HomeMy WebLinkAbout1994-006290 - replace septic PERMIT
CITY OF ORONO PERMIT TYPE:
2750 Kelley Parkway • P.O. Box 815 }� '=IroW F a WATER
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Orono. Minnesota 55356 0815 Permit Number:
t!(fi ray r•-i(}
(612) 473-7357 Date Issued: 08/02/94
SITE ADDRESS:
54+::1 OLD CRYSTAL TAL SAY RD
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P . I . N. : 04-117- 4 -int;;
DESCRIPTION:
REPLACE
SEPTIC L-11� '_:
F TI: SYSTE
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REMARKS: vf'Yl°4
FEE SUMMARY:
-
I_.t� Fee
$1 i:it:} . 00
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Total Fee
)i.. 50
CONTRACTOR: — AP'1='I •i c1 ��t. — OWNER:
.W�t,tl_ 1l11[: ''�.��� It.: _; F.ViI(.E'. .544-:5n5 i �-. EIE!_!I {?
952(-.) LAF':E TI JL nN NID ! +;7#r i OLD R TAl_ c�AY RD
c s-IA'�I•::: a MN ; ;: !1 i:1Nl:f tIN 55:x; ;hr
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THE .#ND3 ,. 4 Y " : Q E `' ;,,PERMI ti O �TO: flAKE THE .REAL »I� P' 1 :MEI TS
-SPE IF'E ,t , .;.: ` 1N STRI RACE WITH' AL... ITY DF
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APPLICANT/PERMITEE SIGNATURE I ISSUED BY:SIGNATURE
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CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,,MN 55323
JOB SITE DRESS: 'j 4 OLD C R Vs /- my Ro 163-DOccu ancy Type: Residential y Commercial Other
Permit Type: New or Replacement System, $100.00 /00, 00
Repair Existing System, $ 50.00
0.50 State surcharge added to above fees
*See fee schedule for non-residential permit fees
Owner's Name: C�R�'F FU AM Phone Number:
Mailing Address: 54o OLD C gV5i /8) V R 9- City:Lp,4 LPI-/ TV:
Contractor's Name: SW67)( .')l➢ SCPTIG PhoneNumber: -SZ-SicP:5e575'
Mailing Address: g��2P, L -/c Etv&n) RD . City: ,1-/-t61.-Skil- Tp: 6,T21 ?
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTION
1. Applications for septic ystem permits may be mailed or submitted in person at the City
Offices; however, pe its will not be mailed out. The permit must be picked up in
person at the City Offi es and work must not begin unless the permit card is on the job
site.
2. Permits will be issue only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be don in accordance with the approved septic system design. Design
reports are not consid ed approved unless accompanied by the "City of Orono Septic
System Approval" coy r sheet signed by the City Inspector.
4. The following inspectikns will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation pijior 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),
anc again during p essure distribution piping installation in the rock bed.
D. Final inspection to erify proper final cover depths and to verify that all pump station
(where required) c mponents are functional and comply with codes.
5. Individual holding MP A Installer Certificate shall be present during inspections. A 24-
hour notice is require for all inspections.
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NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, 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 installing the following:
A. Tanks: )( Precast Concrete _ Other Manufacturer
Tank Capacities: 1) /0X gal. 2)/000 gal. 3) )4m gal.
B. Pump Station (if required)
Pump make & model A.y. (attach pump curve &
literature); system design requires ,3F gpm at /0 feet of head.
High water alarm make & model . Outside
electrical work to be completed by installer electrician X
other . Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. )( Mound
Depth of rock below pipe " Rock bed dimensions 50 'x f 0 '
Drop Boxes Sand bed dimensions 'x- '>1, X kA
Distribution Box Pressure Dist. Pipe Diam. /�"
Maniford Pipe Diam. "
D. Final Cover/Topsoil to be: borrowed from site
f (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.
Signature ofApplicant: , - Date: P'02 -
MPCA Certification No.:
Staff Review: Approval Denial
Reviewer: Date:
Reason for Denial:
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(� r �c1 CITY of ORONO
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Municipal Offices
Street Address: Mailing Address:
41.1rEsWA 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
January 31, 2006
George Funk
540 Old Crystal Bay Rd. S
Orono,MN 55356
Dear Mr. Funk:
I am writing as a follow-up t the conversation you had with Bruce Vang on
January 30, 2006. I did some further research as to the"west" septic system on
your property. You were first notified of the need to update the septic system on
June 5, 1992 and a design ap royal was given from this office on November 13,
1992. The design approval at that time required both sewer lines to be hooked
into the new system.
I do not know why the west s stem was not hooked into the new system at the
time of installation in Augustf 1994. This would appear to be a over sight made
by one of my predecessors. ou have since been notified of the need to abandon
the other system since the nesystem install. In 1999 you were notified by a
different predecessor of mine at the west system needed to be updated by 2007.
In 2001 you were told by yet nother predecessor of mine that the system must be
updated by 12-31-2010, and en two years later you were told to update by 12-
31-05.
I am not sure what transpired between 2001 and 2003 that caused the deadline to
be brought up five years. I find nothing in the file to indicate the time
discrepancy. In my limited dealings with you and from what Bruce says, you
seem to be a stand-up guy. I hope we can finally resolve this matter this summer
so that I may close the file on'this constant miss-communicated mess.
Please contact me with any questions you may have concerning this matter. I
look forward to hearing from you or your contractor this spring/summer.
Sincerely, ,,
Willie Gibbs, ISTS Manager
Telephgne(952)249-4600 • Fax(952)249-4616
www.clorono.mn.us
4 i
'` Permit #
1 " . ZTY OF ORONO
s- - .SEPTI} SYSTEM APPROVAL Fee $
�, = Entered By
•
flfe General Contractor will be given a copy of this - report and is
responsible for its distribution UNLESSnT'HIS SgEETtISsATTACgEDPTIC SYSTEM
DESIGN IS NOT CONSIDERED/ AS APPROVED �� S
LOCATION: �? - (J)/
') 6� / E -
PHONE:
GENERAL CONTRACTOR:
PHONE:
SEPTIC CONTRACTOR:
PHONE:
OWNER: ''.04. , . i
APPROVED Note Changes Below)
0 CONDITIONALLY APPROVED:
COMMENTS: / , 1/ II-
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NOTICE TO INSTALLERS:
Inspector (473-735r). Call forthe pproved iinspectios plans4 hoursnd pinsadvance have prior
approval of the I p
NOTICE TO GENERAL CONTRACTORS: Primary and alternate drainfield sites MUST be protected
prior to and after system installation to avoid compaction of the natural soil.
RAFIED MUST BE FEN® OFF prior to building site excavation and fencing must
r : AIMS Approval to pour footings will not be granted
remain in place until final site grading.
until the Inspections Department has verified that primary and alternate sites are
adequately protected.
NO VEHICULAR
TRAFFIC OP ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed
within 20' tested drainfield wrnglonseither before or after system and all adjacent lots. You couuldcbesheld liablefor
applies to the lot you areg
damaging sites on neighboring lots.
VEHICULAR TRAFFIC CAN CAUSE SOIL COMPACTION, REN ER NNGvDRA io I L bSISITES UNUSABLE.
permits.
Evidence of traffic on drainfield sites may will be issued.
Damaged alternate sites must be replaced before a Certificate of Occupancy
•
//-17—? - „
/._: 14/
Date Approved
By (City of Orono)
~ «
•
P�RCOLATION TESTS
and
MoLnd System Design •
For
George Funk
540 Old Crystal Bay Rd
Long Lake MN
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Site
/ / ~ -_Location :
540 Old Crystal Bay Rd
Long Lake MN
City of Orono
Prepared By
Required Materials
•
R & D Soil Consultants 2-1000 gal . tank
11505 110th St . 1-1R00 gal . pump tank
mologne, MN 55322 40' Sch. 40 PVC
(612) 466-2667 190' 1 1/2" PVC
150' 2" PVC
210 tons washed sand
176 tons black loam
M. P. C.A. Certification #750 32 tons washed binder
1audible/visual alarm
October 8, 1992
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Minnesota Pollution
Control Agency
State Certification #758
October 8, 1992
George Funk
540 Old Crystal Bay Rd
Long Lake MN 55356
RE: Septic system Oesign and
percolation tests for ; 540 Old Crystal Bay Rd
Long Lake MN
Orono zoning
We were retained by Mr . Funk to provide criteria for the design
and installation of an ildividual sanitary sewage treatment
system to handle the sewage flow generated by water-use
appliances within a single family dwelling.
Procedure
A total of three (3) soi . percolation tests were performed on
April 4, 1992 at a repre entative areas to the east of the
dwelling, and three (3) soil percolation tests were performed on
September 16, 1992 to the northeast of the dwelling.
In addition' six (6) soil borings were drilled with a 2" i . d. x 3
1/4" o. d. Hand auger to check for the position of the ground
water table and to identf. fy the underlying soil types. Location
of tests and borings are shown on the site plan.
The percolation tests were performed in accordance with the
/
provisions of "Minnesota Pollution Control Agency Rules and
Standards Chapter 7080. " The percolation tests holes were
' drilled to a alternate depth of 12 inches with a 5" i . d. x
6" o.d. auger . Two inch .s of pea gravel were placed in the
bottom of each hole t event scoring. Water was then added to
the test holes and replerished as necessary, maintaining a
12-inch head of water ov r the bottom. After a period of
saturation, each hole wa refilled to a 12-inch head of water
over the bottom, and the | percolation tests commenced. .
. "
Funk October 8, 1992 Page 2
Percolation Test Results
�
Results of percolation 'tests at holes P-1 , P-2, P-3 and P-4 are shown
as observed. Percolation rates in minutes per inch are indicated
as shown below:
P-1 hole P-2 hole P-3 'hole P-4 hole P-5 hole P-6 hole
27 mpi 30 mpi 27 mpi 48 mpi 46 mpi 57 mpi
Primary Site - 28 mpi Secondary site - 50 mpi
Soil Borings (primary)
B-1 B-2
Black clay loam 0 - 12" Black clay loam 0 - 12"
Lt . brown clay loam 12" - 18" Lt . brown clay loam 12" - 16"
Yellow grey olive clay18" - 6V" Yellow olive grey clay 16" - 60"
Mottling at 18" i Mottling at 18"
B-3 B-4(Secondary site)
Black clay loam V - 16" Black clay loam 0 - 05"
Lt . brown sandy clay 16" - 25" Brown clay 05" - 17"
Yellow clay loam 25" - 60" Olive grey red clay 17" - 60"
�
Mottling at 25" � Mottling at 17"
B-5 B-6
Black clay loam 0 - 06" Black clay loam 0 _ 07"
Brown clay 06" - 14" Brown clay 07" - 15"
Olive grey red clay 14" - 6O" Olive grey red clay 15" - 60"
Mottling at 14" Mottling at 15"
1
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Design irements October 8, 1992
L___ •
Considering the soils data and minimum design requirements
of the Septic System Ordinance, our proposal is as follows:
uws:
Construct a Mound System based on a water usage of 600
gallons per day, fe.rI 4 Bedroom Type I .
6*^ gpd x . 83 sq. ft . pgpd = 498 sq. feet bed
area-minimum design size
Proposed Design Size 10 x 50 bed = 500 sq. ft bed area.
2- 10()0 gal . pre-cast tanks, + 1- 1000 gal . pump tank.
,
ConstructionProcedure For A Sewage Treatment Mound
Soil Surface Preparation
A 2 inch discharge pipe from the pump to end of the mound
area shall be installed prior to soil surface preperation.
The trench excavated to install the discharge pipe shall be
carefully backfilled and compacted to prevent sepage of
effluent . ,
The total area selected for the Mound, including that
under the dikes, shall be roughened in order to thoroughly
break up any existing sod layers and to provide a suitable
transition zone between the original soil and the sand layer
of the mound. The area shall be roughened only when the
moisture content of, the soil 8 inches below the surface is
drier than the plastic limit . The plastic limit is the soil
moisture content below which the soil may be manipulated for
purposes of install a soil treatment system, and above
which manipulation l cause compaction and puddling.
Surface preparation or scarification will be performed with
a back-hoe bucket . There shall be no dead furrow in the
mound construction area.
Mound construction shall proceed immediately after surface
preparation is completed. Every effort should be taken to
prevent rain from falling on the prepared soil surface.
• Construction Materials & Distribution of Effluent
A clean washed sand layer shall be placed where the filter
(rock bed) material is to be located. This sand layer_ must
be at least 18- incies deep and should be deep enough to
level area for m . A crawler tractor with a blade or
bucket shall be use to move the sand into place. At least
6 inches of sand sh ll be kept under the tracks to minimize
compaction of the s arified layer . The sand layer upon
which the filter ma erial is placed shall be level from side
to side and end to end. Only clean sand is to be used.
,George Funk October B, 1992
A depth of at 1,_a.st 9 inches of Clean rock 1 1/4 inch
diameter to 2 1/2 i6ch s in diameter , shall be placed on the
sand layer prior to installing the distribution pipe.
Pressure Di.stri.buti -'n
E=fflueni shall he d ' stributed over the filter material by a
1 1/2 itch diameter perforated pipe under pressure.
Perforation holes sia]. 1 be 1/4 inch in diameter drilled in a
straight line al'-'ng the length sof the pipe. Hole spacing
shall. be 36 inches. ' H'a'les shall be drilled straight into
the pipe and not at an angle. A sharp drill shall be used
and any burrs in the inside or outside of the pipe shall be
removed. The perforated pipe laterals shall be installed
level with the perforations downward.
The perforated pipe laterals shall be connected to a inch
diameter manifold p .pe and shall have their ends capped.
The laterals shall e spaced no further than 4':) inches on
center and no furth !r than 20 inches front the edge of the
filter material .
The manifold pipe shall be connected to the supply pipe from •
the pump. The manifold shall be sloped toward the pump for
complete drain back ' c'f effluent .
Pump and Collection Tank
A pump shall be used to deliver effluent to the mound. The
pump shall be '::ast . ron or bronze fitted with stainless
steel strews or con tructed of other sound, durable and
corrosion-resistant materials. Location of pump tank and
septic tank can be lvtional due to the use of a pressurized
mound.
.
An alarm device sha 1 be installed to warn of pump failure.
The dosing chamber ill be sized fc'r a minimum of •days of
restricted use due c amount ':'f daily use.
Pump Discharge
The pump discharge capacity is based on the perforation
spacing and perforation diameter . This system has
individual lateral lengths of 5'0 feet ; laterals will be 1
1/2 inch plastic pipe with 1/4 inch perforations spaced
36-inches apart . This size will require 7. 6 GPM per
100
square feet of bed area.
A 36 GPM minimum pump discharge
capacity is requirec . The pump discharge head shall be at
least 5 feet greater than the head required to overcome the
pipe friction loss and the elevation difference between the
pump and the perforated laterals of the pressure
distribution system, which is minimum of (see pump sheet )
i':'- foot head.
George Funk October 8, 1992
The quantity of effluent delivered each pump cycle should be
at least 145 gallons, but no more than 165 gallons per
cycle.
The amo'..trit of tffl. itent pumped per cycle depends on the
surface' area of th+ pumping tank and the setting of the pump
start and stoop. A (Irelatively large pumping tank surface
area is needed with a small puriip out depth.
There are se:vera.l ruriping situations that can be used with
this on-site sewage treatment system. These situations
should be in concurrence with the City Ordinance and thie
contractor installing the system.
Inspection Pipe
A vertical inspection pipe at least 1 1/2 inches in diameter
to the bottom shall be installed in the rock layer of the
mound. The inspection pipe shall be located at en end
opposite from where the sewage tank effluent enters the rock
layer . The inspection pipe shall have 3/8 inch, or larger ,
perforations spaces vertically no more than six inches
apart . At least two perforations shial. 1 be located in the
rock .layer . The inspection pipe shall extend to the bottom
of the rock layer With an elbow beneath it and shall be
capped flush with dr above the finished grade.
^ .
George Funk October 8, 1992
MAINTENANCE Pumping of Septic Tanks. The owner of any
�---individual sewage treatment system Should properly clean the
septic tank or tanks at least once every two (2) years or
sooner if necessary in order to prevent the sludge from
reaching any point closer than 12" from the bottom of the
outlet baffle or the scum from reaching a point closer than
3-inches above the bottom of the outlet baffle.
Drainage and final Landscaping
T-
All surface waters � must be kept away from the mound area. A
drainage plan should be completed to ensure that surface
run-off from roof ,4pnd parking surfaces are drained away from
the system.
To help the functining of the mound system, it must be
sodded or seeded. Shrubbery can be planted around the base,
but NOT on top of the mound. If sod is not feesable the
�
�
mound area shall be covered with hay and seeded as to
• prevent errosion.
A water meter must be installed to measure all water
entering this system.
NOTE: If a chlorinated Hot tub is installed in the house
this must be daylioh_�
ted and not plumbed into the septic
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system. Chlorine �oes kill bacteria in the septic tanks.
_ |
' .
George Funk October 8, 1992
General
The contents of this site evaluation and design report are
to be Epplied to ttie property listed--reprints for other
application only with the permission of Donald Schneewind.
The soil condition have been established at the test hole
locations only. TVere may be variations in soil
stratigraphy between and around the borings, and
interpolation and extrapolation of the results is not
warranted. i
�
Al ]. requirements of this design shall be followed in order
for the system to perform up to the designed capabilities.
References
Home Sewage treatment
University of Minnesota
Agriculture Extension Service
Roger E. Machmier
Extension Engineer
And
City of Orono
System Ordinence
and •
MinnesotaPollution Control Agency Rules
and Standards Chapter 708()
If you should have questions or need further information,
you can contact staff at the City of Orono(zoning) or me at
your convenience.
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, MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
1 A. FLOWr Estimated Sewage Flows in Gallons pix day
Estimated 600 gpd (seq pages D-7 or I-3, 4, 5) Lig-,41.4.1..1.
" ) ' Number (GO)
or measured gpd x11.5 = of Type I Type II Tyle III Type
Bedrooms I V
2 300 225 180
B. SEPTIC TANK LIQUID VOLUMES 3 450 acro 218 61:1%
4 600 375 256 er'he
'rims
2-/cC° 6 I tr 4 gallons (see1pages C-3 or C-5) 5 750 450 294 n
9(X) 525 332 Ty at.
I-wooi}:t,.1) :.:4.,:i, 7 1050 600 370
8 1200 675 408 columns
C. SOILS (refer to site evaluati n)
1. Depth to restricting layr = / (' inches Septic Tank Capacities;iu gallon
Number of Minimum Liquid Liquid capacity with
2. Depth of percolation to is = /i) inches Ikdrnoms Capacity garbage disposal
1125ss
k
3. Percolation rate , 750;/A mpi a 2 or k 100 1125
4. Land slope 3 % 4`x 6
7,R or 9 1501 2250 2100 3410
over 9
D. ROCK LAYER DIMENSIONS •
1. Multiply flow rate by 0.83 to obtain required area of rock
layer: Daily Flow x 0.83 =
(v0 gpd x 0.83 Sq. ft./gpd = litig sq. ft.
2. Select width of rock layr (10 feet or less) = /0 ft. •
3. Length of rock layer = rea _ Width =
'IC1 sq. ft. - /0 ft. = L19/ ft. Rock Bed
-T:T
rJ . f idthJtl
E. ROCK VOLUME 1--•• iYiLe�.'ti) • 1
1. Multiply rock area by z1ock depth to get cubic feet of rock; _S‘ '
500 sq. ft. x l ft. =500 Cu. ft.
2. Divide cu. ft. by 27 cu. t./cu. yd. to get cubic yards;
51)0 Cu. ft. -s 7 = /5,6'i cu. yd.
3. Multiply cubic yards b 1.4 to get weight of rock in tons;
f '. t cu. yd. x 1.4 tOn/cu. yd. = d to tons.
i
F. ADSORPTION WIDTH
1. Percolation rate in top 12 i ches of soil is 4g mpi Absorption Width Sizing rabic
Percolation Rare Gallons Ratio of
2. Select allowable soil loadi g rate from table on page E-; in Minutes per Soil Texture per clay per Absorption width
Inch IMM) square fait to Rock Layer
a < gpd/f t2 Width
3. Calculate adsorption width ratio by dividing rock layer Faster than 0.1• Coarse Sand
0.1 to 5 Sand 1.20 1.00
loading rate of 1.20 gpd/ft2 by allowable soil loading rate; 0.Ito5•• rine Sand•• 0.60 2.110
1.20 d/ft2 r to d/ft2= a,OO 6to36 10 SandyLoamm 0.79 1.52
.i � 16 m.lU Loam 0.60 2.1x)
gP 31 to 45 Silt Loans 0.50 2.40
Check this value on page E-16. ; o 12Clay
l y Loam 0.45
2.67
60 ; 1 0.24
4. Multiply adsorption width atio by rock layer width to get Sl .!h.an Clay
required adsorption width;
,,00 x /0 1ft = cl0 ft
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3. DOWNSLOPE DIKE WID '1-I
1. If landslope is 3% or more, subtract rock layer width from
adsorption width to obtain Minimum downslope dike toe
c90 ft - lea ft = / ft
2. Calculate mound height at edge of rock layer on downslope
side;
a. Determine depth of clan sand fill at upslope edge of rock • TQIYRR•TorRon..r .•.
layer: ,§eparation l „feet
b. Multiply rock layer wi ith by landslope to determine drop °°r"R" ION--
in elevation; Slope Difference OI•I DIflJIZFNCI.SLOPE I res.e ROCK HID
I • •IFJRRRNCI. UN s_ _.__
/0 x ' 1'3 (ro+ 100 = /.3 ft SLOPR.-%
c. Add depth of clean sand depth of clean sand for
• separation at downslope edge to depth of rock layer to
depth of soil backfill to get mound height at downslope
edge of rock layer;
S ft + / ft + ft+ r J ft = 73•? ft `
d. Enter table on page E- 8 with landslope and downslope ��
dike ratio. Select dike Iinultiplier of 41,76 �
e. Multiply dike multiplier by downslope mound height
to get downslope dike width: i Ifo x 3,1' = /,:r. ft
g. Compare the values of Step G.1 and Step G.2.f. Select the
greater of the two values as the downslope dike width;
I 'Q feet Rock layer width(d2)
h. Calculate upslope dike width using upslope mound
height and upslope dile multiplier from page E-18;
73
.57 x 3,5 = ft
_ Upslopedike width(h)
i. Total mound width is the sum of upslope dike width plus Downslope dike wldt
rock layer width plus downslope dike wi th;
ft + (° ft }+- 01 ft= ya . ft
3. If landslope is 2.9 percent or less,basal width includes both the
upslope and downslope dike widths.
a. Calculate downslope dike width using steps G.2.a.
through G.2.f; felet
b. Calculate upslope dike Width using upslope mound
height and dike multiplier from Page E-18;
xft = ft
c. Add downslope dike width to upslope dike width to rock
layer width
ft+ ft 4- ft = ft
E-18
Downslope Upslope
3:1 4:1 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 81
%slope
0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
1 3.09 4.17 5.26 638 7.53 2.91 3.85 4.76 5.66 634 7.41
2 3.19 4.3.5 536 6.82 8.14 2.83 3.70 434 5.36 6.14 6.90 '
3 330 454 5.88 732 8.86 2.75 357 435 5.110 5.79 6.45
4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06
5 353 5.00 6.67 857 10.77 2.61 3.33 4.00 4.62 5.19 5.71
6 3.66 5.26 7.14 938 12.07 234 3.23 3.85 4.41 4.93 5.41
7 3.80 556 7.69 1034 13.73 2.48 3.12 3.70 4.23 4.70 5.13
8 3.95 5.88 833 11134 15.91 2.42 3.03 357 4.05 4.49 4.88
9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 430 4.65
IO 429 6.67 10.0 15.00 2337 T31 2.86 3.33 3.75 4.12 4.44
II 4.48 7.14 11.11 17.65 30.43 2.26 2.78 323 3.61 3.95 436
12 4.69 7.69 1250 21.43 43.75 221 2.70 3.12 3.49 3.80 4.08
f i I LI.
PRESSURE DISTI I13UTION SYSTEM
�G�ross Cover
� epsell, ���?k,"'�
1. Select number of perforated laterals 3 i ,._--_ MT_--
Layer of Geoleelile Fabric r-
• Loamy Sand Layer .7Inch layer of hay or evu"
3 feet . . . with o rosin paper)
2. Select perforation spacing 44 --ig .__.t.-Perla atlon Or Bled Mont.
/I., Info C p Near Top
:�'/i Pluf •I �-{-Al Leoet I2'to E•
t_Urain Fseld Ro i j( of Rock Layer
3. Since perforations should not be placed closer than 1 ft. to --` ,
-Perforations Located of
the edge of the rock layer (dee diagram), subtract 2 ft. from Clean Sand Layer Bottom of Lmerol
the rock layer length. ....,..,_____„... . :
•
Solt Properly ScarIRed
c0Before Placing Sand Layer
Rock layer length 2 ft. =Alt feet
TABLE OF PERFORATION DISCI FARCES IN C
4. Determine the number of s aces between perforations.
P Head Perforation diameter(inches)
Divide the length above byperforation spacing and round
down to nearest whole nun ber. 732 '/e
o 1.0a 0.56 0.74
g =
Length erf. spacing l'0 ft. = 3 f t. = l� spaces1.5 0.69 0.90.
g P P (#3 (#2) 2.0b 0.80 1.04
2.5 . 0.89 1.17
5. Number of perforations is a ual to one plus the number of a 0 0.98 1.28.13
7
perforation spaces . 5.0 1.26 1.65
•
aUse 1.0 foot of head for residential systems.
/ spaces + 1 = )7 perforations per lateral bUse 2.0 feet of head for othereslablishments
I •
• 6. Multiply perforations per 1 teral by number of laterals to
get total number of perforate ns.
Table 2
' X - g� �erfuratiolls Maximum allowable number of minter inch perforations per
laterals peals/lateral 1 lateral to guarantee<10%Discharge variation
perfecalln",peeing 1.25 inch 1.5 inch 2.0 in
(reel)
7. Determine required flow rat by multiplying 2.5 14 18 28
number of perforations by fl?w per perforation 3.0 . 13 17_- 26
33. 12 16 25
4.0 11 15 23
:I
LI 7[/ 5.0 10 14 22
pets x gpm/Pert .I
3�• gpm.
8. If laterals are connected to h ader I e as shown on u "hil a,a.ac.r,e Imp ter""� ,�'"�,�,'"""
P P
� PPer
example,select minimum required lateral diameter from --4-
table 2; enter table with perforation spacing and number --�--
perforations per lateral. Select minimum diameter for • �.,. 1.......:-.......>„-
ofperforated lateral = i>iclies ,,,.- >J-
------
9. If perforated lateral system isattached to manifold pipe near
the center, as in lower examp e, perforated lateral length and --•;.��_n.,re--r,..,..,.-
number of perforations per lateral will be approximately one cr"
w=
half of that in # 6. Using these values, select minimum .1,11 E4: -,.,-,-;' ,,
f
...... .�
diameter for perforated lateral from table 2 cr->».....
• perforated lateral = ) ,C inches r4�' r' '
','.
•
PUMP SELECT ON PItOCUMS
-_ . A. Determine pump capacity:
1. Minimum suggested is 600 gallons per hour(10 gpm) to stay ahead of
water use rale.
2. Maximum suggested for delivery to a drop box of a home system is 2,700
gallons per hour(45 gpm) to prevent build-up of pressure in drop box. •
3. Use value from design of press ire distributiiii ystem.
SELECTED PUMP CAPACITY ?j gpm Pipe Length
I I
Point of Disc
II. Determine head requirements:
1. Elevation difference between p Imp and point of discharge. Elevation Difference
XI feetI
2. If pumping to a pressure distribution system,acid five feet for pressure I wu 1
required at manifold F-18b
feet
3. Friction loss I 1.5 inch 2.0 inch 3M inch
gpm rrlaion Mss per 10011 or pipe
a. Enter friction loss table with gpm and pipe diameter.
Read friction loss in feet per 1(X) feet from page F-18. 10 0.69 0.20
12 0.96 0.28
F.L.= -- .fiCi 11.11(X)ft of pipe 14 1.28 0.38
b. Determine total pipe length from pump to discharge 16 1.63 0.48
point. Add 25 percent to !Aix!length for fitting 18 2.03 0.60
20 2.47 0.73 0.11
loss,or use a fitting loss chart. Equivalent pipe 25 3.73 1.11 0.16
length - 1.25 limes pipe length= 30 5.23 1.55 0.23
..5t) x 1.25 = tr.c-Y1 feet 35 7.90 2.06 (1.30
40 11.07 2.64 0.39
c. Calculate total friction loss by multiplying 45 14.73 3.28 0.48
friction loss in ft/1(X) ft by equivalent pipe length. ) 50 3.99 0.58
•
Total friction loss= (r•,`.•? x 3, l,( 4-100= 3A:i feet 55 4.76 0.70
4. Total head required is the sum of elevation difference, 60 5.60 0.82
special head requirements,and total friction loss.
•
.j + + 4•J
(1) . 12) (3c)
TOTAL'MAD /0 feet .
C. Pump selection D-7
1. A pump must be selected to deliver aleast 14 gpm (Step A) with at least
• fj�~ feet of total head (Step 11). _EST 1MA!E0 SEWAGE FLOWS 111 CALLOUS PER DAY
I tI Nu BOER 7 YrE Or RESIDENCE°
BEDROOMS 1 11 LII- LIC
D. Total l'umpout Volume 2 300 225 leo 691:
1. To maximize pump life select sump si_e for 4 to 5 pump operations per day. 3 • eoa 30000 210 °°et
< In
/t gpd -'-4 = gallons per close 5 750 450 294 rI F+e r
(' by 6 900 525 332 i3•
2. Calculate drainback7 1050 600 370 °'
I. Determine total pipe length,_CPfeet. 0 1200 675 aoe Colon.
2. Determine liquid volume of pipe,/7,1/gallons per 100 feet. (see page F-18) 17-18a
3. Multiply length by volume: I)rainback quantity= 1 I'ipcdiameter Ouches) G:dlonsjcr 100 fro
Z)feet x)],ti gam, /100 ft. = 1;7.1 igallons. 1 -4.49
'Suggested drainback quantity is 10 percent of pumped quantity. A larger drainback 1.25 7.77
percentage will decrease pump station elliciel cy slightly but pumping energy costs are
usually a relatively small part of the total household energy costs. 1.5 10.58
2 17.43
3. Total :ump out volume equals lose volume •)•drainbac 2.5 24.87
jQ__
. gallons per dose+c7,_ ;idiom= Q 'fatal Gallons 3 • 38.4
4 66. 1
Sizing of Pump Station
1. Determine Surface Arca T
Rectangle=Area= L x W I Width�, 1
x = square feet • 1- Length -H
Circle= Area = It x(Radius/2
3.14 x x = fquare feet ^- Radius
Other=Get Surface Area from Manufacturer .'...') a=3.14
_
square feet . IY ) C 2'. -� i f
ISN. er
.QAC/1.
2. Calculate Gallons Per Inch
There arc 7.5 gallons per cubic foot of jvolume, therefore you must multiply the arca,.,,.-.- '-
times the conversion factor and divide by 12 inches per foot to calculate gallons per inch
Arca x 7.5 gpft 3+12 inchs per foot ••-------__________----- •
x 7.5+12 = gallons/inch
3. Calculate Gallons to Cover l'unip(wit 1 2 inches of water covering pump) Estimated Sewage Flows in Gallons;• r dd...
(Height(in)+ 2 inches) x gallons/incl (#2) (gpd) ••
( I, + )x 3 = 3 G t allons umccr
8 of
Type I Type ;1 '1}pclll Type
Bedrooms IV
4. Calculate Total Pumpout Volume 2 225 180
a. To maximize pump life select sump size for 4 to 5 pump operations per day. 3 . 300 218 ,(W
600 gpd +4 = J gallons per dose 4 000 375 2'
b. Calculate drainback 5 750 450 .
1. Determine total pipe length, )� feat_. 6 9001 525 332 1,
P P g - . 7 IOM 600 370 11
2. Determine liquid volume of pipe,)7, gallons per 100 feet. 8 120:, •.75 408 column%
3. Multiply length by volume: Drainback quantity=
SO feet xj/.U3gallons/100 ft.= 1.7/gallons.
Pipe d1R,pCICr(int c;) Callon%p..
c. Total pump out volume equals dose volume+drainback 1 ;
ISD gallons per dose+ 13,7? gallons= 1 S!.PIP.7? gallons 1.25 7.77
. • 1.5 10.58
5. Calculate Volume for Alarm(typically 2 to 3 inches) • 2 17.43
Depth(in)x gallons/inch(#12)= I 2.5
3 x 20 = 6 ,40gallons . 3 ,;,;.•+
4 1 66.1
6. Calculate Reserve Capacity(75% the daily flow)
Daily flow(see page D-7)x.75=
(OO x.75= LJSQ gallons I
7. Calculate total gallons 7 Reserve Capacity
gallons over pump+gallons pumpout gallons alarm +gallons reserve capcity
##3+ ##4 c+#t 5+## 6
• - 6.2 + 1.57,7+ 69.9 + ea / allons y Alarn .
v Pump On
8. Total Depth (Total gallon divided by gallon per inch) A
Total Gall (##7)+gallon/inch(#12) .
16103,-"'-f- 73,3 = ti3 inches To al Pumpout Volar. ,.
T Pump Off T
Pump Height
..4. Float Separation Distance(equal total ptimpout volume) •.
Total umpout volume(#4c)+gallons/inch (##2)
/$-/,' + 23 3 = 6.1 0 ,inches
Test hole location1 Ijb
�') !tole number j-- I
Dale test hole was prepared / ? , Depth of hole bottom, / 'J inches.
Diameter of hole, (/, I inches.
Soil data from test hole:!
Depth, inches L Soil texture
16) _ 1? kr
1
tsi„
.//of Q I •V
Method of scratching sides all KN)i 1 ' ..
•
Depth of pea-sized gravel in bottom of hole, inches.
Date and hour of initial tater filling /2 (•'p - p gc n
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
Percolation lest readings Made by 1j) ,-A) .`'i,. I +nr( pgbk. on
a
starting t .m.
0 g C�JCQ -- . Maximum water depth above hole botto
(dale)
during test, G- inches.
Time Percolation
Time Interval, Mea urement, Drop in water rate, Remarks
Minutes nches level, inches minutes per
inch
O co -3b / %� • 7
o'2,: E- t c)6
L 1 ° 3 / ���
1
1
I
Percolation rate = .0 r minutes per inch.
. ....,,,i,1.4-1.,,I •L;JL Ut\L(f JIILL' L
Test hole location �ck(c) C k. Cir P -b, ' � 'J
al Q \ f�. 1 i (tole number (�
Date lest hole was prepared /7 3-r0 ).". , Depth of hole bottom, /2_, inches.
Diameter of hole, (r, 1 inches.
Soil data from test holei
Depth, inches Soil texture
•
—JO - 1g L ( 161' C(\.1 L „,
., �. 66 1f 11 I�
l�`- L` S,�t�Q-\\t`C r'` �tl:'�P., C .; o C q i.q`
`� V
'2itccJ l9�
Method of scratching sideil all
Depth of pea-sized gravel'' in bottom of hole, �- inches.
Date and hour of initial Water filling J) 3€.p - 0is'c
Depth of initial water filling, / . inches above hole bottom.
Method used to maintain ad least 12 inches of water depth in hole for at least
4 hours c)l^4c,A../ .
' Percolation test readings 'made by , alit) 0 C 'lir, c r ..c..):4./d•
on
19 -E.(.:) starling at 7 Oena'°�, . Maximum water depth above hole botto
(dale) Glum?
during test, Cr i inches.
Time Percolation
Time interval, Measurement, Drop in water rate, Remarks
Minutes incites level, inches minutes per
_ inch
c-16c. f' / -11,____, -3O
c, '13 0 7 e> / ..i"1�1 'C')
C;`IC'D 3 6 / _,;,�,� 3 0
I —
1
i
Percolation rate = 3 p minutes per inch.
1
i.a..,V,.n1 Lvli 1601 OAL(\ JULIA
Test hole location ./J—q(4) C'( �� ,_L Ce.i r1 4 f
� �' � 1 1 I 4 ![ole number P-- 3
Date test hole was prepared ! '� r �}- Aepl-h of hole bottom, / ),. inches.
Diameter of hole, [, inches.
Soil data from test hole:
Depth, inches i Soil texture
(4.5 - ( /31k0 4 >>
ld�
Method of scratching siderll /�CN�'. L
•
Depth of pea-sized gravel in bottom of hole, 2 inches.
Date and hour of initial water filling f21- ( c'C
Depth of initial water filling, l�J inches above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least
•
4 hours v, Cn <<?n, •
Percolation Lest readings lade by -p,r/{) {, �'; } , �; I,l, On
a�.m'
t `� r'�O . Maximum water depth above hole botto
(dale) �._
during test, CO inches.
Time Percolation
Time Interval, Meas�irement, Drop in water rate, Remarks
Minutes • itches level, inches minutes per
inch
b-'3 CO _ a /,- • a C-,
11.5 b 3� / %L •
�4/6,- 3n /, g a
- i
- i
Percolation rate =
minutes per inch.
Test hole location _ I(`!C2Id (`� ' I� ��'�_'►( 1'�< <
__ ► Hole number
•
Dale test hole was pi ""pnr�ed 1c /� 7' / .
Date , Depth of hole bottom, /2, inches.
i
Diameter of hole, _ I inches.
Soli data from test hole:
Depth, laches , Soil texture
_C .'j _ 1 7'1k (? cd /v„ 1
--- ��' --j-- 1 `10,d i 'U r_ r e (
Method of scratching, !.idew6ll AkJr' Pc •
Depth of pea-sized gravel lin bottom of hole, i.1-- inches.
Date and hour of initial water filling (c/lf/y' , 0`100
•
/ �_ Inches Depth of initial water filling,
— s above hole bottom.
Method used to maintain at least 12 inches of water depth Lille for at least
4 hours i Y1!\1LtJ• 1►' if
Percolation Lest readings Made by .`1 ) _ l4� c A A) er 67: , .\1 r, .... on
(r- ql..2. stariing at f',, Cc) �g:.1.- ' Maximum water de ►th above hole bull('
d!alIL.m,_..1
during test, F _ inches.
Time Percolation
Time interval, tieasOremeut , Drop In water rate, Remarks
•
Minutes inches level, inches minutes per
inch
Yv4 � ___ .
r c, mac^ .y. .Y67
0 G..'t t' �� I `�/f . 0 ')
— - j
1
Percolation rate a41/e minutes per inch.
V
'l of hole location /i( C.- 6l � ��r(r7 ) . ,; PI,/ Hole number f , •), f
Dale test hole was pt. ',paled 6O//b7' /
a._. , Depth of hole bottom, /2, inches.
Diameter of hole, -1, I incites.
Soil data from test hole:'
Depth, inches
Soil texture
(O _ —. __ 1 ( � A,.t /`,-1 ‘
(pc- /A/ - p.„ 1' /i) )
//I _ ( J P_ .
Method of scratching, !;ideWall A,,m Pc. •
Depth of pea-sized graveljin bottom of hole, Inches.
Dale and hour of lullla.l water filling // �y' '. . ot)eic
Depth of initial water filling, f
/ — lncltes above hole bottom.
Method used to maintain at least. 1.2 inchesoff/ water depth in hole for at least
•
4 hours - / -Vt.
Percolation Lest readings Made by •
`J) _ /k•1 •,•,,, /\ . (.'C' , ,\ !:Oti...
011
G1 L (r stare lugl f),� nr7, _ - .- Maximum water depth above hole bollr
date ' 'jigiii__.)' {
during test, _ inches.
Time
Percolation
Time interval, fleas Iremeut , Drop in water rate,
MinutesRemarksitches level, inches minutes per
inch
`f.-;'.,a,)
f
i
f
_—_+-_
Percolation rate / ,
/. minutes per inch.
Test hole location -_ -.� !:)/Lt7(?),!-: rL ► Hole number /4-r . (e"
Dale lest hole was pc „i,ared ��/- / ��
�� J ��-- , Depth of hole bottom, /,�� inches.
Diameter of hole, Inches.
Soil data from test hole!
Depth, inches Soil texture
r .
A/-
Method of scraichlup, AA1r pc
•
Depth of pea-sized gravelin bottom of hole, Incites.
Date and hour of inti- ia.l water filling W/,-,//
/), OPO
Depth of initial water filling,
D- inches above hole bottom.
Method used to maintain at least 12 incites of water depth In hole for at least
4 hours J
l'ercoiallun Lest reach i.ups made by - `I)C A• t A. A_' c,C= ,•
Utl
�r �U .2 start Ing al �• -c a.m. Maximum water depth above hole boll()
dale')
lt~tn._.1'
during test, — iucites.
Time Percolation •
Time interval, llea.uremeitt, Drop in water rate, Remarks
Minutes inches level, inches minutes per
inch
op 1
J J
— i
t
Percolation rate j�•I minutes per inch.
DATE 101)0C
CITY OF ORONO CALLED IN '.. .1—'
�� � %
INSPECTION NOTICE SCHEDULED � - -7av JCS i34
PERMIT NO. / QpCOMPLETED /,
r.-‘2,,,,-/,/ei> 4,1
ADDRESS ip 94OWNER L. CONTR. �`1�C ir>4
6
TELEPHONE NO.
DESCRIPTION -773;-'4k_k..
Lij 01 FOOTING 11 MECHA ICAL RI 16 WELL TEST PUMP
Q.
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
ti 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
--I 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
sZ
IQ 09 PLUMBING RI .E:'D i 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC AL
Q OWNER/CONTRACTOR TO M YOU: YES_NO
o COMMENTS: — L r./}
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�VORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE
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CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL RETURN
❑ CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor on 'te:—_ .
Inspector. 4r/ 4.- / LD
White Copyllnspector's File Canary Copy/Site Notice
DATETIME
CITY OF ORONO CALLED IN g'/"9/
INSPECTION NOTIC SCHEDULED 9 . •
/ 6-a
PERMIT NO. /1940 COMPLEED ' l / i I
ADDRESS T � , °f.,ei fied-aeWal 5
OWNER 9�e� CONTR. l
TELEPHONE NO. 4/4,2 -SSSS'
DESCRIPTION
k.
Uj 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
ti 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
v 07 DEMO—FINAL 27 • . AINT. 21 COMPLAINT
LU 09 PLUMBING RI 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SE• 1
Z OWNER/CONTRACTOR TO MEET YOU: YES NO
9, COMMENTS: ' - � l Y //
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0Q.
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..-E-7;r.4.1‹ - 1) . l'\5-Y: kr/S127
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d ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE
W
CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
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 hou in advance.473-7357
OwnerlContract /- / -.
Inspector. // J/ _
White Copy/Inspector's File Canary Copy/Site Notice
DATE4. TIME
CITY OF ORONO CALLED IN �—"7-9 7 ,/•'3O, i
INSPECTION NOTICE0 SCHEDULED 9- 8-9(-/ 6K i2' /-
PERMIT NO. '• m COMPLETED
ADDRESS ` O i`6- �, -5-,
OWNER -4 _ L -' CONT . U
TELEPHONE NO.r `-/ 7 c' 3S9 y
DESCRIPTION
k.
1U 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHOREIWETLANDS
Z04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL
Q 05 FINAL 13 METER SET/TURN ON 17 SITE INSPECTION
07 DEMO—SITE 14 SEWER HOOK-UP 06 PROGRESS
v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
W 09 PLUMBING RI 15 SEP 22 FOLLOW-UP
BING FINAL I SEPTIC NAL
Q • ONTRACTOR TO MEET YOU: NO
9 �COMMENTS: — 1415 E V' Oil
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❑C RRECT WORK R PROCEED El ISSUE CERTIFICATE OF OCCUPANCY
O 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
❑ CITATION ISSUED
El INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor o i,.-:j
A.Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLE IN
INSPECTION NOTICE 4'?ID SCHED LED _JO-r6-9'71 /D03
PERMIT NO. court, TED
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ADDRESS —4.1a as
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OWNER //h CI NTR._, .4---1°!�'/Li1�
TELEPHONE NO.
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DESCRIPTION
14.1
01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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0 03 INSULATION 24/25 WOOD BURNER/FREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 1 17 SITE INSPECTION
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= 05 FINAL 14 SEWER HOOK-UO \ 06 PROGRESS
v 07 DEMO—SITE 27 SEPTIC MAINT. I 21 COMPLAINT
W 07 DEMO—FINAL 15 SEPTIC INSTALL 1 22 FOLLOW-UP
= 09 PLUMBING RIEPTI IN 35 HARD COVER REMOVAL
✓ 10 PLUMBING FINALI 36 FOUNDATION REMOVAL
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[2 CORRECT WORK&PROCEED ISSUE CERTIFICATE OF OCCUPANCY
0 ❑CORRECT WORK,CALL FOR REINSPECTION
0 BEFORE COVERING I TEMPORARY
0
PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. r PHOTO TAKEN
INSPECTOR WILL RETURN
0 STOP ORDER POSTED.CALL INSPECTOR I'^ CITATION ISSUED
0 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in dvance.473-7357
Owner/Contractor • sit:
Inspector. ;:i!
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White Copyllnspector's Dile I Canary Copy/Site Notice