Automatic Siphon
Maximum water depth above hoie bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
10:23 10:38 6" 4.2 3.6
1 Q:41 10:58 6" 4.1 3.7
11:01 11:16 8" 3.8 3.9
AVERAGE PERC. RATE 3.7 MPI
, ,.�
Percolafion Test Data Sheet
Lic.#810
Percalating test readings made by: Rusty Olson's Perc. starting at 10:00 A.M. On 8/22/12
Location: 2735 Deer Run Trail East
Hole number. 4
Date hole was prepared:8/21/12
Depth of hole bottom 12=inches, Diameter of hofe_6"_inches.
Soil data from test hoie:
Depth, inches Soil#exture
0-fi" Dark brflwn lvam eraded 10yrM3
8"-12" Dark brown loa� 10yr312
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date of initial water filling 8/21/92 depth of initial water filling 12 inches above the hole bottom
Method used to maintain at least �2 inches af water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Oepih Drop in H20 Perc Rate
10:24 10:39 6" 4.0 3.7
10:40 �0:55 6" 3.8 3.9
11:02 i 1:9 7 6" 3.8 3.9
AVERAGE PERC. RATE 3.8 MP�
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DATE TIME
CITY OF ORONO CALLED IN I 1 � �� �
INSPECTION NOTICE CHEDULED
PERMIT NO. 2D�5��)I�q�OMPLETED
ADDRESS Z-� � J �V PP_� rC�(-�Y1 T� �
OWNER TELEPHONtE O. `��l 2�cS/��D�
CONTRACTOR � � C�
� DESCRIPTION �� -�� � �
�
ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL
Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING
Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL
Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS
� ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT
Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP
_ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL
J ❑ DEMO-SITE EPTIC INSTALL
2 OWNERICONTRACTOR TO ME`E-T��,�YES_NO
� COMMENTS:
� ` �. �� �, �,� � ���,-
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Ca11 for the next inspection 24 hours in advance. (952) 249-46�0
OwnedContrac on site:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
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Ca11 forthe next inspection 24 hours in advance. (952� 249-4600
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White Copyllnspector's File Canary CopylSite Notice