HomeMy WebLinkAbout2008-00055 - septic - new CITY OF ORONO PERMIT NO.: 2008-00055
2750 KELLEY PARKWAY
ORONO,MN 55356- DATE ISSUED: 08/11/2008
952 249-4600 FAX: 952 249-4616
ADDRESS : 350 NORTH SHORE DR W
PIN : 06-117-23-23-0011
LEGAL DESC : UNPLATTED 06 117 23
: LOT 000 BLOCK 000
PERMIT TYPE : SEPTIC
PROPERTY TYPE : RESIDENTIAL
CONSTRUCTION TYPE : NEW
APPLICANT SEPTIC NEW 100.00
DAVE'S EXCAVATING INC. STATE SURCHARGE SEPTIC 0.50
16110 HALSEY AVENUE TOTAL 100.50
CARVER,MN 55315-
(952)448-3642
Minnesota State License#: 151
OWNER
BLAKSTVEDT,ANFIN
350 NORTH SHORE DR W
MOUND,MN 55364
AGREEMENT AND SWORN STATEMENT
The work for which this permit is issued shall be performed according to
the approved plans and specifications,applicable City approvals,and the
State Building Code. This permit is for only the work described and does
not grant permission for additional or related work which requires separate
permits. All provisions of laws and ordinances governing this type of work
shall be compied with whether 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
suspended for a period of 180 days at any time after work has commenced.
The applicant is responsible for assuring all required inspections are
requested in conformance with the State Building Code.This permit may be
revoked at any,time for duecause.
1XAZ *e-
Applicant Permitee Signature Date Issued y&bature Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DES BED ABOVE.
Jul-14-2006 03:43pm From-CITY OF ORONO +0822404616 T-713 P.001/002 F-672
` ® City of Orono
Q,! lQ Box
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CITY OF ORONO SEPTIC SYSTEM PERMIT APPUCATION
(All Wm is must be approved by Me On-Wo SOOft Manager andlar Building Offldal)
Site Address: A ,
Owner: Mailing Address:
City: 0-L62 Z J 0 Zip:
Home Phone: Altemate Phone:
Contractor/App.:-) Q1 �jCCo <_ Contact Penson:
Address: l�//� /��� At State License
City; Zip: Expiration Date:
Phone: , - Alternate Phone; ��o� - Q3 J06P
Residential El❑ Commerciai Other
New or Replacement System $100.00
Repair Existing System 50,00
(Tanks or Drainfield) '
State Surcharge .50 _ 50
Total &200. . O
112 bY
VA(PaMSapbc SYNS n P&Wt APP&ation.dac
Jul-14-2006 02;43pm From-CITY OF ORONO +9822494616 T-713 P.002/002 F-672
1 will be Installing the following:
Ten a
Precast Concrete [j Fiberglass ❑ PlWtiC ❑ Other_
{fit manufach,nar}
Number of Tanks:
Size of Tanks:
Treatment System
Trenches
Mound s.f.
Gravel less _ s.f.
Chamber s.f.
Final Cover/Top Soil
to be borrowed from site (show location on site plan)
,.� tracked in
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 innesota an certifies that all statements made on this
application are complete tr an correct.
Signature of Applicant ,
Date: -
MPCA License No.: `/'02 -�
Staff Review: Accept d Denied
Reviewer: Dme: f_ D
Reason for Denial:
Comments(to be printed on inspection card):
2l2 vXPOnnes)SeP00 SystOm Pem �t
Bt APPR Mdoc
Rusty Olson's--Soil and Percolation Testing
Joseph J.Olson--MPCA License#810
11481 Riverview Rd.NE,Hanover,MN 55341
(763)498-8779 Fax(763)498-8290 ORONO WPIF
May 2,2008
Dick Slakstvedt
350 North Shore Drive
Orono,Hemmepin County
This on-site Sewage Treatment System is designed for a Type I three-bedroom home is accordancewith
the Minnesota Pollution Control Agency Chapter 7080 and local ordinances.
The seasonally saturated soils were located at 14"-20"(mottled soil).Due to the seasonally saturated soils,a
pressurized mound system will need to be installed to treat the septic effluent-The bottom of the treatment
area must be located at least 3'above the saturated soils,
All neighboring wells are greater than 100 feet from proposed treatment areas.
The soils at a depth of 12"have a percolation rate averaging I 1 MPI.
The existing septic system does not conform to the state code chapter 7080. ORONO
COpy
The existing tanks must be abandoned_
All new tanks need to be insulated and filters installed.Clean outs must be installed on the end of the
laterals for maintenance.
The supply line must be insulated and sleeved under the driveway.
A pumping chamber will need to be installed to lift the effluent to the treatment area_ The power supply and
switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A
warning device must be installed with light and sound devices;this is in case of a pump failure.The
manifold and supply line must have back drainage to fire pump chamber.The rock and fill materials must
u clean.'tote sod Layer below dee entire mounded area must be turned over.Just break up the sod and be
sure not to over worts.
NOth ing Other than 2 ray water,flaund showe etc. Herman water and toilet tissue should be
disposed of into the se tic tanks Carta a di4 is are not recommended. Additives roust not be
'reed" th MAVcease barmfu[ eta our "c s stem. Itis recommended that ou um the
tank every Year for 1 tank,every two Yeats for two tanks.
Sincerely,
�iYt _ ( O
Joseph J.Olson ORONO COPY 09M PERti1i"i ON RELnL
WF1l%IIT NO.iimrrrenRRVtiCCION9 AS NOTFO
COP,O.C:T&RF.SCBMiT
icec;olppr1 00 for
your inf atiiwa All work shall be 4"
in full compliance�ell cable septic and zoning cu&
iirements including ilei not specifically noted in thin eel*%
P NUS PLAN SFT SITE AT ALL TIMES
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University of Minnesota Mound Design Worksheet
Greater than I%
A. FLOW
Estimated
or measured 450 A-i)
xiS(sadetyfactor)= r 0 gpd
e, SEPM TANK L IQUU)VOUNIES
Septic tank caga* 2000 ons(see dgUre iii)
Numbarof tats 0
EfNuent Filter(yes(no) es
C-1 Septic Tank In Galbns
Numbar of Knimum Capaoily with ►lS'wah
2 750 h+ Gard Dlsp. Disp.and Lift
1125 1500
3 aro 1000 1500 ZD00
5 orb 1500: 2250 3800
7,8 or 9 2000 3000 4000
C. SOILS(Site eveluagm date)
I- 080 to res*ft layers1.3 fee,
2. Depth of per oolation tests= t. orches
3. TeaWre kx"
4. Sal Ina ft rate(sea Rowe DM MPI
0.60 gpd/ft2
Percolation rad 71
5. %Land Slope 11
D. ROCK LAYER DMIENS IM
1. Muttipty avemW design flow(A)by 0.83 to obtain MQW(ed area of rock layer:RemA x 0.83=
450 gpdx0.83fe/gpd- 380 if
2. Oetemdne rod*Wvfth=t.8 tl`/gpd x Unear Loading Rats(LLR}(see UR 00
gpd x 10.0 It
LLR Chart
Perk Rate 11R
<120 MPI 4=12
20 MPI c.,g
3. Length of nock layar a area divided by widtir
3800 ftp 1 10.0 feet= 38.0 ft
E ROCK VOLtf61E
I. MOW*mck area by rock depth to get aublcfest of rock
380.0 X 1.0 ft= 380.0 ft
2. Divide ft'by 27 felyd'o get cubic yams
380.0 t}' 1 27 = 14.1 yds
3. Multiply cubic yards by 1.4 logo weight of rock in torus~
14.1 yd' X 1.4 to VW 19.7 tons
Page 1 of.5
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F. ABSORPTION WIDTH Absogftn ratio: 2
1• Absorption width®Wets absorplim rdHo firm rock iaywwkkh
200 x 100 ft = 20.0 ft
G. MOUND SLOPE WIDTH&LENGTH(Greafertlran 4°4
I. Downslope absorption width=absorption width minas rock wkM
200 feat - 10.0 feet= 10.0 ft
2 Cam nmund sane
UPSLOPE
a.Depth of dean sand at upstope edge of rock layer=3 feet rnkuks distmm to rte laACI)
3.0 It - 1.3 ft= 1.7 ft
b.Moura height at the upslope edge of ro* =depth of dean sand fors on(G2a)
at upslope edge plus depth of nXk 4W(1 foot)ID depth of ower(1 foot)
1.7 ft+lft+1 ft= 3.7 ft
c.Updw berm mdtiptler based on land stape(see 80ure'D44)
Selected berm mWWwr: Zg4
d.Upslops width=berm muMpBer(G2o)tones upcope w"W imight(G2b):
2.94 x 3.7 ft = 11.0 It
DOWNSLOPE
e Drop in elevation=rock layerwidth(02)Ilrraes Percent Wnftpe(C5)/i00
10.0 ft x 9.0 %/tOD- 02 ft
f.Downslope mound height=depth of dean sand for slaps awom(G?a)
at downslope rook edge PW the mmW hefgtdat 00 upslope edge of rock layer(2b)
0.8 ft + 3.7 ft= 4.6 ft
Q.Doxrnslope berm mu4fer based on penarkt land slope(see Rgure D.
Sem berm 5.18
h.Dmwlope wdh-dm a mukiptler(t;2g)Omes dAwmbM now t d(GM
5.18 x 4.6 23.9 ft
I.Seled gmaterof Gl and G2h as the downslope width 24.0 ft
).Total reaaxf wilt is the sum of cgslope(G24 vWM pym fu&taWWd8r(D2)PW downslope width(G2Q
11.0 ft+ 160 ft+ 24.0 ft= 45.0 ft
k T0121 mound IBRO is the sum ofcgxlope width(04 pka rock layerloo(Iq Pius up lopewkkb(Wd)
11.0 ft + 38,0 ft+ 110 ft= 60.0 ft
Ford D >19i 450 ft x 60.0 It
hereby that allwork has been oan0ded in amontmee wIM d applicable adnarroes,rules&laws.
810(kense1) 5/711008(dalel
Page 2 of S
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University of Minnesota Pressure Dit>tribution System Design-10125104
,a b"d ffldwOft Mwfbe e„re,ee,Me Md vAl e+Warrafod Ahk
s
1. select numberofperforated laterals: ['
��
roman
2. Select perforation spacing
caa-a,da 4M.a-
3. Since pertoretbns should not be placed loser that 1 foot to
the edge of the rock layer(see diagram),subtract 2 W from
the rock lager IaMth-
4. Determine the number of spaces beixveen perforations.
Divide the length(3)by perforation gacbeg(2)and round down tonewel who*number.
Perforation spacing= 36 ft/ 3 R- 12
5. Select perforation she ®inch
a Number of perforations Is equal to One pkis the munber of perforation spaces(4).
'O ack%wre E-4 to assure Hoe numberc(perfamdansper kdeh f guarent yes
<10%dfsd Wage Yvon.
12 spaces+1= 13 perfarallonw1aterai
-4 1101aximum Nwober of W Irtch pertoratfons E-5 Mandnsua hhaabar of 3f16 Inch perforations
r lateral to guarantee<10'%dWchwg#variation Per lateral to suarantes<18%discharge varlatforh
Pertaratbn Perforation
Spacing Ripe Duunater Spaclm Pipe Diemeler
ft 1 Inch 1.25 Inch 1.5 Inch 7-0 Inch led 1 huh 1.25 inch 1.5 inch 2.0 inch
2 8 14 18 2 is 25 39
3.0 ti 13 17 26 311. 18 24'. 3�
3.3 7 12 16 25 3.3 10 17 23 36
4.0 7 .11- 15. 23 .4: 10 16 21 33
5.0 6 10 14 22 1 1 5 9 15 20 31
7. A.Total n umberof perforations=perforations per lateral(5)Wates number of laterals(1).
13 perwiatx 3 laterals= 39 pmfotations
B.Calculate the square footage per perforailm
Reoornmended value is 5-10 agWperf.Does not applyto at-glades.
1. Rodc bed area-rook width(ft)x rock length(ft)
10 R x 36 ft- 380 ftz
2 per'peAcm-h-w Bed Ama-h-n-W- penN(8)
380.0 10 I 39 peril - 9.7 fel pert
S. Determine required flash rate by multiplying the tatal number
of perforations(EIN by flow per perf raYarat see fiawe E-6)
39 1 ports x 1 0.74 gpm I peril.= 26.9 gpm
E-6 Perforation 59aarne In GPM
Head Perforations diameter
feel rhes
3118 1 7132 1 114
1 0.42 .74
20 0.69 0.80. 1.04.
5 0.94 1.28 1.65
a um 1.o A%A(Orsbrpie(ter*1wn es.
b.Use 2.0 feel for wymy else
9. Determine Minimum Pipe Sias
A Manifold on Ead. if laterals are connected to header pipe
i
as shown in Figure E-1,to select mkdmum required lateral
diameter,enter figure E-4 or E6 with perforation spacing and
number of perforations per lateral.Select um diameter
for perforated laterals- 1. Inches
B. Center Manifold. Uperkrated lateral system is attached to �••��•* .�
manifold pipe near the center,Blue Figure E-2,perforated lateral length(3)
and number of perforations per lateral(5)Will be approximately
one half of that in step A. Using these values select
minimum diameWfor perforated lateral= 1.5 Inches
I he that in a anoe with all apppCaft ordinances,rules a .
_(signature) $10 picensetz) t15A0 8(daft)
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University of Minnesota Pump Selection Procedure -1012104
All boxed rectangles must be entered,the rest will be calculated.
Ogre
1. DdwWne pump capacity. T
A. Gravity Disdfbu8on
1.Minimum required discharge is 10 gpm
2.Maximum sujgested dsd arge Is 45 gpm
For otter establishments at bast 10%greater than Be wvaW
supply rate,but no faster Stan Ute rate at which effluent A flow
out of the distribution device.
B. Pressure Distribution-see pressure design worksheet soil treatment system
& int harge
Selected Pump Capacity: 29gpm total pe
lengt
inlet 2A eve-Ion
2 Determine Total Dynamic Head(rDH) Ope cuHerence
--..-- -- -
A. Elevdw difference between pump and point of drscttarge. ,i........ ...... .
10 feet ------------•............. .......
B. Special head requirement?(See Rgure-SVOW heed Regdwnmfs)
51 Special Head Requirements
Gravity Distribution Oft
C. Friction loss in supply pipe Pressure Dbhibut m 5ft
1. Seed pipe diameter �in
2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1)
Read Nction lo=fv
100 feet from Figure E-9 E-9 Friction toss in plastic Pipe
Friction loss= 100 ft of pipe per 100 ft
nominal
3.Determine total pipe Wngth km pump distitarge to soil system dtsolage point Row Rate pipe ufiameter
Estimate by adding 25 percent to pipe length for motion toss In fillings. 1.5' 2.0' 3'
P't length Tunes 125=equivalent pipe 20 247 0.73 .0.11
25 It x 1.25= 31.25 W 25 3.73 1.11 0.16
30 5.23 1.55 . 0.23
4.Calculate total Mon loss by mulWft friction loss(C2) 35 6.96 2.06 0.3
by to equivalent pipe bttglw(C3)acrd cr"by 100. 40 8.91 264, 0.39
Friction Loss= 1.55 fU100ft X 3125 ft 1 100: 0.5 feet 45 11.07 3.28 0.48
50 13.46 .3.99 . 0.58
D. Total head requirement is the an of elevation ditfemce{A)•special 55 4.76 0.7
head requirements(B).and teal Mon lass(C4). 60 5.6 0.82
110 ft + 5 ft + 1.0 It 65 6.48 0.95
.70 7A 1:09
Total Head: 160 feet
3. Pump Selection
A pump must be selected to diver at least 29 gynn(1A or 8)
with at least 16.0 feet of total head(21)
I hereby ce*that I have completed.this work in accordance with all applicable ordurances,rules and laws.
(signature) 810 (kww#) 5107108 Mel
Page 1 of 1
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LW of Soil cork as
License#810
Location or Project: 350 North Shore Detre
Borings made by: Rusty Oison's son aed Perc testing 5/3MM
Cion Sys : AASHOUSDS-t11.S►Ds-SCS X Uaifted :Other
Auger used(check two):Hund 9�or Powerr,Plight,Bucket or Probe X
Boring Number_1_Surface eWvaWn 86.0 Mottled Soil a#,_1.8 feet
0"-12"Dark brown loam 1 Oyr3/2 H2O present at 20°
12--20-Brown loam 10yr4/4
20"-30"Rusty brown loam to day loam 10yr4/4
Boring Number 2 Surface elevation 95.0 Mottled Soil at 1.5 feet
0"-6"Dario brown loam 10yrr3/2 H2O present at 18"
60-16"Brown loam 10yr4/4
16"-30"Rusty brown loam t+o clay loam 1 Oyr5/4
Boring Number 3 Surface Elevation 92.5 Mottled Solt at�1.1 feet
0"-6"Dark brown loam 10yr3/2 H2O present at�l4"-
6"-14"Brown loam 10yr4/4
14"-30"Rusty brown loam to clay loam 10y6/4
6'd OGb9 2L* 296 spool ealIgnc es* :80 80 T2 geW
Percolation Test Data Sheet
Lic.#810
Percolating test'eadings made by: Rusty Oison's Perw,starting at 12:30 P.M.On 8/04108
Location: 350 North Shone Drive
Hole number. 1
Date hole was prepared:5/03/08
Depth of hole bottom_12",,inches,Dlamejer of hod V. inches.
Soil data from test hole:
Dom'Inches Soil texture
0-12" Dark brown loam joyr312
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water fiping ti103108 At 11:00 AM.
above hole bottom. depth of Initial water flung 12 inches
Method used to maintain at least 12 inches of water depth in hole for at West 4 hours Aubmadc,Siphon
Maximum water depth above hole bottom during tesla 8 ruches
Time Time Depth Dro in ri20
12:42 1:12 6" Pero Rate
1:15 1:45 6" 3.7 8.
1:46 2:16 6" 3.7 8.1
3.7 8.1
AVERAGE PER 8.1 MPi
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3
Percolation Test Data Sheat
Uc.#810
Percolating test readings made by. Rusty Olson's Perc.stWft at 12:30 P.M.On 5104108
Location: 350 North Shore Drive
Hole number:2
Date hole was Prepared:5/03108
Depth of hole bottom 12 Inches, Diameter of hole 6`„inches.
Soil data from test hole:
Depth, inches Soil texture
0.0" Dark brro"loam 10yr3f2
V-121 Brown foam 10yr414
Method of sc etching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of Initial water fling 5/03108 At 11:00 AM.
above hole bottom. Of WN water flUing 12 inches
Method used to mairttain at least 12 inures of water depth in hole for at least 4 hours Automatic Slphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Prop in
12:43 1:13 6" PerC
1:14 1.44 6" 2.2 13.6
1:47 2:17 6" 21 14.2
21 142
AV'ERA P 14.0 MPI
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CER KATIE OF INSPECTION
ACCORDING TO MPCA 7080
ORONO BUILDING & ZONING DEPARTMENT
2750 Kelley Parkway
P.O. Box 66
Crystal Bay, MN 55323
This certificate has been issued this 10th day of July 2006, to certify compliance with
provisions of the Orono Municipal Code and Minnesota Rules Chapter 7080, regulating
installation of individual sewage treatment systems.
Owner: Anfin Blakstvedt Site Address: 350 North Shore Drive W
P.I.D.: 06-117-23-23-0011 Permit #: 2008-00055
Installer: Dave's Excavating
44)J.L-e
Compliance Officer:
data/forms/cert of inspection MPCA 7080
ooiLrr TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED / r - ,e '
ADDRESS X50 /U�'Y'�- tJ�'�-lJ UL �/L [-C/
OWNER Z)iC-k-iB1a-kJ'L0QL_bONTR.
&
TELEPHONE NO.,�Ll� /Z- -2-1?(a 7715
DESCRIPTION So Lt ��rL A-0
❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS
y ❑ INSULATION ❑ WOOD BURNER/FIREPLACE
❑ TREE REMOVAL
Z ❑ WALL BD. ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
v ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
v ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
OWNERICONTRACTOR TO MEET YOU:_YES_NO
COMMENTS: ® � 1—��S Arco+-ra nj
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WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE
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W ❑CORRECT WORKS PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
tJ BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN ❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnedContractor onite: �1
Inspector.
White CopyMspectoNs File Canary Copy/She Notice
x —7 & ATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED 14 og—
PERMIT NOO '060-55 COMPLETED
ADDRESS MIA S
OWNER CONTR. l�O
TELEPHONE NO. — a�
DESCRIPTION �(J jid5
L4j ❑ FOOTING ❑ MECHANICAL RI ❑ EXCAV/GRADING/FILLING
Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ LAKESHORE/WETLANDS
❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ TREE REMOVAL
Z
WALL BD.❑ ❑ WATER HOOK-UP ❑ SITE INSPECTION
Q ❑ FINAL ❑ SEWER HOOK-UP ❑ PROGRESS
❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ COMPLAINT
Q ❑ DEMO-FINAL ❑ SEPTIC INSTALL. ❑ FOLLOW-UP
_ ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ HARD COVER REMOVAL
J ❑ PLUMBING FINAL ❑ FOUNDATION/REMOVAL
OWNER/CONTRACTOR TO MEET YOU:_YES NO
COMMENTS:
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Wz 11WORK SATISFACTORY:PROCEED PROJECTCOMPLETE
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❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in adva
Owner/Contractor ons' e:
Inspector. /�
White Copy/Inspector's File