HomeMy WebLinkAbout1999-012223 - demo � .� PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway - P.O. Box 66 Permit Number: �:�; ���� - _ . �`"�`.'��`�`
Crystal Bay, Minnesota 55323 Date Issued: - �W .
(612) 249-4600 _r°�`t_�: ; '
SITE ADDRESS:
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REMARKS:
FEE SUMMARY:
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CONTRACTOR: � `��_��=°� = �=a' - OWNER:
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APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
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CITY OF ORONO S�PTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkwav)
Crystal Bay, MN 55323
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JOB srrE AnnxEss: /1� � S ,���o�,�. ,��'
Occupancy Type: Residential L/ Commercial Other
Permit Type: l�'ew or Replacement System, $100.00 �
Repair Existing System, $ 50.00
(Tanks or Drainfield)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: cT��(r� �t��1,�. Phone Number: 1�7 S �C�y''�
Mailing Address: � S' City: /j/l��� 7ip: �
Contractor's Name: `! � ` PhoneNumber:_y T�/ ����'
Mailing Address: City: 7�p: �S'��
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
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 will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required
after rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present during inspections. A 24-
hour notice is required for all inspections.
� ti
NOT'E: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
� 1. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
2. I will be installing the following: ,DQ�r���h
A. Tanks: � Precast Concrete Other Manufacturer ��S-�
Tank Capacities: 1) a�� gal. 2) � gal. 3) _��'�"pgal.
B. Pump Station (if required) /✓�,��4�`S
Pump make & model �r �(� �¢C / / (attach pump curve &
literature); system design requires �_ gpm at :2CJ feet of head.
High water alarm make & model ,���,l . Outsid�
electrical work to be completed by installer electrician 1/
other Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: 7� � s.f. Mound
Depth�ock below pipe �" Rock bed dimensions 'x '
y -� t/ Drop Boxes Sand bed dimensions 'x '
Distribution Box Pressure Dist. Pipe Diam. "
Maniford Pipe Diam. "
D. Final Cover/Topsoil to be: ��borrowed 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, agrees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
SignatureofApplicant: i��,�c,t.�r.,�, � �.v-- Date: ��
MPCA Certification No.: ���
Staff Review: A �°val , Denial
f �
Reviewer: ��� Date: ��-�- ��`� _
Reason for Denial:
► �► �.,. ,
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� O� � CITY OF ORONO
� SEPTIC S�'S'f'EM APPROVAL
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O �� �
?�'`� CITY of ORO�T�
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� C�,� ``�l:•�" � MuniCipal OfFices
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� ��_4'��.d;'� �. Post Office Box 66
r� ��4'i� G c�•��y,hiinnesota 55323-0066
��kESIIO��
LOCATION: 145 Brown xd. $.
OWNER:
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: Greenhagen Eval. & Desig�EPORT DATE: August 11, 1998
The City of Orono has Approved your on-site system design as of August 17, 1998
(approved-disapproved) (date)
with the following conunents:
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must
be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain
in place until final site grading. Approval to pour footings will not be granted until the Inspections Department
has verified that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic con[ractor.
CITY OF O ONO
By
Stephen Wec n, On-site Systems Manager
TELEPI iONE-473-7357• FAX-473-0510
t ,• �
t�it�t t �!�' t;,:.� EI!4LC�ATION c� DF.S/GN 830 VIS"CA CIRCLE.
D�LnNo, MN 55328
(612)972-2110
August l I, 1998
John Winton
1314 Marquette Ave. So.
Minneapolis, MN 55403
RE: Septic System Site Plan
Dear John:
This proposed primary on-site septic system was designed for a 5 bedroom home, with an estimated
flow of 750 gallons per day. The s_ystem best suitable for this site is a conventional rock trench with 12"
of rock under the pipe. Mottled soils indicated a seasonal �vater table present at a deptl� of 4.5' in soil
boring#5. "I7ie seasonal �vater table in the other soil borings was encountered at dcpths bet�veen S.0'
and 5.5' feet below the existing ground surface. Tl�e site in which this system is proposed has an
average existin� ground slope of 8%, and percolation rates ranging from 4-5 MPI. The system will
require 260 lineal feet of trench with excavations not to exceed a depth of 18" for this site. This system
will require a 1250 and 1000 gallon pre cast septic tanks and a 1250 gallon tank to be used for a pump
tank.
An a(ternate septic site has been show and does not need to be constructed until the primary system
fails. Conditions for this site are similar to primary site but should be reevaluated at the time of
construction.
Certain precautions will need to be made to protect the area in which the above referenced septic system
is proposed. The septic area has been or will be staked of£ It is critical that the soil in these areas is not
disturbed before, during, and after construction of the system.
This system should treat the septic effluent effectively if the system is installed properly and is
maintained properly. It is recommenced that the septic tanks be pumped once every two years. This
will reduce the chance of.solids reaching the system. It is also recommended not to use excessive
amounts of clllorine, soaps, and chlorine products which can kill bacteria in the septic tanks. This
bacteria is needed to treat the septic effluent.
If you have any questions in regards to this design, I will be happy to answer them. I can be reached at
(612)972-21 10
Sincerely,
Greenhagen Evaluation
��) �,-��"`�,.'��--�--Z
Pau► Gr��cnl�agcn
Septic Site Uesi�ner
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,1 I..,in�.i����l ��� ����i n�����n�� 1
nic�.�tiured - - -r — � �;E��l ��i ���p��� ��yi���ii i�i„ ni i�i„�i�
ti�•d<<,����,�
SF.P"i'IC�fANK VOLUME _ �__ �a� :,� i��� ,.,.
I� /� �Z�U t_/ �/Of� };allcinti �+ aso acxi :in �
1Z�) (- �T 4 tdKl 175 'S(� „i���.
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SOILS (ti�tr�rvalualion data) n vcx� s�� �7� ����
7 1050 (dxl t�U „i, .
C I)��F�th tc� restrictin� layer = -- __��� _ fi���t x i aoo ���t aun
I) Maximum depth c>f system C�- 3 ft = ___./ �_S— f��c�l
�'.. J�t:XfllCe���✓� ��tfC(1�8�lOIl CBte _��"'�.__ (���� Mmimum Mmunum
Numhcr
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Hcdrooms capacm Dis�k,sa�
TRENCH BOTTOM AREA �Ra°°°`� �F'0ioi1
Fi I�c�r trenches with 6 inches af rack bela�� tlle pipe: 2 or Ic1� 750 1.�25
��--__� A x F = x = sq ft of bottom arca 3 or 4 I.(xx) I.S�x�
/ l. � f=or trenches with 12 inches of rock below the pipe_ 5 or 6 �.5�x) �.25t�
�__�� 7 ar S .(NN) 3.lKH)
A x F x 0.8 ='��x/��x 0.8 =���q ft of bottom art�a o�cr9 Sce t��� C-�� �x �_5J
1 F<�r trenches ��ith 1H inch�s �f rock belo�� the pi}�c�:
/\ x }=x 0.66 = x a 0.66 = tic� ft of h�itt<>>n ar��.3 .,����u,.,�..,�_��..�,h,�.�,,,,.,;,�,,.,-,.,,,.�,..,,..�„�.,�,,,.,,,
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}\. 1'OT fIC'IlC}leti H�Itjl 2� IIIC}lES Of I'OC�C t7elOW t�1C' pl})P,: �`���,d���.,°�. �S�ul lr�tur�'I' �,� � �;�e"--
btinu�c,r.�� .w 1 ; , � i i..y,,,.�
AxFx0.6 = x x0.6= sqftofbottomar�>a _ __""''0 ' ' � '"'
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BED BOTTOM AREA i a�����d,:,�,o r :�,a�� 5a„�i; ! ---
o_� <<,� , � 5 ob, �zu
I For Gravit��beds ��ith 6 or 12 inches of rock bc lo��� the pi�e�; o-i «,� � "� � o bo
610 15 kiandr 1��am; ]�: �. 0J9
1.5 x A x T== 1.5 x__ x = sq ft c�f bottoni arra ti,t��3o i.��,n ; ��„ � a<;u
7-- — � 37 to-0S � 5ilt L��am j ?O(1 � U50
1=��r Pressure beds with 6 or 1�inches of rock belo�� tl�e pipe; �h,��, +����,,,�„a,�, ; �_zo � o_as
f�X F' _ _ X = SC�ft Of bOttOI71 8f('3 Slu�verthan60"') Clac j -- (Q24)
__ —_ -�-- ---
ROCK VOLUME IN CU FT — -� �—
•�„��,.,<.,�.�.•�„�K.,,r�r«rr„�r��
Usr>ysteme fur rapidlv prrmublr wJ>
M. Rock depth below distribution pipe plus 0.5 foot times bottom area: ••��u�,�,,+�Fso��,�m„�r„r����,.,�«>����•,��.+
M =Rock depth+6 inches x Area (H,I,J,L�K� ����'��'��h tw lilgh�perarntaqe o(dav lur
m>ailation ut an In nwnd standatti svstem.
(�+0.5ft)x7 Z-I-�-��-�cuft
ROCK VOLUME IN CU YDS
N Volume in cu ft divided bv 27
M=27=cuVddl'�=27=�cuyds o �
6 inches= 0/o Reduction
ROCK WEIGHT Reducfion
O. Cubic yards times 1.4 = tons 12 inches=20%
r1 X 1.4 = tons_�3 x �.4 -6� tons 18'inches= 34% Reduction
24 inches= 40% Reduction
DISTRIBUTION * sizing for gravelless trench
(Check one based on slope) Bed (<6%,slope)
Trenches�Drop boxes (any slope) Distribution bc�x (< 3°4,)
SYSTEM LENGTH
t' Select width =��� ft
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-------- — —
—'-- ----- -- ------ --------- ------ ----- -----
--------
_-------------
LEGEND \ \ -_ --------
■ denotes p�op. drop box � SEP T/C S YS TEM S/TE PL A N , �
� denotes well locotion \ \ �
$ denotes perc test location � I
0 denotes soil boring location \ � � — — — — — — --- —�
( 97*8 ) denotes proposed elev. I I
97*8 denotes existing e�ev. EXIStItIC� � \ �'rowrz 1�oad
� denotes surfoce droinage \ �
Drainfield �= � — — — — — — — — — — — — — — — �
\ / � I
Area �� � �
_, ; _ ,.-�. , _ _,, _ ; . _, _ _
, . .� ,. , , _
_ __. _.
, .,
� , , eW,� � �,' . , , �r � _� �� ,
,' , �
� /� P°sed d`�� � 544 � s . � . � $u�(,�t � �
4%�-'"'I.— se�c�ondasy septic Site / P � � ►NSFEC T P € � I
NOTE:
20, Proposed house location OA � �_
� ` � / is only approximate. The AFPAOV D AS SUBMI �"� /
th4 � ° \ existing house may be � APPROVED W(TH �D � �� �
\
_ l P�oposed deep weii removed and a new home r�RECTIQN$-���p
�� o � 6 Ao I placed in its location. T�NOT APPROVED---CQRp��g REStJBty1(T
I comrrsrns ara fQr y�r{rfformatp�,q�f �
Exlstmg deep weir �.. " t '� �a,.'�o rr t;:�l cempl;ance.wii#i a'f appiicabie buildi a��i�d°n° I
'� � ° � �� �fl zaning oodo.
�� °� o"�, / I Req�:i c�nen�;rnciudir,g items not specificeAY�ed i�thia rgyi�� l �l
- ��, � V
'° ' . MCF�P?HfS P�N SET ON SITE AT ALL TIM�8 �l
�---- 95 - ,
i S \ / 50 / / I V
{ / { �
th6 � ,h �s ' / I
� l ��� � �.. � `"`� �• 1250 gal. precas� � � � ` / �
i 4% � septic tank � EX. �
� �, 89 1000 gal. precast / � 9�fOge I O
� � th3 septic tank \ /; N �
cv `,. ,�� � � I .,v
P,7m'rtcr� septic site ,:''� 12�0 gal. pump tank � — � � ' �
i` j .
f., � /� th 2 �/ I �
existng
SQO�AC IOY/A'S I
`�� �r � � existing driveway O
/ /' /- � 7g � \ Existing deep we// 1 �
i'�
� :�75�t/ond setbock �••� ' 1 EXISTII�Ci
���e,� � th1 �'� 50 HOME'(to be
�y \ rert�6ved)
-� � 1 �
a � �f.
'�� f %�App�oximote edge of wet/ond \ -- � �
��,/
/ 544 . �
i
Notes I I I
1. Avoid compaction of trench area before, during and after co�struction.
2. Verify before drilling any well, that there are no septic tanks or septic REOUES7FD BY.• I
areas within a 50 foot radius of a proposed well. (100 feet for shallow well) ��h/� Winton I
3. Verify before construction that no shallow wells are within 100 feet, or
ony deep welis within SO feet of proposed septic area. 145 S Brown Rood Property locotion/SEC 3-117-23
4. The local regulating authority may change the size and/or the location / hereby certify that this srte plan wos p�epared
of this system ta meet with local codes. by me or under my direct S�Pe��,s;o�. Greenhagen Eva/uation and Design �
� 5. Ail materials used for construction must meet or exceed M.P.C.A. �"� � •� 830 Vista Circle '
I X f-�-7 �� Delono, MN 55328 �
2 � �� 612 972-2170 '
6. Divert surface droinoge away from sepiic system. i-- -------- ----- - ------- I � � ;
Paul V. Greenhagen D.R.Y. ----- -----------_------- -----------__;
7. Insulate oll pipe with less than 3.5' cover. Certi/rcation No. 1610 �
Scale: 1"= 40 feet
S. All quantities given on this plan ore approximate. M. P. C. A. License � 283
— Drawn by BCM Dote: 8��2�98 Job No: g8032 I
�
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� June 10, 1999
STATE LIC��tSED SEPTIC CO�I'�RAGTOR� SYOR�I:�TG L�t 'I�� CITY OF ORONO
Clover Hill Company, Inc. � � � � In�Ieside En�ineerina� � � �
P.O. Box 354 �. - � ' 49'?0 Hi�hway 55 . � �
L,oretto, bL�i 553�7 Lore�o, MN 55357 . -
723-7155 479-1869
Dv�n Con7actin� Co, Inc. � Ko�rade Sewer & Water
P.O. Box 169 120�9 Whitetail Lane
Iv'ew l�i�*ket, Ni�iI 550�4 Ha.aover, 2vLK 55341
461-2100 498-8702
dh Excavati.n� . � Ko�Ia Excavatin?
210 NE lst St., P.O. Box 81 14�76 Cou�.ty Road 35 W .
Norwood Young America, MN 55397 Co!taco, IV�I 55321
467-3439 � (320)286-2377
DKH Excavati.n�, Inc.** � Pacnede Brothers
7700 HiJhway I01 232Q0 109th Avenue Norch
Sh.zkope�, Ni�i I 55379 . Ro�ers, NI�i t 55374 . .
��-8�^0 . 428-7393 . .
r
ELrier J. Peterson Company*�` Sullivan's Services, Inc.**
. �921 Da?ue Avenue Southeast 3660 Highway 101 Soutlz
Delano, M�t 55328 �Iayzata, NLN 55391
t:.�
972-2420 473-z300
Fyle's Excavati.n� & Honey Wa?on** Swedlund Sep[ic**
9697 H3rdin� Avenue Northeast 9�20 I.a-ketown Road
MonL_etlo, �f�il 55362 Chass�., MN 55318
29�-2�11 �2-�555
Hayes Excavatin� • Vol'_�enant & Sons, Inc.** .
� 263 82nd Street Southeast 1030 County Road 83 .
I�iontrase, I�iN 5�363 � � Maple Plain, MN 55359
479-1762 479-154� . .
Independent Septic Systems, Inc. **St�ce Licensed Septic Pumpers
25» County Road 90 _
tilaple Plain, bi�1 55359
479-3364
- June 10, 1999
� LICF��iSED SITE EVALUATORS �OR�C:�G LY T� �IfiY OF ORONO � � �
dh Excava�� � S-P Testin„ Inc. � � �
210 NE lst St., P.O. Box 81 951 Katydid Lane Northeast
- Norwood Youno America, 11�I�it 55397� St. 1�iichael, MN 5�376
467-3439 - 497-3566
InQleside EnJineerin� Swedlund Septic
49'LO Hi�hway 5� 9520 I�kecown Road
L,oretta, MN 5�357 Chaska, �fiY 55318
479-1869 ' 442-5855 �
Oro Associates, Inc. Volkenant & Sons, I�.
9 West Division Street 1030 County Road 83
Bufr"a1o, MN 55313 I1�Saple Plain, MN 5�3�9
682-4727 or 477-4339 (Metro) . . 479-1547
Rusty's Percolation Testing
11481 Riverview Road Northeast . � .
Hanover, l�i T 55341 r � � .
498-8779 .
�.. .
X:\?..D?S1R?Fr'LtiEd\Vr'rDdCS1FORliSSEpTIC.CON . ' ' �
SEPTIC SYSTEII I�i'FORIL�TIO\ SHEET
`VHAT IS I�1 IvIY BACKYARD AI�tD HOW DOES IT �VORK�
`lost house� built in Orono after 1960 where city ser.ver is not available utilize two septic
tanks, one or more distribution boxes and a number of drainfield trenches. In the septic tanks, hea�y
se�va�e solids will settle to the bottom and be decomposed by anaerobic (oxygen-free) bacteria
action. Floatin� solids such as grease, fat and soap scum will be retained inside the tank by bafrles
at the inlet and outlet. This ensures that the effluent enterin� the drainfield is relatively fre� of
solids, �vhich tend to clo� or plu� up clay soils.
I�rumerous houses built after 197� utilize mound drainfields. These systems function on the
same principles as trench drainfields except that the trench bed is installed above the ori�inal�round
usin� washed sand to provide the required separation to the seasonally hi�h water table and allo�v
the system to function properly. All septic systems require a th.ree foot separation distance to the
seasonally high watertable.
II �L—� _ TRENCH SYSTEM —
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HO�V CAN I l�L��:E NIY SEPTIC S�'STEi�I LAST LO�'GER?
1. Do not use your toilet or kitchen sinic as a�arbage can. Undijested foods and ci�arette butts
w�ill not decompose in the septic tanks. The use of garba�e disposals are not reconunended
for this reason.
2. Do not drive on or around the drainfield area. This will cause compaction of the system. The
septic system ���ill not absorb all the water it �vas desi�ned to and could cause early failure.
3. Have}•our septic tanl:s pumped at least once every three years (once every two years if you
use a garba�e disposal� This �vill probably cost you about 5200.00. vlinnesota State La�v
now requires that all septic tanks must be pumped through the manhole covers. If the
contractor pumps through the �vhite inspection pipe, all he is removin� is the liquids. This
method �s•ill not effectivelv remove the solids. The tanks should be opened in order to stir
the contents to break up the slud�e and scum layers. The baffles can also be cleaned,
examined and repaired (if necessary) at this time. -
DATE TIME
CITY OF ORONO CALLED IN /�a 7�'O �s
INSPECTION NpTICE SCHEDULED /-�7- d ° ,� a
PERMIT NO. /�-��-��� COMPLETED
ADDRESS ��5 �./1�-�1:�- /�� ��z��� —
OWNER � ��'� �--ti�� CONTR. „���2�
TELEPHONENO. �{ 7.�- / �(p�`
� DESCRIPTION �1'l�t t5'
ty� 01 FOOTING 11 MECHANICAL I 18 EXCAV/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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPT��_MAINT. 21 COMPLAINT
� 07 DEMO-FINAL � 15 SEPTIC INSTALL,� 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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a �W WORK SATISFACTORY:PROCEED - PROJECT COMPLETE
� ❑ CORRECT WORK&PROCEED ' ISSUE CERTIFICATE OF OCCUPANCY
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O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN
INSPECTOR WILL RETURN
C STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED
C INSPECTION REQUIRED.CALLTO RANGE ACCESS.
Call fo'r�,tF�e next ins ction 24 hours in advance. Z49-4600
OwnerlCo tra� or an si ".
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Inspecto ��''�
White Copyllnspector's File Canary CopylSite Notice
����� TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED �- .�ioa �:.30
PERMIT NO. � connP�ErEo
ADDRESS ' �• �`
OWNER CONTR.
TELEPHONE NO. "T" 7� ' / J"�i
� DESCRIPTION �1J
� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL.' 22 FOLLOW-UP
� 09 PLUMBING RI 3 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNER/CONTRACTOR TO MEET YOU:_YES_NO
Z
� COMMENTS:
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d �ORK SATISFACTORY:PROCEED �OJECT COMPLETE
� �CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN
INSPECTOR WILL REfURN
❑ STOP ORDER POSTED.CALL INSPECTOR f CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call f next s ection 24 hours in advance. 249-46�0
�
OwnerlCon act on si
Inspector.
White Copyllnspector's File Canary CopylSite Notice
CERTIFICATE OF INSPECTION ACCORDING TO MPCA 7080
Orono Building &Zoning Department
2750 Kelley Parkway
P.O. Box 66
Crystal Bay, Mn 55323
This certificate lias been issued this 17`h day of Ma� 2000 ,
to certify compliance with provisions of the Orono Municipal Code and Minnesota Rtiles Chapter 7080 regulating installation of
individual sewage treatment systems.
Owner .iohn Winton
Site Address 145 Brown Rd S Long Lake MN 55356
P.I.D. 03-117-23-21-0007
Installer In�;cl5idc Cn �in�ccrinE;
Designer Greenha en Evaluation & Desi n
`/
.
Permit No. 12223 ��'U
Compliance Officer