HomeMy WebLinkAbout1995-007074 - septic replacement system PERMIT
CITY OF ORONO ,
PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 5?,EWER & WATER
Permit Number:
Crystal Bay, Minnesota 55323 007074
t
Dae Issued:
(612) 473-7357
SITE ADDRESS:
900 LOW; LAKE - .
P . I . ti . : -1I -23-14-0001
DESCRIPTION:
REPLACMET !:YSTEM
Sewer & Water Permit Typc, NEW SFPTIC SYSTE
Se:wer & ,D.ter wcifk lype RESIDFNE
1313300000
01 GEN 100.00
1222200000TI
;21 GEN .50
rurrie Ti 711
1...smi.di IL 1JVA.I.IV
RECEIPT-THANA vuli
#33.250 C001 ROI .TQZ4E
06/1Y/-z;
REMARKS:
FEE SUMMARY:
Base Fee 100 . 00
Surcharq EV.,
Total Si00.
CONTRACTOR: - Applicant - OWNER:
SULLIVAN' S SERVICPS INC DAYiON BRUCE
2f=60 HWY 101 S 900 OLD LONG LAKF Rn
MN T-..S:?9
, , I
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS
spEcIFIED NO AGREETo DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF
ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CnDE REQUIREMENTS
.
4e, &MI ALY)
APPLICANTPERMITEE SIGNATURE ISSUED BY:SIGNATURE
. , 11° 14
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
JOB SITE ADDRESS: o/0 5-1--d p �X,'e� 4r,„.0
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: L«, � Phone Number:
Mailing Address: o B_���., a.A2./f City:O -d bp:
Contractor's Name; /Q_ ����oao� PhoneNumber: `f72--V3ov •
Mailing Address: _7‘,/�, jo L. City: j� _ Tp: """T"--.35
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.
V 1. 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: ✓Precast Concrete _ Other Manufacturers O,
Tank Capacities: 1) j z v gal. 2) /ono gal. 3) %trap gal.
B. Pump Station (if required)
Pump make & model (attach pump curve &
literature); system design requires /4, gpm at 3c- feet of head.
High water alarm make & model . Outside
electrical work to be completed by installer electrician
other . Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. Mound
Depth of rock below pipe " Rock bed dimensions /v 'x 6r,
Drop Boxes
Sand bed dimensions yt' 'x Jo 2--
Distribution Box Pressure Dist. Pipe Diam. "
Maniford Pipe Diam.
D. Final Cover/Topsoil to be: borrowed from site
ow location on site plan)
l 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.
Date: 6 bfr/i >^
SignatureofApplicant: _V,-
MPCA Certification No.:
Approv Review: . Deni.
Reviewer: �t di, ' Date:
Reason for Denial:
ii) C' �e . PARTS
a. / r -- ,
No Part Description 7
/& 1 Impeller
r?; /" 2 Casing
't1' ' . ��� 3 Mechanical Seal 5 6
'��� � 4 Shaft
5 Motor 4
6 Bearings, g 3
Upper and Lower .i �-'
7 Power Cable
8 0 Ring1 1
.....4..... iia
--fee°"C. 2 l°""- ")
I
PERFORMANCE RATINGS(gallons per minute) MODELS
WE051 WE0511HH Series HP Volts Phase Max.Amp. RPM Solids Wt.(lbs_)
Series WE0512H WE0712H WE1012H WE1512H WE0512HH WE1512HH
iWE0311L 115 9.4
No. WE03111 WE0311M WE0532H WE0732H WE1032H WE1532H WE0532HH WE1532HH WEO312L 230 4.7
WE03121 WE0312M WE0534H WE0734H WE1034H WE1534H WE0534HH WE1534HH 1750 56
HP 'r, /z '/4 1 11/2 /2 1%2 WE0311M A 115 9.4
RPM 1750 -1750 3500 3500 3500 3500 3500 3500 WE0312M 230 1 4.7
5 100 70 80 90 106 - 60 - WE0511H 115 13.0
10 80 65 76 87 102 112 56 84 WE0512H 230 6.5
y 15 60 _ 57 72 84 100 108 53 82 WE0532H 208/230 3 3.4
20 36 45 79 95 105 48 77 WE0534H 460 1.7
WE0511HH 1/2 115 13.0 ✓ 60
07 25 _ - 25 74 91 100 45 75 WE0512HH 230 1 6.5
A 30 67 85 96 40 72 ‘z
3 35 40 61 79 92 35 70 WE0532HH 208/230 3.3
Y a WE0534HH 460 3 1.65
- 40 __-_-_ - 26 52 72 86 30 67 /4
- -- -
1. „? 45 10 43 64 80 25 64 WE0712H 230 1 10.0
50 - 30 54 73 18 60 WE0732H 3/4 208/230 3 5.4 3500
iz 4 0G 17 42 65 12 58 WE07341-1 460 2.7 70
Ta 60 6 30 54 3 54 WE1012H 230 1 12.5
1 r 65 16 40 51 WE1032H 1 208/230 7.0
` '0 5 26 47 WE1034H 460 3 3.5
75 14 43 WE1512H 230 1 15.0
80 4 40 WE1532H 208/230 9.2
-
9U 33 WE1534H 460 4.6 80
100 24 WE1512HH 1/2 230 1 15.0
- WE1532HH 208/230 9.2
110 15
120 5 WE1534HH 460 3 4.6
DIMENSIONS
I.,t.0,3`; [Err (All dimensions are in inches.Do not use for construction purposes.)
1-,,0MODEL 3885 `
SIZE 3/4"Solids
.,..
„ , J
WE_15HH _.. . . - 12'1"-- _..-1 0, _is
'.0
100 _53%"
ROTATION
)u '
.
5GPM
5 ET8'1 �. k,„.1
`I►J ••� 3i
t a 70
a C` 60 KICKBACK L_- 1/► 11 i
I 1 D`Y3,''/2,%and 1HP=15" •
s� yo wres iH except for model WE0712H and WE1012H=18';1'/HP=18"
EFFLUENT EJECTOR SYSTEM •
40
' Effluent ejector system soli Package Includes:
10
3) �L Submersible Effluent
offers ease of ordering v Pump,
and installation.A single WE0311L,12L or WE0311M,
20 12M,WE0511HH.12111-15 ordering number specifies
( ;;, Mercury Level Control Switch
10 a complete system designed A2-5(115 V),A2-6(230 V)
for most residential andBasin A7 18o1S
n j commercial sump and Basin Cover A8 1822
.1 10 20 30 40 50 60 70 80 90 100 GPM effluent pump applications. I ' Check Valve A9-2P
1 t Order No.:SWE0311L,SWE0312L,
0 10 20 m3ih �t SWE0311M,SWE0312M.
CAPACITY SWE0511HH,SWE0512HH.
9
y. 1
%:;.V1. ' CITY OF ORONO
�/ ® 4-` SEPTIC SYSTEM APPROVAL
i57 j �� -� I,j1CITY of ORONO
�A 1) iT it,e • Municipal Offices
\\ ► c'���t.{� Pout Office Box 66
�L , �iP,�G ' crystal Bay,Minnesota 55323-0066
ikEsIkha
LOCATION: 900 Old Long Lake Rd.
OWNER: Bruce Dayton
GENERAL CONTRACTOR: SEPTIC CONTRACTOR: Sullivans
SITE EVALUATOR: S-P Testing REPORT DATE: May 23, 1995
The City of Orono has Approved your on-site system design as of June 12, 1995
(approved-disapproved) (date)
with the following comments: The septic system to the East must be located
prior the issuance of a final inspection to assure the adequate size
and construction of this system.
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 granted until 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 *RONO
By fefirit....) ......tafriii------
Stephen eckman, On-site Systems Manager
TELEPHONE-473-7357•FAX-473-0510
S-P TESTING, INC. Steven B. Schirmers — MPCA Cert. No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
May 23 , 1995
Bruce Dayton
900 Old Long Lake Road
Orono, Henn. Co. , MN
This On-Site Sewage Treatment System is Designed for a Type 1, five
bedroom home Designed in accordance with the Minnesota Pollution
Control Agency Chapter 7080 and local ordinances .
This site has an existing non-conforming system with the bottom being
located less than 3 ' from the seasonally high water table, (mottled
soil) & is hydraulically overloaded. The existing tanks located
northwest of the home will need to be abandoned, pumped & filled
with soil & new tanks installed. The tank & system may be used
upon approval by the local Inspector, located east of the house
used for guest rooms. The system was not found & I recommend
to connect to the new system.
The soils on this site are a clay loam. A seasonally high water
table was located at. 32" & 34" , (mottled soil) . Due to the
seasonally high water table, a Pressurized Mound System will need
to be installed to treat septic effluent.
The soils at a depth of 12" have a percolation rate averaging
11.2 min/inch.
A pumping chamber will need to be installed to lift the effluent
to the treatment area.
The manifold and supply line pipe must have back drainage to the
pumping chamber. The distribution pipes shall have their ends
capped. Be sure the rock and sand fill material are clean. The
sod layer below the entire mounded area must be turned over, just
break up the sod, be sure not to over work.
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.
All neighboring wells are located greater than 100 ' away from
the proposed treatment area.
CONT' D
i
Bruce Dayton
900 Old Long Lake Rd.
Orono
(2)
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 into the septic tanks. Garbage
disposals are not recommended. Excessive amounts of soaps, cleaning
agents & chlorine agents may kill the bacteria needed to treat
septic effluent. Additives are not recommended. Recommend to pump
& clean your tank through the manhole by a certified pumper every
year if you have 1 tank and every 2 years if you have two tanks.
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.
cf -
teven . Schirmers
SBS/ds
i x,sriti4 b".'Ci•.-toa.'?
vTA. K VA�ou) i.-1,..� 't(..-s / A- ;
4 • 17 I 551, lq
orb
o4 ��314 t ,
��
30, i�L '� ALS cz { �q . c' � lie, nit-)
o 0'F *41 -'�
-Cts 4�o4oS ) -C tKtti�.a-f A xA
y: � c 4 IW,IV or s-fit -f0�c01-141 6t1D %)10 i
CITY OF O _ O -,� �(�
OUILDING ; '. PL . , REV$
9G INSPECTOR i../51r—,� ../«l�
ss' �2" 6► PERMIT NO.
���L DATE -
ExiSTWL, 2g' - f APPROVED AS SUBMITTED .
•
r•ousE \ • 4 APPROVED WITH CORRECTIONS AS NOTED
NOT APPROVED — CORRECT & RESUBMIT
3, TDP of 1Ni,vcv `,iri&
'these comments are for your Information. All work shelf Se MOM T(3M
c/. m tell compliance with all applicable building &zoning Mee O.
S3t. nulternents including items not specifically noted in tatmutingo2 / &vv frRoUND
I�,, , r HU
mutingKEEP THIS PLAN SET ON SITE AT ALL TIM . EL-/ob•av
. 1 K y
q' ..
�.-
i� 59.9 4„ k. 97.L BLA g/vE
-,0' A4nc"t, oa.� �` 6 Percolation Tests Scale:
a0 SE e� .? itat � � s.�e�� �S �4.,( jF,.' (r XSoiI Borings
'rH4� vwJ� v r 2VQ SJ, -• . 8).3 3 ,$Bench Mork
4--. ��\ - • Note: This system is to be constructed to meet
<'$ <`tea., \ -Sz' the Minnesota Pollution Control Agency
\,����\ • —– _ _ /�\' �o� Chapter 7080 & Local Ordinance
yvt
•
Sys\ te�.s• Check all underground utilities
wpb \ �� , r,..„y
•
wvo•D-ea • PROPERTY OFV.'1
a1(2 - 1...-01.-Nlo \-.401.- - gam.
.\ x 0 )-k0 1--, . iS . 6.0
poN�� "z" -----'-,,.\
S-P TEST/NG/NC.
,� 89.3
ti Designed By-1tn.v-63z 7,
'v • Date: /3S/ PH.612-497-3566 •
I
I to i.Lr4i' •Rol-* $VO11 (QS - 7.-c,"'
;
1
- 1c) - 3.� �'1 0 U'rs� 3.4
bo 544c ` "- 112'3
SET- BACKS 1. I j /0' ,1 1
HOUSE System must be: •
I\
Tank .1.' from property lines X - S F- -'<l d*- c2)A S' -
.2 from wells
off, from b'dgs.
-"n; Treatment area =•from lakes, ._' streams
Treatment area ao from property lines NOTE:Power supply and switches must be located in a
t-144-410L-6s +�+:�" 17• 1 IC from wells weather proof enclosure outside the pumping chamber and manhole
_QRLCF��c_ 2.4_'from bldgs.
�ooa.�,-qy.e ?' L; �, 12'from trees S _r SOIL BORING ELEVATIONS
I 1 I' ,ao,o I f— II
Utz v��( min. - -- TH.'1 EL.-5'J.,14
1 o TI-1.°2 EL.-.L.s
pe4seeni / -90'- grade� /o
Tank TH d3 EL.- s
�,,,,,,,,,�qa.s Tank PRESSURE DISTRIBUTION MOUND SYSTEM
Drop to Tank �� TH74 EL:
Min. I"to 8' ILPumping
TH."5 EL.—
Max.I"to4' 4 Y.--? -CA1.1V-S SNA A��..o(Ai Chamber ELEVATION of PROPOSED PUMPING
CHAMBER- %I.('Leo. �w�•Q ,sa.c�
.4"to 6"dia.pipe _ $Asm --- Ss. 113 sty.c.cR.-qL.S
SYSTEM DESIGN -MOUND • A•The ew . mow%►.) .))k " - °I1.5
•
TYPE- , ....S._ BEDROOM , Average percolation rote 1). min./inch (design.83 sq.ft treatment area per gal.of daily sewage flow)
. t)SO gal./dayx.83sq.ft/gal. (,atesq.ft.oftreatment area +10%_ ' _sq.ft. ( . 10ft.width= toc/ ft.lenglh of bed area+side slope run .. ...toI x height= _ _.4 ft.lawn.area needed)
aeon rock needed- L v9 sq.ft.treatment area x /•O S' depth of rock=�lLte cu.ft=27= a') cu.ydss(3/41to 21/x'dia. ,includes 2"of rock above pipe)
-C4?-4.4--- ±�r Clean sand fill below rock needed a.0 cu.yds. approx. , sandy loam bock fill'_ou.yds.approx., topsoil 6"
`6,--A cu.yd. 121‘) -• SA tco '*-p'C\&• 1. a I
c,�gstt o tLEt�e�MWO_
EO A�oo_ .0'1o_tCo1 D?Sox�_f9F SLR&t$.k - ko9' 9 I ti'o)
Number of tanks required A_—, 1st tank a v gal. ,2nd tank oB gal.mirimms pWs PLA rr1P%14 , iAmlbER-
Pumping chamber capacity- 25% of daily sewage flow of BSc) gal.=t t?ce gal.+reserve storage of 15 O ga l/BF ,r),(0 gal.+pipe back droinoge- PROPERTY OF: L' 'vf-k,(eCDtr‘
of_1 'gal./IOOlin.ft,of_3_"dia. supply pipe, lin.ft.needed -, ./.1.._.gal.+manifoldt'�gal./IOOlin.ft of 3"dia.pipe,lin.ft needed 0 , 't- gal. . 00 ot:t) L-Qta1z L-1101--e- g4.
. total capacity needed 1.S b gal.(plus area for pump) . Sri n. I a,S0 9q I.tete.+ass. 1 So o v.,1 t.,,,r cog. pe,,,,eN, ,¢cos, ifc q,,E O'et9 i 1 0 1-,1 s aO
- Distribution pipe 13"da. , 1'7 4 lin.ft., ' '.dia. perforations 'apart
. Pump size L hp. (pumpable capacity_2.4b.gal. 4cycles/day) use-o. 1(o ' 1-10:14o PR.labs 7 flLScdt v-e- 3G1 Gra) tot n. $-pr TEST/NG / C.
Note: When constructing bed , this area should be shaped Note: Distance from treatment oreo to neighboring wells- Designed By: a•.SL
to divert run-off from entering treatment area. JA1POO'KOV- �N).A-S ' /O0 r ,
• ( Oote.�AS/2,(, PH. 612-497-3566
• • MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd) •
1
A. FLOW Estimated Sewage Flow in Calkins pa Day(gpd) 1 "',‘
Estimated 'i SO gpd Number l
of or measured - x 1.5 = - gpd. roonu
I II Type III 'Type IV
2 300 225 180 60%
3 450 300 218 •
B. SEPTIC TANK LIQUID VOLUMES • 4 600 375 256
5 750 450 294 i1
j-1 X S0 t 1 -/000 gallons 6 900 525
105 332 ,;,:r`
8 1200 675 408
C. SOILS(refer to site evaluation) ,, �� Naber =
1. Depth to restricting layer= 3z or 3y inches of
Bedrooms ofroa, ,,
2. Depth of percolation tests = I'D." inches `""'' `'f`''
3. Percolation rate )I•a mpi 23 a'41705000 1.5.125
4. Land slope y % 7 a 8 1zo�0°o0 �'
over 9 See 6g.C-6 (x 1.5)
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock
layer:A x 0.83 = 0 f
iS.0 . gpd x 0.83 sq. ft./gpd = (,az sq. ft.A-J'%=1-4 4
2 Select width of rock layer(10 feet or less) = 10 ft.
3. Length of rock layer= areas width= Rock Bed
4S 4 sq. ft.+ 10 ft. = 10 c ft. 1rirvrti•�•N•tiK• M•i.Mti•ti��ti
•ti
lc;At: {egtir :ti:ti:titix:441 idth <10 ft.
140.7.05445:245:404555%.4.155
E. ROCK VOLUME Length --1 •
1. Multiply rock area by rock depth to get cubic feet of rock;
VtS4 sq.ft. x ).0acft. = 0i4ecu.ft.
2. Divide cu.ft.by 27 cu.ft./cu. yd. to get cubic yards;
7) cu.ft. - 27= "D 1 cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
2.") ,cu.yd.x 1.4 ton/cu. yd. = 35/ tons.
F. ADSORPTION WIDTH Li->!K LOA w1
Absorption Width s nn8 Table
1. Percolation rate in top 12 inches of soil is 11.*z mpi Percolation Rate edam tom..
Minutes w h
Soil Texture �■ J�i.s
s v �
2. Select allowable soil loading rate from table; Faster than 0.1 Coarse Sand 1.20 1.00
L.1-.L.C. gpd/ft2 0.1 to 5 Sand 1.20 1.00
0.1 to 5 Fine Sand" 0.60 2.00
6 to 15 Sandy Loam 0.79 1.52
3. Calculate adsorption width ratio by dividing rock layer 31 too 45 Silt Loam 0.0 2 40
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 46 to 60 Clay Loam 0.45 2.67
61 120 1.20 gpd/ft2s . .0 gpd/ft2= a;t,') SlowerOthan 120 _ lay 0.24 -
'.
-Sal having 50%or more at fine or vay fine sand.
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
z.t,7 x )o ft.3t,.'") ft
.J
' G., DOWNSLOPE DIKE WIDTH •
1. If landslope is 3% or more,subtract rock layer width from
r adsorption width to obtain minimum downslope dike toe
>-
, /,.-) ft- )10 ft= V) feet
2. Calculate Minimum mound size based on geometery:
a. Determine depth of clean sand fill at upslope edge of rock
layer: Separation ), 0 feet
b. Multiply rock layer width by landslope 1,foot Cover,
to determine drop in elevation; t toot Itoed .
Slope Difference SOpOr0U011 )•` teat ' •
i, x u %4- 100 = .14 feet .�• Slops Difference =�. et
Upslope Width
c. Add depth of dean sand for separation (2a) - -feet Rock Bed width
at upslope edge,depth of rock layer(1 foot) to depth of 1.12._feet Downslope Width
cover(1 foot) to find the mound height at the upslope edge _2_1_f"`
of rock layer;
1.0 ft+ Ift+ lft= 3 .0 feet
d. Enter table with landslope and upslope dike ratio.
Select dike multiplier of y.1 1 .
e. Multiply dike multiplier by upslope mound height
to find upslope dike width: 3.0 x14.11 = I3; ,feet
f. Add depth of clean sand for slope difference(2b)at
downslope edge,to the mound height at the upslope edge
of rock layer(2c) to find the downslope height;
' 3, O ft+ , y ft= 3.N feet
g. Enter table with landslope and downslope dike ratio.
4
Select dike multiplier of L. ‘ •
h. Multiply dike multiplier by downslope mound height
to get downslope dike width: L. .( x 3. y = a ) feet
i. Compare the values of step G.1 and Step G.2h Select the
greater of the two values as the downslope dike width;
:;tii.2k iiiYi:ii ::>•J::iiv}i.{}.iff:%:::?�:.. >n';iCtJjii'jry::}i:C•>5\i}::::.v::iii.;�;r}::j2j:;}{ii'i:jiii`{}}
a 1 feet .<•:..,i.,;:�}:}:.::}:.::.:_..isw.....,:<;:<><.: -:: :r. .,t.:.}...w: .:.t,..n.;;::}•:..,{.�'• :
•.}}•::•:y5¢`�: pf10 OM10ih2 �S,��...:?ti}f,..;4• :.:y'•'o i ..::•;::;;�:::�:r•;.:�}}.'•.'.;•.:}".'i:.':ir'.':
?.t;yL'�;:iS;� ;.:�A.:ti,:'::?�� .ii>:•}:;fr::•:.js<::t�:t;�':�i?ys:>::�;;::;,`:i;��iv:•,:
j. Total mound width is the sum of ��.++yy,,''rr�� :$�;�yy:,�. ;t,, x; 1; i � < .4y ; ,.: � :
upslope dike (G.2e)width plus rock ' :�•s ; fist. -• .-.-. :•::',I1010
layer width (D.2)plus a
uos o iWidth : ::i:;:::::i.s :•xi}+}� .;::.::•:6;•}:::i.
'os}•e.}}oiw:
i:
0t
h
downslope dike width(G.2i); `1 l: fee �� : ::::�f»:th �; �_L tat
Z :Y `:�x : f ; :� A4:P � } T. ? fy
1ft+ Iv ft+ I ft = 4feet F 1- ` A ;: Cm1: g •Xnrkfi: 2i: Rif. at im:;; •••xi, �:. !W.Ys:,.:.i. ; iiQS�
k. Total mound length is the sum of 1 <:�v%i>^ci�o::}::.;{,..; :.,: ddwnfloDe width &. s:iii iMA:.. ' t ::
% , �,� :::tii .�L feet .1: 4i;;:.�.,::'..�:} ._�!:':.:,: ti
upslope dike width (G2e) plus rock layer .�.4yv':R %e: �il;}}}: + % i` �Y ; % K#a :m; &
� : :{: x.tn.:::>ht.:�;�.}'>�$ 4:: ;:}}:::.<},,.k.::.:*::::.?;<::>}::v:.},•:::.:;;:: .v}.3..
length(D3 plus upslope dike width (G.2e); < rmof : -i'}.^. o kti\ :•::vt :•:i` fr :i ✓' ` a �
�f,v>:mh4; '0:.. ;;:} ;.:iit :i}iii;::i:.::: yn::.< :;i { i..vrm} :
: . : + ; " k: <'� r:i}i: i'`?i }`:•i ::;� ':::ih }•:} ::� + ftq feet _ : ..; ii:
. .............
at + t,q �- a1 ' 110 '17y
Total Length ))0
Downslope Upslope
3:1 4:1 5:1 61 7:1 3:1 4:1 5:1 61 7:1 8:1
S slope
0 3.0 4.0 3.0 6.0 7.0 3.0 4.0 3.0 6.0 7.0 8.0
1 3.09 4.17 326 6.38 753 291 3.83 4.76 5.66 6.54 741
2 3.19 435 556 612 8.14 243 3.70 4.54 5.36 6.14 6.90
3 3.30 434 328 7.32 8.86 273 3.7 5.08 3.79 6.15
!f: : 4 3.41 4.76 7.89 9.72 2.68 3.45 4.17 4.81 5.46 6.06
5 353 SAD 857 10.77 2.61 3.33 442 5.19 531
• ":z-.744-
j'+�� 6 346 526 7.14 931 12.07 231 333 385 111 4.93 541
7 32D 536 7.69 1034 1373 248 3.12 3.70 a23 4.70 5.13
8 3.95 528 833 11.54 1591 2.42 323 3.57 405 4.49 428
9 4.11 675 9.09 13.04 18.92 236 294 3.45 3.90 4.30 415
10 429 667 10.0 15.00 2333 2.31 226 3.33 3.75 4.12 444
11 4.48 7.14 11.11 17.65 30.43 226 278 323 3.61 3.95 4.26
12 449 749 1250 21.43 4325 2.21 2.70 3.12 3.49 3.80 448
F-17
PUMP SELECTION PROCEDURE
END PERFORATION OF A PERFORATED LATERAL
A. Determine pump capacity: Gree.CON!
Gravity Distribution .Terme; "
1. Minimum suggested is 600 gallons per hour(10 gpm)to stay ahead of _ •
Layer el 611.0..1810 Fabric far ear-
water use rate. ,:•.u...., w..r 5Lays .eu wrer of My er urea cavy..
' N...e r..e.o...r7
2. Maximum suggested for delivery to a drop box of a home system is 2,700 ,. .•?■.. . m1.81a r.rer.'"00""Nor..m.e4
•• ..e,coo kw Teo
gallons per hour(45 gpm)to prevent build-up of pressure in drop box. • ..
_.l ReLa2 r.Ear.
\ P.Aerelleir Lusted el
Pressure Distibution • teen Saes Law B°.w.a L'""ei
3.a. Select number of perforated laterals Z
�. v
b. Select perforation spacing= 3 feet. 4.O„""r'$ae P"'"
° y 'l1e
Beer.Place*Seed Layer
c. Subtract2 ft.from the rock layer length.
Rock l-2 ft.= 4,b feet.
d. Determine the number of spaces between perforations.
Length perf.spacing= -ft.+ _ft.=�_spaces Required Perforation Discharge
e. . Z spaces+1= d' gallons perforations/lateral I m per minute(gpm)
f. Multiply perforations per lateral by number of laterals to //3a 1mA. is age 2 mape4 i „dam
get total number of perforations. ; x e l�= L" perforations. (feet)
g. , x '��pQr=3 p gpm.
1.0a �i9�� 0.74
SELEC I W PUMP CAPACITY 3'''1 gpm 2.Ob 0.80 1.04
B.Determine head requirements: a.Use for single family homes
1. Elevation difference between pump and point of discharge. b.Use for all other applications
4 feet
2. If pumping to a pressure distribution system,five feet for pressure
required at manifold if gravity system,zero.
S feet
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter. Pipe Length
I I
Read friction loss in feetr 100 feet from table.
Pe Point of Discharge
F.L.= D. (. ft./100 ft of pipe
b. Determine total pipe length from pump to discharge - Elevation Differenc110
point. Add 25 percent to pipe length for fitting PumpV�
loss,or use a fitting loss chart. Equivalent pipe
length-1.25 times pipe length= F-18b
9U x1.25= I i3 feet
c. Calculate total friction loss b lti lyin 1.5 inch 2.0 inch 3.0 inch
Y muP. $ %Pm FriaiaL lm pa 100 ft of pipe
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= *.D..la x I 1 '3 +100= 3 feet 10 0.69 0.20
12 0.96 0.28
4. Total head required is the sum of elevation difference, 14 1.28 0.38
special head requirements,and total friction loss. 16 1.63 0.48
18 2.03 0.60
.73 0.11
ci + .. + 3 25 3.73
/ 1.11 0.16
(1) (2) (3c) 30 5.23 1.55 0.23
35 7.90 2.06 0.30
40. 11.07 2.64 0.39
TOTAL HEAD /Go feet 45 14.73 3.28 0.48
50 3.99 0.58
C. Pump selection 55 4.76 o82
1. A pump must be selected to deliver at least
37 gpm (Step A) with at least 1 to feet of total head (Step B).
Aa-J-,
CERTIFICATION 4 00627 Logs of Soil Borings
Location or Project Bruce Dayton, 900 Old Long Lake Rd. , Orono
tBo,rings made by S-P Testing, Inc. Steve Schirmers Date 5-17-95
Classifiction System: AASHO ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 1 Depth, Boring number 2
in in
feet Surface elevation 87. 8 feet Surface elevation 86 . 5
0 - 0 -
Topsoil dark brown Topsoil dark brown loam
0 - 10" loam 0 - 10"
1 - 1 -
Brown clay loam Brown clay loam
2 - 2 -
10" - 2 ' 10"-MOTTLED 2' 10" 10" - 2' 10"-MOTTLED 2' 10
3 Rusty olive brown clay 3 Rusty olive brown clay loam
2 ' 10" - 3-1/2 ' loam 2 ' 10" - 3 ' 4"
Rusty olive gray silty loam
4 _ Rusty olive brown 4 - 3 ' 4" - 4 '
loam Rusty olive brown loam
3-1/2 ' - 4 ' 8" 4 ' - 4 ' 8"
5 5 - Rusty 4 ' 8" - 5 'f°n ° aOorsilt!
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 4' R" feet. End of boring at c , 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 2 ' 10" feet of depth. Observed at 2 ' 10" feet of depth.
Not present in holeNot present in hole
Comments: Comments:
CERTIFICATION 4 00627 Logs of Soil Borings
Location or Project Bruce Dayton, 900 Old Long Lake Rd. , Orono
Borings made by S-P Tes_ting, Inc. Steve Schirmers Date 5-17-95
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 87. 5 feet Surface elevation
0 - 0 -
Topsoil dark brown loam
0 - 8"
1 - 1 -
Brown clay loam
2 - 2 -
8" - 2' 8"-MOTTLED 2' 8"
3 - Rusty olive brown clay loan 3 -
2 ' 8" - 3 ' 4"
4 - Rusty olive _
gray 4 _
silty loam
3 ' 4" - 5 '
5 .- 5 -
6 - 6 -
7 - 7 -
8 - 8 -
End of boring at 5 ' 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 2 ' 8" feet of depth. Observed at feet of depth.
Not present in hole Not present in hole
Comments: Comments:
• CERT. #00627
PERCOLATION TEST DATA SHEET
famo
Percolation test readings made by S—P Testing, Inc. on 5-18-9 5 starting at 8 : 55
900 Old Long Lake Rd. 1 ',kw 5-17-95
Test hole location ,Hole number , Date hole was prepared
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 10" Topsoil dark brown loam
10" — 12" Brown clay loam
Method of scratching sidewall Knif e
•
Depth of gravel in bottom of hole_ 2 inches
5-17-95 10 :00am 12
Date and hour of initial water fillinf ,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
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
•
Water remaining in test hole
8:55 • 9 : 25 6 1-9/16 19 .2 30 min
9:30 10 : 00 II t, " i, "
10:01 10 : 31 " " " " "
19
Percolation rate = ' minutes per inch.
• CERT. #00627
PERCOLATION TEST DATA SHEET
Percolation test readings made by S—P Testing, Inc. on 5-18-9 5 starting at 8 : 5 6
aml
900 Old Long Lake Rd. 2 5-17-95
Test hole location Hole number ,Date hole was prepared
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
(1 - in. Tnp'ni 1 darkbrawn loam
10" — 12" Brown clay loam
Method of scratching sidewall Knife
Depth of gravel in bottom of hole 2 inches
5-17-95 10 :00am 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 hoursAutomatic siphon
,Maximum water depth above hole bottom during test 6 inches
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
8:45 prefill 6
8 : 56 9 : 26 " 5-1/2 5.5 30 min
9 : 29 9 : 59 it5-1/4 5.7 ii, "
10 : 02 10 : 32 li5 6. 0 " "
Percolation rate = 5.7 minutes per inch.
' CERT. #00627
• ,t , PERCOLATION TEST DATA SHEET
S—P Testing, Inc. 5-18-95 8 : 57 MCOO
Percolation test readings made by on starting at P.
900 Old Long Lake Rd. 3 ./...15-17-95
Test hole location .Hole number , Date hole was prepared
Depth of hole bottom 12 inches,Diameter of hole 6 inches
Soil data from test hole:
Depth,inches Soil texture
0 — 8" Topsoil dark brown loam
8" — 12" Brown clay loam
Method of scratching sidewall Knife
2
Depth of gravel in bottom of hole inches
5-17-95 10 : 00am 12
Date and hour of initial water filline , 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
Time interval, Measurement, Drop in water rate, Remarks
minutes inches level,inches minutes per
inch
Water renaining in test hole
8: 57 9 : 27 6 3-7/16 8. 7 30 min
9 : 28 9 : 58 " " " " "
10 :03 10 : 33 " " " " "
8
Percolation rate = . 7 minutes per inch.
PERFORATED LAYER OF GEOTEXTILE LOAMY SAND CAP
aY, :` - LATERALS FABRIC PERFORATED LATERAL
•
.• GRASS COVER 6 INCHES
SANDY ti
D LOAM SOIL . �- y� - '�f.;,r.:%'•'' �.► TOPSOIL
i / CLEAN SAND FILL ��,� n` •
i'�� ,,.'. fir,• • t:.✓: MAXIMUM SLOPE—•-� -1 lK
+rt: 3 TO
LAYER OF GEOTEXTILE tti/t/ f } DEAN ROCK a'
FABRIC OR 4-INYHEg-OF ``"- ,��.,,'' y' .I' TOPSOIL PLOWED OR � % 21/� INCHES •
/.SLOP
'/ / > unlsoit. DISKED SURFACE
1 I/ ���
OR 2" .r; / �/ • CROSS SECTION A-A
PIPE FROM PUMP .`;•.1 •• , ,is/, / !
y ,/. s/• •1 �j. Jf"
• �; . �,t j PIPE FROM
3/'_21/ •• � � / PUMPING CHAMBER
CLEAN BOCK ..,y. i•' �/
' "�• . �, DIVERSION FOR
6" TOPSOIL / .•• • '' J• SURFACE WATER w I
.••. �' /�/. .�r c r
•
-
0.
-?-C1 ,�Pal* ii. Ar ,• ��• `; •�� - PERFORATED N
_, '� �• ^`�.• s..... . /.9''/ { MAX 1 LATERALS
• 1
FILL SO6BRORF16' �� - .''..,i BED AREA I .� u •
LAYER
' • I I BAIAITUR :: - nvl
• I I co
W
FR Az
% YER — Z _ I
_ _
_ 20 I , o.,,�o I
— INCHES I o . v INCH —
LAYOUT OF 'PERFORATED PIPE LATERALS FOR I
PRESSURE DISTRIBUTION IN MOUND - I — _ _ _I •
•
DIKE — I 10 FEET�_DIKE
d_PERFORATED PLASTIC PIPE - MAX.
•
TOTAL WIDTH
•PERFORATIONS SPACED 36' --- COpe — ' 1' l
END RFORAT ION
SIZE,CENTER.BE €e �* •• j6• A pERfO/tA I I PLAN VIEW
1/LEA OR '/4• ��
'I� 2 M4P PE LD • END PERFORATION OF A PERFORATED LATERAL -
'' • �Grwt Covet
� PERFORATIONS ON BOT TOM Of ,w,,I4 _y
PLASTIC PIPE �� 07" Ton.ou
40•. tel""� t'L s r .
= (ALTERNATE LOCATION �'�Loot
Of PIPE FROM PUMP)
\ f�iT ■ TTZ,��p^Porlar-lion Or:;'z°;:
dEND CAP a0., � • bi Mgo `'• R« oI Ror
// PNIw iiions Loaded 01
FORATE 2 PIPE FROM Ceon Sand Layer Sonora oI Lateral
• �%� PER PUMPING CHAMBER •
fN
____,(0.\ r ENG Original Soil Pron.rly Srn,If,.A
•
.
F-8 ,
4- . f -•
•
REDWOOD. CEDAR OR
WATER TIGHT a LOCKABLE ELECTRIC BOX , TREATED POST (4 x 4 min) .
PLUGS OR ELECTRIC CONNECTIONS— ---- .,...----ALLDEL ELECTRIC CONNECTIONS MADE
BOX
2" PVC CONDUIT SCHEDULE 80 6• A SETCE LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED a LOCKED - TLEMENT --
SEALED MANHOLE RINGS-- FINAL GRAe
�_ �� AT LEAST 12" DE ` '`
�
'
UNION 4BELOW GRADE
=, : i •- -WIRE FROM POWER SUPPLY
-- ■ PIPEMIS LAID ON A UNIFORM SLOPE FROM
/►: . ?FOR PROPER DRAINBACK IL TREATMENT AREA
SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK.
PLASTIC ROPE OR CHAIN A 1/4 INCH WEEP HOLE MUST BE USED
WITH ANCHOR — WEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT—
NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
_START LEy�-j7_ ' _ MUST NOT RUN OVER ANY TANKS BUT
-7 r- -I '` MUST BE LAID BESIDE OTHER TANKS
3""J `\ 1, AND MUST BE PLACED IN CONDUIT
ALONG POST
SHUT_OFF.LEY__EI_Q_ _ __ _ _ ELECTRICAL CORDS FROM PUMP AND
PUMP CONTROL FLOAT- - : FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
— - ► CONTACT.
x(000
Figure F-8
METAL el/0k
COVER
v- --i• C-=D -I': ... . i - }I -
1 lite.
49 % , v.CONCRETE •MANHOLERING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figure C-14
I
•
• S 1. p
VERTICAL SIDEWALL SEPTIC TANK
��'/--FINISHED GRADE •
�. LEAST 6"TO 12" SOIL AT LEAST
4" DIA. —t COVER 4" DIA..--,„
IFAT LEAST I"_ ( AT LEAST I" `
MINf ._ 1 '.. ._-
1 .
A _DIMEN51UN5 FOR_TANKS WITH VERTICAL_SIDES A
b 1 - •---
(3
- —'"4
WIDTH.W 24_MINIMUM
LENGTH L 2 TO 3 TIMES THE WIDTH
Q DIAMETER _60" MINIMUM - •
4 -_1_ DEPTHyD 30" MINIMUM; 78MAXIMUMC
.AT LEAST A 0.2 0 ._
8 _ _
6" MINIMUMi 0.2 0 MAXIMUM _. 6*
3" c _.. 04 0
— -- -AT LEAST 4 FEET-- -- --'�
Nubs:
1. SNII1AIw ILLS Al If Ant.NICKS IN OIMCFIrn 4. AWI K11 E WYEILS SOIL IF.IOCAIED W111161 12 INCHES.
t 11(1i.SIN1 UC011CO11IA71f 41NIK)LCS.20'LEAS! W IIIEMANHOLE$WITINSD(NCIESOF1I(SUIYACE
fI1Ar11SK)N N4)wcAIFll W1II INNS I LE 1 or ALL TNM 6 lie lrX)
( LIl USI I fXWl E
DE SW.JSD 10 riEvEni
AMD
. WALLS.
S. AN 111311C 11014 rrF Or Al LEAST 4 N1;IK5 f)IAM.IEII NE*MST POW.CN fw'rtE 9/ALL UE NUI EIS 111N/I MCI*St
ORALNVICIESW.I SE LOCA1E0(NEf1DOM DIE MIET EV NO MOM DWI 12 114C1113.
AI )MILE IUEVSYSTHECE)1IE)lLINCOf11Wll1l'CC1K7l S r0111K)Iram ma.CYIrannicmmime DM+(Nf1K»NA135.11,0
rrESSINLL IX LI(SAM AS II it(vitt I11 NEW 114E AND ORO HSKINCIS 015(1. A
UNILEOISNNOSOIISNIINIV ICES A/11NM)PISIIC HON
WC M51 RF LOCAItol!1W111,4 111E 16E1 NIICIM FT
nor rms.
s •
PENCIL
•�1N�r � S �i�"ISlU■�Iiig
- Izmi■5S 2H E' ri 1*.•• ►
Q
INLET 11 110' V
1=s' ~'' l.I ,'i, a OUTLET
g,, + • .• ;-,;OUTLET LEVEL • ,1:0 • �Fl
i ,•
:f r
I. —.. ..��._ — - .., • .
'
—.—_SCUM CLEAR SPACE . 1 ' CLEAN OUT TANK WHEN: •
M � lx.IS 3'OR LESS OR
1` 1: ._7. �— — _ • __ • '1 78 'B'IS 12'OR LESS
1
. • • • •:•' BLACK COLOR
t� •' • ' r 'k ', DISTINGUISHES SLUDGE
Vii...1.:::**•.:::':.:•:; SLUDGE •" 1'{ LAYER FROM LIQUID
n •r t••y:. LWy.
13, Y!
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK
DATE TIME
CITY OF ORONO CALLED IN ^�
INSPECTION NOT E SCHEDULED 9
. PERMIT NO. COMPLETED° �rf
ADDRESS �I /3 /r3 , �Vd.
OWNER CONTR. . '.�//jtigf)
TELEPHONE NO.
DESCRIPTION / OLkt/p
tu 01 FOOTING 11 ANICAL 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
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
• 07 DEMO-FINAL EPTIC INSTAL 22 FOLLOW-UP
Z09 PLUMBING RI 2C 33 EPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING F a 36 FOUNDATION/REMOVAL
Z OWN • 'TRACTO TO MEET YOU: YES_NO
• COMM ` S: -- f ot)r _ Re:cy) L,p, le,
ccLL,
c
cc
W
Q
W
W
ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
CC 0 CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
• 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
CC) BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
O STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in adva.ce.473-7357
Owner/Contractor o
Inspector. r�'//'j "
White Copyllnspector's File Canary Copy/Site Notice
DATE TIME
CITY NO CALLED
INSPECTION NOC SCHEDULED -115— reM
PERMIT NO. � COMPLETED
ADDRESS
OWNER 14: 70NTR. <2 j a
TELEPHONE NO.
DESCRIPTION
IyJ 01 FOOTING 11 ME HA AL RI (/ 18 EXCAV/GRADING/FILLING
ct 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 . 21 COMPLAINT
07 DEMO-FINAL SEPTIC I 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
• OWNER/CONTRACTOR TO MEET YOU YES_NO
o COMMENTS: 5g-clei 51.3 / 41.. Q "
Lu l/ Ste) *t- S 04-
cc0
c
0
cc
W
z
W
cc
J
/WORK
SATISFACTORY:PROCEED L7PROJECT COMPLETE
❑ CORRECT WORK&PROCEED El ISSUE CERTIFICATE OF OCCUPANCY
• ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. IT PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED
El INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor • s -:
Inspector. if
.'
White Copy/Inspector's File Canary Copy/Site Notice
v
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED SP74”5"---- ))i60
PERMIT NO. '/O ?� COMPLETED
ADDRESS 7,V9/1-0111 �AeOWNER � CONTR. ✓ -I`1
1
TELEPHONE NO.
DESCRIPTION U�-Q'i� 1E4
Uj 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
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
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 S 21 COMPLAINT
v 07 DEMO-FINAL SEPTIC INS 22 FOLLOW-UP
09 PLUMBING RI 23 SEPTIC FIN 35 HARD COVER REMOVAL
10 PLUMB' L 36 FOUNDATION/REMOVAL
• OWNE- OR TO MEETY�:_YES_NO
• COMMENTS: �d
e342
MOND r
13.
cc
eZ„):177)
— „le
0
U-
w
CC
C1
W/WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
CC O CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
0 CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
O STOP ORDER POSTED.CALL INSPECTOR
O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspecti 24 hours in advance.473-7357
Owner/Contractor on '
Inspector.
White Copyllnspectors File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICESCHEDULED 7"/10-95 /�
PERMIT NO. �IO1� COMPLETED `l
ADDRESS 900 0,1 Lay 1. G e
OWNER CONTR. /4tp\
TELEPHONE NO.
.3:: DESCRIPTION
L 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
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL <IrSEPTIC INSTAL 22 FOLLOW-UP
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