HomeMy WebLinkAbout1995-007075 - replacement system PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 SEVER WATER
Permit Number
Crystal Bay, Minnesota 55323 Date Issued:
(612) 473-7357 05/19/95
SITE ADDRESS:
965OLD LONG AKE RU
LSV
P . I
DESCRIPTION:
REPLACEMENT SYSTEM
9,72wer WatPr Permit Typiza NEW SEPTIC SYSTE
Wter Wurk TYPE,' RESIDPNCE
1313300000
01 GEN 100.00
1222200000 A
A i ;ZA
Ln-I! a OV
REMARKS:
FEE SUMMARY:
Rase Fee '. 100 .00
Surcharg,-..
FEre $100 . 50
CONTRACTOR: ArPlicant - OWNER:
.1 vAN !E: ICES INC S4732300 DAYTON ESOCE
3660 HWY 101 S 965 OLD LONG LAKE Rn
WAY 7AT;:71 MN S5391 !DRUNK! MN SS391
,43-4300
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS
SPECIFIED AND ?GREE TO 00, AIL WORK IN STRICT COMPLIANCE WITWALL_CITY OF
nPriNA nRDINANCE.; AND sTATEnF MINNESOTA BUILDING CODE REQUIREMENP:5.
L_
APPLICANT/PERMITEE SIGNATURE ISSUED BY.SIGNATURE
D/1*
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
JOB SITE ADDRESS: 9t, D-12QP 47*"1-
Occupancy
Type: Residential Commercial Other
Permit Type: New or Replacement System, $100.00
Repair Existing System, $ 50.00
(Tanks or Drainfield)
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: 6..0 x,2 Phone Number:
��,� �� /
Mailing Address: ��0 A �I ��A:, r �I AQ City: 9�3 f�
' PhoneNumber: r " 42?—��c5'
Contractor's Name: ��!_� ., ,. _�. 1,d _.��
Mailing Address: e fn/ / City: GJ
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 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.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
171. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: V Precast Concrete _ Other Manufacturer
Tank Capacities: 1) Zo v , gal. 2) /aha gal. 3) /6e:1O gal.
B. Pump Station (if required)
Pump make & model `r (attach pump curve &
literature); system design requires if V gpm at 0,//, feet of head.
High water alarm make & model . Outside
electrical work to be completed by installer electrician 1�
other . Inside electrical work must be completed by
electrician.
C. Treatment System:
/ /)7 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. It
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. l
SignatureofApplicantl� a2 lLtL_L_ Dater/154
MPCA Certification No.:
Staff Review: Approv.. Denial
r Date: ��/ 9 _
Reviewer:
Reason for Denial:
4--a
1 _ T7 �� {�/ARTS
is°#--.
/ INoPart Description7//17/._
���� eJ"' ( 1 Impeller , _7,
i 2 Casing
if3 Mechanical Seal 5 — 6
I /�� 4 Shaft
1 5 Motor 4
6 Bearings, 8
Upper and Lower rt 3
7 Power Cable '
I i
8 0-Ring 1
ii
PERFORMANCE RATINGS(gallons per minute) MODELS
WRI111 WE0511HH Series HP Volts Phase Max.Amp. RPM Solids Wt.(lbs.)
Series WE0512H WE0712H WE1012H WE1512H WE0512HH WE1512HH WE0311 L • 115 9.4
No, WE03111 WE0311M WE0532H WE0732H WE1032H WE1532H WE0532HH WE1532HH WE0312L 230 4.7
WE03121 WE0312M WE0534H WE0734H WE1034H WE1534H WE0534HH WE1534HH 1750 56
HP Y 1/2 % 1 1'/z /z 1'/z WE0311 M /3 115 9.4
RPM 170 _1750 3500 3500 3500 3500 3500 3500 WE0312M 230 1 4.7
5 100 _ 70 80 90 106 — 60 — WE0511 H 115 13.0
10 80 65 76 87 102 112 56 84 WE0512H 230 6.5
15 60 57 72 84 100 108 53 82 WE0532H 208/230 3.4
WE0534H 460 3 1.7
20 36 45• 79 95 105 48 77 /2 60
ti 25 25 �9 74 91 100 45 75 WE0511HH 115 13,0 ✓
--- WE0512HH 230 1 6.5
67 85 96 40 72 ��
3540 61 79 92 35 70 WE0532HH 208/230 3.3
o —__ — WEO534HH 460 3 1.65
40 _ _ 26 52 72 86 30 67 !4'
03 45 10 43 64 80 25 64 WE0712H 230 1 10.0
u. —" WE0732H % 208/230 5.4
y 50 30 54 73 18 60 3 — 3500
WE0734H 460 2.7 0
= 5`'_ —_ 17 42 65 12 58 WE1012H 230 1 12.5
30 54
54
0 60 6 16 40 3 51 WE1032H 1 208/230 7.0 — —
`_ 65 WE1034H 460 3 3.5
70 5 26 47 WE1512H 230 1 15.0
75 14 43 WE1532H 208/230 9.2
80 40
' 90 _ _ 4 33 WE1534H 460 3 4.6 80
100 24 WE1512HH 11/2 230 1 15.0
110 15 WE1532HH 208/230 9.2
120• — — 5 WE1534HH 460 3 4.6
1 --" —
DIMENSIONS
, METERS FEET (All dimensions are in inches.Do not use for construction purposes.)
120 MODEL 3885
35 _ SIZE 3/4"Solids ii10WE15r+r+ -- 12W—_ .__
loo 53/< 1
30 ROTATION
f t
"
so 25 - 8z �1 80 5 FT kJ
=�
‘11.0711 �s 70
20
c 6o i KICKBACK P1 _ t
D"'/3,'/2,3/4 and 1 HP=15"
i5-
50 wt-os+ri , except for model WE0712H and WE1012H=18";1'/z HP=18"
ao EFFLUENT EJECTOR SYSTEM
Effluent ejector system Package Includes:
,0 _
3,) offers ease of ordering III1 Submersible Effluent Pump
` and installation.A single WE0311 L,12L or WEO311 M,
20 ordering number specifies - 12M,WE0511HH,12HH
- Mercury Level Control Switch
1c, a complete system designed A2-5(115 V),A2-6(230 V)
for most residential and Basin A7-1801S
9 0,_ o commercial sump andBasin Cover A8-1822
1 1
1 0 10 20 30 40 50 60 70 80 90 100 GPM effluent pump applications. , 1 Check Valve A9 2.P
Order No.:SWE0311 L,SWE0312L.
0 10 20 m3/h SWE0311M,SWE0312M,
CAPACITYSWE0511HH,SWE0512HH.
9
I
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'%'# CITY OF ORONO
0 AISti I'tell i%1 ' SEPTIC SYSTEM APPROVAL
v,3.a'a, CITY of ORS
ii y iii,` Municipal Offices
� �l`'aa.. �, Past Office Box 66
' ' e( i4m� )C° Crystal Bay,Office
Bo 55323-0066
1kESH��
LOCATION: 965 Old Long Lake Rd.
OWNER: Bruce Dayton
GENERAL CONTRACTOR: SEPTIC CONTRACTOR:
SITE EVALUATOR: S-P Testing REPORT DATE: July 16, 1993
The City of Orono has Approved your on-site system design as of October 20, 199 3
(approved-disapproved) (date)
with the following comments: The drainfield site is granted variances for
setbacks to a well (52 ' , meets state code) and a lot line ( 10 ' , 20 '
required) as no better site is available. The City requires three
septic tanks when a pump station is used (the design indicates only two) .
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. A list of currently licensed septic contractors is
enclosed.
NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior approval of the
Inspector (473-7357). Call for inspections 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 granteduntil the Inspections Department
has verified that primary and alternate sites are adequately protected.
NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainfield sites either before or after system construction. Compaction of these areas could render them
unusable prohibiting the timely completion and or limiting the long term use of the property.
A site copy will be available at the City Offices for the septic contractor.
CITY OF ORONO
9
By _/4 k =/_.,/, /-
Stephen leckman, On-site Systems Manager
TELEPHONE—473-7357• FAX-473-0510
ATESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
July 16, 1993
Bruce Dayton
965 Old Long Lake Rd.
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1 , three
bedroom home in accordance with the Minnesota Pollution Control
Agency Chapter 7080 and local ordinances .
The soils on this site are SCS soils mapped •- HbC - Hayden loam.
A seasonally high water_ table was located a: 76" & 73" , (mottled
soil ) . The bottom of each trench must be located at least 3 '
above the seasonally high water table .
This site has an existing systen (unable to find) with soils .in
the area mottled less than 36" below the ground surface . The
existing tanks are old and will need to be abandoned, pumped
& filled with soil .
The soils at a depth of 24" & 30" have a percolation rate averaging
10 . 8 min;.inch. A Standard bed system may be installed , pressurized
typical of a mound system.
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 weather proof enclosure . A warning device must
be installed . with a light and sound device, this is in case of a pump
failure.. Mercury floats are a good method. The supply line pipe
must have back drainage to the pumping chamber.
All neighboring wells are located greater than 100 ' away from the
proposed treatment area . The well on this site is more than 50 '
away.
CONT' D
Bruce Dayton
965 Old Long Lake Rd.
Orono, Henn. Co. , MN
(2)
Keep all heavy equipment off of the proposed treatment area before and
after construction. The treatment area should be marked off before
construction. This Design is not valid & the System will need to
be relocated if failure to protect the areas proposed for On-Site
Sewage Treatment occurs .
With proper installation and maintenance, this system should have no
problem in treating septic effluent effectively.
Nothing other than gray water, (laundry, showers, etc. ) human
waste & toilet tissue should be disposed of into the septic tanks.
Garbage disposals are not recommended. Smaller amounts of laundry
soaps, dish soaps , cleaning agents , etc. are better for the system.
Antibacterial soaps & chlorine agents may kill the bacteria needed
to treat septic effluent properly. Additives are not recommended,
they may cause harmful damage to your system. Recommend to pump
& clean your tanks by a certified pumper every year if you have
1 tank & every 2 years if you have 2 tanks to insure proper
maintenance.
`S even B. Schirmers os-
SBS/ds
'4
(*TRws C ..---'I.' 4 ----n
-T\ 3, • 1....i.
5
•
p.<3 11,4 (_ r,'s_\, , 'Zs)
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1.1116:J
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4 , SAY '� �+u _ l" Q �' 1`0O'QOXlf-'_) �'( �l _,Np+y�'E -� Q r4
pc7. Y} �'J,'.SY«r( gSSiK 4 F N c?$alirlu� a Z
gFP. WEt� 7,;1
W ~ v -
\ t l r) t. W U .�.. chi
:3./ uh�,11/-it,
-TaM : TEP r7F NOf�TH wEsT
W � � V S'1 rJ
/
Is �� , aF. . p U c u ', , PR Y C-OlYJEI� -1,!ZO J
X ,c S�s4 �� ,; 0 PE RT
PLUSH WITN l�Routl
LP 4 I i -�i', k';,1$
Fp' �„ L7 .�--_, G
\ . 't w N'- < EL-ino.00
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• 1 Pcss�iA Ems-11w. -+� �� ) , > a
S i F+rca4� ia\ 'r'AMNs AgA' o f F _ `:—
J
Cir ti 1�qQ. 4'��-'14 4 T�.w�SOIL �, D p is u n
{' 4�i - - f �� Zj p d cL3 - 6 Percolation Tests Scale: �..=3U
s t' % t- c F a a- XSoil Borings
,CSt3 to A 8 % �O. I Sg r+ tX
x ve,* "'� Q a ao U Ba1ct Mark
L1 _.3 , : r Note: This system is to be constructed to meet
�a m a p Li i c the Minnesota Pollution Con!roi A:ency
Chapter 7080 & Local Ordinanc-
C+
'Y
%
`5g```' �cse�) l�f Check all underground utilities
)4S-5 K
A5S3'1aa
..10`••: - PROPERTY OF:6,1.4. '9XY-(- 0 • •
K- GP As- \-1' -AVL? ' ‘ t-kT-e c o°G
4reSo 1 L "30VA \•,-, +"`6 -Cum g t,�+ O LO LO N U 1.-WPC-
0 ao wro1 - < - V'' � O poS'd� �C r� �r '�F"
.-.------ ----------17:----- -,a.;" - t--, . .4%V i,, " ' t ''S
S-P LES TING/NC.
Oes yned By- i2--a. �jG/�w`�`
Care:L/2_._/-___, PH.6'2 -497-356E',
-----„
-< pc-c,--ns, \-c 1a4 q- 1 1 �.'7 s0.,Fr o - .:.--.• - v
)9'A (00 sf4-,Ptu,;-.--- moo . w t'1a" -14
.0\1 . c\5-‹.Yid' vJi '713?: Va- 1Low \-- 1,-.N ._• ,�
6- 1'iz oiu. _-•.-=,-f ,,'1P z'' ��-
r'e C r=4P. 7----%-k"";)'S- \_
'LM- vx.\,,\/
SET- BACKS
I HOUSE System must be: \
1
Tank :`a: from property lines
).AU- •gst--‘f T 21 from wells
I �;4tY--o\4-r 7p from bldgs.
=1 ATreatment area — 'from lakes,_ streams • 4k
Treatment area do from property lines 4'i'-'N-'vJ11 L to
'U UNoLES )-r:4x Ci'. .0S from wells, 'At.-•Fn-- 50'4
ailt.rFf•-c._ 'from bldgs.
1- - L from trees ote:Power supply and switches must be in a weather SOIL BORING ELEVATIONS
1 I r q proof enclosure" outside•pumping chamber
r zomin. 1 in _-- --- - - - _ THAI EL.-fl
ka
_ --a„pope --o TH."2 EL.-q'l,
/ Tank Tank - i 400 - w �NN�3sc ; I 0 TH.."3EL.-� •3 •
Drop to Tank __ sem_ q Grade /o slope
il csotuo.tn-O►y.-3 TH"4 EL-
•
Min. i''to 8' - ' pumping TH. 5 EL.-
Max.l oto 4' ELEVATION at PROPOSED PUMPING
1- p -1'1 11-5 51a�1L�.Cx,0 Chamber SEEPAGE -BED
4"to 6"dia.pipeCHAMBER- 4o•0uv ci QNW?.- `14-0
A :1..x- x ss-r)}►e . v
-4). S Aa 'v $ i- )P
4t� uJj SosL 04.1595Stifi _SLA' __` S .'i___
SYSTEM DESIGN it,4 G'F _ `ttdo.O
-
TYPE-S,3 BEDROOM - Percolation rate/O.4(min./inch (design /6-30 min./inch)
Treatment area required w/J of rock filter materiol ==t1CAto =11AO sq.ft of trench bottom
Number of tanks required , 1st tank/000 gaL, 2nd tank/Do6 gal. minimums
Clean rock 54 cu.yds. ( 3/4 to 2 1/2"dia.,includes 2"above pipe)
PROPERTY OF. Y - VlLP.(-<04..1.
Pumping chamber capacity= 25% of daily sewage flow of_yam gal.=11�gal.-t•Reserve..storage ol.t Pipe_back age..gaL=- t gal.cap. 61G,5- O._ ) \..0111= '-ASL -4-oA'
i5vuis ax - - ' v4vv P '-sr- .44'n toO ) CYT-01.101-'1 g. ‘A'rvlo1.g . Lo .
( Reserve storage = ' gal./bedroom= 4S gal. t pipe back droiiage 15{gal./1001in.ft..3 pipe- length of pipe needed appy ft = gol.)
Pump ize'L
s _hp'w/mercury float pump controls ►3 -�` dt -► w '--- ik- '-S -' ,n -
NG /N
Note; When constructing bed r- , this area should be shaped Note: Distance from treatment area to neighboring wells— /�t_ i. ', L -
to divert run-off from entering treatment area. t� 4'C 111A-1 '7J' ' - Designed By 7
. — ', ice,-* DH. 612-497-356S
-INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET
FLOW Estimated Sewage Flows in Gallons per day
A. Estimated I-15-'0 gpd (1 Pd)
( measured --- x 1.5= gpd Number
SEPTIC TANK VOLUME of Type I Type II Type III Type
B. a-/00 O gallons Bedrooms IV
2 300 225 180
SOILS(Site evaluation data) 3 450 300 218 60%
4 600 375 256 of the
C. Depth to restricting layer= CA" 4- -9, feet 5 750 450 294 valutsin
D. Maximum depth of system C-3 ft= a-0-r 3.0 ' feet 6 900 525 332 Type 1.
E. Percolation rate 10•ete MPI 7 1050 600 370 iu
F. Soil Sizing Factor /.C.,-7sq ft/gpd(See table 3) i>-Z '"i 8 1200 675 408 columns
TRENCH BOTTOM AREA
H. For trenches with 6 inches of rock below the pipe: Septic Tank Capacities,in gallons
A x F= x = sq ft of bottom area Number of Minimum Liquid Liquid capacity with
Bedrooms Capacity garbage disposal
I. For trenches with 12 inches of rock below the pipe:
AxFx0.8= x x0.8= sq ft of bottom arca 225
3 or as 50 15(00
J. For trenches with 18 inches of rock below the pipe: 4 or 6 1500 2250
A x F x 0.66= x x 0.66= sq ft of bottom area 7,8 or 9 2000 3000
over 9
K. For trenches with 24 inches of rock below the pipe:
AxFx0.6= x x0.6= sq ft of bottom area
BED BOTTOM AREA
L. For seepage beds with 6 or 12 inches of rock below the pipe;
1.5 x A x F= 1.5 x 4S0 x/.Id) 1 Z)sq ft of bottom area Soil Characteristics and Required Areas
,7SL1ZijZO L.'s' -Sl rir.,
for Sewage Treatment
ROCK VOLUME IN CU FTS
Percolation Rate in Square Gallons
M. Rock depth below distribution pipe plus 0.5 foot times bottom area: Minutes pa Inch Soil Texture feet per per day per
M=Rock depth(ft)4;fi inches x Area (H,I,J,L or K) (MPI) galloday
n per square foot
( /.0 ft+0. ft)x 1►a9 = IHt,o cu ft Faster than 0.1• Coarse Sand --
ROCK VOLUME IN CU YDS 0.1 toy Sand 0.83 1.20
6tFine sand•• 1.67 0.60
N. Volume in cu ft divided by 27 to
to is sandy roam I„2?� 0.79
M+27=cu ds*,./+27= .� cu ds -16 to 3Q_ Loam.Gu,Z_ 0.60
Y /7Hl y y 31 to 45 SiltLoam 2.00 030
ROCK WEIGHT 46 to 60 Clay Loam 2.20 0.45
Slower than 60••• Clay ----
0. Cubic yards times 1.4=tons
Nx1.4=tons .4y x 1.4= 9L tons
DISTRIBUTION
(Check one based on slope) ? -WrZ'-r.-) , f74.11. •11.7. r:y.lr".1r1, ti
-1-
\/'Bed(less than 6%slope) ........................60.000.0%.%.-.%.ti•ti.......,.....ti•ti.............5r rr•r .r.e.r•r•rr•r•e.e.r• 2 inch
Cover
.er..r.e.e. •r•r•r•r;r•r•
Trenches rtiftirtirtir~' 'tir~r r4rtif4 ,� „
ftiftif.fti• '...*f:f: \ 1 2- "P1A.
Drop boxes(any slope) ti•ti.ti•ti •.•4••.•5
Distribution box(level to slightly sloping) r•r•r•" •r•r•r•r• *inch Pipe
ti•.0..% •••ti•ti,•5
r r r•r• r•r•.%.s
tK S L S.•ti,••.•ti•5
1M.e.e.e• ...... e.r•
TRENCH LENGTH ▪.0.010%.%. ti••.••.06"..,
r.e.r•r•r•r•r•e.r•r•r.e.e.e• )a
P. Select trench width= • ft ti•ti•ti•ti•ti•ti ....'ti•ti••.•1.••••5
'r•r•r•r•r.r•r•r•r•e.o.o.e.r•
Q. Divide bottom area by trench width: (H,I,J,or K) P= e▪.r.e.r.r.r.r.e.r.r.r.e.r.e.
r•e.r•e.r•e.r.r•e.o e.."•e.e.
ti•ti•ti••.•ti•ti•ti•%"..•%...• ..• 6-24 inch
lineal feet fti;•r•r•e.o.r.e.e.o•e.o.r•e.
ti•�•ti•ti•ti•ti•�•ti•ti•ti•ti.ti4 Rock Below the Pip(
Pt
-+ = lineal feet rti•ti•ti•+•+•ti•t•ti•ti•ti•�•t•ti•5
.r.r.r.r.r.r.r.r.r.r.r.r.r•
LAWN AREA e.e.e.e.•ti•5•ti••.••.••.•ti•ti•5
r•r•r•r•r•r•r•r•r•r•r•r•J•r•
r�ftit~l�rtilyf~t~rtir~r~l r~rti
R. Select trench spacing,center to center= - feet-7,1;,:-.), ~''-'~''''~''''''~'''''-''''
S. Multiply trench spacing by lineal feet R x Q=sq ft of lawn area
I'l x(..c.) = 1140 sq ft
LAYOUT(Use other side)
1.Select an appropriate scale;one square= feet.
2.Show pertinent property boundaries,right-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 system.
5.Show location of water supplv .'.',ll.
A fimoncinn all cnt harks anri .. -,-1r I-I,'T. (tIstnp;t.
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution END PERFORATION OF A PERFORATED LATERAL
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of Gran Cover
water use rate.
•;: Topsoil °�'a,,
2. Maximum suggested for delivery to a drop box of a home system is 2,700 ,,;; .,:Layer of Geot.:tiie Fabric(or four-
.: .
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. Loamy Sand Layer Inch layer of hay or snow covered
. - - .-with red rosin paper)
112"4177. inriENIIIMIl•. Perforation Drilled Horizontally
Pressure Distribution
R ... Into •p Near Top
- !` Al Least le to Eclat3. a. Select number of perforated laterals y t()),4-ph,.Pius Field Rock, •'�• of Rock Layer
b. Select perforation spacing= ) ft. Pe er
rforotlans Located or
c. Subtract 2 ft.from thehrock layer length. peon sand Layer Bottom of La,erai
Rock layer length-2 ft .=Sl ft. 1 :..; a:- `� .-0- ..
rlabinal Soil Properly Scarified
Before Placing Sand Layer
d. Determine the number of spaces between perforations.
Length perf.spacing= .f c./ ft.+ '? ft.= 1 c1 spaces
TABLE OF PERFORATION DISCHARGES IN GPM
e. 19 spaces+ 1 = :1.O perforations/lateral
f. Multiply perforations per lateral by number of laterals to Head Perforation diameter(inches)
get total number of perforations. 7/ 1/
�„e x -A9,-,-.,. sea perforations.
1.0a 0.56 0.74
1.5 0.69 0.90
g. p�er-O. x a = y S gpm• 2.Ob 0.80 1.04
2.5 0.89 1.17
SELECTED PUMP CAPACITY 1 gpm 4.0 1.113 1.47
I-4 `(
5.0 1.26 1.65
B.Determine head requirements:
aUse 1.0 foot of head for residential systems.
1. Elevation difference between pump and point of discharge. bUse 2.0 feet of head for other establishments
1 a feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
. .. feet
3. Friction loss Pipe Length +
a. Enter friction loss table with gpm and pipe diameter. Point of Discharge
Read friction loss in feet per 100 feet from table. 1,c..0
F.L.= 3.a.4( ft./100 ft of pipe Elevation Difference
b. Determine total pipe length from pump to discharge Pump IN.t)
point. Add 25 percent to pipe length for fitting
loss,or use a fitting loss chart. Equivalent pipe F-18b
length-1.25 times pipe length= 1.5 inch 2.0 inch 3.0 inch
I LD x 1.25= a.0 0 feet gpm Friction lou per 100 ft of pipe
c. Calculate total friction loss by multiplying 10 0.69 0.20
friction loss in ft/100 ft by equivalent pipe length. 12 0.96 0.28
Total friction loss= 3e.R`d x 2,(.)O +100. '1 feet 14 1.28 0.38
4. Total head required is the sum of elevation difference, 16 1.63 0.48
special1head requirements,and total friction loss. 20 2.03 0.60
q 20 2.47 0.73 0.11
25 3.73 1.11 0.16
a + S' + / 30 5.23 1.55 0.23
(1) (2) (3c) 35 7.90 2.06 0.30
40 11.07 2.64 0.39
45 14.73_ ._3. L 0.48
TOTAL HEAD a`'I feet 50 3.99 0.58
55 4.76 0.70
60 5.60 0.82
C. Pump selection
1. A pump must be selected to deliver at least Li s',gpm (Step A)
with at least ay feet of total head (Step B).
L-13
CE'RTIFIEATION 4. 00627 Logs of Soil Borings
Location or Project Bruce Dayton, 965 Old Long Lk.Rd. ,Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 7-8-93
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight g or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 96. 3 feet Surface elevation 97 . 1
0 Topsoil dark brown sandy 0 Topsoil dark brown
0 - 8" loam
1 _ Brown sandy loam 1 -
G - 1 , sandy loam
Brown sandy loam
8" - 1 ' 8" 1 ' - 1 ' 8"
2 _ Olive brown clay 2 _ Brown sandy clay loam
loam 1 ' 8" - 2-1/2 '
1 ' 8" - 2 ' 10"
3 _ 3 _ Brown loamy sand
Olive brown loam 2-1/2 ' - 3 ' 8"
2 ' 10" - 4 ' 2" rla _
4 - 11
Brown 4 ' 2" .- 4 ' 4" fooaTYnein E
sand Brown loam
Brown loam
4 ' 4" - 4 ' 10"
5 - Brown4 ' 10" - 5 ' 4" losaXidmediu n 5 - 3 ' 8" _ 5 ' 4"
Brown loamy sand
Brown loam 5 ' 4" - 5 ' 8"
6 - 6 - Brown loam
5 ' 4" - 6-1/2 ' -MOTTLED 5 ' 8" - 6 ' 4"-MOTTLED 6 ' 4"
6-1/2' Rusty olive brown loam
7 - Rusty olive brown loam 7 - 6 ' 4" - 7'
6-1/2 ' - 7-1/2 '
Brown medium sand
8 - 7-1/2 ' - 8 ' 8 -
End of boring at 8 ' feet. End of boring at 7 ' 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 hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 6-1/2 'feet of depth. Observed at 6 ' 4" feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CERTIFICATION 4, 00627 Logs of Soil Borings
Location or Project Bruce Dayton,965 Old Long Lk.Rd. ,Orono
Borings made by S-P Testing, Inc. Steve Schirmers Date 7-8-93
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 3 Depth, Boring number
in in
feet Surface elevation 97. 3 feet Surface elevation
0 - --- 0 -
Topsoil dark brown
0 - 10" sandy loam
1 - 1 -
Brown sandy loam
2 - 10" - 2 ' 4" 2 -
3 - Rusty gray brown -
loamy sand 3
•
2 ' 4" - 4 '
4 - 4 -
Olive brown loam
4 ' - 5 '
5 - 5 -
Fine 5 ' - 5 ' 2"sandyessilty
Brown loamy medium sand
'"'
52 - 6
6 - 6 -
Olive brown loam
6 ' - 6-1/2 ' -MOTTLED E-1/2 '
7 - Rusty olive brown 7 -
loam
8 - 6-1/2 ' - 8 ' 8 -
End of boring at 8 ' feet. End of boring at 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 hole X Not present in hole
Mottled soil : Mottled soil :
Observed at 6-1/2 'feet of depth. Observed at feet of depth.
Not present in hole Not present in hole
Comments : Comments :
CERT.#00627
. PERCOLATION TEST DATA SHEET •
a.m:
Percolation test readings made by S—P Testing, Inc. on 7-9-9 3starting at 8 :32
p.m.
,Lnr�
Test hole location
965 6 5 Old Long Lk.Rd. Hole number 1 Date hole was prepared 7-8-93
Depth of hole bottom 3° inches. Diameter of hole 6 inches
Soil data from test hole:
Depth. inches Soil texture
0 - 8" Topsoil dark brown sandy loam
8" - 20" Brown sandy loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
7-8-93 12. 30 m. . 12
Date and hour of initial water filling , yepth ot 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
• 8 : 20 prefill 6
8 :32 9 :02 II 1-1/4 24.0 30 min
9 :05 9: 35 " II
9:36 10: 06 " " " " "
Percolation rate = 24.0 minutes per inch.
•
CERT.#00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc. on 7-9-93 starting at 8: 33 41110_
965 Old Long Lk.Rd. 2 7-8-93
Test hole location , Hole number , Date hole was prepared
Depth of hole bottom 30 inches, Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 12" Topsoil dark brown sandy loam
12" - 20" Brown sandy loam
20" - 30" Brown sandy clay loam
Method of scratching sidewall Kn i f P
Depth of gravel in bottom of hole 2 inches
7-8-93 12 . 30pm 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
•
•
8 : 20 prefill 6
8 : 33 9:03 II 4-3/4 6. 3 30 min
9 :04 9:34 II 4-11/16 6.4 to "
9 : 37 10 : 07 " 4-5/8 6.5 " It
I
I
Percolation rate = 6•4 minutes per inch.
CERT.#00627
PERCOLATION TEST DATA SHEET
S-P Testing, Inc . 7-9-93 8: 33 �.m.)
Percolation test readings made by on starting at p.m.
(date)
965 Old Long Lk.Rd. 3 7-8-93
Test hole location Hole number , Date hole was prepared
Depth of hole bottom 24 _inches. Diameter of hole 6 inches
Soil data from test hole:
Depth, inches Soil texture
0 - 10" Topsoil dark brown sandy loam
10" - 24" Brown sandy loam
Method of scratching sidewall Kn i f P
Depth of gravel in bottom of hole 2 inches
7-8-93 12: 30pm . 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
•
8 : 20 prefill 6
8 :34 8 :44 t, 5-1/2 1. 8 10 min
8: 45 8:55 II4-15/16 2.0 ii "
8: 56 9:06 It 4-7/8 2.1 "
9:07 9:17 4-7/8 2. 1 II
"
2
Percolation rate = '1
minutes per inch.
PERFORATED LOAMY SAND CAP
LAYER OF GEOTEXTILE
LATERALS FABRICPERFORATED LATERAL
�• ~ • GRASS COVER 6 INCHES
SANDY LOAM SOIL •..,.,.;.- r•q:,' TOPSOIL
/i �' '•t' :LEAN SAND FILL
;, /' /... •Ti', •
MAXIMUM SLOPE—� �`-
/ /•• . T' 3 TO I
LAYER OF GEOTEXTIL / y� •
LEAN ROCK 4"
FABRIC OR 4 INCHES OF`, "' ; ' /.17., /
TOPSOIL PLOWED OR '✓. fro rh INCHES �e SLOP(
HAY COVERED BY " / j DISKED SURFACE
BUILDING PAPER \ ?' ; suesolL
I/ OR 2" �. /f• • �, � CROSS SECTION A-A
PIPE FROM PUMP •`;• '� /j / 1
% %, / /,
Iv
/ PIPE
/• • • PUMPING CHAMBER
CLE4ANZI6.ROCK ,71-• /� 'i• ,�.pr,. `1/ // DIVERSION FOR \ \ I I 1
' ,r/ /' J SURFACE WATER w ;
6" TOPSOIL, /•: • / I, o r '�
-.......;„.,..,K-..,„_. , .."--. .., , ,./. /7. . _
rr •.•3 ipLEARTFEoRRAALi's...•„„\I
``+:ti_ - ��: "/ � � ,j�t
S NO AN 4.';',:!,..11..4..."...• z .
FILL O ` • v �"( t'• - :. BED AREA � �� v
9Rok ' AYER UP •1` _..A---:-:-....,:::.... _ ..„, j W •
0
9gRRIFRRAI 0 i I m
LAYER - — — i i I\ 1 . -
- --- — .: 1._..„_0_,._0 I • •--
LAYOUT OF PERFORATED PIPE LATERALS FOR — ES ' � INCH:
PRESSURE DISTRIBUTION IN MOUND --
- L _ _ —' I
0I KE - _! 10 MAX.
FAVT�_DIKE `
.-PERFORATED PLASTIC PIPE
p�j(I TOTAL WIDTH
—
®/ CO
PERFORATIONS SPACED 36" RATION SpA _- 1 I I ! I •I 1 1 1
END SIZECEMAY RBEP}1`FOR,A=TION ' \ A ptRFO PLAN VIEW
VIEW OR v; '� 16 1,
•
2"MANIFOLD END PERFORATION OF A PERFORATED LATERAL
PIPE
�/ -Grow Cora
PERFORATIONS ON BOT TOM OF ;ir' !
PLASTIC PIPE '•Nl.
9 •� TopcouN
0. �—— Vit-_ ,
\>..........c.........�/ .� Loamy Sond Layer 'Layer
ck toyer of boy
orlle straw ricovered
four.c for
a(ALTERNATE LOCATION woo te• town pope')
OF PIPE FROM PUMP(
• Frrr. .�B--Perlar.lon O inti Horlaontally
/'/� •• .�In,o C p ►Mor Top
ZCAP p ,e- ._ —M Laos 12'to Edpe
Q Ar( •flAt . .o.Plus
Rock._ _• • ".••'' of Rock Layer
D L \ PwIWJ114f1{Located 01
— ipRAl E 2 PIPE FROM • Clean Sand Layer Bottom of Lateral
`� OF pER PUMPING CHAMBER `_
V GIN / '1► yr--'tea•
\a".. .''.
LEN L 8.1w.l soil Properly Laser
�,/ &w o Marano rSorsaProperly
Lay er
•
F-8
REDWOOD. CEDAR OR
WATER TIGHT a LOCKABLE ELECTRIC BOX--N TREATED POST (4 x 4 min)
PLUGS OR ELECTRIC CONNECTIONS -`_ �' —AL INSIDE ELECTRIC CONNECTIONS MADE
2" BOX
PVC CDUIT SCHENE 80 6"SPACE LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED !� LOCKED SETTLEMENt
SEALED MANHOLE RINGS— _ I.FINAL GRADE
_____1 V\/ . P< 1
' •"> �— AT LEAST 12" "4'^
BELOW GRADE
UNION
.._,, i• i WIRE FROM POWER SUPPLY
-_ i` PIPE�JMIS LAID ON A UNIFORM SLOPE FROM
/!! . FOR PROPER DRAINBACK IL TREATMENT AREA
SEALED TANK COVER- . IF PIPE AT TANK MUST BE LOWER THAN
• INCH
TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A 1/4 WEEP HOLE MUST DE USED
WITH ANCHOR-------.� — WEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT---
NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
._START_L.E VEL_9__ _ .r ___ MUST NOT RUN OVER ANY TANKS BUI
MUST BE LAID BESIDE OTHER TANKS
3"3 `s. AND MUST BE PLACED IN CONDUIT
ALONG POST
SHUT:OFF_LEVEL_V— __ __ _ ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOAT- �� CONTACT.
1000
4
Figure F-R
METAL
COVE
,01
—1- r, b
I.r I4CONCRETE
MANHOLEy
RING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figure C-14
VERTICAL SIDEWALL SEPTIC TANK
/--FINISHED GRADE
LEAST v,,__.__x—./_. 6"TO 12" SOIL AT LEAST
4" DIA. , COVER 4" DIA.-�`
1 4
MIN•i i FAT LEAST I'—_ t_ I J AT LEAST I"
l a.1 ._
• A DIMENSIONS FOR_TANKS WITH VERTICAL_SIDES A "
_ ST WIDTH W 241 MINIMUM _--
}
LENGTHI L 2 TO 3 TIMES THE WIDTH
B DIAMETER GO" MINIMUM __ ___.-
4
`� DEPTH O 30 MINIMUM; 78MAXIMUM -_--- C
A 0 2 0
AT LEAST —8" s"_MINIMUM�_0.2 0 MAXIMUM _» 6" -
3" c 0 4 0
— - - AT LEAST 4 FEET- -- -
TIDY S: '
1 Smut NIY TEES Al I►AST I mu ES IN WIAW►lffl 4 AWAITS'CIVIL"STULLtE LOCATED WOIIN 171NCIIFs
7 mini siINI UC our.C1f11K711f WWI.OUS.NY I►A51 K 11E wwAK.LE 6WITI M ROY INDIES Of 111CSU(VVACE
NAN-11SKMN N{I LOCAIf II Will IN 6 I LE I OI All TM* HE OC)VEITIAJSI IE SEW[010 PI IEVCIII ACCESS
'NAILS I CrrAtIA1UNUISINICE M TWF EN TNT)Of METrr'f AM)
3. AN IISI'EC IION MC Of AI LEAS!4 NCI WS DIA41E11 NFATESTPO111 on BATTLE WALL NO IESS IIIANIINCI ES
Of)A MANHOLE SUN.I RE LOCA!COMM 1:0111 LIE Nl IT 00 ITO M)IW THAN It"CUES.
MO OUILL I ULVRYS THE CEITIEIILNE Of II f.rI:J'EC1tON A ►O)1gI1101TIAl CYIrinncAI TANKS DI►ICTTLIUN A ISO.ISD
1•if'LS SIMI.UE ltiC AAA*AS 111E CCNIl01 NF ltr 114E AND OIM NSICMI C IS 01!(1.
ON RE Al Ir 1lES Al/WIONSI'IC I E*I
I'd C TAW Rf LOCAtLuf*IWIfN TIIf lift AHI01111IT
nN rI1S —
. r PMARKS tilillrlinill Mai
WillkilillIMAM 20" rr
* III _ ,.- MANH2-E l.r•til 1' tr
•
INLET 6 :t T' 'N''' • ,'` .,` 6 OUTLET
27, ', ,;OUTLit LEVEL .�, y 1 Al 3e �'
I i •
CLEAN OUT TANK WHEN:
M XIS 3"OR LESS OR
1 B "B"IS 12"OR LESS
**
I
_—:•- , -- -- =_ =a 1
::: :: ' :• BLACK COLOR
1°':
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICESCHEDULED rfl -- 47i'ic
PERMIT NO. "1
��,�/�� COMPLETED
ADDRESS ! L/.G LLjkP �.
OWNER CONTR. te// j->
TELEPHONE NO.
DESCRIPTION
IQ 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
H 03 INSULATION 24/25 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 SEP LL. 22 FOLLOW-UP
IQ 09 PLUMBING RI 35 HARD COVER REMOVAL
10 PLUMBIN / 36 FOUNDATION/REMOVAL
OWNER/ • . 1G • 0 MEET YOU:____YES_NO
ff
2 COMMENTS: 7:2300y- a, , 0 cc
Q.
0
0
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CC
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w• ❑WORK SATISFACTORY:PROCEED , PROJECT COMPLETE
C ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
w
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 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.
1
Call for the next inspection 24 hours in advance.473-735r-
Owner/Contractor
73-735 Owner/Contractor o
Inspector. iL� 1` Aie °2419
White Copy!Inspectoes File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICESCHEDULED
PERMIT NO. /D-7
COMPLETED
ADDRESS f C/W23 Lk
OWNER CONTR.
TELEPHONE NO. ,,�
32 DESCRIPTIONgO2—
Uj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 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 2 21 COMPLAINT
07 DEMO-FINAL 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
• OWNERICONTRACTOR TO MEET YOU:_YES NO
47 7
COMMENTS: ,231►. �!
CC
LLi Q.
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cc /00 Isiti-N-;0
cc
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dIOFTK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
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CC 0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS.
INSPECTOR WILL RETURN ❑ PHOTO TAKEN
ElSTOP ORDER POSTED.CALL INSPECTOR 0 CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next ins. - ion 24 hours in advance.473-7357
Owner/Contractor o ' ' -•
Inspector. /lOPAlrto
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO / CALLED IN
INSPECTION NOTICED 73 SCHEDULED D4 /-
PERMIT NO. COMPLETED
ADDRESSZakt: /P .
OWNER ONTR.
TELEPHONE NO. h?�:t' - DDESCRIPTION1��Y7
Lu 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
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
is 07 DEMO-SITE 27 SEPTIC M . 21 COMPLAINT
**-1 07 DEMO-FINAL �.r f-ti�� 22 FOLLOW-UP
Lti 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUM
36 FOUNDATION/REMOVAL
OWNER/ RTO TYO , ?'O
COMMENTS: /
CC
LAJ
cc
0
cc
0
L
CC
W
CC
, WORK SATISFACTORY:PROCEED CI PROJECT COMPLETE
W
CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
C ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED
❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
OwnerlContracto!A • '
Inspector. Wil/'
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DATEIME
CITY OF ORONO CALLED IN 6—Z3-9" : L'o
INSPECTION NOTIC ' SCHEDULED 4, - 3 ,j
/
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PERMIT NO. SCOMPLETED
ADDRESS /y6s- G�JI pf f7z, e cAv /
OWNER CONTR.
TELEPHONE NO. •
/
DESCRIPTION 4442.,c6.:,
ti--- be.,2,e_k yYIGc.t,
Lj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
1, 07 DEMO-SITE 27 SE T. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC ALL. 22 FOLLOW-UP
LU 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
v 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNERICONTRACTOR TO MEET YOU: YES NO
a COMMENTS:
W
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O ❑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
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the ne t inspection 24 hours in advance.473-7357
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V
DATE TIME
CITY OF ORONO CALLED IN 631
INSPECTION N ICE SCHEDULED
�� q{QQ
PERMIT NO. D 15-
OOMPLETED
ADDRESS 715- 0/c/i ,
OWNER CbhTR. /1/aIr`
TELEPHONE NO.
DESCRIPTION
6.
Uj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
C 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
Z
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
- 09 PLUMBING RIc 35 HARD COVER REMOVAL
-C IliMall
✓ 10 PLUMBIN 36 FOUNDATION/REMOVAL
' OWNER/ T OR TO MEET YOU: YES N
2 COMMENTS: ' l 10Y - �
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yytiidy31
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<o o o LP-, '
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
U BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspec�•n 24 hours in advance.473-7357
Owner/Contractor o ,"/���,. ,....-
Inspector:
Inspector. _d�/%�.A� / ,/, ,,�lt
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