HomeMy WebLinkAbout2007-P10878 - new septic - � PERMIT
CITY OF ORONO permit Number:
2750 Kelley Parkway- PO Box 66 P10878
Crystal Bay, Minnesota 55323 Permit Type:
(952) 249-4600 Sepric
Date Issued: 4/24/2007
SITE ADDRESS: 1480 Sixth Ave N Unit#
Long Lake,MN 55356
PID: 26-118-23-32-0008
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Se tic Permit Sub-type(s): New Septic System
Permit Type: p
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Elmer Peterson OWNER: Robert&Sally Hauser
5921 Dague Ave SE 1480 Sixth Ave N
Delano,MN Long Lake MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
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PLICANT PERMITEE SIGNATURE UED BY SIGNATURE
Copies: ]-File(Signatures Required), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1
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CITY OF ORONO SEP'TIC SYS'�`ENI PE�ZN�T APPLICATION
Bos 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB STTE ADDRESS ' � �U G a v ti �'t'}/ 1� �. l0
Occupancy Type: Residenti�l� Commei•ci�l Other
Pei•mit Type: Ne�v or Replacement System �100.00 `�/pp. SO
Repair Esisting System � 50.00
(T�nlcs or Drainfield)
�0.50 State surcharge �dded to above fees
* See fee schedule for non-residential permit fees
O�vnee•'s Name: 5A 1 t � 1-} L►v 5 Q_� Phone Numbec•: C(5�-�'�76 - $�
Nlailing Address: i �l$O C."r`{ u� City: /�/�lV Zip: S'!S 3 S�
J,�✓ContractoY's Name: [-r t✓kL�f ��'}�Sa GO.�• Phone Nurnbei: �__�_�-�{�a?�I�C�
1Vlailing Address: ���a � ��9u� AJC S�= City: �C l�i�o Zip: �{'] (-- �l �"J
*** DO NO1 �IAII., PA�iVIEI+t"T �Z'I'Ti� 'i'�S r��L���'I'I�'�� .""�
G�NE�AL Ti�1STRUCTIONS
1. Applications for septic system pernnits may be mailed or s .b:- �ed in person at the City
Offices; however, permits will not be mailed out. The permit i� t be picked up in person
at the City Offices and work must not begin unless the permit card is on the job site.
2. Permits �vill be issued only to contractors holding a Minnesota Pollution Control
A�ency(1Vg'CA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system desiQn. Desian reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet si�ned by the City Inspector.
4. The following inspections will be required for all septic systems.
A. Pre-installation site inspection to include inspector, installer, and �eneral contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to coverina. For mounds, inspection is required after
rou�h up but prior to sand placement (sand �vi11 be jar tested for silt content), and a�ain
durina pressure distribution pipin� installation in the rock bed.
�. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required j components are iunctionai and cuz�ipl_v ti�'1LL1 CGdGS.
�. Individual holdin;�.�CATnstallers Licen�e shall be present durina all inspections. :°�?=�-�aay^•
�30tfl�C� flS 9'QC�i11d'QC� fo�� a93 e�spectio�as.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
/ v� 1. I have received a copy of the system desi�n including the City of Orono Septic
System Approval Cover Sheet.
2. I will be installin�the follo�vina: p �
A. Tanks: �Precast Concrete Other Manufacturer f �`��s�-SYS � �
Tank Capacities: 1) /3�� gal. 2) ' �o gal 3) I Sc�G jal
B. Pu Station (if required)
Pump & model (attach p curve �c
literature); sy desijn requires gpm at feet of head.
High water alarm m & model . Outside
electrical work to be comp by ins r electrician other.
C. Treatment System:
; '� , Trenches: s.f. l�Iaund
Depth of rock be pipe " Rock be �mensions x
Dr oxes Sand bed dim sions ' x '
istribution Box Pressure Dist. Pipe �am. "
Manifold Pipe Diam. "
D. Final Cover/Topsoil to be: borro�ved from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit,
a�rees to do all �vork in strict accordance with ordinances of the City and the re�ulations of the State
of 1Vlinnesota,and certifies that all statements made on this application are complete,true and correct.
Signature ofApplicant
����� Date: `� � 2y � � �
� � � ��t� S G�� e�
iVIPCA�,icense No.
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St�af'�'�e��e�a�: �p��-ov�9 �en���
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t}RONO��
Rusty Olson's--Soil and Percolatiox� Testing
Joseph J. Olsan--MICA License#810
11481 Riverview Rd. NE, Hanover, MN 55341
(763) 498-8779 Fax (763) 498-8290
December 18,2005
Sally Hauser ORONO COPY
1480 County Road#6
Orono,F{ennepin County
Phone 952-476-8000
This on-site Sewage T'reaUnent System is designed for a Type 1,four bedrewm home in accordance with the Minnesota
Pollution Controi Agency Chapter 7080 and local ordinances.
The seasonally saturated soils were located at.5".(Mottled soil). Due to excavated and setisonally satwated soils an
OTHER pressurized Mound System will need to be installed to treat septic ef�luent. The tbttom of the Veatment area
must be Iceated ai least 3'above the saturated soils.
This designer could not find an area on this lot that has not been excavated or filled. It appc:ars thai ihe soil may have
been used to build County Road#6 � �
This system is designed as an other system.Therefore this designer will nol:guarantee the performance of this system.
r
Chapter 7080.0178 Subp.3.Compliance.Systems designed and constructect under this part sha11 be considered in
compliance if they meet the conditions of the approved monitoring plan.The monitoring plan is to be set by the LUG.
A water meter must be installed in the house.
The home owner wants the installer to bid the supply line two ways.By digging and by directional boring.
The soils at a depth of 12"have a percolation rate averaging 5 MPI.
All neighboring wells are located greater than 100'away from proposed treatment area
A pumping chamber will need to be ins[a(led to lift the ef�luent to the treaUnent area. 7'he power supply and switches
must be located outside the manhole and pumping chamber in a weatherproof enclosure. A waming device must be
installed with light and sound devices;this is in case of a pump failure.
7'he manifold and supply line must have back drainage to the pumping chamber. "I'he distribution pipes shall have their
ends capped E3e sure the rock and sand fill materials are clean. 7�he sod layer below the entire mounded area must be
turned over,just break up the sod and be sure not to over work.
Keep all heavv equipment off of the aroposed treatment areas before durinP and after construction. The area
around both sites must be fenced off bv the contractor before anv construction beeins This Desien is not valid
and t6e Svstem will need to be relocated if failure to protect the areas nr�osed for On-Site Sewaae Treatmeot
occurs.
�ITY OF ORONO►
ORONO COPY Page� 'SEPTIC PF MI �wi��xC���
INSPEG�'tJR
DAT -? - BERMITNQ.�
���� APi'ROYEA A3 SG��[tT'f�Q
L ;1�� � �RA[tO1�DWI1'HCOR�CT[t�4�AB�R'�
� ���.� � 1dOT APPROVE4CORREGT It ft&'�UBAd�'�'
������ '�'heso canaeeats I�t�e fa Yopr iwPorg►atioa Ati xah s�a b�s
�/alt aumPlisnce with rll app{ieabla septlo and mning cudf.
itaquhementc I�cludtng Nams not specif�crlly bwal Gt tlds oa+dew
#G�61''FH16.A�AAT�BT OK Si7'BAT AbL TIMFs�I
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Page 2
With proper installation and maintenance,this system should have no problem in treating;�eptic efi7uent effectively.
Nothing other then gray water,(laundry,showers,etc.) Human water and toilet tissue shouid be disposed of into the
septic tanks. Garbage disposafs are not recommended. Additives must not be used;they may cause harmful damage to
your septic system. It is recommended that you pump the tank every year for l tank every two years for two tanks.
S�ncerely, __--
/�
Joseph J.Olson
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Tw�wtr�vT
PreoswwM "
Universi of Minnesota Mound Design Worksheet
Groatarthan 1X Slopes
a �ow
Esti�ed 600 9Pd(see figu�e A-1)
or measured x 1.5(safety factor)_ � 9Pd
B. SEPTIC TANK LIQUID VOLUMES
��k�ty 225p gallais(see figvre G1)
Nurtiber d tanksloanpartrnents 0
Etfluent Filter (yesino) YeS
�1 Tank Ca�pacity in Gallons
Nurtiber of Minimum Capacity with Capacity wiN
8edrooms Capacity Garb.Disp. Oisp.and Lift
2 or less 1125 . �.
3 or 4 �' 1500
5 or 6 160� 2250 ��
7,8 or 9 2000 3000
C. SOILB(S�e eveluation deta)
1. Depth to restric�ing layer= 0.5 feet
2. Deplh d perooladon tests= 12 ir�
3. Te�xe bam
4. SoN loa�ng rate(see tigure D-33) 0.60 9P��
Peroolatlon rate 5 MPI
5. %L.and Sbpe 3.0 96
D. ROCK LAYER DIMENSIONS
1. M�lipiy average design flow(A)by 0.83 to obtain required area of rodc layer:Item A x 0.83=
600 gpd x 0.83 ft/gpd= 5(l0 _ft�
2. Deterrtdne rodc layer width =0.83 ft`/gpd x lir�ear Loading Rate(LLR)(see LLR chart
0.83 ftZ/gpd x 12.00 = 10.0 ft
LLR Chart
Pe�lc Rate LLR
<120 MPI <=12
>=120 MPI <�
3. Length of rock layer=area divided by width=
500.0 ft! 10.0 feet= 50.0 ft
E. ROCK VOLUME
1. Multiply rodc area by rock depth to get cubic feet of rock
500.0 X 1.0 ft= 500A ft3
2. Divide ft3 by 27 ft3lyd'to get cubic ya�ds
500.0 ft3 ! 27 = 18.5 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
18.5 yd3 X 1.4 ton/yd3 = 25.9 tons
Page 1 of 5
F. A880RFTION WIDTH Absorpffon�io: ��
1. Absorption width equals absorption ratio times rodc layer width
2.00 x 10.0 ft = �.0 _h
G. MOUND SLOPE WIDTH b IENGTH(Grea�tlan 1X)
1. poMmsiupe absorp6ai wi�th=absorption width minus rodc layer width
20.0 feet - 10.0 feet= 10.0 _ft
2. Ca�ulate mound size
UPSLOPE
a.Depth of c�ean sand at upslope edge�rodc layer=3 feet minus dist�►oe to restriding lay�(C1)
3.0 ft - 0.5 ft= 2.5 _ft
b.Maxid height at tl�e upslope edge of rock lay�=depth of dean sand for sep�aUon(G2a)
at upslope edge plus depcn of rodc�ayer(1 faa�to depth of cover(�fooc)
2.5 ft+1ft+1 ft= 4.5 ft
c.Upslope bem►mulGplier based on land siope(see flgure D-34) ,
Seleded berm multipli�: 3.03 896 uPslope
d.Upsbpe width=berm multiplier(G2c)tirt�es upslope mound height(G�):
3.03 x 4.5 ft = 14.0 ft
DOWNSLOPE
e.Drop�elew�ion=rodc lay�widfh(D2)times pert:ent landslope(C5)I 100
10.0 ft x 3.0 96 l 100= 0.3 ft
f.Dawnslape mound height=d�th of deam sand for slope diFference(G2e)
at do�wr�stope roc�c edge plus the mound height at the uPslope edge of rodc layer(�)
0.3 ft + 4.5 ft= 4.8 it
g.Downslope be�m multiplier based on percent land sbpe(see Figure a34
Se(ecxed berm multipier 4.5t
h.DaNmslope width=downslope muftiplier(G2g)Gmes downslope rnound height(G2f)
4.54 x 4.8 = 21.8 ft
i.Seled greater of Gt and G2h as the downslope width 22.0 ft
j.Total mound width is the sum of upslope(G2d)width plus rock layer widlh(D2)plus doNmslope width(G2i;
14.0 ft+ 10.0 ft+ 22,0 ft= 46.0 ft
k.Tot�mound length is the sum�upsbpe width(G2d)plus rock layer length(03)plus upslope width(G2d1
14.0 ft + 50.0 it+ 14.0 ft= 78.0 ft
Final Dimensions slope>1% 46.0 ft x 78.0 ft
1 hereby�ity that all work has been campleted in accordance with all applicable ordinances,rules&laws.
� (signature) 81U(license#) ��� L-t(date)
Page 2 of 5
4"inspe�on P�S
0 0 0 12"topsoit
2.5
insl gnde
Restrictive layer 0.5
14.0 10.0 �•0
� - -
32.0
�� .
Mou�d Detail: Land slope> 1�0.
�a.o
u���:
......__............_.._..�._..._............_....._ .._..�.._...._...._....�..�....._...._.....�...........__.�....__...�..._..._�..w_�,
; �
�a. i w�a,: �o.o �4.0
Tatal Length: 50.0
YYldth:
46.0
_
Downslope berm: Downs�ope absorption widlh:
72.0 10.0
Totsl Isngth: 78.0
Nobs:
Oive�t surfaoe w�er away from rtaund.
Page 5 of 5
University of Minnesota Pressure Distribution System Design -10/25/04
a oaroa�ecarwbs,�w.,r ce��,ea,a��ssr�►ce ceran�ea.
oN....
s■w..s
1. Selecx number of perforated laterals: �3� '��'�"""
Z. SeleCt peAofaqon spacing= �3_]ft
<:...,�.k...,....
3. Since perforatlons should not be piaoed Goser fhat 1 foot to - _ _ _.--
per �•-
t•h�e edge of fhe rock Iayer(see diagram),subtrad 2 feet from �-��""_�...•,"..�_-"-=�"'•-�� ._.
I v..r...k
u���� 14rt tidnK�/��•-1/+'
50 -2 ft= 48 fl ���!�"'�Mt�4•_S•
4. Detertnine the number of spaces between perforations.
Divide�e bngth(3)by perforation spaang(2)and round down to nearest whole number.
PeAoration spaang= 48 ft/ 3 ft= 16
5. Select perforation size 1/4 inch
6. Number of perforations is equal to one plus the number of pe�toration spaces(4).
•C�/igure E--4 to assu�e tl�e numberofperfona6ions perletersl guaiantees
<t0%dische�e varis6on.
16 spaoes+1 = 17 perforationsAateral
E�4 um Number of 1l4 iach -5 um umbst of 3/16 inc
��p <10SG disc vsryqon lalsral to <10X discha varlatfon
pe�pp� Pe
spacirq Pipe nien►arer spacinp Pipe viamerer
R 1 k�ch 1.25 inch 1.5 inch 2.0 inch feet 1 inch 1.25 inch 1.5 inch 2.0 inch
2.5 8 14 18 28 2.5 1 19 25 39
3A $ 13 - 17 �8 3 13 18 Z4 37
3.3 7 12 16 25 3.3 10 17 23 36
�4.Q : 7 11 13 23 4 :10 18 21 $3
5.0 6 10 14 22 5 9 15 2�) 31
7. A.Total number of perforations=perforations per lateral(5)times number of laterals(1).
1 T parfs/lat x 3 laterals= 51 perforotions
B.Calalate the aquare footage per perf�ion.
Reoonwnsnd�ed value is 6-10 sqft/perL Does not appy to at�►ades.
t. Rodc bed aroa=rodc width(R)x roc;k length(ft)
10 ft x 50 ft= 500 R�
2. usre per perforation=Rodc 8ed Arealoumber of perfs(6)
500.0 tl� / 51 perfs = 9.8 ft/perf
8. DeUertnine required fbw rate by muldplying the total number
of perforations(6A)by flow per perforatans aee figure E�)
51 perts x 0.74 gpm/perfs= 37.7 gpm
E-a ratlon Dbc In tiPM
Flead Per�orations dismeter
feet ind�es
3/16 7/32 1/4
1 0.42 0.56 U.74
�° o.ss o.so �.a
5 0.94 1.26 1.65
a use t.o foa r«dnpsra�ray nomes.
0.Use 2.0 teat tor Nae .
. '�/ .
9. Detertnins Minimum Pipe Size ' ,
A. Msnifold on End. It laterals are connected to header pipe
as shown in Figure E-1,to selec3 minanum required lateral Fq�wE-1:NOYbldloeal�OarEnOafMMn
diameter,enter figure E-d or E-5 with perforation spaang and
number of peAorations per lateral.Select minimum diameter
for peAorated laterals= 2.0 inches
B. Ce�rte�M�nifold. If perforated lateral syst�n is aUached to w�FxM��� •
manifold ~ `N`a�`�'"`"� ,
ppe near the center,like Figure E-2,perforated lateral length(3)
and number of peAorations per lateral(5)will be approximately - '
one half M that in step A. Using these valu�,selec:t -
minimum diart�ter for perforated lateral= 1.5 inches • Z_
f hereby ' that I have completed this woAc in acoordance with atl applicable ordinanoes,rules and laws.
/ -_.
(signature) 810 (license#) 12/18l05 (date)
c'�
University of Minnesota Pump Sele�tion Procedure - 10125104
Ail boxed rectangles must be�tefed,tlre rest will be cakxilated. �
Oas�,�
saMu►oe
1. D�rmina pump capacit�►: �rw�P��
A. Gravity Di�Uibutlon
1.Minimum required discha�ge is 10 gpm
2.Maximum su�sted discharge is 45 gpm
For otl�establishments at least 10%greater than the water
supply rate,but no faster lhan the rate at which effluent will flow
out of the distribution device.
B. Pressure Distribution-see re n worksheet So��r�@ar�-e�•+svst�
P� �� &p nt of discharye
P aP��Y� C� totol F:pe T
Seleded Pum C � 9Pm sengrr �
..�..�. 2A,elevotion'
iniet di(ferencel
2. DeNrmine Total Dynamic Head(TDH) p oe `` ,
� ;;f�� ^
A. Eleva6on d�fererwe between pump and point of disc;harge. �' {
f:i� E��.- - - - - -- --...-----.1.._..
(u��t i��' .�.��»�:t,�
�---�--�
g, Special head requirement?(See Figure-Special Head Requirements)
C5��t ' Head Re uireme�ts
�,�as,��, o�
C. Fric�on bss in supply pipe Pressure Distribution 5ft
1. Se�t pipe diameter �in
2. En�Figure E-9 with�m(1A or B)�d pipe diametPr(C1 j
Re�d iridia�los.s in feet 100 feet irom Figure E-9 E-9 Fric�n Lass in Plsadc Pipe
Fric�on bss= 2.64 ft/100 R of pipe 400 R
nominal
3.Debrtnine b�p�e lengfh from pump discharge to sal syste�n discharge point. Flow Rate ' diameter
Es6ma�by adding 25 peroent b ppe length for fric�ion bss in fittings. 1.5' 2.0" 3"
�hm�1.25=equiwdlent pipe length 2� • : �;-: O,T3 0.11
ft x 1.25= 382.5 feet 25 3 73 1.11 0.16
30 5.2,3 1.55 0.23
4.Cakxrlate b�tal iriction bss by multi'pllying fiiction loss(C2) 35 6.96 2.06 0.3
by the equivalent pipe length(C3)and divide by 100. 40 8.91 2.64 0.39
Friction Loss= 2.64 ft/100R X 382.5 ft I 100= 10.1 feet 45 11.07 3.28 0.48
50 13A6 3.99 0.56
D. Tofal head requirement is the sum of elevation difference(A),speaal 55 4.76 0.7
head requirements(B),and total fric6on loss(C4). 60 5.6 0.82
36 ft + 5 ft + 11.0 ft 65 6.48 0.95
7U 7.44 1.09
Total Head: 52.0 feet
3. Pump Selection
1.A pump must be selected to deliver at least 38 gpm(1A or B)
with at least 52.0 feet of total head(2D).
I hereby oe�tify that I have oanpleted this work in a000rdanoe with�I applic�le ordinances,rules and laws.
f� (signature) 810 (license#) ,:}��� � 5 {date)
Page 1 of 1
Loas of Soit Borins�s
License�810
�ocation o�Project: 1480 County Road#6
Bo�ings made by: Rusty Oison's Soil and Perc testing 12H2/2005
Classification System: AASHO ; USDS-USDS,SCS X ; Unified ; Other
Auger used(check two): Hand_X�or Power_, Fiight,Bucket or Probe_X_
Boring Number 1_Surfaoe elevation_117.6_ Mottled Soil at .5`feet
0"�" Dark brown loam 10yr3/1 H20 present at_X�inches
6"-12"Rusty brown bam 10yr4/4 "
12"-20"Rusty brown loam 10yr5/4
20"-30"Rusty brown loam 10yr6/4
Boring Number_2_Surtace e�vation_117.6_ Mott4ed Soil at .6_ feet
0-8"Darlc brown loam 10yr3/1 H20 present at X inches
8"-30"Rusty brovm loam 10yr4/4
Boring Number_3,_Surf�oe Elevafion_117.2_ Motd�d Soii at,_5,_feet
0�"Dark brown loam 10y�3/1 H20 present at X_
6"-30"Rusty brown loam 10yr6/4
Percolation Test Data Sheet
�ic.#810
Percolation test readings made by: Rusry Olson's Perc. starting at 10:15 A.M. On 12/13/05
Location: 1480 County Road#6
Hole number. 1
Date hole was prepa�ed:12/12/05
Depth of hole bottom_12"_inches, Diameter of hole,_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
p.g�� Dark brown loam 10yr3N
6"-12" Rusty brown Losm 10yr4/4
Method of scratching side wall: Knife
Dep�of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 12/12/05 At 12:30 P.M. depth of initial water filting 12 inches
above hole bottom.
Method used to maintain ai least 12 inches of wate�depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time ime Depth Drop in H2 Perc Rate
10:26 10:41 6" 2.7 5.5
10:44 10:59 6" 2.6 5.7
11:00 11:15 6" 2.6 5.7
AVERAGE PERC. RATE 5.6 MPI
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusry Olson's Perc. starting at 10:15 A.M. On 12/13l05
Location: 1480 County Road#6
Hole number: 2
Date hole was prepared:12/12/05
Depth of hole bottom_12"_inches, Diameter of hole 6"_inches.
Soii data from test hole:
Depth, inches Soil textu�e
0-8" Dark brown loam 10yr3/1
8"-12" Rusty brown Loam 10yr4/4
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 12/12/05 At 12:30 P.M. depth of initial water filting 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hour•s Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
ime Time th Drop in H2 Perc Rate
10:27 10:42 6" 3.5 4.2
10:43 10:58 6" 3.3 4.5
11:01 11:16 6" 3.2 4.6
AVERA E PERC. RATE 4.4 MPI
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�` DATE pT�'I�M�E,q�� �
CITY OF ORONO CALLED IN c�.Zl —�l �
INSPECTION N �C�78 SCHEDULED �L q .�/�i'✓1
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� 01 FOOTING 11 Iv1ECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMINC, 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 03 INSULATION 24/25 WOOD BURNER/FIREPIACE 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
v 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
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN
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❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the ne t inspection 2a hours in advance. (952� 249-46��
Owner/Co ac te:
Inspector.
White Copyllnspector's File Canary CopylSite Notice
�� r,'��,/� DA � TIME "
CIN OF ORONO w CALLED IN �
INSPECTION TIC SCHEDULED - ��
PERMIT NO. � COMPLETED
ADDRESS � � •
OWNER CONTR.
TELEPHONE NO. ��a' a� �— 7�D /
� DESCRIPTION ���"`� ''' C--
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAI 19 LAKESHORE/WETLANDS
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O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC IN L. 22 FOLLOW-UP
i09 PLUMBING RI S PTIC F 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTHACTOR TO MEET YOU:_YES_NO
��., COMMENTS:
�
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��ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE
W ❑C RRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
� ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pH0T0 TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Ca11 for the next inspection 24 hours in advance. (952) 249-4f10�
OwnerlContractor on site:
Inspector. .��r�l ;_�
White Copyllnspector's File Canary CopylSite Notice