HomeMy WebLinkAbout2000-P02335 - repair septic system � '
PERMIT
CITY OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number: Po233s
Crystal Bay, Minnesota 55323 Permit Type: sept��
(612) 249-4600 Date Issued: 4i�4ioo
SITE ADDRESS: Li80 French Creek Dr
WAYZATA,MN 55391
P I D: 10-117-23-32-0009
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Sub-type(s): Repair Septic System
Permit Type: Septic
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 50.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 50.50
APPLICANT: VOLKENANT INC OWNER: RUSSELL J KOPP&ABHA S KOPP
1030 CO RD 83 1380 FRENCH CREEK DR
MAPLE PLAIN, MN 55359 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 REQU[REMENTS.
O/fyt-�L•^-�
APPLI AN PERMITEE SIGNATURE ISSUED BY SIGNATURE �
Copies: City, Applicant,Assessor,Finance Page 1
� .
�iv �.�3 3s
CITY OF ORONO S�:PTIC SYSTEM PERMIT APPLICATION
BoY 66 (2750 Kelley Parkway)
Cr��stal Bay, MN 55323
,--� /
JOB STTE ADDRESS• . � �`'' , r�%��! k �j-'� �� l�.�c _
Occupancy Type: Residential �_� Commercial Other
Permit Type: New or Replacement System, $100.00
Repair Existing System, $ 50.00 �
(Tanks or Drai�field)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
�
Owner's Name: �� s � 1•� �� PhoneNumber:
l�iailing Address: ' ?6 G ✓2:�u ,4 � •�lE' ''.� City: "� -'� � 7ip: .�-5>f'/
Contractor's Name: � l� ,,,� PhoneNum r: Y={�74�-- �y �7
l�iailing Address: � L ��� (�� ,��`� 6� City: v��-� � 7ap: �'�S'3 s�
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GE�IERAL INSTRUCTIONS
l. 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.
,'
t
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
,---�
� (� l. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
/
G C,� 2. I will be installing the following:
A. Tanks: Precast Concrete Other Manufacturer
Tank Capacities: 1) gal. 2) gal. 3) gal.
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 . Inside electrical work must be completed by
electrician.
C. Treatment System:f����
✓ Trenches: .� �`L s.f. Mound
Depth of rock below pipe /� " Rock bed dimensions 'x '
� 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: ' ' ,�� �`-'�'��'����`� Date: � %7� y ����'
MPCA Certification No.: 5 i
Staff Review: A�oval Denial
� ;
Reviewer: �� �Z� Date: ��� I`�' �U
Reason for Denial:
� ' SEPTIC SYSTEM APPROVAL
��,� � �''�.,� ��
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!', �,. � };.�. ,_. �, ,: CITY o� ORO1�0
�' � ti ji Municipal Offices
���',� ,`' �,_ G'ti ''
,t �� �:� ,,' SVe�t Addrzss: M3ilin� Address:
���`�.�'�����i 2750 Kelley Par��,vay � P.O. Box 66
Orono, MN 55356 Crystai Bay, h1N 55323-0066
Owner ��1���55c� ,���?� Phone (Home) (Work)
Address i,3��� j v�r"i�r ��l'��l�4:�.. G)�:. City ��'.��2���� State �� Zip >S s t/
Site Evaluator n;�, `'�ri;�;��y�f- State License#� Phone# �11`7- /S-!7
Type of Establishment: Single Family � Multi Family
Commercial /v L _ Gazbage Disposal Yes No
No. Potential Bedrooms . -r Est. Gallons Per Day�� ��?'�l y_i�)�r/S�J
Water Meter Required: Yes_ No_ Soil Sizing Factor
Perc Rates P-1� P-2 P-3 P-4 P-5 P-6 P-7
Restricting Layer Depth B-1���" B-2 B-3 B-4 B-5 B-6
Type of Treatment System:
Standard X Experimental Alternative
Pressurized Mound System At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift j� Pressurized Bed System
Holding Tank W/Alarm '' �=r%�5+�'r J"
Septic Tank Size /� # of Tanks �-- Lift Tank Size � �`v�
Pump Brand GPM Head
Treatment System: ,r , �l�5S
Minimum h�i�i�`f�'oy r '"1��� Square Feet with 1��' �r`.``^ inches of rock below pipe
Type of covering Fabric � Other
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 INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector (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� DENIED By the City of Orono subject to existing regulations and
thefollow-ingconditions:� /,.,��� ������t �c �'�r� �i�«/ c - /rL` t�<-�T-�rrs,1'�� �ic•.�, /� V�2;N����
jC' i 1f • �i l(6G.�� 1-a 7>� ' � � L� rcC �
By: , �,� �Ct�,c/
Chrrs'Pence, On-Site Systems Manager
/�-�`
Telephone(612)249-4600 • Fax(612)249-4616
October �'.�1 1�+�?��
Re: Soi! Boreings; Pe;ccl�ation Te;ts, System L',cs�g;�
We were retained bY P.nderson Lin;iquist i !o��al builciers ) to provide criteria for the design and
installation of an nn-site se�tiane �ystFam f�,r th� �,�n�,�rt� ioc.ated at 13R0 French Creek Dr. In
' the City of Orono.
The existing syst�m is functioninr but ar� addition of a bedroom is proposed for this property,
thus the system has to be eniarged.
This design is based or� a four bedroo�7�, ype ;�re, si��g�e f�,mily "�ome��r�it� ���aximum flow of
600 galions per day. A total of 3 scii bonrn��s and ! perc'ests were done. From these tests it
was determined that a high water t:�ble exi,ts a! a depth of 60 irches below the ground surface.
The soils on this si±e ar� ,Anoka loamy Sand, 6 to 12 % Slope as identified by the Hennepin
County soil map.
The s,�stem that exists on the p�cperty is �r. elevateC trench with 2 1000 gailon septic tanks and
a 1000 galion pumo chamber. The draintie!d as listr�d by thF city is 660 square feet of trench.
At some point in time the trenc;7es v�iere char.ged accordir,g to the records that are on file. It
seem that the trenches wer� shortened on one end and lengthened on the other end. At present
we calculate that there is 242 lineal feet of 3 foot wide trench for a total of 726 square feet of
trench.
After exami�ing this site it is our rQcemmendati�n that ar�other trench may be added to the
existing drainfield because of the existence of enough ground water separation and the
a�ailable room to do so, after some �_rtilitie�:�; have beer relocated.
The drainfieid must bs� incrPasP�i ny an acl���ti�n?� 2�� ��«are f?et_ �IVe are recommending to
add to the uphiil side of the exist�ng drainfield kr, addin� another lateral. Due to limited access
we are recommending to �;se :� farge di�:r-ieter F ip�=> instead of rock A minimum of 90 lineal
feet of 10 ir�ch SB2 pi�e must ��e added to increase� !he drain`�eld to the proper size. This lateral
shall be installed uph;ll from the exis�inq lines. iAn ddditioral drop box must be installed, and the
pump line that exis>ts m�.�st bP IPnnth,on��ry .qn�J f �' th� .,P�,A„ rirnn hnx first, thPr, overflow down hili
to the existing drop box and c!r�in li.�,es
The entire area that !s `e be used to� the dr�,�if�c;d mu�:;t be protected from any traffic to prevent
any comp2ction prior to and durin�; cans_ uc?ior� �=ailura tr_: do sc, shall result in this design
becominc� U��� . b.t tha+tj,m,,� tho �;t� ;n��� n��.�c� tn 4.o toc�t�r; ��air-� pf 3!1 a!te�nate site located
and testin� dor�
Nothing other than gray�vater (�,_,unc±�y sho��vers c!,^,) hur,�an �vaste and toilet tissue shall be
disposed of into the septic systerr, �;arba:3e di�,nos<+Is are not recommended due to the
addition of more solids of a fine nature that may F�:jss t!-�rough the system. Excess amounts of
soap, cleaning aqents and chlorine ma� kili the bacteria needed to treat septic effluent.
Additives of any kind must nat be useci, they may �ause damage to the system.
It is recommended to pump and s���,vice the septic tar.ks every two to three years for maximum
life of the system
All requirements o(this design �7iiist be followeci �:i order for`he system to perform to the design
capabilities and for this design to be val�d.
. _.,
IS _eSlnn iS in �nm�lian�P Urth L•;r.al c<��1�r an�i n,�,nr�a��ta Nnliiiti�n �nntrni C;hantPf 7O$Q �S
of the date listed abo�e.
Respectful!y
� Bob Volkenant
MPCA License#56
' %,
D-36
Gravelless Pipe System `--
Gravelless pipe is a corrugated pipe used in place of gravel for a trench
system. This pipe typically has an inside diameter of 8-10 inches. .
The corrugations aze usually 1/2 inch, with 3/4-inch sepazations.
To�neet code requirements,the coirugated pipe also has to have 1/2-inch
holes in the pipe bottom. Typically,manufacturers place the holes at
4 o'clock and 8 o'clock. ('This placement is not a code requiremen�)
Gravelless pipe systems are allowable, since the rock that traditionally '
separates trenches provides litde or no treatment of the effluent prior -
to it�being d.ispersed into the soil. Any type of system that holds the
soil apart is acceptable as long as it has an established loading rate. ' ` �
The loading rate for gravelless pipe systems was developed through �
testing in Minnesota. The testing consisted of breaking systems in " '
different soils into small pieces and measuring wastewater flow into
the section and out of the section. The resulting loss of effluent was the
soil loading factor. By breaking these systems into relatively small �
pieces,the long-term loading rate was determined quickly and a good
design number has been established.
�
The loading rate for a 10-inch gravelless pipe was found to be equivalent ;
to that of a 3-foot-wide trench with 6 inches of rock below the pipe.
The 8-inch pipe (inside diameter) was equivalent to a 2-foot-wide ' � �
trench with 6 inChes of rock. These loading rates are key to the design
of the system. ' � .
Potential p►'Oblems Fine sands have been found to develop a slower ;
long-term acceptance rate,even though they have the same permeabil-
'ity and water flow characteristics as a medium sand. During field � .
reviews, this problem has been noted most often with fine sands. � �
�
One of the keys to making a gravelless system work is choosing the
proper synthetic fabric for wrapping the pipe. f
O Fabric that is too elastic will collapse against the pipe as dirt �
is put back around the pipe, not allowing sewage to move ,
around the outside.
�
O Fabric that is too stiff or too thick (or both) will not allow
movement of water out of the system. t
�
O Appropriate fabric allows sewage to flow around ' .
the corrugations so that a biomat can develop around the entire
pipe (which is why the sizing factors relate to a wider trench).
Some evidence suggests that the fabric also wicks the effluent
around the outside of the pipe, using the entire depth of the
system. This wicking will also move moisture closer to the �
surface and allow greater evapotranspiration. .-
�.
!, � �: DIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEE'T
::�� .
� ��v�w� -'. .�� / Fl.-�� ���>
� J FLOW � Estimstal Sewlge Flows in adlon�per day
:i� A. Estimated �� G L-� �I� / .S�' y� � (gp�)
�� mcasured x 1.5= �E,�{ ,,,��,�r
°' SCI'TIC TANK VOLUME o� j [I 111
� B. Dedrooms Ty� ry� ry� �y�
gallons
2 300 225 180
� SOILS(Silc evaluation data) 3 450 300 218 ��
4 600 J73 236 ��uu
C. Dcpth to restricting laycr= ' _�"� (�.t `'3J 750 43b 294 M
� D. Maxlmum depth of system C-3 ft=�_(��t 6 900 525 3�2 ��.
7 IU30 600 370 °`
; E. Percoladon rate�_MPI 8 1200 67s �08 ��,;;,,,.
F. SSF/-lo,�sq ft/gpd
I
TRINCH BOTTOM AREA Septk hnk Gp�cil(es,In�atloni
H. For trenches with 6 inches of rock below the pipe: Number o( Minimum Liquid Liquid c�p�cily wilh
A x F= i�� x��-�q (t of bottom area n��� c.p.eiey a.rbage di�.l
I. For trenches with 12 inches of rock below the pipe: z o�i�s, �so ���
A x F x 0.8= x x 0.8= sq ft of bottom area 3°`� 10� �s�
4 or 6 I S00 2230
J. For trenches with 18 inches of rock below the pipe: �,R or 9 2000 3000
AxFx0.66= x x0.66= sqftofbottomarea o""9 ......
K. For trenches with 24 inches of rock below tl�e pipe:
AxFx0.6= x x0.6= sqftoftx�ttomarca
BED BOTTOM AREA
L. For seepage beds with 6 or 12 inches of rock below the pipe;
I.SxAxF= 1.5x x = sqftofbottomarea
ROCK VOLUME IN CU FT
M. Rock depth below distribution pipe plus 0.5 foot times bottom area:
� M=Rock depth+6 lnches x Area (H,1,J,L,K)
�_+�.5 jt)x = CU (t Sotl Characlerlalicy�nd Requlred Areas
ROCK VOLUME IN CU YDS for SeN��e 71�eafinen!
� N. Volume in cu ft divided by 27
Percolaticui R�le In SQuue Oallw��
M+27=CU yC�3 +27- �ll ydS Minute� r Inch So(I'Ibxture fen per per day pn
. IZOCK WGIGHT cMRij t•u�po. .y�,R r�a
da
O. Cubic yards times 1.4 =tons
Pu�er than D.1• Couie Sand --... ....
N x 1.4 = tons x].4� tons o.i�o s s.�a o.e� i.io
0.1 Io S Fine wd•• 1.67 O.GU
6 to IS Siuxly L.orm 1.2� 0.79
DISTItIi3UTION 16��� � t.6� o.co
31 io IS Sih L,o�m 3.pp 0.30
(Check one based on slope) �h�o�o a,r tA.,,, 2.20. o.is
Bed (less than 6�o slope) s�°"'°„h��••• �,r -_ _.-
Trenches � � - �� .
Drop boxes(any slope) .
i �Distribulion box(Icvcl to slightly sloping)
TRIiNCH LENGT1i r.r.r•r•r•r•r.r"""r"r'.'^f,r, -J-
P. Select trench width= _- "� ' �•`•`•'.� ' `.'.�.�.�.'.� :
� (t � %O �/��';��f'�5 r•r r �•r.r.r•r•r r•r•r•r 2 inch Covcr
`•�•1,�• �
f•J•I.l�l�f�r:�1� :�ti't�ti
Divide bottom area by trench widlf�: (E I,I, ,or K + •'"'�'''`''" '�r�r`� r��
a' J ) r= ,f�:•f•r•f �.�:.�,:
lineal feet ,.J'f�f {r�l1ltill
:f:f:��� ti•ti•1�ti
� ��J.�+.,�_�lineal feet �•�.�.�. `�fti��r� 4 inch Pipc
r•r•r r
�'ti'ti'y' ti.ti•tirl
I.AWN A1ZEA ;f�r'`'r' f'�''•f•
, 1•l��1�1� ti�1'�'1'ti
f•r�rti��� r•r•r.f.r.f.
R. Select trench s acin = ,; :f`,�•�''• �•�•�•�•ti��•ti
p g,center to center (eCt r'r'f'rti: :;i �'r•�•r•
�'ti'�'ti•ti•ti• 1t1•�•ti•1
1'f'!'�l.!•l•!�l•r r.! r.Jr
S. Multlply tmnch s acin b lineal feet R x �f`r:•`•�•'•''�•'�t �•�•�.�
P g Y Q=sq ft of lawn area ;.,.ti:{tif;:'f•�.r.�•r.f.r.
,.�.�. �•�•�•�•ti•�•ti•ti
ti,tir:;�r.r•r.r r.r•�.f 624 inch
X = Sq (t �rtii���{�;•��l1�1f�I:l���iti ROC�DCIOW UIC Pl
� f,f. tif�fti{�'1�1•l�•ti{1
r•f1f�• r r•f•f•r,r• ..L
ti.�.ti.ti, r�`..ti.ti.�.ti.ti.1�ti
I.AYOUT(Use other side) r'''r"' •'•`���••�•r• .
�•�•�•�•ti• ti ti. r }}
`f'r'�'r': r}
1.Sclect an appropriate scale;one square� feet.
2.Show pertinent property boundaries,right-of-way,eascrnents.
3.Show location of housc,garage,driveway,and all othcr
Improvements, existing or proposed
4.Show location and layout of scwagc lrcatment systcm. � ''
5.Show location of watcr supply wcil,
' 6. Dimension all set backs and scparation distanccs.
, .
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L-14
P�RCOLATION TEST DATA S11E�T
Test hole location �`�jj(� �l1✓�,..c-�+ "�i�'.����� ,� Hole number �
� Date test hole was prepared � p - 5- -�;:> �' , Depth of hole bottom,� inches.
Diameter of hole, (o inches.
Soil data from test hole:
Depth, inches Soil texture 7��y�
l� � ���_,�/� L vw<,> ��sc � 3�z
, ��
� — .3 0 ��,��� �d,�.•; .., � 5/�
Method of scratchinq sidewall /�n���'r..=
Depth of pea-sized gravel in bottom of hole, _� inches.
Date and hour of initial water filling ' �� ,� -,�q "?•�4� f� x-�
Depth of initial water filling, ��� inches above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least
�
4 hours {�u �h;��>�`'�� �,�• 5���ro.�
Percolation test readings made by �� �;��,`'_,�.!����;f on
a.m.
� - �-�5 starting at ? - r ; .m: . Maximum water depth above hole
(date) ��__.
during test, Jz inches. .
Time Percolation
Time Interval, Measurement, Drop in water rate, Remarks
' Minutes inches level, inches minutes per
inch
; / (� � .
, D/ �L %z � • �G
`� :o / �i' r�/
� � � / . (e G
L � ��: ' �
� r_-
/ /7 r�
���1 � � `�; ���' �i �i•lo(
Percolation rate = � minutes per inch.
Lo�s of Soil Borin�s
Location or Pro ject /.�r� U f/� r�.�^ �?/ ���,v/� �2
Borings made by , 4�6 ��//l�„)�,�;.f Date /� -G -�f',�'
Classification System: AASHO ; USDA-SCS ; Unified ; other
Auger used (check two) : Hand �, or Power ; Flight _, or Bucket x : otheY
Depth, Boring number Depth, Boring number
feet Surface elevation feet Surface elevation
0 0
� � L��y1 3
1 — -------------_____/� 1 —
��3�
2 — , S�r�� ��� L��� S/� 2 —
3 — ----�, 3 —
� �_ � �
4 — �1 LLY� 4 —
����
r -S�3
5 — 5 —
6 — 6 —
7 — 7 _.
8 — 8 —
� ��
End of boring at J�� feet. End of boring at feet.
Standing water table: Standing water table:
P=resent at feet of depth, Present at feet of depth,
hours after boring. hours after boring.
Not present in boring hole 1� Not present in borinR hole
Mottled soil: Mottled soil:
Observed at j feet of depth. Observed at feet of depth.
Not present in boring hole Not present in boring hole
Observations and comments: Observations and comments:
Y
Lo�s of Soil Borin�s
Location or Project / 3 �'�� /-lla,��l /�,�o,a�l ���t
Borings made by L��!� 1��//l f�/aiz r'7'" Date /p -le -f�
Classification System: AASHO ; USDA-SCS ; Unified ; other
A�sger used (check two) : Hand �, or Power ; Flight _, or Bucket X ; other
Depth, Boring number � Depth, Borin�Z number Z-
feet Surface elevation feet Surface elevation
p , / � '�.S
o -i�- � y La�,�, o-� �o�� 3/z
1 — 3/z 1 — �--
� _ ��5� Lo�an>
,Z- �S y
2 — s�cN&� La,a�,�., s--�,� 2 — s I�� Ht �' (a y �/�/
3 — 3 — �-----__-----
3G - C��
----------_ _- � ----- � �
4 — . 4 — .S�6'"'y or�r-h
`�5- �° s,-�+r ���,� s-/3
/�5 -_-------- � 5 —'
6 — 6 —
7 — 7 —
1'11o�}f��� ��- Z S/Z
8 — g —
End of boring at s feet. End of boring at J� � `y feet.
Standing water table: Standing water table:
Rresent at feet of depth, Present at feet of depth,
hours after boring. hours after boring.
Not present in boring hole _�. Not present in borinR hole X _.
_..._.�...,_
Mottled soil: Mottled soil:
Observed at .3 feet of depth. Observed at `� feet of depth.
Not present in boring hole Not present in boring hole
Observations and comments: Observations and comments:
Ch�► �
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NO�ICE � SCHEDULED �'t—���= ' ��
PERMIT NO. C;� �� � COMPLETED
ADDRESS 13$C� `FV�ChGI'1 C��-�-� �..7Y� —
OWNER CONTR. V G��-�Y�.e`n�
TELEPHONE NO. ����" I�� �
� DESCRIPTION � /1�QQ' 4� � �IS{�N�' ��"
lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE � , 21 COMPtAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
Q
? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. pHOTO TAKEN
INSPECTOR WILL RETURN
❑ STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
[i INSPECTION REQIIIRED.CALl.TO ARRANGE ACCESS.
Call f r h ne t in pection 24 hours in advance. 249-460�
OwnerlCon ract r bn ' .
Inspector. '�� 1� R
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION I�TICE SCHEDULED "� �'-�`�
PERMIT NO. ° �1� ��� COMPLETED �Z�-� �
ADDRESS I3� ������t �-z-� �CJ�
OWNER CONTR. ��(Ke v�ur�1"f"
TELEPHONE NO. �7�I'� 5Y 7
� DESCRIPTION �h�I
�
l� 01 FOOTWG 11 MECHANICAL RI 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 O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
4Qi 09 PLUMBING RI 23 SEPTI-C FIN^AL�' 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
J
� OWNERICONTRACTOR TO MEET YOU:_YES�NO
� COMMENTS:
�
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� ❑ CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
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� ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORECOVERING PERMANENT
❑ CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR GTATION ISSUED
�:: INSPECTION REQUIRED.CAL RRANGE ACCESS.
Call or e nex inspe tion 24 hours in advance. 249-46��
OwnerlCo trac on te:
inspector
ite Copyllnspector's File Canary CopylSite Notice