HomeMy WebLinkAbout2003-P06672 - new septic � � �' PERMIT
CITY OF ORONO Permit Number:
2750 Kelley Parkway - PO Box 66 po66�2
Crystal Bay, Minnesota 55323 Permit Type: septi�
(952) 249-4600 Date Issued: si2iizoo3
SITE ADDRESS: 2943 Farview La
Long Lake,MN 55356
P I D: 04-117-23-34-0008
DESCRIPTION:
Proposed Use: Residential
Pernut Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate pernuts required:
NOTICES/REMARKS:
FEE SUMMARY: Pernut Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Elmer J.Peterson Company OWNER: Joseph&Kay Deckman
5921 Dague Ave SE 2943 Farview La
Delano,MN 55328 Long Lake MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN SI'RICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
�f�� /" ��°`���--�•__� ,� "�-�� `.��7�t � �
APPLICANT PERM►TEE SIGNATURE ISSUED BY SIGIQATURE
Conies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Reports, 1-Assessine, 1-Finance Page 1
ir
��C>lnC.�"7 2
CTTY OF ORONO SEP'TIC SYST'ENI PERNIIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,l�In 5�323 �
� /
JOB SITE ADDRESS �� � � '7��- ` v -'� `^' ( �-- �
Occupancy Type: Residential�_ Commercial Other
Permit Type: New or Replacement System $100.00 `i U C� . U L'
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: � e ��C._ K^'`4� Phone Number:
Mailing Address: 2y�E.3 �-f �;t� ��'� � City: Zip:
Contractor's i�lame: F �.�-�r 7. 1��'��rs�,� Cv , Phone Number: 7G,1� 7�2-�y 2v,
Mailing Address: (� S5 2( 0����c�1� S_T City:Oc/�.1 d Zip: ��3 z z�.
*** DO NOT NIAIL PAYMENT`ti'ITH 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 Minnesota Pollution Control
Agency(MPCA) 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
rou�h up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution pipinD installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components are functional and comply with codes.
5. Individual holdin��II'CAInstallers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
., �.
NOTE: 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 including the City of Orono Septic
- System Approval Cover Sheet.
� %-S .:� 2. I will be installing the following:
V 5.=�:1� ��, s�:-.f, TankSCapacities:ecijt Concret�al 2� Other ga1Manufacturer al
) g
B. Pump Station(if required)
Pump make&model (attach pump curve&
literature); system design requires gpm at feet of head.
High water alarm make& model . Outside
electrical work to be completed by installer electrician other.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions fCO ' x�7. '
Drop Boxes Sand bed dimensions ' x '
� " ��
Distribution Box Pressure Dist. Pipe Diam.�_
Manifold 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,
a�rees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Ivlinnesota,and certifies that all statements made on this application are complete,true and correct.
Signature ofApplicant � Date: � ��� � �3
MPCA License No. `d�/��
-------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval /`� Denial
_ � �Reviewer: ����'C J �,t Date• �� ( � ���
Reason for Denial:
SEPTIC SYSTEM APPROVAL
. �'� .
� �� � �0 p
O O
,� �
C ITY of ORONO
ti Municipal Offices
ti
�.�9 ¢.�,G Street Address: Mailing Address:
kEBH� 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner Joe Deckman Phone (Home) (Work)
Address 2943 Farview Lane City Orono State MN Zip
Site Evaluator Steve Schirmers State License # 627 Phone# 763-497-3566
Type of Establishment: Single Family X Multi Family
Commercial Est. Gallons Per Day 750
No. Potential Bedrooms 5 Slope: 6%
Depth of Sand: Upslope: 1 feet Downslope: 1.6 Soil Sizing Factor 0.83
Perc Rates P-1_ P-2 P-3_ P-4_ P-5_ P-6 �
Restricting Layer Depth B-1 46" B-2 38" B-3_ B-4 B-5_ B-6 _
Type of Treatment System:
Standard X Alternative Other Performance
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System •
Gravity Trenches W/ Lift Pressurized Bed System
Holding Tank W/ Alarm
Septic Tank Size # of Tanks Lift Tank Size
Pump Brand GPM 35 Head 16
Treatment System:
Minimum Square Feet with 9 inches of rock below pipe
Bed�10*62) Mound Treatment Area_
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.
NOTICE TO INSTALLFRS: Any changes to the approved plans must have prior approval of the
inspector (952-249-4600) Call for inspection 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 the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and the
following conditions: Replace mound same as old one.
Remove iron filter and water softner discharge out of septie svstem.
B �� `�`�'L''� / (.' �', i , � ��� � (j � l,...�
Y ,
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
� �� .
S-� TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763) 497-5011
State License #394
July 30, 2003
Joe Deckman
2943 Farview Lane
Orono, Henn. Co., MN
A Compliance Inspection was completed for the existing on-site sewage treatment
system located on this property due to surface discharging of septic effluent (failing)
which started in 2002. The system is a pressurized mound which was built in 1996.
Soil borings through the sand found no ponding below the rock bed. The mound was
installed properly and is not the cause of failure. The water treatment system in the
home consists of a water softner & an Iron Filter with chlorine treatment added to the
system. There were several empty gallon containers of chlorine bleach near the Iron
Filter. This amount of bleach being added and discharging into the mound will kill the
bacteria needed in the tanks &the rockbed for proper treatment to occur. The solids
witl build up faster in the tanks & the solids accumulate in the rock bed due to no
bacteria to consume the solids. There was no odor present at the discharge point
which also indicates dead bacteria. Once a system becomes toxic it remains toxic for
72 hours. By receiving chlorine bleach during each recharge of the water treatment
system, the tanks 8� mound remain toxic and no treatment will occur. Iron Filters are
also known to have large amounts of water discharge using up the daily design
capacity of the system. The Iron Filter must be removed from the mound system. The
recharge - discharge must be directed to a surFace discharge point west of the house or
into it's own drainfield system, recommend a minimum of 400sq.ft. of rock trench or
seepage bed with an overtlow discharge pipe if hydraulic overload would occur.
The pressurized mound system will need to have the rockbed and approximately 6" of
sand removed. SB#3 found the original soil at elev. 94.1 & 94.3 in SB#4 at the upslope
corner of the existing rock bed. A minimum of 12" of washed sand is required below
the rock bed using SB#4 elev. 94.3. The 10' x 62' rock bed will be placed at elev.95.3
and then replace the distribution pipe, sandy loam cap & topsoil. Removal &
replacement of the new materials must be completed with a backhoe from the upslope
side of the mound to prevent compaction.
��-�3,��--
Steven B. Schirmers
, ' "� /
S�E' TESTING� /NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Kafiydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
LOGS OF SOIL BORINGS
Joe Deckman
2943 Farview Lane
Orono, Henn. Co., MN
Borings completed on 7-15-03, with a hand bucket auger.
BORING NUMBER 1A- Elev.96.5 - MOTTLED SOIL AT 46" - no standing water
present in boring.
0 - 16" Fill soil from mound
16" - 28" Eroded dark gray loam 10YR 4/3
28" - 46" Dark brown loam 2.5Y 3/2
46" - 48" Rusty dark gray brown loam 2.5Y 4/2 - mottles 10YR 7/1, 10YR 6/8
48" - 60" Rusty olive brown loam 2.5Y 5/4 - mottles 10YR 7/1, 10YR 6/8
BORING NUMBER 2A- Elev.93.6 - MOTTLED SOIL AT 38" - no standing water
present in the boring.
0 - 28" Eroded dark brown loam 10YR 4/3
28" - 38" Dark brown loam 2.5Y 3/2
38" - 44" Rusty dark brown loam 2.5Y 4/2 - mottles 10YR 6/8
44" - 50" Rusty olive brown clay loam 2.5Y 5/4 - mottles 10YR 7/1, 10YR 6/8
BORING NUMBER 3A- Elev.96.6 - through the mound.
0 - 14" Fill soil
14" - 30" Medium sand
30" - 36" Original soil dark brown loam
BORING NUMBER 4A- Elev.96.6 - through the mound.
0 - 10" Fill soil
10" - 27" Medium sand
27" - 34" Original soil dark brown loam - muddy
/ , -I
- � .i c - �,
�- .�" I �
,, � ----
t,L�- so��
-So �.��e£ri,weo� �
� 9�.9 � ^
/.��;�, � T
�/ �-4-� / C `'�"M� ' '� �� I �
�= - ���. ,� �� ��
�a -, - . �,�Y�` /
� � �
\ �`
4�� R-qti+-Ci�+�.. � � � / �� \ A ,
/ '
,q �.,� � y \ .
1� ' -�-� I � 1� 4 � !'�Q¢�nL. �x��1�b �
J �
�� � �� , � � d T'�o�Y.a 1�-'�G'� A-LL 4}'��V`'� '��c J 1'Pl�'1� ��� G�
� �e � 'fN"� 'P�OPoS-'�'� -t'g-���f`r'1��-< r�°�AS "��-og�
� `� % �- 1��z- !��.SSTL�-�Cl 0 4-�.
� _�go'QoS�c o � � °
�����'�taT / � �
�R-�1�- 9 i.� � \
` -; �,� ,� � ,.�95.� � � , 7� � a 1
� `�-' „Y /� � � T
-I ,
�� �.�� , � ,¢�o- ;/� d . �� rn� �� `� �� ,
a�e�z �,�c S ! 1 '
h , .,_� �
,� .��,,a� /� 5s.� j
- \��� '�/ 'r� � .
,\ � - .�_ � � � � �
� � as.� i'�
; ��c,ss�N� -nLz �� ` ) ����
I L�t�� o�1-t�-f�T ✓ bq.:. � � �\ �, � �
i �a��r� � _�?° j -C�it�1'• -C��o� t�A--�t-�
,; �.
--�
j ��m�s �= � � � ��, � � ��� �� � s��--c� ��- ioo.oa
� ����
�,c�S-�i v.� _ � � ���
'CR���S �, a° 9�.0 � �
iy.,0� 'o �
� I � � � i
i ,�o Q P�rcda!ion Tes1s Scole= � ' '��
I r ;� 5, l �Soii 8orings
' � .
' ��
� � '"'� S t� ����`���;�� �B�cI: Mork
� , � � / �'i$ ,�., `�:`' ��+a�:a
'� �x�S-�,,`, `" � �`� �. Note= Th�s system �s to be construc+ed io meet
�� �,
?� `� Ncvs�c— � ��� � � r �
� the M�r,nesola Po,lu.�on Con•rd Ayenc7
'�� ' ; � �� ��� ��`� "` � Chapter 7080 & .Local Ordinanc
�% � ,� I ; ���. �. ��... ���a�tT. rKa �..��
o �.P� ,•- .
s� � n '< � �""' ,�3��'�°r= �.��`€°�N� AS NOTE�
'<, I �o O� ���, � �*'�:�a, = C �,A Check all underground utilitie
�''i it�+ , .c?�+� ��I_�.' .' e.wJo'VP?t-�i�. at RL.SUs1v�«�
� +t` T ' F,N�doMt shad ie�
\� \ � _ ccererrs.nts are ter Yfl�r trrficrrr�ration• � ,�,
� ,c� 4�; cc��';�c� wtt4� a!t �«:t'.�t�Ee u�� � zo� L��-1'�i`-f �'������-
Pft�PERTY OF�
,r�,tera,:__ '�r�- '��,nK lt��r;s ;w? ��et�lcaitY noted K'-� �"s -
,;. .,-:^1,-,t;: F'�r=.�� �'IE i .�i�i ��i�E. !iT Ail T'l1�A'"�� . ��t�l� �A'��/���,�) trR ._
�D�o t��1 la��\� . d0 .
� �a� S-P TEST/NG / C.
`�`�. oe���a ey:��-n'�. Gi,�---=-
- Co'e�2/L�/�L, PN.6i2 -497-3566 ,
� ' �
----- -- —-- �--— --I a.455.10 -.� �I
- --- - — ----�-.----,-_ _ —�—' --- -- — � � -
;�L` ��� � � �
-'�o �� ���nam. � _ '
i
� . � �
- `� � \ �,
�,��>�, � . �,�- \
, , � �
na,-K,��,. (� � '� �
,� �� � A /
�� '., � �'_,� �. . \ � _�flnG•. �1�1?1V �
�''r �,/ ' y �' ,�o��a <�-o ����-�n� ��t-� _A-Lt_ N�rv`� -��,�P��6,-�--� o�- o�
� � "f N"� "P4�Pos�? 'C�'r`t'1�►a-'� A'�AS ��-oy�-
' �`Qo��o _ aP �-A��Z- �i..i�z t-a c�Cl v 5-k.
—,���w�F�T+�T „-' .
� � ` j
� �
� ��r� '' �' \ �:
� L-.(��-l� v s T 1
�"
���eVZ �rP�_ _ o i
� �
� J�
°11.�� `'
�` . 0
� � � �
�� � �
'� � ` � �}�}
�c,�t,�� -nL� �i�-+) ` �> � �� - .
���ti o�-�v�-f � �. ���
� .
- �ees eC' �,✓^ "� ., '��T�1� �f9'�D'� ��? ?"� . -
'�Yl��b ��
c.w�vr.s�t'G� � 1 �� � '�V— /00•D�
�i(�S-�)Nv � ��
�l�u�S � �/� ` \
1�.0� �o �
� � � �
� o- I �= '-�o
, y 9 Puco!o!ion Tests Scale�
� CS�it BoruxJs
�$„''� . �,53 �Be�xx: Mork
, � � w�ott3l.•�
�x�s-n,��, �`� Note= This system is to be construcied io mezt
s Ho�s-c- the M�r.nesola Pollu!ion Con!roi Ayency
_ � � Chapter 7080 & .Local Ordinan
��
0
�s� ' •� �s$ �
- � . � , .+zotL3L.i
�� Check all underground ut.iliti
PRCPERTY OF:�t2'�- `��'�'m��!
- �.�►4t 3 �A'�v���J �1� .
' /r a�o�-s-o M�-1 1-��a�.l . d 0 .
� � ��',� S-P TEST/NG / C,
6 /
�. Designed By�,7 �
Ca:e�2/L.�/�, PN.6t2 -497-3566
* .` i ��7 ui'i.���'�.
� ,
'!'`�V '�-'S" iT i�l.''� �.:: �� 7S �L�t Kr�
,'> 1 �— —� -_ __..�.
�1',1 S S ����l���a S��-�,b '�t�}L�F-C�i�1...
I , __' �.___---- - 14� �+V tc�.s( , �. AV#-: .C�F�'�Y'+ ;�7 :.a` 7��.
1(,1 I_ 1� T �� �(�k- Q�F p � 1 I \1. K \;:"1�} t�� \�, r? �..�'
------� �'�(�'`� �o��... i W ,� t�t< ,c.� ;�.n : !���K� g f _ - � ` , ;.��� :,t�{, {, :. C.�S.Z .�
(�-i.�` P�vs I`l�t�`gv= � c.J�. t� S
t o wl i 4 f�u �4 `� �t�S�S
�5tc� u�,�t10�1 �s S ',�.'� : �.SW,Kc� a •\ 3.0 --�--- �� �- -- ;�.,�c��>� 'Sp �►4,3
-t�e oF_ o
F��.�..� 3,t,' ��.'� �'�S.
p�A�J v���l *��c.�- d"�a c.��.u c� � 1.���,�uc
�y.3 ���
� � r. - �
t � I !o'T L °J
SET- BACKS �--_ �
HOUSE System must be� �
: Tank � from property l'u�es X- ��-�'��h� ������-- W��"���—.
_ from welis �
_ from b'dgs.
� =G�,;; Treoiment orea _�frcm bkes, _� streoms
• Treatment areo .—� from properfy lines � NOTE�Power supply and switches must be locoted in a
• 1�'1A1�'�4NA���0"�' � _�from we!is�c��s "�""'s° Neather proof encbsur2 outside the pumping ch�mber and manhole
� :� e�cr F,�� ��.•�� _�f rom bid s.
•� � _ from trees '� � ;i01L BORIRG .EI.EVAIIONS
' � � J .
� , . I .
�
� —min. � - � .�db_sv � - THAIQEI..-.�.le�S
. ,
_� i •, grade�%TH. �L.-�'3,�,
Ton�c � Tonk TK:�3�EL:�l�.�o
Drop to 7ank I PRESSURE DISTRIBIJTION MOUND SYSTEM .i.h»�L_qL.
M�in. I��io 8� '�p�mp��9 � TH'S EL-
Max,l�to4� � ���P -��U�s Sla�A��oc�J Chamber EI.�VAT10V at PRO'OSED PUMPtNG
�4��10 6��dia.pipe " � � CHAYBER- "
SYSTEM DESIGN -MOUND � .
� TYPE-x, � BEOFZOOM , Averoge percolotion rate min./inch (design.83sq.ft treotment area pergal,of daily sewoge flow)
� � gal./day x.83sq.ft�qa1.�-sq.ft.of lreatment orea +I8°'C"'� sq.fi. (.= IOf�width=�¢�.ft.length of bed area*sideslope run�to 1 x_height= f�x ft.lawn•orea needed) Ac�e,
qean rock needed- �� sq.ft.treotment a�ea x ���� depth of rock= ��� a.ft=27=�_cuyds,(3/4��10 21/��da. ,inck�des 2��of rock above pipe) ��ti. S�ar-�,o �,�-1�.�-
��'-� Clean sqnd fill below rock needed��cuyds. opprox. , sondy loam bock fdl�a.yds.opprox.� topsoif 6���u.yd._'��1-')M�N�a�o.���:.ti.o°�o -fo -foeso�t,. ay . ��.��s
W�stt�o . _. •: .. .�._I�.".�005�.�1u-=._t�"..��.LN_�t,..� _
' ---_ ._. ..- -- -- - --...-_..._._.
Number of ionks required , Ist tonlc gol. ,2ndionk gal.minmims �i,1s P�mPtiNt� �-H�-1m�pE�g-- � � �
Pump�g chambe� capacity- 25% of daily sewage fbw of gal.= gal.+reserve sbroge of 15 0��1/Bl� � gal.+pipe boc�c drainoge— pROPER7Y 0�' ��� -
of gal./IOOlin:ft.of_�dia. supply. pipe, lin.ft.needed , gal.+manifo!d_gc�IJ1001iRftof_"dia.pipe,f�►.ftneeded ,�gol. �_t,,1� .�.��,y��;� L� , �
, total cqpacity needed gal.(Plus area for PumP) �s� rn,r,. gal.caP. O'Qr99�-1 c�� ��1� . 1.4�5.1�.5 . L'„D. ��
�� Distribution pipe i���da. , 1�lin.ft., ����dia. perforations����aporf
Pump s¢e hp. (pumpable capacity gal. 4cycles/day) ��E� ��O � H�1�o PQ-��s ,��5e�la�-U� �S q�]��— � ,S-P TEST/NG G:
• Nole� When conslnict�ng bed - , this area shoutd be shaped Note= Distonce trom treahnent oreo lo neighborinq wells— � Des�gned 9y� ��-'"`�U��' `�%'��` -�'�-
to diverl run-off from er�terin treotment orea.
9 � Date�.Z/�Yo;�;, Pti. 612-497-3566
✓
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NO I E SCHEDULED
PERMIT N0. �� COMPLETED ' •�; s:G c�
ADDRESS ��� 3 �'i('Y�P� Ian�
OWNER ��t ���k�-°^ CONTR. �N�'S�^ Co .
TELEPHONE NO.
� DESCRIPTION S�B t'L
� 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 OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 S PTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 OUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU: YES_NO
� COMMENTS: "�' OX� vC Q
a '� V S:, d� �-�.r�k,.
o � �c \ti�.w tl�c� r�d�r�
�. -
� fl{�. - , �1ti r
� —�( ,� o.t{� CccV� �
� -� `�
Q 1 ti a� �.�1 S � ��� -�.�r- �v �
z — ��zr5 $�,
W
�
W
�
�
d
u��iIORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
�❑C RRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTOTAKEN
INSPECTOR W{LL RETURN
❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. (952� 249-4600
OwnerlContractor on site: `��
Inspector. ����
White Copyllnspector's File Canary CopylSite Notice