HomeMy WebLinkAbout2012-00386 - mound system - septic � - CITY OF ORONO * z 0 1 2 - 0 0 3 8 6 *
2750 KELLEY PARKWAY DATE ISSUED: 05/1 U2012
ORONO,MN 55356-
952 249-4600 FAX: 952 249-4616
ADDRESS : 3150 RIDGEWOOD CIR
PIN : 04-117-23-23-0022
LEGAL DESC : ROUTSON ADDN
: LOT 002 BLOCK 001
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
ACTIVITY : MOUND SYSTEM-SEPTIC
NOTE: (3)PRECAST CONCRETE TANKS- 125Q 100Q 1250
MOUND TREATMENT SYSTEM-630 S.F.
APPLICANT SEPTIC NEW 200.00
VOLKENANT INC. STATE SURCHARGE SEPTIC 5.00
1030 CO RD 83 TOTAL 205.00
� MAPLE PLAIN,MN 55359
(763)479-1547
Minnesota State License#: 1709
OWNER
HERRERA,CARLOS
3150 RIDGEWOOD CIRCLE
LONG LAKE,MN 5535Cr
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 permi[is for only the work described and does
not grant permission for additional or related work which requires sepazate
permiu. 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 inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any time for due cause.
� � �/ i/Z � /! i/��
Applicant ermitee Signat Date Issue y Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
, . - -���a,�.:� �..,� �vu-� -
� City of Orono ��� � � � �� FOR CI USE ONLY
¢ '� P.O.Box 66 ) � /��Q�'
�`"r � 2750 Kelley Parkway ���_ l Date Receive'df!/� �c� Permit �� �J/i
� �t`��. �• Crystal Bay, MN 55323 �—
���i��o` (952)249-4600 Amount: $ ��'�J� ��
agxo�
CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION
(All permits must be approved by the On-Site Septic Manager and/or Building Official)
�ob 5�te r���vner;lr�ifar�a ���'� ` � °�� �
_ .� . ,.
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Site Address: `����� 2� ' � �: '� ���� /�_
,
�%-��/�;�:y` Mailin Address:
Owner: ,�'� �'���s 9
City: ���^�� ;;� Zip:
i
Home Phone: (.>�z �7�C �L/��r Alternate Phone:
�`���tr r�� ���r { �r�n��. � �. ���
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Contractor/App.: ��/���i��-r-`�� ;��-�- Contact Person: ��-�y ������,�,�t�
Address: ��;��� �'�- �1 �� State License #: ��
City: �/�� lf ��r Zip: �;5 3s y Expiration Date: -z- /3
Phone: ��/Z 5/�1 � 7 �-� Alternate Phone:
�x �� �,�, � �:,�";�� ...s ��::', � �� nrT1F�E'S��QF�����.UPANCY ��u' �F�� �� �' '�' �`�'�������' ��:���°������.,
� Residential ❑ Commercial ❑ Other
��� �PERIVIIT-��'YR�E AND FEES �
New or Replacement System $200.00
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge 5.00 5.00
Total $ c���, ��
W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc
1 / 2
, ,
** ATTENTION APPLICANT **
Fill in all a ro riate blanks and check all a ro riate boxes.
1 will be installing the following:
Tanks
`r Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: �
Size of Tanks: i Z�� i ��%e i ���
Treatment System
Trenches s.f.
� Mound �J.3�' 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.
a
Si nature of A licant ���� ���� �������z- Date: �S ��' � �
9 PP �='� -
MPCA License No.: ��� '� �57/
Staff Review: � Accept ❑ Denied
Reviewer: C N�YI �� Date: � / l� J�
Reason for Denial:
Comments (to be printed on inspection card):
W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc
2 � 2
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CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
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.
W:\(Permits)�Septic Permit Application-Updated Surcharge 07-28-1 l.doc
� �=°RONO COY'Y ����IVED
� MAY � �7 L O 1�
Ct'FY OF OR��Q
Joseph Olson D.B.A.
Rusty 41son's--Soil and Percolation Testing
Joseph J. Olson--MPCA License#810
11481 Riverview Rd. NE,Hanover,MN 55341
(763)498-8779 Faz(763)498-8290
November 23,2011 ORONQ�ppX
Bank Owned
3150 Ridgewood Circle
Orono,Hennepin County
This on-site Sewage Treatment System is designed for a Type 1 five-bedroom home in accordance with the
Minnesota Pollurion Control Agency Chapter 7080 and local ord'mances.
The periodicatly saturated soils were located at 20 inches(mottled soil).Due to the periodically saturated
soiLs,a presswized mound system will need to be installed to tre�t the sepric ei�luent The bottom of the
treatment area must be located at least 3'above the saturated soils.
All neighboring wells are greatex than l00'from proposed treatment areas_
The soiLs at a depth of 12"have a percolation rate averaging 3 MPI.
The existing septic tanks must be abandoned and one new 1250 gallon and 1000gallon septic tanks need to ,
be installed_
All new 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 laterais for maintenance.
The supply line must be insulated under the driveway.
Use 7/32 inch perforations on the laterals.
A new 1300 gallon lift starion must be installed to lift the effluent to the treatment area.The power supply
and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure.A
warning device must be installed with light and sound devices;this is in case of a pump failwe.
Nothing other than grsy water,(laundrv,showers.etc.)Human water and toilet tissue should be
disaosed of into the septic tanks.Garbase disnosals are not recommended.Additives must not be
used:thev mav cause harmful dama¢e to voar septic svstem.It is recommended that vou pump the
tank everv vear for 1 seatic tank,everv two vears for two seatic tsnks.
Sincerely,
%+ oRONo corY
Joseph J.Olson C?TY 4F OR4N0
SEATIC P�P A EVL���"`�
ti�TSPECTOR
DAT� - � I.ZPERMIT NO.,�_____�
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���������i�„��� Thrsc cummcnis arc for your infonn�uion. All work shi�ll bc done
in Full comrli�incc with afl uprlicublc scptic wid coning cudc.
Requirenicn�s including itrms not,recil'ic.rliy nuta(in IhisrevieW.
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t'� �r�
� - OSTP Desi�n Summary Worksheet �"���'�
����=- UNIVERSITY � � 1,�
Minnesota Pollutiort OF MINNESOTA ��'`:-:._,�,��,
Corrtroi Agenry -`
Property OvmedClient: 68nk Owfle�d
Projec.t ID:� v 11.09.22
stee addrrss: 3150 Ridgewaod Circle
1. AYERAGE DESIGN FLOW:
A. Desigr►Flow: 750 Gallons Per Day�GPD) t�tute: 77ie gttmoted destgr+jlaw is coraidered a penk now rote inardtng a snjecy
jocaor.r��a+�s�r�f«+�+��au avrcrage darly�tow ts remrrrKneendee oo ee<
B. Septic Tmdc capacity: 2250 Gatlor►s 6�Gaf dds ro�.
C. Number of Septic Tmdcs or Corr�portments: �� Ef�uent Screerr&Atcrm? Optional
Type af SoY Treahne�t and Dispersai Na�' 7ype aP Dis�udortR
p r�,d� p e�a �r�o�,r�a �►� p�;q,o�,;�„ p��d O�o�d
Oo�o�. O��O
*Selection Req�red Benchmark Elev= 100 ft
System Type Benchmark Location• GdTdge 5lab
�Type 1 �Type It ❑Type 111 Q Type IV 0 Type V Type of Distxibutian Media:
Rock
D. Purr�7ank 1 Capacity: ��GaUa�s Purnp Tonk Z Capacity: ��GaUoru
2. SITE EVALUATI�1•
A. Qepth to Limttfng Layer': 20 ind�� 1.7 ft Elrvation 8 Loeation of tim�i�layer: 82.6 ft
B. Measwed Aercent t�d Stope: 6.0 X o.o Location:
C. Soil Texture: LOdm Perc Rate: ��MPI
D. Soit Hydraulic Loading Rate: 0.60 GPD/ft� E.Contau Loadir�g Rate 12.Q Gai/ft
3. DESIGN SUMMARY
T�ench Desi�S�mmwl�
p��a�q� �� SidewaU Depth �—�in Trenth YVidth �in
Totat Lineal Feet �ft Number of Trenches � Maximum Trench Depth C�i^
Designers Max Trench Depth in
Bed Desi�n SummarY
Absorption Area �ftz A#edia Below Pipe �in Bed Length ��ft
Bed Width �ft Maximwn Bed DePth ��in Designers Max Bed Depth �in
Mound DesiBn Aunn�arY
Absor�ion Area 625 ft2 Bed Le�t►► 63 ft Bed Width 70.0 ft
Absarption Width 20.Q ft Clean Sand Lift 1.3 ft Berm YYidth (slope D-1%)�_�ft
Upstope Berm Width 10.0 ft Dawnstope Berm Width 20.0 ft Endstape Berm Wtdth 12.0 ft
Totat System Length $7 ft Totai System Width �ft
At-W'ade Design Summary
Absorption Bed width ��ft Ab6o+ption Bed LenBth �ft System iieight �ft
Absorption 8ed Area �ft2 Upstape Bertn Width �ft Downslo�Berm Width ��ft
Ertdstope Berm Width ��ft Systc�Len�th C�ft SYstem Width �ft
_ _ __- ---
�� ` UNIVERSITY �'� �
` �� OSTP Desi�n Summary Worksheet
.�- - M. �_.
nninnesoca Poitucbn OF MINNESOTA f; ��,��,
CoMrol Agency
Pressiue Di�tion Surtunary
rb.of Perforated taterats � Perforacwn spx� �—�ft Perforation Diametes Tt32 u1
lateral Diameter 2.00 in S�pIY Pipe Diameter 2.00 1n MN►krnxn Dose Vot�ar� �
Flow Rate 36 GPM Tarat tlead 14 ft NlaxirtMxn Doae Yotume 187.5
Hotding Tardcs Oniy
Nurtd�er of tlolding Tarda C� ToRal Vdu�ne of I�blding Tanks �� galla�s
Higt►t�net Alarm? ��
4. /LddiNonal info for Type 11!/Protre�nent Des�n
Type of Pretreatrnent Unft Beu�g Iratatled:
Orgon'u Loading to Pretrent�msrtt!/nit �Qesig�t F(ow X Esnmated BOD in mg/L in the effluent X 8.35�1,000,004
Q� X ���/L X 835�1.U�Q,000= ��tbs BOD/day
Caiculate System Organic Loading: t6a.BODIday:Bottom Area =tbs/day/ft2
�tbs/day� ��ftz= �tbs/daylft2
CommeMslSpeciat Desig�Consideratioris:
�ryereby c,erciy that I hav�e canple�d this work"vi aoro�dar►ce wid►aU appl�abte ord�►antes,ru[es and laws.
��� 810 11/23H 1
(Desi�er) � (Signature) (Li�nse� (Date)
. � .
- = F OSTP Mound Design Worksheet �
=-- UNIVERSITY "''���z'�=
��������n >196 SlOpe OF MINNE50TA � ;;��.
Control I�gency
1. SYSTEM SIZING: Projett ID: v 11.09.22
a n�rs�r�ow�aw e so��- �.a�: 75o c,�o TABLE 1Xa
B. Soit ta�ling Rate lFlow Fr So1!-3.C): 0.60 GPD�ft� iono�w►rEs wir n�tMr�a�w eorroM�esort��r�ok�
a�nasoRarwN rurnx usaw�cou�now�sTs
C. Depth to Limitinq Conditia►: 1.7 ft Tre�enc�c �n.A•2.a,
D.Aercent l.and Stope: 6.0 % � ��""De � � ,u� �
E. Desigrr Media Loadi►►q Rate� 1.2 GPD/ft� � i�) �O (av�+�=} qabD
F.Mound Absorptro»Ratio(Table IXa): 2.00 ��Qt _ � - �
G.Desiqn Con[our toc�ding Rate: 12.0 GPD/ft �o_'`°5 �.z , �.6 �
��1�5���� 0.6 2 1 1.6
7able i �acid t�re sand
h10tiMD CUNT�UR Ldf.U1NG RATES; i6 ta i5 d.7$ 1.5 1 �.6
.COnEOLf. i i8 to 30 0.6 2 0.T8 2
at.c�iwr+?A ' Yaruira•d�ivc>d Loading
�arc Aata �� �tcur.�=bscrpt=�e faiia �3t to�� 13.5 2.4 U.TS 2
Ri's9'
';4'n W� O.dS 2.6 0.6 2.6
��K)mps t.u. 1.3,2.�.2.-i.2.b =12 :G7 t�I2C - S fl3 5.3
h3•:Z�Jmpi +�R :.0 _Fi 1��2a _ - ' `
- :_o r:,a;. >s.o• _�' 'Systems with these vaiues are not Type t systems_ Cmtour load"eng Rate(tinea.*
- {py�-�rate}is a reconsrtuKsded value-
2. QISPERSAL hlEDlA SIZING
:A_ C�!^alatP R�uired t�is�rsai Bed Area:Da�i�n Ftovv i?.A}:Design Meda'r�loading Rate (1.E}=ft`
� _ 750 � GP6=��GFDift` - y o�� �t�' �
� if a iarger�ii�i:�!r::.�a arca �--� �--.
� is desirec,enter sdae: 4 m ._ _. .,_�..,.�. �
�ft` j
� B. Catce<i::e Dis���t Be�1R<idth�C�ntour Lo�d��tg Rate (t.G)=f�.�agn Metfi�taadin�xate �i.��=oeu..«u� �
�( � 9�2_0 �ft � 4 .�...��R°'.r{. I�—i•,=r �
J • _ O...I`�n..th F
� C. CattuF��e Dispersnl Bed Let�gth: Di�persni ee�Area dt.lsj=Bed:�r�t�, (?.��-K� •�t.. €
� f'Ez� J �za � 1c►Ift = fi3 !�t i
} vs..a �%; � j - {
t
� - ttotk � �
� D. Setect(3;;persal It�edia: �
1 �
r...........o.,t i onnti+< �lll s �!4 = _ 'i �
� E, If using a register�Praduc�,�r,ier t<<e.,u�„Y..,.<<,___..5.,._ � ♦ _ -
i /� .h�C.^. .._•,tWirlth- ( 1ic1- li I__�#t �
f. Sf v5�lt��:�Pj�S�eC��?�UUUI.kx Gi1iEi [�i��fTls. ` .
�
' e„ _aa.1 t e eth 3 1 �'�
� G.Numl�er ol Compi�r�e��[s�;�....; -.....�_�r�_.. t?_f'1 divideci bV ComPQltent Lerr [h (�..i- it�ou�i r
I � s� ; �� ( ft= ; tc��lP4rte+�tsfrOr-�
1 E q„ _aar wj.trh t�_B}divided by Comporrent Vr'►cith (4.K){Rou�7d ug;j t�oce:CL4 of t0.3 �
� H. iviirnbc�s o� ..::.5 - �.__ �.�;.,o F.,.,r �
vuii��,rS.:..,.>... .�...,_ �
1 Adiust Corttour�oaaing Rate trc�i�rigc:Sur:smary p�3�u.^.Yii r�;s number is a�vhal�numt�r wf�e�,
� � �_ � fi_ �s—� rows
�-----�..�
� '� i QL(�I NII}�YCi�f�ar�r^�taents =Rl+�inber o:Cam�ne�zts per Rrw X Number of Rows .
� (--'—� x �� = �{componer�u
� i L , ---_.�
� 3. ABSORPTt�I AREA 9ZING
Note:Mound secbacks are me�,red fran the Absapnon areo.
A. Calculate Absorpt�on Width:Bed N�idth (l.B)X Mound Abso►Ptia►Ratio (1.�=A6sarPtia►Wfdth
10.0 ft X 20 = 20.0 ft
B. For stopes>tx,the AbsorP�on Width is measiued downMlt from the upstope e�e of ttte Bed.
Cakvlate Downstope A6wrption i'Vidth:Absaption Width (3.A)-Be+d N�idth (2.6)=ft
20.0 ft - 10.0 ft = 10.0 ft
4. MOItND SILNG
A. Catculate Cleon Sarid Lift: 3 feei minus Depth to Limiting Conditlon (1.C)=Ltean Sand Lift (1 ft minimum}
3.0 ft - t.7 ft = 1.3 ft Design Sand Lift(optionalj: ��1.3
B. CatCutate Ups(ope Meight:Clean Sand Lift (4.Aj+media depYh (1 ft.)+cover (1 ft_}=tlpsiope tieig.ht
1.3 ft + �.Q ft + 1.0 ft= 3.3 tc
t+•3s:i{opt!Aulriplirr;a31e
: (.dEld$��E� 1 tl ? ; 2 i � ,� 4 6 g 7 8 i 9 !-2l�t�i l I2 !?� Ix� 15 l4 1 i� 13� fY 2�i 21 2I� 21 2� IS� �
t F- i' �. la;:�i•�.�,' }� i t i .� �'t 1:� 1.C�;(.i_
� i �c qif3T �� c�t �� i t 2�� F11.LI 1 1 i� I:Y 2.�� 1� �1{�` {1 t.ii4li �.7 � '!
� � :.5? t� �.»1. 5���),js�3 Y 7,�,i t j,{- �.E�i c- ��.74�I}y i
i ,.'I..+;�, .� ..3+:j� iF�S.lt �+ _-E;�_+�1t�,s 1 a "� : �
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7 wi 1[� 1t����i�J.c�_`l.Ys i..J��xi}��% �.?�Y#/�`Yib 7.A=:L-- lt� V,i�"
4
[ � Seizct Jpsl�e 8erm Mu1Nplier �---- {
i � - t-� e - i �.{}F{ �(ft���rP Q-�4) [
F ib��ed ur�an��:oP�t- 1 , t
� v. �i`��a�����;i��c?ar.T,yyi�irh=AAuitiplier t4-Ci X UPsto�htound Height (�.Bj=tlpslop�$erm WidL': �
! �� ft X��.3 iC = + t�=r
E � ��a �
� � �- nt • ifkl=�rnn �fti
E. Ca€�utate Drop fn Etevatian Under Bed:f3ecd vi%rdth i2.sij X aunu S,o� i;.v'_ .u� �.- � �
t i 't� �* X q� w _ ,nn- Ct t3,Fit} 'ft
� ' �
� u., ti. a�t f}rrm in FlPyntiott (4.E}=DownsEa�se tietgh�
� F_ ta4�_c�tate a�,vnstoa�:�oeana t�eigrz�=ii��s�u�Efc��,•� L�-� �"'-��� r--�'-t
� 3,� � {r + 4 0_b0 { tt = � 3.�� it �
Seie�t Downslope Serm Multfplier
i G. _ - 5.C?8 ;{fi�ure�-34} �
�DaS�'d nri i�i=u'>i�iscj= �_ '
� . P �
�!, ���c�_+�a��D�wns(ope Berm Wtath:hiuifiplier {4.G)X Doyvnst�pe�teigi±i j4.f)=e�ownstape t3er�vvaciih �
�- 5 x .�.� -' s"t - i .L�t t a
� � 3.�$ . ,__--===-�, - �. �
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i. Catcuiate Nfi�tmttm aeiar!tu C�re�.....x.<�,.......-.__. �
3 5 17 fy �l ? f� + � fY ����E� �
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e v{AN 4n�dl• � Z�.� 6C �
� J. �Jesign u^�nsiope as�rr, -�i;ea�2� -
€
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�l. ?CLCL1 L�t 4
� �. r�i����zrP���dsiope Berm t�-K}X Downs�ope Alound!-deighi f¢-�'?=EndStope Berm 1Yidih '
��� ! <. Y i�� ft = } '��.�1 (ft �
j ; �.v., � �� ..� - t � _,
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AA.CdICULaL2 iiqOlStiO Y'1SflCi1:Ujlaivy�uai..� •
� ; ,i`��L'.��1 s� . E 1� ft + 2� ft = � 4{}.0 ��L �
� 1 E
a,., 5;;:�;;��r3pp�rm Width 14.L}+Beti iength (2.C;+EndsFope�errr.Width (4.1j=ft �
� iH. Ldi[U!3'ie ivsui.iisu�.ci^ . , ��
a---; r--'--'t ,� �i n � c, - ( 87�0 i;t �
� 12.o t �c + � t�s.0 � ie t � - � �
� �--- �
� �� Comments:
� ! i ,
� I �
�
• 5. l�Ot1ND DI/AENS(ONS
o - ---------Upstope (4.D) --------�o.o ---------
.,
�r `
,
; �
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� Endslo �4.L ��sper�sat Bed: (2.B x 2.C) -o Endslo � {4.L
L ;12A 10x 63 ; 12.0
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,
.
;� Dawnslope (4.J) 20.0
,, .
y _---------------------- ----------- -------
� - - -
Totat Mound Len th (4.N) 87.0
4"inspection pipe
18"cover on top
U sto berm (4.D) Downst berm l4.J1 ; 20.0
��'� 12"cover on sides
{6" topsoit)
1.3 lean sand iift I�.A) (ft
_____.__
_. _____
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Absor tion Width �3.A)
Note: 2�'�
For 0 to 1%slapes, Absorptron Wrdth is measured from the Bedequally in both direccians.
For slopes=�1�, Absa�ption Widtfi is measured dov�nhitt from the upstope ed�e of the 8ed.
- � ` OSTP Pressure Distribution ;�
- LJNIVERSII'Y '=�'-"��
- � . , -� _. �..,
Mlnnesota Poliution Des�gn Worksheet OF MINNESOTA � �`' :.',
Cornroi e `'��.r
ProjectlD: v 11.09.22
f. Select Number of Perfomted LoteraLs in system/zone: �� , __----
(2 feet is minimum and 3 feet is maxi�rm spacing) ��"�`'� �`�"
_ � _ . : � �r .� -
2. Select Perfarotion Spodng: 3.Q ft *''� . � '•? ""� „'c. - -, --
t , e
cnw�d.wn • _
'l.pc+k,r.,tim1 a.acavl 3'�y+rc t"-�"ni snck t2'
3, Seiect Perforation t�iQmeter Size 7132 in � -�`� _ _.
F�of�di
4. Le:tgth o j Laterais -hhedia Bed Length-2 Feet_ �`":""�a°�`�'"' ,-,"{': �``�'�'``:""`" "",:' '":•
63 - 2{t = 64 ft Perforateon cun not be ctoser�i�ten 1 foot from edge,
5• Determine the Number c,J Perforation Spates. D6vide the Length af tuterats (Line 4)by the Perforation Spacin� (Line 2)and
round dawn to the nearest�rhoie number.
Number nf Perforation Spctces = 61 ft = �ft = 20 Spates
b. Number of Perfaratfons psr Laterat is equat ta 1.0 plus the Number of Perforatfion Speces (�ine 5).
Perfargtior�s Per Lateral = ?U Spaces + 1 = 21 pee#s_ Per Laterai
t Cnecic rairie beicnv tv verify the number of perforatians per tateral guarantees tess than a TO%�ixharge variatian. The vatue is
� e�uii'iliP if titr u f2i�ici.iIIII21fC.G{75 i15Fd.
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! 9. Set��t hkinimum Average Nersrl: i i tr i i i _ ,y—_ _ .� ., fi,t _�,.
. , _ _ -
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r___ • u�xh�rn� ��pAAi hwco'f nn i,P7��H[��' � �}.�b tG�M per N2�oraiion �
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. i i i�.,���..-.:ne rn�uriruri r�..w rc^.:iv `., .�'': �.^^^t�F^c T�F..t�h, ho...f Da�rfnmFi nc �i;nP 71 hy thP Per;foration DischQrge (Lll'i2 ll)�.
�ea+T+i�ia�6�vo��u �uiva i•u.T,..... ..r . ,i....._.�J.._ _ �
i -
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- ����- OSTF Pressure Distribution �
`-`V UNIVERSITY �, `��-" �'�
Minnesota Poilution Design Worksheet OF MINNESOTA r �-� �`�.
Contro)A "'��..�
63 Perforations x 0.56 GPM per Perforatian = 36 GPM
� - OSTP Pressure Distribution ��; � ..
`-� UATIYERSITY -��`:�"� °'>
MinnesotaPdlution Design Worksheet OF�INNESOTA ' ""���,�
Control� er�c
12. Select Type of Monif+old Connettion (End or Cenber): � End ❑ cer�er
13. Selett Latera!Diameter: 2.00 in `( . T�Ie A
; �/otume of lic�id in
14. Volume of Uquid Per Foot of Distribution Pfping: 0.170 GaU�/ft � �Pe `
I �� u'�a .
15. Volame of Dlstribution Piping = ;Diameter Per Foot
_[Number of Perf�ated l.aterats (L"me 1)X Length of Lateruls (Line 4)X :-(inches) (Gallon3)
(Yolurne of Liquid Per Foot of Distribution Piping(Line 14)] 1 4.Q45
� � �� _� 1.25 0.078
3 X 61 ft X 0.170 Qauft 31.1 Gattons i � � .�.�g
i6. A3�n����urr,Dcse=`Jol;�r.se�f+.}�'ssit�u�io�ai�is�!Le�25)X� 2 0.470
3 0.38�0
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: -- UNIVERSITY ���4 �.
Minnesota�Pollution WOI"{C$heQt OF MINNESOTA F ,c-�, ��:,�
CoMro1
7. PUMP CAPAGf1'Y Project ID: v t t.09.
pumping to Gravity�Preswre Distributlar. �Grar�Y �Raare Sekction required 2
1. if pumping to gravity enter U�e oatto�per m4xRe af the p�rnp: �GPM (10-45�m)
2. If�ing to a pres.wrued dntrlbutton system: 36.0 GPM
/ti►�t r o/Fr�erre D►so'f�a++l
apda�ee�cA�
2. HEAD REQUIREAAEN7'S ��' �' `
��
A. �evation Differer�e �ft � �� _--�
hetween pump and point of discharge: `�`a'�^ � � a�':+' �
�� �i� ' #i` 1 1
S. Cistributiors Flead iass: L�.��ft "
,
�� •�-----------------------------�--------------
�_:;�,:.
C. Additiona!Head L�s: ��{Gue�o soeciat equiprnent,etc)
Table I.�riciion Loss in Piestic Pipe per SOQft
! i_.__e._...�.-------._-�t7istribiitian H�ad Loss r �,e uiamater iincltesi
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Loas of Soil Borin4s
License#810
Lacation or Project: 3150 Ridgewood Cirde
Borings made by: Rusty Ofson's Soit and Perc testing 11/18/2011
Classification System: AASHO ; USDS•USDS-3CS X ; Unefied ;Otl�er
Auger used (check two}: Hand X ,or Po�ner ,Fligh#, Becket or Probe X
Boring Numl�r_1_,Surface elevatio� 84.3 �Aottied S°{���-�—feet
0"-14"Dartc brown loam 10yr3/2 ��p���X
14"-20"Browm laam 10yr4/4
" ZO"-30"Rusty brov�n loam 10yr4/4 �
Baring Number 2 Surface elevation 84.3 �o�������-?t��
�p'�-14" aark brown ioarn 10yr3/2 H20 presenf at_X �
�14`-2u" ese�v�r� fc�r� iG�r4;� �
�2�i"-3v" Rta�?�y�;��y�� �va;r, 1^vr5:4
� .
x8oring Nurnber 3_Sur�ace �levauon_83.7 �o�tle� Soii at_1.7 fe�i
��"-?�'� �a�k broe��± ioan� 1(l;rr312 N2� p;�n}a:�x� �
,�� .��,� � a n.,r f�► �
^i�t -e�1 �+v'vtiif �i3c'3ii< <..,..�r, .
`20"-30" Rusty bra�rn ioam 10yr41� �
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Percolation Test Data Sheet
Lic.#81a
Percolating test readings made by: Rusty Oison's Perc.starting at 9:20 A.M. On 11N9111
Location: 3150 Ridgewood Cirde
Hole number. 1
Date hole was prepared: 11/18/11
Depth of hole bottom_t2=inches, Diameter of hole 6=inches.
Soil data from test hole:
Depih, inches Soil texture
0-1 Z" Dark brown loam 10yr3/2
Method of scratching side wall: Knife
Depth of gravel in bottom of hofe 2 inches:
Date of initial water fiUing 11/18/17 depth of initial water filting 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 Dep�th Drop in H20 Perc Rate
9.30 3:45 6" 5.5 2.7
9:48 10:U3 6" �.� ���
?�:04 1 Q:19 6" 5.5 2.7
� - Fi\1E-Fc.�:GE PF��. RATE 2.? �PI _Q�
� � : .
Percolation Test Data SheSt
Lic.#810
Percolating test readings made by:Rusty 01son's Perc.starting at 9:20 A.M.On 11/19/91
Location: 3150 Ridgewood Circie
Hole number.2
Date hole was preparaed: 11/18/11
Depth of hole bottom_12=inches, Diameter of hole 6_inches.
Soii data from test hole:
Depth, inches Soil texture
0-12" Dark brown ioam 10yr3/2
Method of scratching side wali: Knife
Depth of gravei in bottom of hole 2 inches:
Date of initiaf water fiiling 11M 8/11 dep�h of initial water filiing 12 inches above the hoie bottom
N►ethod 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 H2Q Perc Rate
9:31 9:46 6" 5.5 2.7
9:47 10:02 6" g.5 2.7
10:Q5 1�:2d 6" 5.� 2.7
.. . M V Lli('AIVL��Q(` •�GTF 2.7 iY1P�
�
DAT TIME Y
CITY OF ORONO CALLED IN 7 D
INSPECTION OTICE SCHEDULED 7 Z Z % �
PERMIT NO a - �c PLETED
ADDRESS � �
OWNER LEPHONE NO.��� �5� �'07�S
CONTRACTOR
. �
� DESCRIPTION � �
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
� ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:�YES_NO
� COMMENTS: � S - �c � � I'�" l`C� /,Q �v���a'�
a � '
o r��� v �� lY
�.
° � l� /D Cr0 � �'�l'1
W
�
Q
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z
� f � �
� C �� �
�
W�NlqRK SATISFACTORY:PROCEED ❑ PROJECT COMPLEfE
� ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
W
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECANDITIONWITHIN HOURS. p 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�0
OwnerlContractor on site:
Inspector.
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