HomeMy WebLinkAbout2012-01059 - septic • CITY OF ORONO * 2 0 1 2 - 0 1 0 5 9 *
2750 KELI,EY PARKWAY DATE ISSUED: 10/22/2012
ORONO, MN 55356-
(952) 249-4600 FAX: (952) 249-4616
ADDRESS : 2380 DEV[N LA
PIN : 03-117-23-22-0013
LEGAL DESC : THE NURSERY
: LOT 001 BLOCK 001
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTIOIY TYPE : NEW
ACT[VITY : MOUND SYSTEM -SEPT[C
NO"I'l�:: (I)PRECAST CONCRG'I'E�IANK- 1,000 GALLON
-380 S.F.
1`"'T'T r� ��r c�..�
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APPLICANT SEPTIC NEW 200.00
PRIDE CONSTRUCTION& EXCAVATING STATE SURCHARGE SEPTIC 5.00
9450 WEST HILL ROAD
WATERTOWN, MN 55388 TOTAL 205.00
(952)475-2928
OWNER
BLAUER, DARRELL W
2380 DEVIN LA
LONG LAKE, MN 55356-
AGREEMENT AND SWORN STATEMENT
l�he work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
Stare Building Code. This permit is for only the work described and does
not grant permission Yor additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whethcr 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
suspendcd for a period of I 80 days at any[ime after work has commenced.
The applicant is responsible for assuring all required inspections aze
requeste in conformance w'th the S[a �Code.This permit may be
rev � d at any time f r
- /l� � Zz �/z `p ,aa, �
Applican e itee igna ure Date Iss d L3y Signature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
i
" City of Orono FOR CITY USE ONLY
Q4��� P.O. Box 66 �bll9 /Y D/�j -�/ .S'r✓'
�$t 2750 Kelley Parkway Date Received: Permit#
a� 1�r�f`:. F) Crystal Bay MN 55323 , ��- �
��� �'wy�}�o` (952)249-4600 Amount: $
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CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATIOf�� �j�
(All permits must be approved by the On-Site Septic Manager and/or Building Official) ��
Job Site / Ouvner Information�`�` � n°�j���� ,��^..
Site Address: ���o ��f�/��'I �hr'
Owner: �, (ir� /`3/GtU-C'�/ Mailing Address: ���i
City: Zip:
Home Phone: � Z '- 7' , �"� � Alternate Phone:
Contractor'/Applicant Information: " ��.s��.'
- / � ��. /
Contractor/A ' ' �" � r ���� �/� G�'� ontact Person: FII� L��'Y's�1�''��L .
N P�� r��1�5 �r � �r �
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Address �C/.SC� G�c'S� `��`� e�� State License #: �3SC�
City: ��'�t�0�� Zip: � Expiration Date: ZAl3
Phone: fS Z ��/S� �`�8(3�/ Alternate Phone: ���5�� '�5�9Z--
('oI�Z- S3Z - ly°I Z
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� a _� , �:�,,� :::�. �. .. ,� ,. ��'YPES O� OCCUP�N����(� , ,,��«���, ��,,,, � .. .� �F �� ,�,
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�Residential ❑ Commercial ❑ Other
PERMIT TYPE AND FEES
New or Replacement System $200.00
Repair Existing System 100.00
(Tanks or Drainfield)
State Surcharge 5.00 5.00
Total $
W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc
1 / 2
♦
�`* ATTENTION APPLICANT ** �
�_ Fill in all appropriate blanks and check all appropriate boxes.
I will be installing the following:
Tanks
� Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other
(list manufacturer)
Number of Tanks: /
Size of Tanks: �44C/ �`�"�
Treatment System
Trenches s.f.
r ti
� �Mo d ' 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.: ���C�
Staff Review: Accept ❑ Denied
: t��S � i
Reviewer: �'/�'�� Date: � L'' ��` �
Reason for Denial:
Comments (to be printed on inspection card):
W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc
2 � 2
CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION
� � ����� GE�NE�R��L.�1N�TRl�CTI��N�� ��.��; � ���� �� � �
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:A(Permits)ASeptic Permit Application-Updated Surcharge 07-28-1 I.doc
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, ORO:�TO COPZc'
- � Koch's Soil Testing
Box S 1
Loretto, Minn. 55357
Rex Blauer 10/9/12
2380 Devin Lane
Long Lake, Minn.
Tel; 952-473-6734
Job Site;Above address
The present drain field was inspected. and the septic tanks were determine to be sealed
tanks and there was not any signs of effluent bleeding out onto the surface,
However when the soil borings were done to aetermine where the mottled soil was at
18 inches in S.B.#1 and at 19 inches in S.B.#2, and with the drain field trench bottom at
� 24 inches the required two foot sepa.ration to the mottled soil Level is not satisfied
Therefore with the above information this system is consider to be a faiting system and
would have to be replaced according to the current City of Orono Codes„
Therefore another site that is located west of the driveway was tested to determine what
type of drain field could be installed and still comply with the current City of Orono and
Minn. Rules 7080.
The four soil borings indicated the following results; ���No COPY
Soil Boring# 3 mottled soil was at 48 inches
Soil Boring#4 mottled soil was at 49 inches.
Soil;Boring# 5 mottled soil was at 36 inches
Soil Boring# 6 mottled soil was at 36 inches
• Mottied soil is consider the high seasonal saturated soil level that exist during
the wet seasons. ,
- The average percolation rate was 16.5 min/in( Loam soil type)
.See enclosed soil borings and percolation test for the details.
Mottled soil is consider the seasonal saiurated soil level that exist during the wet seasons
( spring and fall ) .
The cunent codes state that when mottled soil is encounter at 36 inches to 48 inches
then an AT-Grade Drain field above ground system can be installed.
. An At-Grade Systern consists of placing the rock on the present ground and Sandy Loam
and TopsoiI being placed over the top of the rock bed.
With the mottled soil:at 36-48 inches,there exist the require tl�ree foot separation
from the bottom of the rock bed to the mottled soil level exists..
This type of system is in compliance with the cunent C�q�O�qp���cs and Minn.
Rules 7080. SF,PTIC PERMi �.Ati� ;�., . ;:',V
� ::
G�z�l`+JO COYY iNSPECTOR, ;L :r.� c'�
. DATE •f PERMIT NO.,,, -
APPROVGD AS SUf3�1fTTED
APPROVC:D WITH CORItECTIOlVSA3 NOCLp
TJi�S SYSTEM tS pESiGNEQ fOR TOT APPROVEU-COkR�CTh ItE3l:li�ll"('
•„�,_BEDROOMS. ANY INCREASE II��t�lMBER �fuii����i�nce whh aN epplicuble�����a��k„"�II i i`Jww
OF BEDROQMS INVALIDATES TH(S DESI G N. Requiremcnts�inctuding itgms not specifically noted in tliia revieW.
�CCiCP THIS PLAN SGT ON SITE AT ALL t1ML•S
.. ` ,, '
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Rex Blauer repoR cont; pg-2
The size of At-Grade system need for a 3-bedroom home would be the following size;
Sizing factors; Daily Water Use;--450 gal/day
Perc. Rate-- 16.5 min/in( Loam Soil range 16-30 min/in. )
Land slope—b %
Overall Size; 21.5 ft.by 91 ft long Rock bed 10 ft. wide by 75 ft. long
However due to the available land area we would have to use 2 rock beds
that are 10 ft,wide by 37.5 ft. long each
The total area needed for the At-Grade System would be32 ft. wide (North end)
and 41.5 wide ( south end ) and 54 ft, long
* The reason for the difference in widths from the north end to the south end is to
maintain that the rock beds are level from end to end and fit the natural land contour.
Amount of material needed; Rack-20 yds yds. 28 tons. ( Average depth-9 inches)
Sandy Loam---45 yds. (" "– 6 inches)
Topsoil–b0 yds. (" "–6 inches)
The above amounts could vary by f 0%plus or minus.
This AT-Grade system must be pressurized;therefore a pump and a pump is needed;
Size of pump tank; 1-1000 gallon sealed tank ��a K
Pumping Rate; --- 122 gal/cycle (4 cycles/day)
Size of pump; 30 g.p.m. (must overcorne at least 9,0 ft. of head pressure)
- This is base on'/<inch perforated holes that are spaced 3 ft. apart.
Use 2-2 inch perforated pipe for ine manifold and this pipe should be installed on the top
edge of the rock bed or I ft. from the upper edge of the rock and then a 10 ft.downslope
of rock be installed from the pipe focation.
The two rock beds are at different elevation ,therefore a Gate Valve must be installed
between the upper rock bed and the lower rock and the pressure must be adjusted so the
same squirt height is maintain in both manifold pipe
Clean-outs must be located on the end of each 2-inch �ateral pipes
An a3arm system must be installed in the house to indicate pump failure
This must be both a sound and a light alarm system.
There are 2-1000 gallon septic tanks that already installed and they were determine to be
sealed tank and the baffles are in good shape
See the enciosed tank integrity report for the detaits.
These tank should be pumped out every 3 years ( City of Orono Codes)
If this system is not instalied this fall,then it should be roped off to prevent construction
traf�ic from compacting the soils, which will ruin the site, this will not have to be done if
the system is installed immediately..
� '~`'�9 � Site Evaluator
��—- - �-�-�" - "�Rotrtrt•`R. Koch M.P.C.A. # 193l1429
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' ' Patc�l number. � � ' System status: Compllant ❑Noncompliant
• (as dsfeimined by t�i Ua e�s SeptlC SeNiCe,U:C � .
� 10502-31st Place N.E. �
Tank�Intogrity and Satety Compliance • 3�Michaei,MN 55378 � - �
. CompEiance Issue#2 of�4 �63-a9�-t7s4 ' .
Oate of observ�tion: D ' 3 � '" � a' Reason for observatbn:
,' This form explres on(three years):� U � �i d � { � �
Compliance questlonslcrite�ria: (Requtred) Veriflcation Method": (Optional) .
Chedc the a rv date box � • (ChecJc the appropriate baz) �
Does the syatem consist�of a�seepa9e pit', ❑Yes �No ��obed tank.bnttorti . � � �
cess oo! d eU or leechin 'Y1 " � � � •
. �bserved low llquid fevel _
Do any sewage�tank(s�leak bebw their. �Yes �No - � .
des ned'o ralin tJe th? ❑ Examfned construct(on records �
, H yes,iderdify which sewage ; . . Examined emPty(pumped)tank � .
fank leak�. � � ' • . .
. . • , Q'Probed outaide tank for"black sal'
. My�ws'artswar/ndkatea Lhat the syst�m!s taping to pmtect � � . . -
ws � - �
�round�vetar. . . ❑ Pressure�vacuum check .
' Seepage pits meeting 7080.2530 mQy be campitant if alfowed � ��er �-� ,�"b . � ��,,��
In ordinance by.local permittlng�authority. .� .
- � . "No�tandard protocol exiats..This tist ts,not exhausllve,!n - .
. ' . � sequenda/wder,nor does!t Indkafe whtch combfist�ons '
� s�e necessary fo-►►�ake.this daterminatio». �
: _Safety Check � � : � - . . . .
� 1. .Are etiy maintenance hole covers damaged;�cracked,or appearod to be strudurally unsound� � �Yes• ' (�NO� ` .
'2. We�e all-rnaintenance hole covers reptaced in a se�ured'marvser(e:g.;aIF screws re�laced}7 � . (�Yes ❑IVo'�
3. ' Was secondary access resttafntpreserrt(satetyr pan,second cover,or safety netti�g)—highty recommended. (�Yes � Q No
. 4: Wae any other aefaty/health issue presenYl � . : � � . ❑Yes• �No .
. . ,
Exp�ain: . :. .
- •Sya;an l�an lmmin�nt thr�at Lo pubUc haa/thi andsafety.' �
Certification � � . • . � -.
- ;:< .
fils��a�to be compkted and attached to the Summary Fatm oLthe Mlnnesota PcBution Controi Agency's(MPCA)-Compl�nce
' lpapeolfo�n�ofm for Exbttng Subsuriace Sewage-Twatment Systems.Obgenretions,�ir�teipcetations,and condusions must be
compisted:bjl srt inapecfor;rnaintalner,or service provider.Completed form must be submittsd to the local unit of govemment wi{hin
15 days. . � - :
_ . , . � , . . .
Property owner name(s): � r .
7�-Property addreas: •
�� ,Property owa rs address(tfditferent}: . . . '
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� �ounry: Phone: �
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."I itere6y cedily lhat/peisonally made tho obseivatlons, interprelatia�s, and conc/usions ieported on th/s torm and that they are �
corr�ct. �
Name: �Q r?e� �� C��'lLI Certification number. C � G�� `� . .
� L�� ���� �r .
' - 8usi�ess llcense name and number. 1�(�c�/1 P 5 �iP� �'l L `J�P t'V l e.• ______ �
• . Nsme af local und ot vemment � . • � .
' � �-?�n i � . .
Siana�ture: ' � �� � - . Dete:
�.��.31 , , . Comptiance lrapecifon form for Existfng SSrS �
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OSTP At-Grade Design Worksheet UNIVERSITY
Minnesow Polfutlon OF MINNESOTA �"�- ,
Control enc
1. DISPERSAL MEDIA SIZING: Projeci I0: v 12.08.06
A. Design Flow: C� �Q�> �s CU GPD C. %Land Slope: (p�d %
l
6. Soil Loading Rate: �.(��j GPDIft2 � � D. Con[our Loading Rate: �GPO/ft
E. Absorption Bed Width = Contour Loading Rate (1.D} = Soil Loadrng Rate (1.B} Cannot exceed i5 feet
(� GPD/ftZ= (�, GPD/ft = ��. d it
F. Absorption Bed Length = Design F(ow (1.A) S Contour Lovding Rate (1.0)
�� GPD : (�� (� GPD/ft = 1 (J ft
G. Required Absorption Bed Area a Design Flow (1.A) �Soil Loading Rate (1.6)
''� gpd = GPD/ft� - ftZ
2. BERM SIZING:
A. Determine System Herght = media height + 12" cover, divide by 12 inches per foot to convert to feet
/� G ft + ( �'� in S 12 in/ft ) _ �. � ft
51opeltlldplPl Ti6f[-t1
t7nd SIoPe� 0 1 2 - � _ �_ S - - i � j � � _ �� . �.
�io 1� i,� �,� ��'f �.� �.Z� �.1� �.m 4.l� !.� tA 4.70
�ownsiore�oa � �17 t� �1 �.1� 5.00 3.�8 4at t3S ljJ 1.1� 7�
8. Determine Upsiope Berm Width
1. Upslope Muftiplier based on percent stope (see Slope Multipler Table) �
2. On 5lapes >t%Upslope Width = Upslope Muttiplfer (2.6) X System He�ght (2.A)
��-�—� X �,� ft = (o„j ft
=�.t_._�
� On Slopes <1�, Upstope Width = (0.5 X Absorption Bed Width (1.E)} +5 ft
( 0.5 X ft ) + 5ft = C^�ft
4. Choose B.Z or B.3 depending on slope ,, ft
C. Deterrnine Downstope Berm Width
1. Downstope Muftiplier based on percent slope (see Table): �. �
2. Downlsope Width = Downslope Multiptier X Sysiem Height
o X , ft = a, ft
3. Absorption Bed Width + 5 feet =
Q���� ft + 5 = o C� ft
Y
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4• On slopes >1%, Downslope Serm Width equals greater of C.2 and C.3 = ��.Q ft
%� On slopes <t%, Downslope Berm Width equals 0.5 X Absorption Bed Width + 5 feet
( 0.5X ft + Sft = ft
6• Choose C.4 or C.5 depending on slope: �so � ft
N. Endslope Muttiplier (usually 4.Oy
I. Ends(ope Width = fndslope Multiplrer (2.H) X System Height (2.A) (Minimum of 6 feet)
��� X �� � ft = ^ � ft
J. System Width =The sum of the Upstope Width (2.C) + Downslope Width(2.G)
ft + �`j",d it = �/��'� ft
K. System Length =Sum of the Endslope Wrdrh (2.1) +Absorption Bed Length {1.F} + Endslope Width (2.1)
.C� ft + /�5 -� ft + $•U ft = 9J. d it
L. If using a registered product, enter the Component Length: ft '
M. tf using a registered product, enter the Component Width: - ft
N. Number of Components per Row = 8ed Length (1.F) divided by Component Length (Z.L) (Round up}
C� ft = ft = components/row
0. Number of Rows = 8ed Width (1.E)divided�y Component Width {2.M) (Round up)
Adjust Contour Loading Rate on Design Summary page until this number is a whole number
` ft ; ft = rows
p, Totvi Number of Components =Number of Components per Row X Number of Rows
X = components
� C�S � � l2�e � /� �1�S /p ` G� x 38 �1.,
�o F"� � T�/'�" y�.CZlV t? �c1� !��Q 1•�
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�;. 3. AT-GRADE DU�AENSIONS:
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�pu� �`-� S
` �Z.c> l�.�J ��
� E��p� Endstop�
�,Y� 2.1 2-�
_ p�/ �UC,� Dispersat Bed: �1.E x 1.F1 � .,5 x f0 � �_r
� � / •
i�; C f. � f Q ' � � �/
�- � � U C �,�''�
�: 3 Downslope �� � �}1 �O r �
�� g 5'Q,,,,n&1 �i.��
�- ~ ��o�. � ` S
� Total Lenq[h (2.K)
�..
y
r4" inspection pipe Note:
- Laamy or sandy loam cover
> � � �� _ materia! must cover media 6'
`� thick, and extend at least 5'
`�. t 2.0
Downsto (2.G) beyond dispersal bed (rock),
�d cover material plus an additional 6"of topsoit.
ispersa! Bed �rock)
�� 'topsoil
i:.
�'
Q� -36"
�; —--— limi�ig Condition --——————���_
� �p , ---------_____ -
�. Absorption Bed
�: . Width (1.E)
� o��ZGC� �.2C�0 .
�`: Ncce: /o' cc1 x 3 8 '�C.
�:.
- For 0 to 1�i slopes,.tdso�ptian Width is meawred from the Piprand divided equatly in both directions.
` For slopes>175,Adtsorpt/an ifndth is measured downhiU from the PYpe.
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lU/lU/Y011 W�ll U8:15 b'AX ti1194131Z4 llOUGLAS SCK��N YK1N'1' t�OlU
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� OSTP Pressure Distribution UNIYERSITY
� �, Desi n Worksheet OF MINNESOTA �
µ�+.�o�� � � ��.os.ob
�� Project ID:
10 ft
1, Media Bed Width:
Z, Minimum Number of Laterals in sys[em/zone=[(N�edia Bed W1dth t��ne1�-4):-3]+1 round up to the neareast whole number+ 1.
� �� .q �+ 1 = ��laterals
C]laterals
3, pesigner Selecfed Number of Laterals: _,_- -•-
line 2 facceot in at-aradesl ""`"""'"'"' ` --- - -
Cannot be 1ess than Z.0 ft - :;�*• � ,._ . .,.�_-.•,;:<.•• ��_=_;;� �--� ':�`,1';?
a;�er- F'.. .i �� r ,µa A� t�;s �
C�ng. y..�Y:y d '•:�' ! it?'S Mea�-� �
4, Select Perforation Spa �_'�: ' ��n ' '
1/4 in '
'I.'neAaatwiu waca 9'aua� � - 1'-l'-�a1�2
g, Se►ect perforntion Dicmeter Size: _
- c-a.w� ; '
6. Length of Loterats =Media Bed Length-Z Feet. ;�,,,,,,,o,,,,�,�:•,.•w•,: ����x p 3'
38 - 2ft = 36 ft Perforation con not be cioser then 1 foot fr`om edge.
7.
Determine the Number oj Perjoration Spaces. Divide the Length of Laterais (Line 6)by the PerJora[ion Spocing tLine 4)and
round dowrt to the nearest whole number. �ft ` 18 Spaces
Number oJ Perforation Spaces =
36 ft '
Number oj Perfora[rons per tateri�uaran[ees less�h1an ah1096 dischargePvana[i4n.�The value i double withta ctenter manifold fy the
8' number of perforations per tatera g
Perforattorrs Per Lateral =
�g Spaces + t = 19 Perfs. Per Lateral
�jp��q�1�0��Plf L�'j�bOG1Arr71�!<����Yalr�i1�011
�nt
' a '' �,�� Pipe Di�ee�er(tnd�1
��1�1
� ��f 1H 2 3
Pecf°r�h°"Sp�{(�1 t ty� tlh 2 3 �)
" 2 11 4� �1 S� �
� � u �� �o a
� s s2 �b � � m �o » �0 3z a�
�. 9 µ n �o �o
� 1 12 �� � � 118 inch P+erforkiois
3�1��ndtiP�riar�ioro oia��eber I1c�es1
p�pe Di�netpr�Y�chrs) Perfor�bon Sp�ar� �
lMfor�ioaSP�fl��1 � 1M 1� 2 I (��+�I
1 1w 1h 2 3
� 21 � � 74 1�9
2 12 �� u � � N 69 1�5
p� 12 17 2� �0 !0 =K 2� 30
� tZ 1� Z�
N �5 ! t0 !� � M jy
9. Totat Number of Perjoratfons equals the Number oj Perforations per Loteral (Line 8)multiplied by the Number of
Perfornted Laterals (line 31• '
19 Perf. Per Lateral X �]Nurnber of Perf. Laterals =
3g Total Number of Perf.
t0. Selett Type of Munlfold Connection (End ar Center): ❑End ❑Center
11, Setect Lateral Diameter{5ee Table):
L._._—�in
ivi 1vi Lv1L IILL VV.1V 1'[lA VIGJYGUIGY LVVVLAJ JVl\liL'l� 11\ll\1 l�/JV11
�� OSTP Pressure Distribution
UNIVERSITY ,
M'"��°"��°^ Desi n Worksheet
Contral � OF MINNESOTA --;��
12. Caiculate the Square Feet per Perforation. Rerommendedvolue is 4-11 ft� per perforalion.
Does not apply to At-Grades �"�1'{�1
a. Bed Areo = Bed Width{ft)X Bed Length(ft) Ibrtonika pl�meoer
Fled(h)
f 0 ft X 38 ft = 380 f�j ��� ��+� '%a '/.
b. Squaie Foot per Perjorotlon =Bed Aren divided by the Total Number oj Perforations (Line 9), 1�' au 0.4f 03i 0.14
0.12 0.�f O.f9 0.9
3� ft2 - 38 perforations = 10.0 ftZ/perforatio�s � a� O.s! 0.lD 1.W
2.� Q]9 O.N O.d9 1_t1
i3. Select Min/mum Average Head: 1,0 ft 3A 0.37 0.12 0.9� t,zf
4.0 O.7f O.i3 1.13 1.41
14. Select Perjoraffon Olscharge {GPM)based on Table: 0.74 GPM per Perforation y.� a�� 0� �� ��
15. Deterrnine required Ffow Rote by multiplying the Total Number o f Perforetions by the �� ����3�t6��0���Rh
Perforotion Orscharge. r, �t �d�
3�J �/-' �` DwtllMgs with 1 J8 int h perforattprs
38 Perfs X � 0.74 GPM per Perforation= '\ 29 �pM 21eN �����M515wicd3/16
irch w tl�ind�perforatiors
16, Votume o/Liquid PerFoot of D�stribution Piping(Table 11); 0.170 Gallons/ft 5i� ��bluhrnentsandAt5T5wit91leinch
17, Yolume of plstribu[ion Pipinq =
P�M�
_[Number of Perjorated Laterafs (Line 3)X Length oj Lnterafs (Line 6}X T����
(Volume of liquid Per Foot of Distribution Piping(l.ine 16)] VOlume o!Llqttfd 1n
Pipe
�� X 36 ft X 0.170 gal/ft 1Z.2 Galions plarn�t�t P�e rFoot
18. Minimum Dose=Votume of Distribution Piping (Line 17}X 4 (inclfes) (GaUons)
12.2 gals X 4 = 49.0 Gallons � 0.045
1.25 0.078
1.5 0.110
m� PD�� 2 0.170
���U i 3 0.380
��� �� 4 0.661
WP��P�P
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ouK ���
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� Mani(a�d ppe�
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i �
altemate towtion
of 6om ' �
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` ������
�._1_'-.-„� �U f� L,/ d PPQ rmn p,.,p
t s P��L. 3:(n�/6�/��IZ P ,�„
Comments/Special Design Considerations:
� (.�5 r �� -��: ��!�-►-� lG,� ���Z�-z� «-►�� �G
�� � �� � �
�'Yl�-yt'�`�,i,v�. �`� `/J a,� t�Yr�c�c� .:
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lv. iv. c.vir. nL•u vo.Lv rAA VLG.7YGJ1G4 UVUI�LHJ JIiI(CL'1V YIC11V7 l�G1L
� PUMP SELECTION PROCEDURE Perio�ation Discharges fn gpm
A.Determine pump capacity: perforotfon dlameter
� head inches
y ^_gravity distribution (feet) 1/8' 3/16 7/32 1/4 ,
��-M i n i m u m r e q u ired dischar ge is 10 g pm �
�. 1.Oa 0.1 8 0.4 2 0.5 6 0.7 4
2 Maximum suggested discharge is 45 gpm
pressure distribution 2•ob o.26 0.59 o.so t.04
see pressure design worksheeet 5.0 0.41 0.94 1.26 1,65
Selected pump capacity' �� gpm � �use 1.0 foot for sinple-tomily homes.
b Use 2.0 feet tor onyttlEng else.
' Potenilal for plugging
;
: . B. Determine head requirements:
L Elevation difference between pump and point of discharge.
' �_feet
2 Special head requirement:
If pumping to a pressure distriburion system, five feet for pressure
required at manifold. If gravity system, zero.���feet soll heoiment
3.Friction loss system .�a�o: .
a.Enter friction loss table with gpm and pipe diameter. - �ne �
' Read friction loss in feet per 100 feet from table. eievanon
y;, Inlet dlfference
" F.L. =L�� ft./100 ft of pipe �pe ------
,...
:..
' b.Determine total pipe length from pump to discharge ������������ �
--------------------•------- -•----
' �point.Estimate by adding 25 percent to pi�length tor fitting
�. loss.E uivalent pipe length times 1.25 =total pipe length
��� x 1.25.= � feet
c.Calculate toh�l friction loss by multiplying friction loss Frictian Loss in Plastic Pipe
` in ft/100 h by equivalent pipe length. Per 100 teet
�_ /•�� • ��feet -' r G norninal
Total friction loss= �o x =100-" • - , pipe diameter
� now rate 1.5" 2" 3��
4.Total head required is the sum of elevation difference,special head m
requirements,and to al friction lo s. 20 2.47 0.73 0.11
,�
�_+�-+ �1) �2) t�) 25 ; .. 3:73 ' 1.11 0:16
�": Total head: ____�._ fee �� _ so 5.zs �.� o.2s
35 6.96 2.06 0.30
- 40 ._ - 8.91 2.64 0.39
45 11.07 3.2B 0.48
` C. Purnp selection ,, 50 13.46 3.99 0.58
�5 4.76 0.70
' 1.A pump must be selected to deliver at least;�gpm b0 5.60 0.82
(Step A)with at least�feet of total head (Step B). 65 6.48 0.95
- 70 7.44 1.09
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Appendix B-1 3
Figure 6-55: Percolation Test Sheet
^ ��� �uu-,-�-v PHRCOLATION TEST SHEBT
� ��J t�A•ti- �y�, � �� --i
Test hole locatton � Ho��� _� Date tesf hole waa pzepued: � L~ L-J% �z
Depth of hote bottom: �-� inches Diameter of hole: � inches
Soi2 Data from test hole:
depth,inches oil textun: �of[co or /
C� i�." „�o .4 /h-� ��.i�c r� /G�/2 c,2. /
Method of scratching sidewall: � ° . Depth of pea size gravel in bottom of hole: � inches
Dale and hour of initia[water filling��� �'� ��epth af initiai water filting:_ �Z,• _ �bove hole bottom
Mcthod used to maintain 12"of water epth Sn hole for 4 hours: fv-�+��*�ilaJC:.n��
1�
Percolation test condueted by: , 7 G�� Percolation test started at_,�(am pm),`
Maximum water depth above hole bottom during test:� inrhe� c7�,,I,/ / �
� �h
INTERVAL WATER pROP DROP PEqC RATE converslons
TtME (MINUTES) OEPTH (}raetlon) (daelmaf) CALCULATION
iJ16_.06
1 -- START _L/�_�7 � � — " /3. 3 A �ro_.�a
f Z1� --�G-- --l1t-77" --I-/�-- ---���-. IM � � �E��`
- - (Dectmal) .�6:.19
L REFILL '!�_�
_/�- � , � '/
. � ~ �. __ZS__ _`J�'__�C_ __C,/�___ �� ��__ � DR � 1�C B
� � -------- v�oi.„at Sf16_.31
REFILI �� _ —��_ J�,h� C ye=ae
_ _� _ _ � • •� —
�`' {� -��-- - !� --�-����- J•1 -� o ��R�
ZG{�+ REFILL _$_i� ;y � __ '�� q /�, D IIIS:.II
`Zz6 -_'7c.,-_- --�r---l� --�--��lc- --�1�- --- �-�r- ne�z �n=.s
Deeimal
�: REFILL ________ �+ 4H6=,56
-------' TIM �L$��al�
_'______ ______
_�__ ______�___ .�_.�
REFILL __ _____ j»'
— --------
-------- --------
_ -'!`�E DR �P-€�� 11/16s.fi9
--------- (Deeimal)
— REFILL ________ . G �I4=.IS
TI -S�i�P P6R ���s_b�
____'___ ________ __________ ____'_____ D�clmal
� REFILL ________ H �IO=.Ea
_ _'__'___ '_______ TiME �JROP PER �SJ�B�.S�
____'_____ __________ (Declmal)
Ten Percent Calculation�
A,B,C
r�. - �..� .�� B,�-Dl�. _ i�.� _�
Cwrgosc M o pH, mal awt N o ABC Lar�vst M o 8 $ma srt u o/ H/CD
S���a��N�A� 0.10� �� I� D x 0.10� I � �/
mallas[N o H
C�17�E — � �} /
—'7+�''"'= l�.Z�`G•D t-�.li-� ='---/--"'-
�
Lnrgas�N o e S...al ..e w o CD6 L�rg..t w ot asp r..��� p.� � � �
s� 0.10- �0 1
�+w s�t M u DE Smat �s�M of DEF ' 0.10
£,F,G F�G,H
L.+�Ko�t M of EFG Smallo��M o EFG Large�t 4 of F H Sm�t •�t w oE FGH
. �+wll��t n o EFG x 0.10- mall��t M o FGH " 0.10�
' If the top number in each set of boxas is iar9er than the bottom number, take another►eading, !T
tne top number Is equal to or smaller Ihan bottdm number, average the 3 numbers tor the perc rate.
/ �
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¢; ...., . , .
.� .
�: Appendix B-1 3
x
;�_ '
. Figure B-55: Percolotion Test Sheet
a:--,
s� �a..� 3 Q� �xco�roN�rB.s�r sxss�c
Test hote toeation V� S� E �1 Holc� � Date tesf hole was prepared: � Z'y �Z J/��
Depth of hole bottom: ���1. inches Diameter o!holr. � ;Iachee
Soi1 Dab from test hole:
_� depth,Inches �oil textu�— ���C il co os /G �j� �
1 — /3." , O+� /}'Y1 �
�'
t Method of scnteh3ng sldewatl: � Depth of pea eise gnvel in bottom of hole: � Inchee
�'; Date ar�d hoar of Initlal water fill(ng• epth ol IniHal water flllln6: ���� above hole bottom
s�*r Method wed to maintain 12"of water epfh'n hole(or 4 houra: ��1=� .5�/t�ft Cn�/
�r.'• Percolallon teet cooducted by: _ c,C� Percolation teat s�ed at�(am pm),
�� i`
`� Muimuo�water depth above hole battom during fest:� incl}es
,;�
9/��,� � z_
;A'.
! tNTERVAL WATER WATER WATER pEAC RATE ���f
TIMt (MINUTES) bHPTH DROP OROP CALCIJLATION
(1Mrctlon) (d�elmal) thb s.p6
�:.
�. � f O.J START _�/ �� �O _��A IIO=.��
�� `� ---�s"`-- -�J-r��'' '__1_/1�0- -_ji0�_ • (Ceclmal) ulis.l9
�� .. � � 118PILL '
.:
:� �-St� - ----- 1 _ ,00_ 7 G B 1I4:.25
:, �----- ---{- I_G_CK3 'i�i7�i' �+$3i�
�-J
�,. . -- - -- -- ----- ----- 3H6:.11
�^ r�„z R:�,�L -€�----- L/
:�:. -�-t� ---/�1�- - �T �'a9� r_?/,� c Y6=.k
� �� ---7�---- � � �a- ��
:_, . • 2G
- - RRlILL �;� �ns..a
. --�-- ---�r��G --/S�� _����_ 'r'��-0'�_���D �n_s
-. .� , ` AEFTLL __--____ E uIEs.SE
�' .' . �
' ____---- ____�__- ___--'_�-- -__ �`CY.��cB � �ZSS' ��L
.�..
------- y!_.6]
'%' � '�� R6FtLL .
-------- F
�-: :. : - �ms_.ae
_:,; -�s�€ ' -a�a�-��
;: . -------- -------- ----------
� " ----- ---- (Declmal)
-------- G 71/t,7S
RElILL �
`:" .. . 'l�Tvi�' �SYFjSP -�Z'
�' -------- -------- --------- 1N16a�1
. � ---------- Declmal �
.� RBFILL H rro=.0 �
.• . ---------- �� �sr r� iSlid=9{
... -------- --------
---------
_ � (Deelm�l)
� Ten Percent Calculation •
.�,�,� 3
;;� �-- / . �'f� - 'B'c'r' Z/.3 _ �o; o _...�_
_, �rs��t o A m� ��t M o A C �rs���M o H m� l.�t M e D
�:. :�
;�;,.:'��. .- � m� ��f o C a 0.30��_ mo •�t o n a' 0.10��U
c.�a,E � D- 3 � �
- � - �.,,.�- �t�l� .3�F � — 0,
��t��f o an� ��!w o E � S��t M o D P m� •�t.r o A �"/J'�
_ . .. �e.� ��t M o 8 � 0.10� � I��f M o D P ia 0.10..�,� ��/
E,F�G F G,H �J
_ �rs�.�M o m• ..t r o G nrs�.e r o F m� �.f�o ii
�•�
•n� ��f�o C l� O.�O� m� •�t M o H� 0.10�
' , . ' ft th� top numbor In oach �et oi boxas la larp•r than ths bottom number, twk�anothsr re�dlnQ. It
the toA numWr is squal to or emaller then bottOm numb�r,averape the 3 numbe►s for ths p�re rata.
.. �� � � U - y��� , ;�
.. � /
� .
> >
lU/lU/ZU1Z ��ll US: 'L1 NAA O1'Ly4"LS1'L4 llUUVLAS SUK��N YK1N'1' ___l�. U13
.
Appendix B-1 3
:�
Figure 8-55: Percolation Test Sheet �
� ��� 3 Q�� �xco�ox zBST sHBsr
a �� �.�..,� .� � �
Tnt hole location __ � Hole N Date test hole wo prepared: � Zy 1..�/��
Depth of hole bottom: �� tnchea DEameter of hole: � inches
Soil Data from test hole:
. C�dept�,Qi�nches �j�x�n:
.. �_ . 'J�./�C ii co or /G��/� p2.
v O /
/
L� Method of seratchin sldewail:
8 � Depth of pra aize gravel in bottoa�of hole: � Inchea
Date and hour ol iniNa!wafer fflling Depth of lnitla�l w}-ater filling: �2�� above hole boftom
Method used to malntain 1Z"of water epfh'n hole for 4 hours: /��Xvss� t1� S,.c_/)�i c�1
Percolation teet conducted by: Pereolation test atarted at�,L,(air� pm),
Maximum water depth above hole bottom during teat:_,_Q,.�_ inet�Es
qjz.�,/ l Z_
tNTERVAI WATER WATER WATER �y��j
T�M� (MINUTES) D6PTH DROP DROP CAECULATJON
(hoetlon) (d�Gmal)
;:: �ne-.os .
z� /0 � aTwRT l.l_----- � _ Z /� 1d=.13
; � /_ ' _ A
- �-�'�+ -�--- �------ --� z.: �G '!`I�iS� —b'l�ar T�B'f��
------ ----- -- <n�atn,.a� 3116a.1f
- � L � ALlJLI '� •
;
�� --��--- --(e6-t-1 - -�3� _ �ci _ �� 7y'� / � $ 1Na26
� �--�-- _�.7_5--- � �: � 5116s.71
�� ��� ner�«
ZL� Lc� -- j-- �/ �,-- zc'i_ /..s /33C ui_ae
'.� . . - --�-'�- -1-_�-- -f�=�-- 'rr�g-' -�"-�r�
�= 2./3. Rar�« -g---- '+r i� mc:.µ
- ,
;�` Z3:3 --�-- --4=�% / � Sc• — � D � s
::; ---------- --------
". z3`�c -�' �M� `'�a� � n=
;�;.... - ��lJ AlFILC - 1�� -�.�/ �� �_��� /T.�E ��t.�
j 4
' -�Cl-- -.�1 / �p�-
__' _`~__ �-ic.la�.
`.g..- , _��
'r,: SId=.6J
. REllLL ________ F
� - t,ni.,69
>:� --- �� � �a� �rr�
. --------
-------- ---------
- ----- - cDe�s,�,��
_ . RE�ILL __----_' . G y{{s.TS
' �
.:; 'TS7�'$ —D�'P �f'�'2Z'
-------- -------- 13f16:,l1
---------- ----- D. .,,.t
` weri�L H 7A:.b6
, . _
-------- -------- ----- �'i.r"�E� an r r�RZ 1i116a.94
----------
----- ta.�in..i�
Ten Percent Glculation`
A'8,C $ /, �
/3. :3_ �v � ,c,n�3, 3 �
�r ��t o — �
i �n� ��t w o A C� �rs���M o 8 rn� ��t M ow D
''' � �n� ��t a rA C x 0.10 r •� // �/
'�, . .n� o� D x O.IQ�
C'�' � � ' ' D.E.F
+ _ �_�
,�•. �r���1 A o E an� ��t M o 8 ��g��t w o p �n� ��t M o P
�� I
" m� ��f O E s' 0.10��
� . E m.11��t w o D A : 0.10�
' � /��3�/'��'
�; ,�;.�' = I. �- � 1�� F G,H
'•, �.. S��• o m • G L�r;r�f M o F H �� •�t p �
.: � �/ H
a� O.10��__ �
,iq^�: . .t.� •.t M o G m� ���r e H � O.1p�
' If th� �op number In saeh .et ot boxoe Is larQor than the bottom numb•r,take�nothp�reodJnp, Ii
ths top nurr+b�r 1�equal to or small•r thAn bottOm numDer, evorape the 3 numbaro for the pere rate.
� �.�j` .� � i .
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�-� I �I� DA-T7E TIME �
CITY OF ORONO CALLED IN ��—/'���.—
INSPECTION NOTICE SCHEDULED ��-a�-1�, �
PERMIT NO. D — D/��� COMPLETED
ADDRESS �
OWNER TELEPHON� NO. �2'�5�a`� �
CONTRACTOR ✓� s��-��r�_ � K��
�; DESCRIPTION �-�L �� ��
�
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS
� ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB � WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
Q ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
� ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
�
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0
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0
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W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
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W
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN
INSPECTOR WlLL RETURN
❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALI TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-4600
OwnerfContractor on site:
Inspector. � o
White Copyllnspector's File Canary Copy/Site Notice
I � ��� DATE TIME
� I:ITY OF ORONO CALIED W � Z- �
INSPECTION NOTICE /� , (�,�- �SCHEDULED -� (;
PERMIT NO. v�( ;I{� �vl v�-��COMPLETED _
ADDRESS ���(_�f E�' l� I 1'� I�-
OWNER TELEPHONE N0.`� « � �� � ��
CONTRACTOR �r � �� C UhS� °
� DESCRIPTION _�ct� 1� C -_S�-'T��iG
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORENVETLANDS
� ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ 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
i ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
J ❑ PLUMBING RI ❑ SE�C FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU: YES_NO
� COMMENTS:
a �I._� !�r , n(Oe � C1-� ��-���t4 f�
o �c,. -� i c; it,� � �.4'1-��-` C:�
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W
p ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑ CORRECTUNSAFECONDITIONWITHIN HOURS. �j pHOTOTAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CAIL INSPECTOR
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. �952� 249-46QQ
Owner/Contractor on site:
Inspector. ��,o"'f �.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED � '1 / I�G2'�
PERMIT NO. COMPLETED
ADDRESS �3��,�Qr l��f �%d J�l��
OWNER TELEPHONE NO. ��� 3"� �t��
CONTRACTOR �d Q �6�-N a C��7
� DESCRIPTION � . I S C�T��'���" ��'N
W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
� ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
�
O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
v ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
�
W
0.
o ` IS v �, �" � •
'' A-c�tX' �r.j �
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� � �
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W ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
� ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952� 249-460�
OwnerlContractor on site:
n ,
Inspector. � ���
.
.White Copylinspector's File Canary CopylSite Notice
CO�I / DA TIME �
CITY OF ORONO CALLED IN /� �
INSPECTION TI E y SCHEDULED �Z •//��
PERMIT NO�����/`'�'��/'COMPLETED
ADDRESS �' ����'n �-'��/
OWNER TELEPHONE NO.��� -.�3� 1�,��
CONTRACTO���� ���"�
� DESCRIPTION ��`'� C—
� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING
Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS
y ❑ FRAMING ❑ MECHANICAL FINAL
Q ❑ TREE REMOVAL
Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION
Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS
� ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT
v ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP
_ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL
� ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL
� OWNERICONTRACTOH TO MEET YOU:_YES_NO
� COMMENTS:
�
W
�
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�
0
W
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� ❑WORK SATISFACTORY:PROCEED �ROJECT COMPLETE
W ❑CORRECT WORK 8�PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN
INSPECTOR WlLL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Cail for the next inspection 24 hours in advance. (g52) 249-46��
Owner/Contractor on site:
Inspector. � /�
White Copyllnspector's File Canary Copy/Site Notice