HomeMy WebLinkAbout2002-P05667 - new septic PERMIT
CITY OF ORONO Permit Number:
2750 Kelley Parkway - PO Box 66 P05667
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued: 9/252002
SITE ADDRESS: 3015 Watertown Rd
Long Lake,MN 55356
PID: 04-117-23-22-0030
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
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: Dale Denn OWNER: Tony Eiden Co.
1127 Goldenrod Lane 2995 Watertown Rd
Shakopee,MN 55379 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
MINNESOT UILDING CODE REQUIREMENTS.
D
C04L-)
PLICANT PERMITEE SIGNATURE fSSUED BY SIGNATURE
Copies: 1-File(SiQnitures Required). 1-Applicant. 1-Monthlv Reports. 1-Assessin2. 1-Finance Page 1
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Boz 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS � L
Occupancy Type: Residential Commercial Other
Permit Type: I'Newa Replacement System $100.00
epair 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: 4eo Phone tuber:
Mailing Address: City: J Zip:
Contractor's Name: / Phone Number:
Mailing Address: , /rh-,, ) City ip:
*** 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 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
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 stations
(where required) components are functional and comply with codes.
5. Individual holding MPCAInstallers License shall be present during all inspections. A24-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.
2. I will be instal ' g the following:
c
A Tanks: Precast Concrete Other Manufacturej4�4aA
Tank Capacities: 1) /3U gal. 2)l.7 Qal 3) 7p 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 nstaller electrician other.
C. Treatment System;
Trenches: -s.f. L/ Mound
Depth of rock below pipe Rock bed dimensions 0 ' x '
Drop Boxes Sand bed dimensions�U' x
Distribution Box Pressure Dist. Pipe Diam. ("2 "
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,
agrees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Minnesota,and certifies tha statements ade on this application are complete,true and correct.
Signature ofApplicant ` Date:
MPCA Li se No.
-------__--------------------------------------------------------------------------------------------------------------
Staff Review: Approval Denial
Reviewer: Date:
Reason for Denial:
SEPTIC SYSTEM APPROVAL
O
®
IPUL
0
CITYof ORONO
M' ;'CVs �• ti Municipal Offices
._? G
Street Address: Mailing Address:
`9�CEggOg' 2750 Kelley Parkway P.O. Box 66
-- Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner '0114. E �2n Phone (Home) (Work)
Address 3015yvgter-town City o roc-,o State Zip
Site Evaluator Ger e w,\\ec State License # 1 co\1 Phone# 3 ao- 399- a?o 5
Type of Establishment: Single Family x, Multi Family
Commercial Garbage Disposal Yes)_ No
No. Potential Bedrooms 5 Est. Gallons Per Day 7 50
Depth of Sand: Upslope: 1 .1-7 Downslope: 1.7 -7 Soil Sizing Factor 0.43 3
Perc Rates P-1 1H P-2 11 P-3 13 P-4 1\ P-5 P-6 P-7
Restricting Layer Depth B-1 a6" B-2 aa" B-3 3o" B-4 30" 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 Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 130 0 # of Tanks a Lift Tank Size 130D
Pump Brand GPM 3S. 3 Head 14.
Treatment System:
Minimum�o x 63)(41 ( $�) Square Feet with 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(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_ DENIED By the City of Orono subject to existing regulations and
the following conditions: gfi -,,0 . otet)
pCeSs�{C d',STr:bJ�:e��. 3Yt 4et So'.1 ojy
By: k\om" I Axiom A/,�,�,.- I-a9-Da
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 - Fax(952)249-4616
www.ci.orono.mn.us
y — Design = 5 Bedrooms
Rock Quantity = 23.3t yards
/ Sand Quantity = 200t yds.
Loamy Sand Quantity = 18t yds.
Top Sot? Quantity = 80t yds.
/ *Quantities are approximate and do
/984— giro/ / not include waste
----� /
9g�
SB4A /
/9
-10
z 986 p� SB3A /996/ // I
w I —`L� .� /
a S86 / C
W w
z Z2' OQSB1 A
6' / EXISTING �£EP 994 N
/22- 50' WELL / I
d SB4 85 / 11.3 / 9
0 \
a I 0,z to
Z
.a /
a ' 499
ZR-4 V Cb
r �pv�yos ✓
2-1300 GALLON '990`
SEPTIC TANKS \9994 Op
l98a` \992 4\
LEGEND
�9s01 �i ® denotes well location
l ' p denotes perc test location
ERn ``NE denotes soil boring location
` PROp ( 97*8 ) denotes proposed elev.
i
-~ 97*8 denotes existing elev.
�-'' +--- denotes surface drainage
Notes
1. Avoid compaction of mound area before, during and after
construction.
2. Verify before construction that no wells are within 50 feet of
the proposed or existing septic tank.
/ hereby certify that this site plan was prepared 3. Verify before construction that no shallow wells are within 100
by me under my direct pervision. feet, or any deep wells within 50 feet of proposed treatment
area.
4. All materials used for construction must meet or exceed the
M.P.C.A. Chapter 7080 requirements.
ie Miller .R.P. 5. Divert surface drainage away or around the septic area. 6.
M. P. C. A. License j# 1921 All quantities, dimensions and elevations given on this plan are
approximate.
rt ^ PROPERTY LOCATION PREPARED FOR:
IDALVIILII C`"�J Lot 2, Block 3, Septic System Site Plan Tony Elden Co.
MILLER'S SEWAGE TREATMENT SOLUTIONS Old crystal bay 4100 Berkshire
9075 155TH STREET KIMBALL, MN 55353 road 2nd Addtn, DATEJOB N0. I SCALE Lone
(320) 398-2705 cell (320) 293-0197 Orono, Minnesota 1/14/01 T2002.03 1850 1 Plnnoutly ill.
Mound Design Worksheet (For flows up to 1200 gpd)
All boxed rectangles must be entered,the rest will be calculated.
A. FLOW A l: Csknafed Sewage Ilam in Gdoru per Dav
Estimated 750 gpd(see figure A-1) I Gass M bedrooms beds r m I
Gass II Om III mass Ill
225 4
or measured x 1.5(safety factor)= 0 gpd I ; 8s
2 300 ; 80 6096
B, SEPTIC TANK LIQUID VOLUMES ! 3 450 ! 300 218 ctthe
Septic tank capacity 2-1300 gallons(see figure C-1) 1 4 600 3 r 255 voWt
750 450 294 in the
C. SOILS(Site evaluation data) 6 900 I' !25 332
1. Depth to restricting layer=_ 1.83 feet 7 '� I l� 6011 370 1 .11 478 c1,u11I
P 9 Y 1 l � �•
2. Depth of percolation tests- inches
3. Texture ILOAM
4. Soil loading rate(see Figure D-33) 0.6 gpd/ft
Percolation rate I MPI
5. %Land Slope 6 % r�.�:: :11snrptluft��'IcHn�I t111g raltk
f'errn4alron katr- � Londnlg It ate
in Minute%pc'f 40,kNture ` 0Wkms Absllrgxml
Inch 11CY Any`per k,lvn
('-L '+�c ptl(:1'�nl.e•a actties do allou5l
f�Cltr{k11t15 t.` r } r. l�tnl(ll{ili�l.t5C:Idk)Ysi1a%lIfi�t,
Iaer tcn.9 Cnrrsc•tind
131 1 00
V1mbur(if Millimul12 Lul"IS( Medium Sand
AICl' i.oamst nd
lift IISI(ic
7?; 1.ill
21 or Icss ^�) I I 1G to JU__ Loam II 6 1 y(NI
I;yi .� _- -M to 4S I Sill l.. Im 1 ll it) _411
{)I'•4 1;};}',3 I +t 5115
db to GU SaruA-Chn'lxmi li 4S ?fcl
5 or 6 I`N ��•5l� if?f)I) swy f my Loam
i`I'f) �I}lli 11)QQ Cary Lwm
(•}to 120 14 K(1(1
tiancly C:la'
Clan
+ah'In•l':i•9ctlix 2!.(x x•:ii 5'.iJ'C'o9.c-. Iir.-i;.11:tC
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow(A)by 0.83 to obtain required area of rock layer:Item A x 0.83=
750 gpd x 0.83 ft"gpd= 630.0 fe
2. Determine rock layer width =0.83 fe/gpd x Linear Loading Rate(LLR)(see LLR chart)
0.83 ft?/gpd X 12 = 10.0 ft
LLR Chart
Perk Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rock layer=area divided by width=
630 -ft' 10 feet= 63.0 feet
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock
630 X 1 ft= 630.0 ft'
2. Divide ft3 by 27 ft/yd 3 to get cubic yards
630.0 -ft' / 27 = 23.3 yd'
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
23.3 yd X 1.4 ton/yd3 = 32.7 tons
F. ABSORPTION WIDTH
1. Absorption width equals absorption ratio(see Figure D-33)times rock layer width
2 1 x 10.0 ft = 20.0 ft
G. MOUND SLOPE WIDTH&LENGTH(Greater than 1%)
1. Downslope absorption width=absorption width minus rock layer width
20 feet - 10 feet= 10 feet
2. Calculate mound size
UPSLOPE
a.Determine depth of clean sand at upslope edge of rock layer=3 feet minus distance to restricting layer(C1)
3 ft - 1.83 ft= 1.17 feet
b.Mound height at the upslope edge of rock layer=depth of clean sand for separation(G2a)
at upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot)
1.17 ft+1ft+1 ft= 3.17 feet
c.Upslope berm multiplier based on land sloe see figure D-34)
Select berm multiplier of 1 3.23
d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b):
3.23 x 3.5 ft = 11.3 feet
D:14 SI.C)PI's MElr.:l'FPr.11{ii'1'Ar3rJz
i [and _v... 1JP51(JI'E EJpWN5E.{)PF:
41u#re nlul@erliln hx a:Minua mnitipplirts Gm vatlriaua
in' altrpe ratios ciapa ratios
�!_.._.�azo..,......�!..��...uai_......�:1. g�4.�_ �..,.;�1�......�.�,.�,.....��E..�.._.�:i....�.,.�:e__
g 0 3.0 4A 5.0 6A 7.0 6.0 3.0 4.0 5.0 6A 7.0
1 2.41 3.85 4.76 5.66 6.34 7.41 3.04 4.17 5.26 6.38 7.53
s
2 2.83 3.70 4.3.1 5-36 b.111 6.40 3.19 413 5.36 6.82 6.1.1
3 L-13 3.57 4-13 5.08 S.74 tills 3..30 4.31 SAO 7.32 6.06
4 2.68 3.15 4.E' 4A1 5:10 600 3.41 4.70 6.25 7A4 9.72
4
5 2.61 3_13 4.00 4.02 5,I4 5.79 3.53 SAO 6.67 6.57 10.7-1!
6 2154 3.23 3.83 4.-1 E .1.43 5.41 3.66 5.26 7.14 9..18 12.07
L48 3.12 3.70 4.23 C-10 5.13 3.80 5.30 7A9 10.31 13:73
6 L•12 3.03 3.37 US 4<l4 4A8 3.95 5.88 633 11.54 15.91
9 230 2.91 3:13 3.90 410 4AS 4.11 6.23 9.04 13.0.1 HIM
l0 2.31 2.80 3_33 3.73 4.12 4.4.1 4.29 6.07 10A0 15.00 2333
11 2.24 1.76 1.22 1.41 VIS 4.261 4.46 7.1'1 1.1.11 17AS 111.43
12 .... 2»11 T 2._.0..-._3.12
1.49
9 . Im ^401 4.b9 'b9 )MO 21.•.1 43.75
DOWNSLOPE
e.Drop in elevation=rock layer width(D2)times percent landslope(C5)/100
10 ft x 6 % /100-- 0.6 feet
f.Downslope mound height=depth of clean sand for slope difference(G2e)
at downslope rock edge plus the mound height at the upslope edge of rock layer(2b)
0.60 ft + 3.17 ft= 3.8 feet
g.Downslope berm multiplier based on percent land slope(see Figure D-34) 5.26
h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2f)
5.26 x 3.8 = 19.8 feet
i.Select greater of G1 and G2h as the downslope width 19.8 feet
j.Total mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(GA)
11.3 ft+ 10.0 ft+ 19.8 ft= 41.1 feet
k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)
plus upslope width(G2d)
12.0 ft + 63.0 ft+ 12.0 ft= 87.0 ft
Final Dimensions 41.1 ft x 87.0 ft
LAYOUT
1. Select an appropriate scale;one inch= 50 feet
2. Show pertinent property boundaries,rights-of-way,easements
3. Show location of house,garage,driveway,and all other improvements,existing or proposed.
4. Show location and layout of sewage treatment
I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws
(signature) JAZ` (license#) (date)
C1-r v nr7 t W')NO
Tott -
31-oa °Vi:z 0.
APPRO \!, sl is„r rl
APPk<t� !.t• AS NOTED
c:�i'4!'•! t 1 j,.(';)ii'' ('! c RI'Sl'ti\11T
NO
aptamcr,
„n n. 'AII t�ork sha11 b 4 M
compli-., . ,h '.i' ,.;- r-.,:• .{Wc,uu1 coning Cu1�.
;I noted in this NAM
temc c.t `1 FS
THC
� C
HYDRAULIC PROFILE
99"'0*11
--= =- -- _-_ ___--
988.0± low
MO gWlon 1300 gdon
&Pft Tar* Sqft Tank PMVTwik Line is to be laid to provide drain back
after pump shuts off
I I
982.Of
I
NOTE: I
Elevations are approximate and may need to be
adjusted in the field.
I I
PRESSURE DISTRIBUTION SYSTEM - Trenches
All boxed rectangles must be entered,the rest will be calculated. v «k
1. Select number of perforated laterals: 03
2. Select perforation spacing ft j F-4: NknKr,unullnwdlenn>txxo(1/4-k,chp�It�uY,nrc
1 tim k3kxcf lo gucrantee<10%cFsetw3rWt wxlalk)n
3. Since perforations should not be placed closer that 1 foot to
the edge of the rock layer(see diagram), subtract 2 feet from _{(c cQ .- �_1 px:f�__4 J?-5 ku h ►s��K r, o it.a,_
the rock layer length 1 I i
25 9 td IP i ?p
63 -2 ft= 61 ft(varies) ' 3n 1 A 1" 1, 2e
rock layer length ss ; ' i '' ' f
d9 � 2.i
Sn b 1C 14 i 22
4 Determine the number of spaces between perforations.
Divide the length(3) by perforation spacing(2)and round down to nearest whole number.
Perforation spacing= 61 ft/ 3 ft= 20 spaces
5. Number of perforations is equal to one plus the number of perforation spaces(4).
"Check figure E-4 to assure the number of perforations per lateral guarantees
< 10%discharge variation.
20 spaces+ 1 = 21 perforations/lateral
6. A. Total number of perforations=perforations per lateral(5)times number of laterals(1).
21 perfs/lat x 3 laterals= 63 perforations
10-13 varies E-6: PertaraWcn Dsct"Ua fn UWn
B. Calculate the square footage per perforation.
Should be 6-10 s erf. Does not I to at-grades. prarfor nch diameter
4�P apply -9 head int;hes
1. Rock bed area=rock width(ft)x rock length(ft) (feet) ! ill 7/321/4
10 ft x 63 ft= 630 f:2 1.00 0.18 0.42 0.5b 0.74
2. Square foot per perforation= Rock Bed Area/number of perfs(6)
630.0 ftp / 63 perfs = 10.0 fel pert 2.0b 0.26 0.59 0.80 1.04
5.0 0.41 0.94 1.26 1.65
7. Determine required flow rate by multiplying the total number
of perforabons(6A)by flow per perforations(see figure E-6) t,;,5•==: • ,,; I,,.t: 13
63 perfs x0.56 gpm/perfs= 35.3 gpm
8. If laterals are connected to header pipe as shown
in Figure E-1,to select minimum required lateral
diameter, enter figure E-4 with perforation spacing(2)and
number of perforations per lateral(5). J .
Figuro E.1:Monifoid locafod al End of Sytom
Select minimum diameter for perforated laterals= =inches-
9.
2 inches9. If perforated lateral system is attached to manifold pipe Figure 6-2!Mat tmoied
to Me Center CO rte 8"1*m .
near the center, like Figure E-2, perforated lateral length(3)
and number of perforations per lateral(5)will be approximately
one half of that in step 8. Using these values, select
minimum diameter for perforated lateral= NA inches. 1�---
I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws.
(signature) 19e/ (license#) /`���� (date)
PUMP SELECTION PROCEDURE
All boxed rectangles must be entered,the rest will be calculated.
1. Determine pump capacity:
A. Gravity Distribution
1.Minimum required discharge is 10 gpm
2.Maximum suggested discharge is 45 gpm
For other establishments at least 10%greater than the water
supply rate,but no faster than the rate at which effluent will flow
out of the distribution device.
B. Pressure Distribution-see pressure design worksheet Soil lTecal-w)l sysrerr'
&pgpil of ischage
Selected Pump Capacity: 35.3 gpm IOIOI pipe
iH.,yrt
u.Ht_...s, ddrHrence
2. Determine head requirements:
A. Elevation difference between pump and point of discharge.
feet
B. Special head requirement?(See Figure-Special Head Requirements)
1 5 Ifeet Special Head Requirements
Gravity Distribution on
C. Friction loss Pressure Distribution 5ft
1. Select pipe diameter in(insulate entire line)
2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(CI)
Read friction loss in feet per 100 feet from Figure E-9 E-9:Friction Loss in 10Irs11e Pipe-
Friction loss= 2.06 I ft/100 ft of pipe Per 100 fcaet
rrartirx4
Pt?(1fRIrTTak-1
3.Determine total pipe length from pump discharge to soil system discharge point Bowrato 1. 2.' 3_
Estimate by adding 25 percent to pipe length for fitting loss. ' -----.........---
Equivalent pilength times 1.25=total pipe length '20 2.47 0.73 0.11
75 ft x 1.25= 93.75 feet 25 3.73 1.11 0.16
30 5.23 1.55 0.23
4.Calculate total friction loss by multiplying friction loss(C2) 35 6.96 2.06 0.30
by the equivalent pipe length(C3)and divide by 100. 40 8.91 2.64 0.34
FL= 2.06 fl/I X 93.75 ft I 100= 1.9 feet 45 11.07 3.28 0.48
50 13.40 3,49 0.58
D. Total head requirement is the sum of elevation difference(A),special 55 4.76 0.70
head requirements(B),and total friction loss(C4). 60 5.60 0.87.
8 ft + 5 ft + 1.9 ft 65 6.48 0.95
70 7.44 1.0Q
Total Head: 14.9 feet
3. Pump Selection
1.A pump must be selected to deliver at least 35.3 gpm(1 A or B)
with at least 14.9 feet of total head(21)).
I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws.
(signature) Q el (license#) (date)
E-4
LAYER OF GEOTEXTILE LOAMY SAND CAP
FABRIC PERFORATED LATERAL
GRASS COVER 6 INCHES
CLEAN SAND FILL TOPSOIL
MAXIMUM SLOPE
3 TO I
CLEAN ROCK q"
TOPSOIL PLOWED OR 3/4 TO 2 V? INCHES
DISKED SURFACE % SLOPE
SUBSOIL
CROSS SECTION A - A
PIPE FROM
PUMPING CHAMBER
Y . n
aN
1 �
PERFORATED
LATERALS i
-/32 P '
� S
-
BED AREA ! -
6 Z
hw
A W w ; m A
' Z
20
INCHES —�-';�� INCHES
DIKE 10 FEET .I� DIK
MAX.
TOTAL WIDTH
PLAN VIEW
MS TS MILLER'S SEWAGE TREATMENT SOULTIONS
9075 155th Street
Kimball, MN 55353
LOG OF SOIL BORINGS 1-320-398-2705
Location or Project:Tony Eiden/ L2,B3 Old Crystal Bay Rd.2nd Addtn Date: 1/09/02
Borings made by: Bernie Miller
Classification System: AASHO USDA-SCS X Unified Other
Auger used(check two) Hand X or Power Flight or Bucket X Testpit
Depth Boring Number JA Depth Boring Number Z 14
in Surface Elevation in Surface Elevation
feet Munsell Chart feet Munsell Chart
0 l odyn /d)Lt-TK 0 /08N't /� 3//
1 (o2v� /$SrdY lczN+ � 1
.........................
I8"
2 ZZ�r R lc "//t q/ 3/Z
•3 2 /��� /oya
_ 2G Y /.3
3Zrl Saw 2.sy s/3
6 2.sY s/y 6/r10'-�
3 6�1�- lB 'e-no3......_5.Y..._....._ .... 2.s/rf/3
vii
4 4
5 5
6 6
End of Boring at 3.o feet. End of Boring 3. 3 feet.
Standing water table: Standing water table:
Present at: feet of depth, Present at: feet of depth,
hours after boring. hours after boring.
Not present in boring hole ✓ Not present in boring hole t/
Mottled soil: Mottled soil:
Observed at Z6`t of depth Observed at 3 of depth 0 I 22 r
Not present in boring hole: Not present in boring hole:
Observations and comments: Observations and comments:
MS TS MILLER'S SEWAGE TREATMENT SOULTIONS
9075 155"' Street
Kimball, MN 55353
LOG OF SOIL BORINGS 1-320-398-2705
Location or Project:Tony Eiden/ L2,83 Old Crystal Bay Rd.2n'Addtn Date: 1/09/02
Borings made by: Bernie Miller
Classification System: AASHO USDA-SCS X Unified Other
Auger used(check two) Hand X or Power Flight or Bucket X Testpit
Depth Boring Number 3 A Depth Boring Number
in Surface Elevation in Surface Elevation
feet Munsell Chart feet Munsell Chart
0 �� 0 /dei"I /oyi 3/2
15n .t
Y'e /oil
2 /o a• �'s y� 2
................ __: %�._... y
-3Z" ►►
2 f dY8 Fv)�5 �/ �G -- /Y
Y,
3 /oz•-r. I I ?sY�Yy 3 `!/
...._..........__ 2 -- Pte'
4 4
5 5
6 6
End of Boring at 3 3 feet. End of Boring 3 Z feet.
Standing water table: Standing water table:
Present at: feet of depth, Present at: feet of depth,
hours after boring. hours after boring.
Not present in boring hole t/ Not present in boring hole ✓'
Mottled soil: , Mottled soil:
Observed at 2 S of depth Observed at 2,Sr- of depth
Not present in boring hole: Not present in boring hole:
Observations and comments: Observations and comments:
MS TS MILLER'S SEWAGE TREATMENT SOULTIONS
9075 155th Street
Kimball, MN 55353
PERCOLATION TEST SHEET 1-320-398-2705
Test hole location: Tony Eiden/ L2,B3 Old Crystal Bay Rd.2"d Addtn
Depth of hole bottom: 12 inches Hole No.: 1 ,4
Diameter of hole: 6-8 inches Date test hole was prepared: 1-09-02
Soil Data from Test Hole
depth, inches soil texture soil color
/0V2«311
Method of scratching sidewall: nail Depth of pea size gravel in bottom of hole 2 Inches
Date and hour of initial water filliing: /O ro/-:a-oZ Depth of initial water filling: 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: B.Miller Percolation test started at 9,'l-7
Maximum water depth above hole
bottom during test: 8 inches Date
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
START I 70 l rS- 3'�_-_-_. A
I. TIME.._.__... - _DROP_.. _... _ ...PERC.
913 REFILL
9; S 2v /'/6 / i6 / Y� TIME ___ l�Y. Lit C B
_.
_ DROP = PERC
REFILL 7
/0"/9 ZU /6 ` �G /' `/.3 TIME DROP = PERC
/fir 20 REFILL D
/:F — �6 / /6 46 TIME - DROP = PERC
REFILLE
_..............._...._._. __...._....
-.-._-- --..._.....__...._._.__.._
TIMEDROP = PERC
REFILLRF
........_..._.__....__ ................OP._._......_.____ — ._.__........_.----•--
TIME _ DPERC
A, B,C B,C,D
Largest#ofABC Smalkst#cj ABC Largest#afBCD Sm 1k t#afBCD
X 0.10 = X 0.10 =
Smalkst#eYrABC Smallest#of BCD
C,D,E D,E,F
Largest#ofFDE Smalkv it ofCDE Largest#of DEF Smallest#Of DEF
X 0.10 = X 0.10 =
Smallest#ofCDE Smalkst#q'DEF
MS TS MILLER'S SEWAGE TREATMENT SOULTIONS
9075 155 ' Street
Kimball, MN 55353
PERCOLATION TEST SHEET 1-320-398-2705
Test hole location: Tony Eiden/ L2,B3 Old Crystal Bay Rd.2°d Addtn
Depth of hole bottom: 12 inches Hole No.: 2 A
Diameter of hole: 6-8 inches Date test hole was prepared: 1-09-02
Soil Data from Test Hole
depth, inches soil texture soil color
Method of scratching sidewall: nail Depth of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filling: /QIP /;q-oZ Depth of initial water filling: 12 above hole bottom
Method used to maintain 12'of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: B.Miller Percolation test started at
Ma>amum water depth above hole
bottom during test: g inches Date /_�'a Z-
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
9 I� START 0 20..........._.. L(.6 3_.__........ f._Z._.. ......... A
9' Z U TIME _ DROP = PERC
O.'oo
REFILL
20 o�E l sf8 J�G 3 TIME ...___ �e�.._ 1 _.._._
_ DROP PERC= PE
, 1 LL r� 63 TDR _ JER _
/01t2 7C> / P C
REFILL D
TIME _ DROP = PERC
REFILL E
TIME _ DROP = PERC
REFILLF
TIME
..._..._....._....___... _DROP_._-___._ .__..._.PERC.__....._.._..__.
_ =
A,B,C B,C,D
Largest#qfABC Smallest#of ABC largest#of BCD Smallest#of BCD
X 0.10 = X 0.10 =
Smalkst#ofABC SmaBut#ofBCD
C,D,E D,E,F
Largest#cfCDE Smallest#cfCDE Largest#afDEF Smallest#q'DEF
X 0.10 = X 0.10 =
Smallest it of CDE Smalkst#q'DEF
MS TS MILLER'S SEWAGE TREATMENT SOULTIONS
9075 155"' Street
Kimball, MN 55353
PERCOLATION TEST SHEET 1-320-398-2705
Test hole location: Tony Eiden/ L2,B3 Old Crystal Bay Rd.2"d Addtn
Depth of hole bottom: 12 inches Hole No.: 34
Diameter of hole: 6-8 inches Date test hole was prepared: 1-09-02
Soil Data from Test Hole
depth, inches soil texture soil color
cLG� /o
Method of scratching sidewall: nail Depth of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filling: /p IAV Depth of initial water filling: 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by: B.Miller Percolation test started at eZ Maximum water depth above hole
bottom during test: 8 inches Date Z-/O'er Z
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction) (decimal) CALCULATION
g,t'12 START TIME2- , O3_._..___ "'"PERCS A
10,
_
9' y� REFILL I ZU�._ l'S-- !j• -- B
TIME- _ DROP PERd
161!
a6 REFILL zp___ I_'��--._...__.._._ �3!.-�._.._... C
20 /�/z L TIME _ DROP - PERC
REFILL D
TIME _ DROP = PERC
REFILLE
TIME DROP = PERC
REFILL F
TIME _ DROP = PERC
A,B,C B,C,D
Largest#afABC Smalkst#afABC Ingest#afBCD Smallest#DJBCD
X 0.10 = X 0.10 =
Smalkst#c"BC Smallest#afBCD
C,D,E D,E,F
Largest#ofCDE Smalkst#afCDE Largest#of DEF Smalkst#gDEF
X 0.10 = X 0.10 =
Smallest 0 ofCDE Smallest#of DEF
MS TS MILLER'S SEWAGE TREATMENT SOULTIONS
9075 155th Street
Kimball, MN 55353
PERCOLATION TEST SHEET 1-320-398-2705
Test hole location: Tony Eiden/ L2,B3 Old Crystal Bay Rd.2"d Addtn
Depth of hole bottom: 12 inches Hole No.:
Diameter of hole: 6-8 inches Date test hole was prepared: 1-09-02
Soil Data from Test Hole
depth, inches soil texture soil color
1//6* R 3�2
Method of scratching sidewall: nail Depth of pea size gravel in bottom of hole 2 inches
Date and hour of initial water filling: /p1 c;o x17'-L Z Depth of initial water filling: 12 above hole bottom
Method used to maintain 12"of water depth in hole for 4 hours: Automatic siphon
Percolation test conducted by-. B.Miller Percolation test started at 9'
Mabmum water depth above hole
bottom during test: 8 inches Date
WATER WATER
INTERVAL WATER DROP DROP PERC RATE
TIME (Minutes) DEPTH (fraction (decimal) CALCULATION
START
Q ._....... - ..._....- A
TIME PERC
/ 3� DROP
FILL
/OtOG REZo ! /3//G /3/�6 /i PJ� _TIME _ ..DROI.P_ — _ ER- — B
/a1 07 Q
REF/L! 13 ///� ��O� _.'Zl�......._.. ��..f�...-..._...._ ,� .. ..........._. C
7 Z p ��/� TIME _ DROP = PERC
REFILL -----------
..._........................._-....
TIME _ DROP = PERC
REFILL ....._....-._---....._....._... _..._..- E
TIME _ DROP = PERC
REFILL F
TIME _ DROP PERC T
A, B,C B,C,D
Largest##aj(ABC Smallest#ofABC Largest#afBCD Smallest#afBCD
X 0.10 = X 0.10 =
Smallest#afABC Smallest#of BCD
C,D, E D,E,F
Largest#r f'CDE Smallest#ofCDE Largest#of DEF Smallest#o'DEF
X 0.10 = X 0.10 =
Smallest#ofCDE Smallest#tf'DEF
L-13
Gi'?He I FICATIOi4 4 00b2 7 ;}_vi ,--=uL:ir.• 5
Location or Project Lot 16, Block 1, Existing house, Orono
Borings made by S-P Testing, Inc Steve Schirmers Date 5-3-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : [land X or Power Flight or Bucket X
Depth, Boring number_ 3 Depth, Boring number
in 994. 4 in 998. 5
feet Surface elevation feet Surface elevation
0 Topsoil dark brown loam 0 - Topsoil dark brown
0 - 6"
loam
1 - Brown clay loam 1 _ 0 - 1 '
Brown clay loam
6" - 1' 10"-MOTTLED VAIT 1' - 1' 811-MOTTLED 118"
2 - 2 -
Rusty olive brown
clay loam Rusty olive brown
3 - 1110" - 312" 3 - clay loam
Rusty olive brown 118" - 4'
4 - loam 4 -
Rusty olive gray
loam
3 ' 2" _ 5 ' 4 ' - 5 '
5 - 5 -
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 ' feet. End of boring at 51 feet.
Standing water table: Standing water table:
present at 1 ' 10" feet of depth, present at 1 ' 8" feet of depth,
16 hours -after boring . 16 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1 ' 10" feet of depth. Observed at 118" feet of depth .
Not present in hole Not present in hole
Comments: Comments :
L-13
CERTIFICATION 4 00627 Logs Of Soil Rorinc ss
Location or Project Lot 16, B1k.1,Existing house, Orono
Borings made by S-P Testing, Inc.. Steve Schirmers Date 5-3-94
Classifiction System: AASHO USDA-SCS X Unified Other
Auger used (check two) : Band X or Power Flight or Bucket X
Depth, Boring number 5 Depth, Boring number 6
in in
feet Surface elevation 990. 0 feet Surface elevation 988 . 0
0 - — 0
Topsoil dark brown loam
Topsoil dark brown
1 _ 0 - 1 ' loam
Brown clay loam 1 -
1 ' - 1 ' 8"-MOTTLED 118" 0 - 118"
2 - 2 - Gray brown loam
Rusty olive brown 118" - 2-1/2 ' -MOTTLED 2-11
3 - clay loam
3 - Rusty olive gray
clay loam
118" - 3 ' 10" 2-1/2 ' - 3 ' 10"
-
Rusty olive brown Rusty olive gray
loam loam
5
3 ' 10" 5- 5 ' 3 ' 10" - 5 '
- -
6 - 6 -
7 - 7 -
8 - 8 - I
I
End of boring at 51 feet. End of boring at 5 ' feet.
Standing cater table : Standing water table :
present at 1 ' 10" feet of depth, present at 21711 feet of depth,
16 hours -after boring . 16 hours after boring.
Not present in hole Not present in hole
Mottled soil : Mottled soil :
Observed at 1 ' 8" feet of depth. Observed at 2-1/2 ' feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CERT.#00627
PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 5-4-94 924 am.
Percolation test readings made by on starting at m.'
(dart! P'
Test hole location Lot 16 ,Bl k. 1,Existing h olff number 4 , Date hole was prepared 5-3-94
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
5-3-94 5 : 00pm 12
Date and hour of initial water filling ,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 Automatic siphon
Maximum water depth above hole bottom during test 6 inches
Time Percolation
ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
water remaining in test hole
9 : 24 9: 54 6 1-5/8 18 . 5 30 min
9 : 59 10 : 29 " if to of it
10 : 53 11 : 23 it "
Percolation rate = 18 . 5 minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
Percolation test readings made b S—P Testing, INc. 5-4-9 4 m
g y 4• on starting at 9 : 2 5
year.,
Test hole location Lot 16 ,B 1 k. 1,Ex i s t i ng h0e number 5 ,Date hole was prepared 5-3-94
Depth of hole bottom 12 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
5-3-94 5: OOpm 12
Date and hour of initial water filling , 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 Automatic siphon
6
Maximum water depth above hole bottom during test inches
Time Percolation
'.ime interval, Measurement, Drop in water rate, Remarks
minutes inches level, inches minutes per
inch
Water remaining in test hole
9 : 25 9: 55 6 1-5/8 18. 5 30 min
9 : 58 10 : 28 it " of of of
10 : 54 11 : 24 "
Percolation rate = 18 . 5 minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 5-4-94 9 : 26 _.a..m.
Percolation test readings made by o� starting at p.m.
Lot16 ,131k.l,Existing House 6`dwe) 5-3-94
Test hole location ,Hole number ,Date hole was prepared
Depth of hole botto**+ 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 12" Topsoil dark brown loam
Method of scratching sidewalL Knife
Depth of gravel in bottom of hole 2 inches
Date and hour of initial water filling 5-1-14 516epUFinitial water filling 12 inches above hole bottom
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic siphon
Maximum water depth above hole bottom during test 6 inches
Time Percolation
ime interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
8:52 prefill 6
9 :26 9 : 56 11 4-1/2 6. 7 30 min
9 : 57 10 : 2 7 " +' to
10 : 5 5 11: 25
Percolation rate = 6' 7 minutes per inch.
DATE TIM
CITY OF ORONO ICALLEDIN
INSPECTION NOTIC 6`Dj S' SCHEDULED
PERMIT NO. COMPLETED 11 10-ZR-off 11%y U
ADDRESS 3o I S Wa+c�}�w.� Rd
OWNER CONTR. bgit DP^�
TELEPHONE NO.
DESCRIPTION �K L
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION
Z24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 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 PTIC INSTALL. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNER/CONTRACTORTOMEETYOU:XYES_NO
2 COMMENTS: �Uf� — 110 0 noo D°'r t'+'tS
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W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑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
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site: `'I{ {N r-"
Inspector.
White Copylinspector's File Canary Copy/Sits Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. P05&&-7 COMPLETED
ADDRESS "�C IS_
OWNER CONTR.
TELEPHONE NO.
DESCRIPTION �`�l` _ V
01 FOOTING 11 MECHANI AL 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
Q 07 DEMO-FINAL 42§EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL
OWNERICONTRACTOR TO MEET YOURS—No
COMMENTS:
W
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ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector. If
White Copylinspectoes File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION PJOTICE SCHEDULED
PERMIT NO. 10SW7 COMPLETED -a3 i0�
ADDRESS '5015 wR3I
OWNER CONTR. I)CLE Dcrl^
TELEPHONE NO.
DESCRIPTION
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
Z 04 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 <atEPTIC INSTALL. 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNERICONTRACTORTOMEET YOU.)zYES_NO
COMMENTS:
CC
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$�.� dox
W 1
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WU WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY
C) ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
BEFORE COVERING
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTOARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
Owner/Con ctor on site:
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
DATE
TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. PCS 7 COMPLETED
ADDRESS 30
OWNER CONTR.�=.D_ ..SZPA. L
TELEPHONE NO.
DESCRIPTION
4 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Co03 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 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 1 EPTIC INSTALL. 22 FOLLOW-UP
09 PLUMBING RI 3 PTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL // 36 FOUNDATIOWREMOVAL
OWNER/CONTRACTOR TOMEET YOU.j� No
h COMMENTS:
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Q 4-IT C- ,I
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LU ❑WORK SATISFACTORY.PROCEED �f�ROJECTCOMPLETE
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❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
O CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection,24 hours in advance. (952) 249-4600
Owner/Contractor on sit • L)-k_ b"y"
Inspector.
White CopyMspector's File Canary Copy/Site Notice
V
DATE TIME
CITY OF ORONO \ n�Q CALLED IN
INSPECTION NOTICE, O� SCHEDULED
PERMIT NO. COMPLETED
ADDRESS I5 Vvr 1
OWNER L d f, Cc-- CONTR.
TELEPHONE NO. L
DESCRIPTION S e�i: i , — -r n, I�
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
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Q 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 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
07 DEMO-FINAL 15 PTIC INSTALL. 22 FOLLOW-UP
Z09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL
OWNER/CONTRACTOR TO MEET YOWIYYES_NO
COMMENTS: >� `� ` dcc
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OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952) 249-4600
Owner/Contfkctor on site:
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice