HomeMy WebLinkAbout2006-P10081- new septic PERMIT
CITY OF ORONO Permit tvumber:
2750 Kelley Parkway- PO Box 66 P10081
Crystal Bay, Minnesota 55323 Permit Type: se tic
P
(952}�249-4600 Date Issued: 7/l0/2006
SITE ADDRESS: 509 Ferndale Rd N unit#
Wayzata,MN 55391
PID: 36-118-23-13-0011
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Se hc Permit Sub-type(s): New Septic System
Permit Type: P
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Advanced Excavating OWNER: Geo Sutton
700 O'Brien Parkway 509 Ferndale Rd N
Belle Plaine,MN 56011 Wayzata,MN 55391
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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APPLICANT RMITEE SIGNATURE ISSUED BY SIG�IATURE
Copies: 1-File(Signatures Reguired), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
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� CITY OF OROia10 SEP�'IC SYS'�CEN1 PEI�,VIIT A.PPLICATION i�� J `
Box 66 (2750 Kelley Parkway} � .�� � ,
Crystal Bay,Mn 5�323 ' �
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JOB SITE ADDRESS
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Occupancy Type: Residential � Commercial Othe�•
Permit Type: Ne�v or Replacement System $100.00 �O
Repair Existing System $ 50.00
(T1nl:s or Drainfield)
�0.50 State surcharge zdded to above fees
* See fee schedule for non-residenti�l permit fees
O�vnec's Name: �� � �}�`�"� S -'� Tc� .tiJ Phone Numbei:
Nlailing Address: �i0`/ ���'/1da��N _ City: (.�r^c�.1� �ip: `1' �-i 3 y�
Conti�actoc's Name: r�c��N�P�# G�Ca�'�r��`�° .�. • Phone Nu�nbei:�/l�3��' 3T�^7
ls'Iailing Add►�ess:_���G� (�� �''� C` p �u-�-- C��'� � 1u,:�_ �ip: ��GJ�
"�"�* DO NO i b1A�, PA�ii�1�;N'i'�Z'IT�a Ti�S A]PPL�C�TI�1�1***
GENEItAL �TSTRUCTIONS
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.
2. Permits �vill be issued only to contractors holdin� a Minnesota Pollution Control
A�ency(N1PCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system desiQn. Desi�n reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet si�ned by the City Inspector.
4. The follo�vin� inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and �eneral contractor.
R. Tank installation prior to covering.
C. Drainfield trench installation prior to coverintr. For mounds, inspection is required after
rou�h up but prior to sand placement (sand �vi11 be jar tested for silt content), and aoain
durin� pressure distribution piping installation in the rock bed. v
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(�vnere required j components are iunctional anu conipiy �`'ith codes.
�. Tndividual holdin���CATnstallers Licen�e shall be present durinQ a11 inspections. :=�?�-�oa.�.�
�ota�e �s a�equ�1'e� ioa� a�l �a�sQections.
IVrOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate �
boxes.
,:� 1. I have received a copy of the system design includin� the City of Orono Septic
System Approval Cover Sheet.
2. I�vill be instal �n�the followin�:
A. Tanks: Precast Concrete Other Manufacturer
Tank Capacities: 1)l,G�� �al. 2) �al 3) jal
B. Pump Station (if required)
Pump make & model �d;r'�'�-C ��c �''► //� (attach pump curve�c
literature); system desi�n requires jpm at feet of head.
Hi�h water alarm make & model . Outside
electrical work to be completed by installer�_electrician other.
C. Treatment System:
_�_�Trenches: s.f. I�Iound
Depth of rock below pipe " Rock bed dimensions ' x '
�_Drop Boxes Sand bed dimensions ' x '
Distribution Box Pressure Dist. Pipe Diam. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: � borro�ved from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
a�rees to do all �vork in strict accordance with ordinances of the City and the re�ulations of the State
oY 1�Iinnesota,and certifies that all statements made on this application are complete,true and correct.
SiQnature of Applicant � r Date: �l C/�
iVIPCA�icense IvTo. / D ��i
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, C ITY of ORONO
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ti Municipal Offices
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�.�9 ¢.�G Street Address: Mailing Address:
x'EgHO 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
AGREEMEN'T TO UPGRADE/REPLACE ON-SITE SEPTIC
S�'S'�EIVi
` l, ��
I/We, do hereby acl:izowledge
City shal return the check to the Property Owner upon final inspection approval
of the septic improvements.
Name(s) of Owner
that the on-site septic system located at _ ��1 ,����,����� � �� ,
Property Address
must be up�raded or replaced to be in full compliance with Section 12.30,
Individual Sewage Treatment System Standards For The City of Orono. I/We
have submitted or will submit soil borin�s, perc tests and a detailed design.
And further, UWe a�ree that such up�radin� or replacement will be completed no
later than six months from the date of this signed agreement. This date may be
extended due to the weather or other uncontrollable circumstances with
permission from the ISTS Pro�ram Coordinator.
Performance I�eposit: For the purposes of assuring to the City that the septic
improvements will be completed according to the terms of this a�reement. the
Property Owner will deposit with the City at the time of signing this agreement a
certified check satisfactory to the Gity providin� that the City is able to cash the
checl: in its sole discretion to complete the septic improvements if the Property
Owner fails to satisfactorily complete the work prior to the completion date. The
City shall return the checic after final inspection approval of the septic
improvements.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
����
SE�l1/IE�:�
Svvedlund Sept�c Services, Inc. �
Nawe: Danber Com an Date: December 15, 2005 �
5ite 509 Femdale Road N. Mailing 4410 Shoreline Dive I ^
Address: Orono Address: Sprinq Park, MN 55384 I
Pt�one; 952-471-0532 Pb�one 2: � �!
This xs an estimated price only.
A soUd price can not be given until a des�gn has been completed �
Tb�as price is based off of i�nfo�mation supplied by the cont�actor.
�rice does not include an�ele�trical costs, permit, ox any Xard resor�t�on.of any l�ind.
Bid�rice: , � .,
$450,00 for Design
$3500.00 f or 1 bedroom addition
Pa�me�t Terms;
k'[JLL PAXMEN'T DUE'U'pON RECEIPT OF INVOICE
Acceptance o,f Bid: The above prices,speciffcatioms and ca�ud'rtions a�e satisfactory and are hereby accepte
You are auth�oriized to do the work as specifiied. Payment wi�l be made as outli�aed above.
I AAVE READ,ACKNOWLEDCE AND S�pECIFYCALLY A,GREE TO THE FOREGOXIVG,AND AGRE
.AND ACKNOWLEDG� THAT T�EY ARE FULL'y INCORPORATED HERE�N,
Signature• Date of Acceptance•
i
. 25648 200t6 Street•�Belle P1aiq�,1V�,N 56011 •.952-873-3292
MPCA Lieen,�e#2502
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� PO Box 245
' . � Spring Paric, MN 5�384 ��
, Phone 9S2-q.7]-0�2 ; —
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Fax Number. � Phone umber. �
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Reply ASAP
Please camment . � �
Pfease Review
F�r your tnrormafion .
Total pa�es, includrng�cover.
Comme�ir. , .
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Witness, City of Orono Employee Date
11116I2005 13:39 3262382343 NENTGES pq�� �2
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Design for an ��a�S�te Septic 5ysten� �
PREPAAtF,D BY;
CHIP SEPTICS DES�Gl1T aud INSPEC
T�O��
P�!"Chip"�Ie�tgeg I;
P.Q. Box 2'7
Plato,MN, 55370 'i
3�a2�g a343
�iinnesot� Pollative ConErol Ageeey�edividual S�wsge
Treatment Sg►�te� License Na, 2Q64
FoT:
BU1tN'S EXCAVAx�1+�G TM��,������
Z6�5 Coqnt�r Road 21 �flR00MS, AlY�qyCR�$�
Watertowe�, MN 55388 p BF EDROOMS INYAUDAIES THtS $E�
LACa,tioT1 O��tapUSBd SC�t7C S�►St6I11 3ite: �i
509Fernd�le Rosd �1
Oroao,�N 55356
�
�his site rs a�ritable for� trenc6 type septic�yate�.
xla:e sste must x�emain protcctcd until cousbructao�begins.
Tbis site evaivati�n was cor��eted oa�D�ber 2, 2005. T1�s evaluatiou�ras w �
�ennine if'th�ex��.stinB se�tic s3rstem is suita�ble to handle an ad�d��xonal flow of 150 �i
galln�s of septic e�tluent, Twv so�borings a,n,d a�erk test were co�nple�ed on the upl�i�f i
side of tbe e�ist�ing drain,5eld. With th�e new addatioaa�to the existuag draimfield aad an,
additio�110U0.g�llon saptic tank,tbus exiting dwelling wiu bandle au estineated flow�f ,
7S0 gallo�per��y. A,se�sona]hi,gh tiyatert�ble was observed at 52�upches. '
Ivlaterials reqo�ireu; CITY OF ORONQ
(1) �1000-Galloa Se�tic Tatak SEPTIC PER T N� E
�6�'set of Cbamb�ts �SP�cToR,:,,������
�—Distn'bt��ion Boxes D�T� � '� ' ERMIT NO.„�,,,,,,���
�0 fie�t of�"PVC Sch 4p pipe � APPROVED WITH C(tR�D►ONS AS NOTEO
�Q�����"PVC Sc�40 pipe NnT APPROVEp.CORRECT#,RESU8�1tT
Thcse wmmcnts arc Pa�your informetioo, All work eha116o�
:;: r;,!! cr,rn�f;;,.,.•e with� � ,..;
'�.Mptic end zoning cuJo:
�din�; iticatiy notcd in lhicreview.
lYvte: �a►nttacta�r must shoot ele�►ations to�obtain the proper ge��e�.'�otto�'o�"�� �
M ES
dra'rn �ield twn��� rausi�be level ftum dro� bp=eg to the tl�enC�i ��d9s. Tr��c�
depth b�low ��t�,o,g grade canuot exce�d lCr ibe�e�. The plasdc Gmit�of tbt avil i
muat b�aocep�ebi� in orc#er to worlt the eoi�. Top�o�l will need � be�bee� ovee t��
of th�dra�p�eld ti�allow for adeqaate em►��over tbe syatem.
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���16l2005 13:39 3262382343 HENTGES ���� 03
Peric test r+esults—A,bsorptian tests wer�co�ucted to determine t}�,e r�te o�water to s�oak
into tbu�soi�at a r��e of minutes�r��ac�a.
�'— � 13,3 �i
All s� back9 will��observed under th��Ci�ies Oxdinance. The w���na,u�st be at least SO
feet&nnq the p��os�d dra�fie�d, and aepti��art�c area.
Ge�e�al
The so�conditions �a,rre been cstablished at�e tc�st hole locatio�a oAly. Tt�re�ay b�
v�itions m,svz��igtaphy betwoe�at�d�.roun�th,�boring's and ix�te�p4]a�io�and
e�th'spolation oa t.ha zesvlts is r�ot wairanCed.
�efex�ecnces:
Hom� 5e�,ge Tr�tzn�At, Universny o��i�►nesota A,gri,cuhure E.�;te�si�n Servicc, Da�e
Ge�tafsoz�,F.a�t�nsxon Engineex
,�sx�
City of Orono 3epfi�Syste,m Ordinance
�id
�1i�neso1�Pollutxon Control Agen��Ru1es a[�d Standards Chapt�r 7080
If you should haere an�y questions or need further inforn�ation,you can coautact s'�at t.l�
Cifry or me at yovr�onve�eSce.
I hereby ce�rtify tha�t I have crnnpleted tbas�eptic system design wo�k in accardance w��
MPCA's Rulcs aa��Stand�rds Chapte�70�U, local ordiaaaces, rules and]aws.
T
Pemel"Chip„I��,,�es Licease No. 2064
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. CUSTOMER: PdGE 05
Name: B�rns �xcavetin
Street Addness:
City, St�t�, Zip Cvt��:
Phones: (H) WoMc Celi
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SITE aDDR�SS:
Street: 509 �erndale Road �lorth
C�tY Or�no MN 55356
TOwn$hip � � �
P1D
pate of design 12-02-05
System Trtl�vrmation __ New � X Replacement
TYPe �fi sY9�m �„�x Rock'�ren�h � �r�ve►le�s trench
Mound � At-Grade
Chamb�r � ,A�fernative
T�rpe of establishmenQ Sin le Famil Home
��ptic t�nk infiormation No. � siZ� Of us8bl@ eXlBting t�anks: 2000 gailofl tBnkS
— �r
No, & size of new septic tanks: 10D0 gall�n tank
��
"' I� there a grindedejector pump used in t�e �ystem? n� �
(Checl��ar additional siring req�Irr�mQnts end o0mpartmentaliza�no w�t11 LUG)
Pump �nk info�nati�� Size of pump tank 1p00 galbn�
uite considera�ions �1 Propane ot natural gas lines in way?
___„_ Under ground electric lines in way?
Geble or phone lines in way?
� Buried w�ater lines in way?
,�.�_ Existing sept�c tank to pump and inspect?
_...,� Old sep#ic�anks to pump and bury?
__ Septic tank firuck access awailable?
__ x Trees to be removed?
________ Difficult fat��&drainfield equipment��/werk�bA���
Other.
� �✓erience required? ��Oescribe
�
PAGE 2 OF ��
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11I16/2005 13:39 3202382343 HENTGES pAGE 66
. 1STS DESIGN WORKSHEET �Rodc trench, p�vel�e��nch, �Seapage b�de)
A. Flow: 750 gpd
B. Septic �enk v�olurr�; 300�
�. Si6e E+raluation informa�ion
1. Depth tp restricting layer 52.00 inches or 4.33 fee# I
2. Oepth of percolation tegts � 9� inches ',
3. 5oil Texture S - Loam
4. Per�. Rate 14 mpi
5, l.and Slope 5.0 peroent
6. Soil Slzing F�ctor �,67
IL CHARACTERISTlGq qND REQUIi�DAREAS FOR SEWAGE TREATMENT
h�RC RATE TFXRJHE SQ FT/GPD PERC RAYE TFXitJRE SO FTlGPD
a Q_� CS.SAiVb 16-30 IOAM 1.6T I
0.1-5 SANO O.B3 31-4$ SILT LpMA 2.�
R7-S RNE 36WD 1.67 d6-9D CI1�Y LOAM 2.20
e-15 D�Y 1,�'P �BO CLRY
7. Ma�amum trench depth 16 inch@s
8. Trench widt� � {�t
9. Trench spacing 6
10. Trench cover �� ���e8
11. Choose type of system �# value
� ROCK= 1 B"SB2 = 3 HAhB�R a 5 12"ROCK,NO R�bUCT_�
1Z ROCK= 2 1�S62= a � g
D. �esign; Trench bQt�om area:
1. For rock lrenches with 6 inches Qf rock b�1ow the pipe:
A x C6� X _____� �quals __`___sq, n o�bottom area
2. For rodc tronches��ith 12 inches s�f rock below the pipe:
�► x �6 x 0.80 = X � X 0.8 = ��sq. f� ���a�
��
3. For 12 �n�h rock trench with NO r�►duction:
A x Cs = X �M eque�l$ sq_ ft of bottom area
4. For B inch diamefier gravelless pfpe:
� x C6 �� �( � ,�Q���s �sq_ R oF bottom area
5. For 10 inch diam�t�r gravelless pipe:
A x C6 = x equals sq. f�of bot�om area
�
6. For 3Q inch wide, fi lnch louvered sidewall chamber system:
A x C6= 7� � � �Quals 1252_SO �q, R of bottom area
7. For seepage ���th 6 or 12 in�hes of rc�k below the pipe:
A x �6 x 1.50 M ,� x __�___��X 1.5�_ �q. ft bcttorrs �rca
P� 3 OF 1p
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11�1b/1b�5 13:39 32H2382343 HENTGES PAGE 07
� E. Design, Syst,em I�ngth
1. For trenches with 6 inches of roek below the pipe;
D1 / Uench widfih: _ / �� equals f�;�
--,..__
• 2. For trenches with 12 inches of rock below the pipe: I
�2 / �rench vdidth: = � / � equals �et
3. Fcr 12 inch rock ttench with nv reductio�t;
D3 / trench width: _ / � equals ¢��t
�_
4. For 8" di�tne�er gravelless pipe:
D 4 / trench �ridth: = / 20 equals � ��
�
5. For 10" diameter gravelless pipe:
D5 / trench v►eidth: _ / � equels � �t
B. For 34 in wide, 6 in louvered chambe��y��tem:
D6 / t�ench wi�fit�: � 125�2.S0 . / �3 eq�,als 417.5 feef �
?, For rock beds, chaose system wid{h; =�R wide
D7 / bed width above: _ � / � equals ��
�
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11I1b{�bb5 13:39 3202382343 HENTGES PAG� 08
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PAGE 5 OF '!0
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11/16/20H5 13;39 3262382343 HEN7GES PAGE 10
PERCOLATION TEST REPOR7" SMEETS OATE_ 12-02-OS
CONDUCI'ED Bl�: CHIP SEPTICS Chip Hentges
P`9 Dep�h= 20 �n 7exture:and Loam Avera e
.�-- g perc ra'�e: 13.3
Tlme Ir�berval I�fierval Intenral ortal Water Water Water Perc
min�sec) (min�s) (seconds) �me
d�Dtt1 drvp drop �
��t O:OQ:00 �"�"�°"�0 �"�� �on dedmat MPI
..........................
to 0:00:00 �p ..........................
�� 0:00:00 �0.00 0.75 13.3
..........................
� 0:00:00 10 .......................... 0.75 13.3
�rt o:oo:oo �o_oo
..........................
� 0:00:00 10 1 o.Oa -�.......................
t�rt 0:00:00 0.75 13_3
•-�-----.................
to 0:00.00 -�--�-�--�,,,,,,,,,,,,,,,,
1
�.�, Depth: �in Te��:`_ Average perc rate;
�
Time 111te�vel Ih�erve! Irrt�elval ota! Water W9� Water Pe1'c
min 8 mec) (minutes) (s�ecands) ime deplh drop drop rsbs
rr,�nute rab� Icite�val fraction docimal MPI
�art o:oo:oo
..........................
to o:oo:oo ..........................
�rt o:oo:oo
� .................. o:oo:oo .. , ,,.,..... ..
r�rt o:oo;ao
..........................
� o:oo:oo ..........................
tart o:oo:oo
..........................
� o:oo:oo ..........................
� Depth� in Textur�: Average perc rate:
—r.�
Time InGerval Ir�erval Ir�erval otal WaGe� Water W�er �s�c
(min 8 gec) (mi�ute�) (s�nds) i� depth droP drop r�
It 0:00:(� rtdnumr�tio Intelval fractior► detim�) MPI
� ,,.,,,.-•-�...............
0:00:00 10 .......................... ,
t�rt o:oo:oo �a.00
.........................
� o:oo:oo �o ..........................
t�rc o:o �o.oa
o;oo
............... ..
� 0;00;00 10 10.00 .........................
�� 0:00;00
� ..........................
0:00:00 .........................
PAGE 7 OF 1p
Ol 'd Z6l 'ON hNddWO� h��38Nd0 WdlO � l l SOOZ '8 '�34
11I16I2005 13:39 3202382343 HENTGES PAGE 1�
PERCOLATION TEST REPORT SHEETS DATE:
CONDUCTED gY: Chip Septics
Depth: �i� Texture: Average perc raie: �
7'ime Interval Intewal Interval o�l Waber Waaer Water Psrc
(Inin�eec) (minute�) ($econds) ime depth d�np �r�p �
mlrw�ratio Interval fraction decifnal MPI
�art o:oa;oo
� ......................�..
0:00:00 �0 10.00 .................... 0.63
t�rt 0:00:00
..........................
to 0:00:00 10 .......................
10.00 � 0.63
�art o:oo:oo
..........................
0:00:00 10 10.00 .,,,,,,,„ ,,,...... 0.6�
�rt o:oo:oo
� ..........................
o:oo:oo ..........................
� Depth: �in Texture: _ Average perc rate:
Tirt►e Irrten►al Interval Irrterval otial W� �� W� PeR;
(min e sec) (minute�s) (se�onds) ime depth drop drop �e
mm�rmo Irtterval fraetion decimal MPI
rt o:oo.o0 8
...............�----�..,..
o:oo:oo ..........................
7 1 �
�art o:oo:oo e
........................
to �� 0:00:00 ......,---��---......... 1 1
tart o:oo:o0 8
..........................
� o:oo:oo ,..�.,....7...........
t�rt _ o:oo:oo a
1 1
� ... ... - o:oo:oo ..........................
7 1 � �
� Depth: �i� �'�fe;`_ Averoge perc rate:
�
Tme Inbenal Intero�l Intenral akal Waker Water Water P�R
(min��ec) (m(nut�esa (�s) ime d�th drop drop �
mk+uoa rato Interval fraction dedmal MPI
tart 0;00'00 8
... ..:... .
'ro 0;00:00 ..........7.,......... 1 1
tart 0�00:00
to ........................ g
.. 0:00:00 ......................:.
7 1 1
tart 0:00:00 8
..........................
� 0:�0:00 ..........................
7 1 1
�rt o:oo:oo e
....,.,..�..............
tG 0:00:�0 ...........7.......,.,.. � 1
PAGE 8 OF 10
l l 'd Z6l 'ON hNddWO� 1���3�Nd0 Wb'l0 � l l �OOZ '8 '�3a
11�1bf1��5 13:39 3262382343 HENTGES PAGE 12
SIZING OF PUMP 5TATION
1- ��sert flow rete 750 allons per day
.2. Insert gellons per vertical inch from t�nk manufacturer 25.0 gallons per inch
� 3. Catculate gallon� to cover pump sitting on 4 inch block with 2 inches of water
_ 4 �in pad + 10 ump hgt_2 � H20 = �s,p _ inches of wrater
16.0 H20 X 25 � gpi = q, pp gellons to cover pump
4. Calculate total purr�p out volume
a. Calculate gHllons per dose based on 4 pumping intervals per day
�50 flow divided by 4 � 187.5 gallons per dose
b. CelCul�te dr�i�back
(1) Pump pip� length � die�meter= 75 tength 2,0 in diam,
(2) Determine liquid volume of pipe�rom chart per 100 feet =' 17.43
pr� o�� c,�u.r�oo F r p��r� cn���eo F r
�.as �.n a5o 2a.9�
�.ao �ase 3.0o ae.4o
2.00 17.-09 4.00 66_90
(3) Multiply pipe length by volume dlvided by 100 �to get drainback quantity
�_ X 17.4__3_, equals 1307.3 / 100 = 13� 9�Ilons
5. Calcula�� tot�l pumpout volume by adding pump dose�f4a plus drainback#R4b3
187'.5 gellol�s * 13 gallon� = 2� p�gallons pumpout volume
6. Calculate volume ior slarm based on 3 inches and tank GPI
25.0 gpi X 3 = � 75 gallons
7. Calcula�e gallon� �Go cove�pump#3, pumpout volume#5, and a(ann volume�6 I
�0� P��� 2�01` plus 75� equals 676 gallons W(THOUT
8. If!UG �requ)res 75°�6 daPly flow as reserve capacity, RESERVE �AP.
resenre� capacity = 562.5 gallon$
9. Minimum pump tank size WITHOUT re�erve capacity equals �gallons
10, Mihimum pump tank size WITW reserve capacity equals 123�gallons I
11. Float;seperation distance equ�ls pumpout volume #5 divided by tank api#2
2.0� divided 25.D gpi = `inches to tether float
PAGE 8 AF 10
Zl 'd Z6l 'ON hNddWO� 1���38NH4 WHlO � l l SOOZ '8 '�34
11�1Of'LbbS 1�:�y �1b1�S2343 HEM'GES PAGE 13
. . PUMP SELECTION PROCEDURE
A. Pump capaci�r
i
. Pump capaci�► = 25 GPM
� " Select a pump capacity between 20 and 40 GPM for charging a ma�ifold
or(or pumping to a graviiy�ituation, ie, a drop box or distribution box.
B. Oeterrr�ine he�d requirements �
1. Elevatio� ditference betw0en pump and the point of discharge = 10
2. If pumping !o a pressure distribution system, add 5 feet of head required at the
m�nifold. If pumping to a gravity system, use zero (0) feet of head. �
I �3. Determine frietion loss
a. Enter friction loss t�ble with gpm 25,p and pipe diameter 2.0
�__
��criorr i.oss iN pu��rc P��
R�O'W RA� NOAANAL RPE D1q1yETER Fl.OW RATE OMINAL PIP� DW�TER
IN CPM 7 2 3 IN GhAA t.5 2 3
� 2��7 Qt9 0.11 36 8,96 2.� 0,90
2S 3.73 7.11 0.16 40 &91 2,8�4 0.38
� 5�23 1.55 0,�'J 45 11.07 3,28 O.�B
Fric6ion loss = 1.11 feet per 100 ft of pipe
b. Determine toial pipe lengtl� from pump to discharge point = 75.0
A�dd 25°� to pipe length above to account for ftting loss = 93.8 feet pipe
c. Calculafe tot81 fricfion loss by multiplying fi-iction loss in ffi/100 B3a by
equivalent pipe Iength B3b above =
„�11 X 93.75 equals 104.06 / 100 = 1.0 ft �ead I
C, 7otsl head required ts the sum of the elevation di�erence B1 plus additional pressur�
for the manifold B2 plus the total friction loss 38c.
�� P�u$ __ plus 1.0 equals 1�R totaJ head
D. The Pump requires 25.0 _gpm and 11.0 feet of head �
PAGE 10 OF 10
I
El 'd Z6l 'ON hNddWO� 1���38Nd4 WdlO � l l SOOZ '8 '�34
�� �� � �,z���� � _
�� . TIM
CITY OF ORONO CALLED IN
INSPECTION TICE t� SCHEDULED 7/D G{�O ��oD
PERMIT NO. � �a COMPLETED �-t�-�6r0 ��:C�C7
ADDRESS ��9 � � � •
OWNER CONTR. �U�-� �?��
TELEPHONENO. ��a ��� ��7
� DESCRIPTION �r�C� �
l� 01 FOOTING 11 MECHANICAL RI 18 EXCA /GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 2 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNERICONTRACTOR TO YOU:_YES_NO
v�i COMMENTS: �� S6cJ 1�e O L CC� ^ S't'A'' '� t�A�
� A P Pro��� 1� ' t C'o v..el- r ��-•,:��
o ' ����....� � 1`�� lf� �-� � l'�l�-��f �
� ll.� � �►. r3.-eT .� �l S t�n, ��-�c� �
o ^
� _� �c�✓-e ��, J �"i n S . j-- . e i L�„ .
W
°� —r'� �� cf fG,c� 7� r �,�� �b �
Q
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� f � � � w l o a� G-A I [a.�tJ l,'r� ,�". ,�
j �e u s�� ��c;�t<�ro f�u�?.
GW �WORKSATISFACTORY:PROCEED I� PROJECTCOMPLETE
� ❑ ORRECT WORK&PROCEED r ISSUE CERTIFICATE OF OCCUPANCY
W
� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. `; PHOTOTAKEN
INSPECTOR WILL RETURN
❑ CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� 249-46��
OwnerlContractor on site:
Inspector. � i � (r� . �� �
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