HomeMy WebLinkAbout1994-006559 - new septic system PERMIT
CITY OF ORONO
PERMIT TYPE:
2750 Kelley Parkway- P.O. Box 66 SEWER & WATL
Permit Number:
Crystal Bay, Minnesota 55323
(612) 473-7357 Date Issued: 1 1
SITE ADDRESS:
122F: ORONO OAKS OF:
CH
P. I . N : 5-118-23-34-0012
DESCRIPTION:
NEW !;EPTTC.:. SYSTEM
Sewer & Water Permit r NEW Sil:FTI :
Sewer & Water Wc.rk Type RFSIDFNC:E
CITY ARANO
IrINANCE ATTICE
77/1-rillthl
IT
01 13fl 100.00
1222200000 FT
rrki 71i
V.5. vs.!? v
iiJrrTi 110
1. 1J V
r*Cri: A v i
Hit)
4,318270 C001 ROI TOS:28
11/03/94
REMARKS:
FEE SUMMARY:
FP?.71 $100 . 00
rCri r S . F,0
Tc.tal Fee $100. 50
CONTRACTOR: - Applicant - OWNER:
AAA POLLUTION CONTRO_ INC E,73DANIELS MR
152!; S STERLING ST 12-7'S ORONO OAKS OR
ST . PAO MN 1 1'3 ORONO MN '.;F: SE:.,
r-;1:2) 1
THE UNDERSIGNED HEREBY REQUESTS PERMISSION. TO MAKE THE REAL IMPROVEMENTS
bPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLAANcE WITH ALL CITY',OF
ORONO ORDINANCES AND STATE OFMINNFSOTA BUILDING CODE REouIREMENTc
L
(24.6
APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
CITY OF ORONO QoSF PTJigqpTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323 GUY OF
JOB SITE ADDRESS: /c)?S 0/-0,36 O s
Occupancy Type: Residential X Commercial Other
Permit Type: L New S Replacement System, 0100.00)
Repair Existing System, $ 50.00
0.5;Ciliate surcharge added to above fees /OD -I°
*See fee schedule for non-residential permit fees
Owner's Name: AN 1 E L S Phone Number:
Mailing Address: S.t,V,s City: Zip:
Contractor's Name: /9',979 /// 1-; JCQ,,`}rbJ Vic, PhoneNumber: G,/,„) _FL3 q1
Mailing Address:/SSS S. 5 ,,/;,,1 Sf City: S*A u ( Zip: 5-57/
)
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.
-v
NOTE: Applicant must initial all spaces. If 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 ,4/p
C
Tank Ca acities: 1) )ZXo gal. 2) iv-6 gal. 3) gal.
B. Pump Station (if required)
Pump make & model j7Aa#4a -s-6"W (attach pump curve &
literature); system design requires s/ gpm at /82' feet of head.
High water alarm make & model 412 Zj,.,Nf/L . 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 ock bed dimensions 69 'x
Drop Boxes Sand bed dimensions yZ 'x 93 '
Distribution Box Pressure Dist. Pipe Diam. "
Maniford Pipe Diam. a "
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.
Signature of Applicant: Date:
MPCA Certification No.:
Staff Review: Approval �. Denial
Reviewer: 1 / ' Date: 0 -„7y-
Reason for Denial:
. , . . . ,
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"' r.,.:.-. ' SEPTIC SYSTEM APPROVAL Y
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CITY of ORONO
1\,...;,. 1,_�i;�� l,; ��, Municipal Offices
Post Office Box 66
ri n�t�;1� ,..os,
crystal Bay,Minnesota 55323-0066
�ESHa
- LOCATION: 1225 Orono Oaks Dr.
OWNER: Jim Daniels
GENERAL CONTRACTOR: Charles Cudd SEPTIC CONTRACTOR:
SITE EVALUATOR:R & D Soil Consultants REPORT DATE: April 14, 1994
The City of Orono has Approved your on-site system design as of May 26, 1994
(approved-disapproved) (date)
with the following comments: The primary site is more north and east than
the site plan indicates and must be relocated as shown. The alternate
site is undersized and must be 10 ' longer than shown on the site plan.
Also, due to the added size to the alternate site, the system will be
very near the lot line. The lot line must be marked near the site now.
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 VEHICUAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20'
of tested drainlield 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
i .,,
By /"/' ► ' .
Stephe Orec pan, On-site Systems Manager
TELEPHONE-473-7357 • FAX-473-0510
, 0 -23-1994 13:45 612 731 4869 CHARLES CUDD CO. P.01
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Unity of Site Planning,Architectural Dsssign&Constructionill
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FAX COVER SHEET
TO: 6DATE:
OF: NO. OF PAGES:
(INCLUDING COVER S EET)
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PERCOLA'I'LON TEST
MOUND SYSTEM DESIGN
FOR
Charles Cudd Homes
Daniels Property
1225 Orono Oaks Drive
Orono MN ''
SITE
SAME
PREPARED BY:
DON'S BACKIIOE AND EXCAVATING
11$85-110111 ST.
COLOGNE ,MN 55322
(612)466-5959
M.P.C.A. CERTIFICATES
#758 & #2368
April 14, 1994
April 14, 1994
Charles Cudd Homes
Mr. Max Norton
1802 Woodlle Drive
Woodbury MN 55185
RE: 'Septic system design and
percolation test for; 1225 Orono Oaks Drive
Orono MN
Hennepin County
We were retained by Mr. Norton of Charles Cudd Homes to provide criteria for the design and
installation of an individual sanitary sewage treatment system to handle the sewage flow
generated by water-use appliances within a single family dwelling with 5 bedrooms.
PROcEDVRE
A total of six (6) soil percolation tests were performed on April 13, 1994 in areas to the east and
west of the proposed house.
In addition , six (6) soil boring's 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 identify the underlying soil types. Location of tests
and boring's 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 test holes were drilled to a
alternate mound depth of 12 inches with a 5" i.d. x 6" o.d. auger. Two inches of pea gravel were
placed in the bottom of each hole to prevent scoring. Water was then added to the test holes and
replenished as necessary, maintaining saturation for four hours. Then each hole was refilled to a
9 -inch head of water over the bottom, and the percolation tests commenced.
. _
PERCOLf1'IION TEST RESULTS
Results of percolation tests at holes P-I, P-2, P-3, P4, P-5 and P-6 as observed in minutes per
inch arc indicated below.
P-I P-2 P-3 P-4 P-5 P-6
48 rnpi 48 mpi 54 mpi 54 mpi 60 mpi 54 mpi
Secondary Site Ave. 51 Primary Site Ave. 49 mpi
SOIL BORING'S
lid 02.2
Black Clay Loam 0 - 8" Black Clay Loam 0 - 6"
Dk Brown Clay Loam 8" - 23" Dk Brown Clay Loam 6" - 22"
Yellow Clay Olives 23" - 60" Yellow Red Olive Clay 22" -60"
Mottling observed at 23" Mottling observed at 22"
l
Black Clay Loam 0 - 7" Black Clay Loam 0 - 10"
Dk Brown Clay Loam 7" - 22" Dk Brown Silty Clay Loam 10" - 18"
Yellow Olive Red Clay 22" - 60" Yellow Red Olive Silty Clay 18" - 60"
Mottling observed at 22" Mottling observed at 12"
I3=5 1-G
Black Clay Loam 0 - 6" Black Clay Loam 0 - 6"
Dk Brown Silty Clay Loam 6" - 14" Dk Brown Clay Loam 6" - 14"
Yellow Red Olive Silty Clay 14" - 60" Yellow Olive Red Silty Clay 14" - 60"
Mottling observed at 14" Mottling observed at 14" ,
DESIGN REQUIREMENTS
Considering the soil data and minimum design requirements of the Septic System Ordinance, our
proposal is as follows:
Construct a Mound System based on an estimated water usage of 750 gallons per day.
750 gpd x .83 x 110% sq. ft. gppd = 685 sq. Il. bed area-minimum design size.
Proposed Design Size 10' x 69' bed=690 sq. ft. bed area.
2- 1750 gal. tank
1- 1250 gal. pump tank
CONS'T'RUCTION PROCEDURE FOR A SEWAGE TREA'1'IVIEN'i' MOOD
Soil Surfaee preparation
A 2 inch discharge pipe ('tont the pump to end of the mound area shall be installed prior to soil
surface preparation, The trench excavated to install the discharge pipe shall be carefully
backlilled and compacted to prevent seepage 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
installing u soil treatment system, and above which manipulation will cause compaction and
puddling. Surface preparation or scarification will be performed with a buck-hoe bucket. There
shall be no dead furrow in the mound construction area.
Mound construction shall proceed immediately Mier surface preparation is completed. Every
effort should be taken to prevent rain from falling on the prepared soil surface_
Construction Materials SI Distribution of Effluent
A clean washed sand layer shall be placed where the tilter(rock bed) material is to be located.
This sand layer must be at least 15-inches deep and should be deep enough to level area for
mound. A tracted crawler tractor with a blade or bucket shall be used to move the sand into
place. At least 6 inches of sand shall be kept under the tracks to minimize compaction of the
The quantity cit.effluent delivered each pump cycle should be at least 190 gallons, but no more
than 210 gallkms per cycle.
The amount of effluent pumped per cycle depends on the surface area of the pumping tank and
the setting of the pump start and stop. A relatively large pumping tank surface area is needed
with a small pump out depth.
There are several pumping situations that can be used with this onsite sewage treatment system.
These situations should be in concurrence with the County Ordinance, MPCA Rule 7080, and
the contractor installing the system.
Ijtspet tion lope
A vertical inSpeetiun 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 an end opposite from where the
•
sewage tank effluent enters the rock layer. The inspection pipe shall have 3/8 inch, or larger,
perforations spaced vertically no more than 6 inches apart. At least 2 perforations shall be
located in the rock layer. The inspection pipe shall extend to the bottom of the ruck layer with
an elbow beneath it and shall be capped flush with or above the finished grade.
•
•
•
•
MAINTENANCE
Pumping Qt'Septic Tanks.
The owner of any individual sewage treatment system must properly clean the septic tank or
tanks at least once every two(2)years or sooner it'necessary in order to prevent the sludge from
teaching 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. Please note that this
is required by City of Orono Ordinances,
Drainage and littl landscaping
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 and parking surfaces are drained away from
the system.
To help the tunctioning of the mound system, it must be sodded or seeded. Shrubbury can be
planted around the base, but not on top of the mound. If sod is not feasible the mound area shall
be covered with hay and seeded as to prevent erosion.
A water meter can be installed to measure all water entering this system.
NOTE : If.a chlorinated Hot tub is installed in the house this must be daylighted and mit
plumed Into the static system. Chlorite dues kill bacteria in the septic tanks,
Also, any sump pumps, pools, ground water, water softeners, or any other non-plumed water
devices must not be run into the septic system. To do so will void any and all warranties.
. __
GENERAL
The contents Or this site evaluation and design report are to be applied to the property listed,
reprints for other applications only with the permission of Don's Backhoe and Excavating, Inc...
The soil conditions have been established at the test hole locations only. There may be
variations in soil stratigraphy between and around the boring's, and interpolation and
extrapolation of the results is not warranted.
All requirements of this design shall he followed in order for the system to perform up to the
designed capabilities.
REFERENCES
;S
Home Sewage Treatment
University of Minnesota
Agriculture Extension Service
Dave Gustayson
Extension Engineer
and
•
City or Orono
System Ordinance
and
• Minnesota Pollution Control Agency Rules
and Standards Chapter 7080
If you should have questions or need further information,you can contact staff-at the City of
Orono (Zoning) or me at your convenience.
Sin rely,
Don's Backhoe and Excavating, Inc.
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Vi DATE 4►--,...! PERMIT NO. .
APFR VED AS SUBMITTED
�( '�= % \ ,,APPR VED WITH CORRECTIONS AS NOTED
`-i -;\I'W �� K N 7 NOT APPROVED — CORRECT & RESUBMIT
These comments are for your information. All work shad be don.
0(/) '.J :: full compliance with all �ppticatle building & zoning rode h"`�1 \+!c,ernents inciudlr:pt items riat a ecificeity noted in this.review.
` — j k , THIS PLAN SET; ;7s SITE AT ALt. TIMF';'•
• MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd) •
A, FLOW liathm led Sowago I'luwt in Gam lax day
Estimated 15-0 gpd (see pages 0-7 or 1-3,4, 5)
-7,7;
ltt'd)
Ur measured gpd x 1.5 = _ of '1).141 7Y1w 11 Typo III 1)po
Bedroom, ly
1 300 223 180
U. SEPTIC TANK LIQUID VOLUMES 3 430 300 2111 km
4 61x) 375 236 :dam
Z-iZ6-t) gallons (see pages C-3 or C-5) 5 730 430 294 i.
6 9tx) 52
0 332
'f1
1.
7 1030 61X770t I Z:131)n 46,-,pr zia-z III
N
1200 613 4011 idWnn
C. SOILS (refer to site evaluation)
1. Depth to restricting layer = L/ inches Sepik nnk''i'a I k•n to g i'l,...y
Nvmkr of Minhnvm IJquld IJqu61 uprwlly W4h
2, Depth u{r percolation tests = / 2- inches Bedrooms capacity p.bntscimatal
3. Percolation rate _ 6-0 inpi 2orlemP ,+11 11x"
3 m 4 Iltial 13x11
4. Land slope ,_ •-/-1Ltad'f% 4nr� tka
D. ROCK LAYER DIMENSIONS
. 1. Multiply flow rale by 0.83 to obtain required area of rock
layer: Daily Flow x 0.33?4//p1,1;4 .
7S0 . gpd x 0.83 sq. ft./gpd d gs-sq. ft.
2. Select width of ruck layer,(10 feet ur less) = if ft.
3. Length of rock layer = Area + Width =
GlY sq. ft. + 4) ft. = ( 9 ft. Rock Uel,t
=- mow Lmigllt
1. Multiply rock area by ruck depth to get cubic feet of rock; e i/
OW sq. ft. x I ft. _ cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
690 cu. ft. + 27 = 07¢ cu. yd. '
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
JO cu. yd. x 1.4 ton/cu. yd. _ J tons.
F. ADSORPTION WIDTH
1. Percolation rate in top 12 inches of soil is \-O mpg1AIlxt'r'1i11u11 wltllll tilzltiellible
2. Select allowable soil loading rate from table tut page E•' 1�bitit.fln'l ltnlo tisuorn, Ratio of
It +cr swum,. 0,2,tiny ht AUataidlnn width
�� gpd/f t' loch(MI'�) ultimo foto III hock 1.uycr
"V"'
3. Calculate adsorption width ratio by dividing ruck layer rimy lhmt11,1• Coat*,Rodd
11.1 In S Rant 1.20 1.11)
loading rate of 1.20 gpd/f t2 by allowable soil loading rate; 0.1 los ring Sand•• 0.00 2.10
1.20 gpd/ft + rVSgpd/ft2= - 61o13 Sandy Imam 0.79 1.32
�/ 16l03U Loam 0.141 2.t$1
1110 43 Silt Idmllt 0.30 2.40
Check this value vu pose L-'IG, ' rg4iii# Chtintltilk1
4. Multiply adsorption width ratio by rock layer width to get )1Inw t::o CIxy
required adsorption width; _
l a x 2.G7ft C 1 ft
____ ..
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G. • bowNSLOPE DIKE WIDTH
1. If landslope is 3% Or more, subtract ruck layer width from
•
adsorption width to obtain minimum downslope dike toe fur
absorption:
j..) ft - /an . _ /? feet
2. Calculate minimum mound size based on geometery:
a. Determine depth of ole: t sand fill at upslope edge of rock
layer: Separation 11• _feet
b. Multiply rock layer width by landslope to determine drop „Mc...
in elevation; Slope faif fcrcnce g?tii?itt 7::-...0,--bh.,
O__ x _ y 70 + 100 = ,y feet ----________, �..:.lir..
e, Add depth of clean sand depth of clean sand for 1»"�" L rim�r
separation at upslul?e edge (2a) Eu depth of ruck layer to `"`
rock depth and the depth of cover to find the total mound ` ....
height at upslope edge of rock layer;
,1,23:1t 4• 1 ft + 1 fl = 3.25-feet
d. Enter table on page bottom with landslope and upslope
. dike ratio. Select dike multiplier of 3',vs' _,
e. Multiply dike multiplier by upslope mound height
to get upslope dike width: 4,1. x . q,,i/5' _ . it feet
1. Add the depth of slope difference (2b) to the upslope
height to get the downslope height
2,25: + , q 4,415' feel •
g. Enter table on page bottom with landslope and
downslope dike ratio. y' '7
Select dike multiplier of
it. Multiply dike multiplier by downslope mound height
to gel downslope dike width: L/ -7�` x,7.b = 6 feet
i. Compare the values of step G.1 and Step G.2.h. Select the
greaterr.Co�f the two values as the downslope dike width;
/ ') feetr r;�7,77.7,77.7.7X::::,:...,..
{X��7. --..
j. Total mound width is the sum of upsiop ► (,...V.7,7:7;:7; :::::,,.6'}4,.1 ;);;1.4e1>rko%:4111 `"'.11:
e dike It.,, �11villill � i 1 ��" •;;:
widthplus rock lay width plus downslope 1t' ' ::;;.r;' :,;!,:'.' :'::;, ';:;':
'uc ger � sloe '{:;•, .,::'.: .;';
dike width; ,'4:'••: ,, t t Icor 1,1•I,,µ1,•1 !'(1 •�;;"••,�
:::,;:�:„ . i,/tom .:. ::,
J IL E J ft 't _ ft y fed t U,ttlt i>t lJikv 51i1Jih a " :'i::rI�• ::,i. ,.U,;61r•yte'IKkc SVldth _
k. 'tidal hound length is the sum of upslope
''" ::!f`,, } :r; ; �
dike width plus i ' it length 1 •. :i:,"i,;. •'f' 144nai,..,.lk4 id r:.1+.},,;r'+;1
rock layer 1 gilt plus ,::u4 ;,,'14q 1�wli; ,
upslope dike width; ;�,':�: '; ••. 'j;'; f
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a 3.95 S.M 4,3.1 115I 15.41 2.47 3.411 1.77 4.tn CO 4.M
9 4.11 A 7.5 130 1.1.(14 14,11 3.11 2.94 3.45 3.91 410 4.41
111 4.71 6.67 10.11 19.110 73.33 1.11 2.4 3.11 3,75 4.11 4.44
11 4.44 7,14 II 11 17345 31143 3.24 2.79 3.73 3.61 3.95 4,74
12 LIR 7.49 12.11 71.4.% 4.1.73 2.21 1.70 3.12 3.49 3.11 4.157
v.� -1:J:Jti 1... v1.c_ i.tel YLl..i.J i...
1'1alI ,S&Ja11US.}N i'ROCEU1JJ(I
A. Determine pump capacity:
Gravity Distribution kWaEtlrurrnrlurl OF A POI-01AMEu 1.AtEnML
1, Minimum sugbeSted is 600 gallons per Itour (IU 1;pin) to stay ahead of
� i-0ran Grer
lvalr_'r use rate, ei!-,� 1 -k_,,.; i r.._4..
I4.1 topsoil .j Illy t
2, N11141111111 suggested fur dc'livvey' to a drop box of a home system is 2,700 ',�R :- ,-.,,.'
gallons per hour(45};pm) to 111evC111 hoild•up of pressure in drop box., • 1.e.mr fine Lerrr /"...1:::1:1.01.11");:4'::1r..'a...rd
`-
' h411.T.nl� td uit PMM
,•� f1111QI1$s
Pressure
01,1iivaj-j la'it1 s' ,eJ.,l I4.lOaliou 0N01,4 II1n1,nIgU,
1 ressure UIstribution , '111`'1•',1. i� !: kilo t p Nr1r top p
3. P. Select number of perfuratetl lai(er lis "'a'Ila, �"�= -AI Leell v wee
__J 7__I t, 191.11 1.1.D4L�►�u.a.. •: of ma urn
b. Select perforation spacing ,-- •.r, ee lug,1„clod pr r
C. Su 1' et 2 ft. from the luck layer length. Glen goad Lep, pellenl ,1 Luca
/gyp 1
11W etre rr n�,l. (t. &71._ft.
` r•U11pgN hIl r.ngl IIe.l1Il,d
Orme I'lu U'o fund[qer
ii, Determine the number of spaces between perforations.
Length purl. spading ...i'1,_ ft. '-__L (1. .4 2 2- sirtees
1. '� spices + I >e Icrfnlltlittn�l/l;ticl;tl 1Al1LlIDI:I'faillUftA'I•IUNDISCI!ARCliSIN•
______M
.7, • - -i243 i
'11
' f, hiultiilly perforations per lateral by number of laterals to '� 11nld l'ct(urotlundian,eteranchey) �
,et tutnl number of perforations.
r
11e'turttliunti, err '�,
t/
tuft 0.56 U.74
g. x t,„,,,,,.-.D 1! ` ) 1.5 11.69 0.90
r"` b) in. 2.01) 11.1111 I.04
/ 2.5 0.09 1.17
SELE'C'TED lump CAPACITY ,S 611111 30 0.98 1.28
4.0 1.11 1.47
5.0 1.26 1.65
U. Determine head requirements:
1. Elevation difference between pump and point of discharge. nUse 1.0 fool of hand fur mitlenllnl*Mums.
Misr 2.0 feel of dead Inr cithrr!stnlillplunenls
id feet
2. If pumping to a pressure distribution system,add five feet for pressure
required at manifold
feet '
3. Friction loss Pipe Lcngth
a. linter (Action loss table ‘villi);}nn and pipe diameter. l 1
Read friction loss in feet per. 1(X) feet from table. Point of 1)1801111;eF.L, _ .� en 13./100 f1 of pii,e.
b, Determine total pipe length from pump to dischargeLlcvatiun Difference
point. Md 25 percent to pipe length for fitting _ .Jt l amp
loss,ur use a fitting loss chart. Equivalent pipe
length- 1.25 floats pith length ; _•lttb
40 x 1,25 -_ ` feet- 13 Inch 2.0 inch 3,11 inch
C. C111Culute total friction loss by multiplying
win 1,iuii1,111we per IW llorpipe
friction loss in fl/1(X) fill equivalent pipe length. 10,64) 11.211
Total friction loss i. _ 7. -_ x _• +100= I20 0.2 ,331
1Ot}��_. feel II 1.288 01),38 •
4. Total head requited Is the suul of elevation difference, 16 1.63 0.48
special head requirements,and total friction loss. 18 2.03 0,60
20. 2,47 0.73 0.11
/02.5 3.73 1.11 0.16
E _ _ ...5. ~+ __j� 30 5.7.1 1.55 0.23
(1) (2) (3c)� 33 7.90 2.06 (1.30
40 11.07 2.64 0.39
45ACM/5 ,feel 51 14.73 3 0.48
TOTAL 11I AU .76
0
5 4. 6 0.70
Pump selection
7. ('t) • 5.60 ' 0.82
1. A pump mus be selected to deliver at least ,;$7 _spin (Step A)6 9 •
with at least) feet if total bend (Step 13). .
l
I. l)ult.'I'i iiiie l;lit lace AItl;l -1�
IteeI1111I;1e = Alva = 1. 3 w1Villlll
'� L
x - stluiue feel ____�
—" Lt:uglh
Click= Ai ea r it x (Ratliuti)i
3.I'1 x x " — _ rtlu;ue tct'1
IGuliu�
(:)lilac a al Gu)fore Alen flute ltlimilfacluler I'�.ci.... '� I.t
• r;t u;tll' feel �"1 '� .: } {
I ��( .>• Ii/F'.1`i% (' <'ll'Cr)1sr)r.ri;iC
r(/ �a
2. Cnlrulull7 Gulluns I'er Inch
Thule 7,5 J;ltlltimi i►ercubic ltlul t►( vultnnc, thciclot nl ntusl multiply theutun
lines lir cunv'er:;Iull !;actor Hiitl tlivitle by 12 I,it.I 's I+cr tut) u eulcul,lle gitiluns per inch '
Aiun x 7.5 BIM'•i• 12 lock pet hint
x 7,5.1. 17.', 2: 3galliul+s/!ilei!
3. Citiculuie G:II1t,tu; lu Clive). 1'int,i' (with 2 inept'!,ul tvnlei cove'itis; Irt1I1fI7) l;tthnnatl Suuat;t I I,iw3In Ctatiluu. ,tl,t�
11 {eight (in) •1 2 itIcltua) x ;lliur7!; i t I�'
I / II h (Ii/) (rpti)
G —
uf 't'y'po I+'I',•;•� III'i;.Ir4 III '1-1to
(lutllunnit I�,
4. Culculnle Total I'ulni,uut Valmet'
u, '1'u nlllximlzc 11111111) lit�'!:cleli ;iunti,sii,l' aur ') to pumpt►Ilcrutiltn; put tiny. 2 72 i Illi)
— _�5' gill! IA = dQQ'' 'inions I".dose oil) :vo 7- rA)l
1- —.4Z:J._.__ 1, 4oil) :I'!5
b. Cult:Waiellitl',iibll:I 5
750 r 't
t 900 52:
isoI. IJ:it:lunIne Mill 1'11le lelip,tlr, .Li"I:tt. I In;,l (' I 37 )
' '2, hleilnirne liquid vulllnleuf I,iI+v, . .yJ lllu , In:1 li)t)fet. 8 Qt. 'S 'l� .lit
tt .o
g
nt;I. hlullt I length IT tlllllt: 1�171i ( it1: quantity ,+
ja.a.Icel x 17,ii74;alluns/lilt)It. t, 1/ 1;;111,;.5.
t _
C. 101;11 IltlnlJP Mil V 1I(IIIIt!cilli{l$tIu,a vliltllllt'.1 di 11114101;k
1.114d rrlt�I`ul.•.� 41,hMi. _
`I fQt"J^ I i
Jitllll111, 1421'130;1e '1 (i );i1110113 a99
haltuns 1.1:1 l )
5. Colcul;ail' Voltiine fur Alai in(iyificully flu 3 inU ;)it 1.5 L.58
Depth Un)x!;;!!inns/hlt.h (A 2) =' 2 {7.,a..
.s? x. r, V2 g;ll,ttns3 .',..,.-1 _i
z.
G. Culcuiait: Row ve Cii 'Incily (75%, the daily Iluw) `I (►(i,l
Wily flow (sue Irl,i;e U-J)x .75 a �. —�
7LfO x .75... ,,,_ ,nitults '
7, lnlculale WWI I;.Illuns �``�
`,' ItctelY{!tfyall,w111U11: uYlI )! l ) hllllllll; Itlilltll 11villul,s nidito
I•t;alines iuserve I;;II,c(ty
ala •i- ill c I II li •1 11 6
3._ .I. /99_'1• ..__ -1 Zed_ -JJ• l;alhtlls
'Illi
__
B. .1 vial 1.h.:1)111It ('hila] );;Blue clit'itl,.,l by );nllun Ite' inta,y * I'ulnittn7
'Fulfil C;aliluii (117) •1.61111w :11 (111.) "--_" -,I
/11.3.. I• ..Z.1 r 41 y intht':+
I 'lu.tl I'untpuui 1'uluu s
*'* Pomp Ulf
: I'uup lit il;iti.,•). u;t( ;t'In.iiihnlI)ishiIie(etluHl Infill i„,..,,„,(., t'ttiuu,c
;tt,luttil ►uinl,uuI uuns hc)'+-r,ulluns/inch A 2)191!1. 3 = S,
int:hes •
__ ..• __ -._• --
604,
Tea I. bolo Imo!. l.uu_.. 1c2„ -� .._�?.rd � t '..._ C1dQ_ Huh: iwmbur '"
Lillie Leta hole wnn pi ..p:tr.v,l, ~12.-Ly____..___.., Veil Ili of hula but.tom, /2 Ittclteb.
Ulume1er uC holm, �..lD... ._ .ttt':Itcttr.
Gun tlutu trent Leat hili e 1
Uehlh, Iut:hr"'r Sall LURLuIL
---__IL. .... .._.... . . ---_._-_,3l .J?/ c.._.�.ag
_ 7,3 -__60" ___ 4e.4141
in Jed 1 ' ReCA
1luLitud or nctotch..ttt; 'r.Lr,lewrrl.]. ,. i11,- 441S
~
Depth of Irmo-4117;tmci I,r :rvn I In LruLLout or bo•le, ..2. Inches.
Utile nncl hum: of .1.n.I.I I:t I will til: 1'J.l.m; ___Lzg- i.Z..__ /a......5-
Uel,llt at, Luil.l.u.l. witl.r t 1 f (. I haft, ._ ..... ..,!.iz I,tu:Rett tthuve Itu.le 13uL.unt. �~
tleLltutl ueerl Lu uuti.ninin nt. I',n.L .1,). 1,ttuhee ul wulut deltllt In Rule Cut• al. luau.
4 buuve--- -.4.a6P2-N _,. .._.w- _ _ •
1'ereuJ.alitnt Letrl Letnll.rtltn uurrlc by 1 /
____4.1.'(4t_. 't(•nt t I np, H. /`Q Q lhtxlutunt wttLt±t' cleltLlt ;thuve lwlc� liuLLu
ctlltle)
` 1,.m.
during Lett. , .lncl►eu.
Time l'eec:u.l.nl-luu
'rime Iole t'v;t 1., (ir.in!rrtr:rmeol. , UI:up in w:II.ur tnLC.
tll.nulr!tt '
Jnche,t J.uvuI, .I.ttelree wino LuU pet.
_ Inch
gad
zs
er-
i.
jy-
_ yAt..
___.__�__-_.. .___.__....._. .--_. ___, -___�
___... ....._. ..._.____..... .__._________
Percui Llutt tau y her Inch.
`__ _..__4?,.. - tn.i.nctUstt
' ' ..
.
' . ,
� ale/h9
m210.'Nut; holt, lu,nitox /c2;�f _0.r�Ng ��'._ \ m nombu --,^
ULu Leu� !lulu wit') |" ,\ " n\ ^ � ' � ' Depth u bu1u bottom, /2
l
Uuhe
u
^.___ _,_ ___ _ ___ __ _
Ulm^eLmr of hub!, 1o:heu. •
Sunddtm ftum led': holt) : '
Depth, Luuhr/ '
Su|l luxluir
_-_ --_ . .
77
-_-
o
��
_���;� '-_ ' '
.
1611,21 Clitpy. I
. _---_-..... ._--.. ' -- ._
UmL)vuti 1/1: ou1;110//111; " |/|v,^1 |J.
ymyU/ iii: yom~/,1xuJ 10 :1v0. til buLL.xx OE 1101U, "
Waysund hour Of h/1ih" | vvu
< c —'—'--'
Ways
lieut.!' or lnai}u1 wit I 'i 1 ( | } |xC. ____
l|eLh«4 "mu'\ Lo Nobuix lx i | i |� 1Uuh� ---- above `~^= °°���m^
x "ou uo or woLut deyu\ lw hula [u� u� l
4 hvuLeuw�
"
Vmccu|aLluu ico L -'---------
|�/Ninc// 'omit)
__� .�,�r . xL'/' | | n)� to. �� I����� �� ~'^
(Jmi _ , __ -~___�,�/�LL�____y^m. ^ L�/AI/num wuLnc depth o(/ove huh! buLio
Juv]n8 twot: ��
. _�_______. 1uc}/en,
Time �---
Time \xLrivu [, |h`xmvNoeUi . U[o|/ 1x oxLuc Vekco}»L|»\\
U[oob'/� |n | Lulu, 8«matk
r =o �mVul^ 1oc\�no m|\\kiu8 puc V
--------- - __' Inch
li
14,go _- --
..{� ___-
.—.......4/I-_______-4 —_____ 15' ! °'fr
U�<�<� -- *� ---.' '-
. _--^��c_-'_
___--__'
��- '-__--------- ^ --___- .----___-'-_--_--_
___' .- ----__._-_- __--- -.- ___--_--- �
____-
...._--_-_ -- _--____
--_-_ �-_-.-----_----_-_'
----- -___----_--'-___--
-----_� -_'_-_-_- '--� -� �_,^--_�-_ . ----------
---_-_'_~-_'` —
_. .--_--_' -__--_-_--__--_~__ -----_-_
.'• . '------- -_--_'--_--__-__'-_ _-_----_.--__-
. ��� _' '-_-__-.--^~_ ______-_----- ------------------ _~
���� ��
Vm*cm1aLimx ruLm ,.
____ ____ig-�--_-____ m1nuLux, per Inch.
Tout. ItuJ.tt .Lut:rrl.1,0n_... I ca�a�J ./" wQ.l t s.....iJri� Hole IIt11t1UUt: 2
' `Jr Depth cif. 'hole �ulLu+
t ittcitet ,Utt .e lttL Iulua:t,1 j,t 4.j):tr tl ._ 1112..__.9... ......___
UJ.umelur• uC lt4u, Itsr:lteu,
LiuJ.I dela 1.ruut Lctul hole !
Ueplh, .Lech(-1 Sun luxluru
_________P____- . .... . ....-.. . -•- --164Ut. _ Clrt1t Zaa/t7
2 2_- 4.0" .___.....*-14442-re . ' '',1" ,, y-------___ ___
11utltutl or TIC l'itt.t:lt.1.tit; 9Irltt+irt. 1. _.^.__,&!_ tt.J-1 !!Ails
Depth of putt-r.rlt*utl 1;1 :tvn.I. En bottom ut huh!, .., :-- Int:line.
Emig asstl hum: ul: Init. 1 n I Will 121' [11 1 I ul; •......�i.�'_.9,1 � fes,, U
Depth ul' lull l.ctJ. t•rltLr t I I ,I { i nIi r 0
._._.. ..--.__,t __., .Luulwt-t ulluve Ituiu bulluut.
. iluthud trued lulu Ointniulit nI. I rut+l 1Z i,ttcltt!e ul: wnlui: tiepllt lu hula tuc n1L luau!:
4 Ituuuti 4 4 try\ ______ ... .._______
•
1't:rcuJ.utlult Lunt rttml Ln t tnntitt by , - --------"`—'-
I, __04t22..... 4 . e.4 2LA/ 0"t
_,.Y.`-I�-,/�_._ runt I Ittl; mt. 1.0-,;0 �w '-
--- •. ___... minimum wain depth tlltuve lade Witt/
�tluta) l,.m,
Jurin8 leuL, !mte},
Timm
TimeIntrrtvnl. Ilt•rtttt.a 1'uL'cu.Ent-Eun
r punt. , Drop in wntur Culla, Itt:macku
II.t.ttuttr:t I n,. ltsp level, Inane ut.Lnult:u itWr
_1L"_ n ____3.o._ , µ, . t llfi - _-_.�_ 11-a _�: -----3 ___ s:_ : "'ft
J.�5"D 30_._.. . S'/�Gr.,__ ... _. _._.._._t
___r. •-
4'r________
�� ....�..�-r .._..__._.. .._._._._.. - •••••.r._
�-1
1'UCculUllun tale r, ✓
wl.nulutt par luras.
uHole umber_Lou f jai' Q.CdP ?t ..._. L
.. ..
Uu1u
lt'-tll: ltul. ! Warr :1 " In1 n I
I I _ �- / .- — DepLh of, (lulu bol.tum, /2_ lucheu,
Ulametttt• or IIUIe, Int:lteu,
iluJ.l tltLn [Lula Leal. hole ! •
Depth , .lttch,.ia :lull texture
IV'If _bk.Ahab...1.m_ a / -
11- ao0 __._._ !1.2.14, . _42(,.
,�?7 e 2
_.
:wood rel. niin Ii muhip, .' 1:1L)' - ,(/„. L
,,�W,1. L� L�.!.�` al d. S'
UejLl1 o1: t,r. i-ttlzed 10 :Iv1' 1, i.,, bottom of huh.', • - 2 luclles,
Uule mid hoot: Ur .I.n.l1. I n t Wt,l e r f l l.l-,ing _..._ A/22/I / •'�'' frg�
Uet,L{I of 'natal a,l11.,,1 I I I I IIT, 0 z
iitchua above hole bottom.
IleLltutl t,luuu1 Lu malul;tl ,t at In;tul .11 .l,uulterlur wliLut: depth Ill hole! .£ul• ttl lteuul
6 houc6
ta .‘..
1'eccul.t►llun teat iu;t,llt,l,,l...u,;t,{r. by
.__Z
..- ---- ' _,
ig`-71_- ,, / d f,�
-1.y- „IIIA nI 141
(tfitlu) ..___�Q.:25-_ p.m. ' 1lltulmtnu wtetrtt- depth
Above hole WW1
UULhulg heal, 1 __.._-_.._ •I.Itclletl.
Time
TimeIntt�l:vnI. I1n,lant ,�utU Percolationnt , hop 1.11 watec i••Ittu, Itewr.tcke
111.nult' l IItvltan l.tivc,I., .!ochre u11.uuLnu per
� - 1.ncI1
1015 a_----_.._ ___..$7f Ir....T...._. •_� �.�._�,...�. ! � �.
--. 'her___.._ ... -._...�Yflfj _ _
rate n —`-
_...SY��---� minutuu Vet' Inch.
'1•a8 L 'Rau ,lut:,n 1. 1,011..... 1Cia.S _ .. . .- �'/-'
.. omp al,., L,2 !lulu ttumLut•
Uul.t• ltlltl huh! wnu III "I'll l I t'tlr.._. I-I-12 :-.x- w-.._ , !Alio u1: 'lulu Loam!, /.Z
11tCI1Nlt
Diameter uC Mule, .1urheo.
5uJ.l data Ctum Leal lth., ; •
UeI'LI1, .ltll:lto't Soil luxlUlu
.0 - .1a _ ,,,L.,e9,10a,/7
_... (at-i 1. r. ......... -_bI...6 _ �•
� 167d--------
• 7:_..
HeLltutl ul: near tuhint; rt Irlawrt.l.J, _ -F�. / 5-
._. I L /14'1 _
of hole
Depth of pea-r.11zed gi :tvel. In Ibottom —���
..._ ._._.,,._, l u to t e e.
Date and hour of loll 1111 tanl tit: fit.I..lull __A:1,9. 17 J., ,
1)eirllt uC .Lt11-l.I,tt.l, witl,rr 1I1IIt,f„ � -- r�`_
_dila_ Lut:lruu above Marl.e bottom.
llelltut( urjrtl Lu mototrr l ii Ht, I',t:iL .1.2 .LuuI,ut3 of wttl.ut: depth lu hole fur at lettdl
4 ltuul a
E'eieul.uilun lard tendlogo mode b .....127._.y
--_ ;�_��� r
1,
on
(t1itL�) -� ' --••--p.m. ldn)tLnunt violet' depth aboveItuJ.t: Luilo
during Leat, J.ncltula.
Tlmu
1'ltna Lltlet:v,t I Il��nnru.�! l'urcu.l ot.J.un
, muni. , h ulr lit wt►Iur rola, lltan:.tt'ku
llltittimi I't1.'I,un 1.uvu.1., .lnc(tr..tt mJ.ttttleu I,UL•
. Inch
����sC> .. jZ -..._ � __. _ .. .4�_.�__.. i. lam, --'
.t_ .� ._. ;30,_... _-. 4 Zi�.--- _. .. ._... -- -1z ` ,,,�/-
._�._ •.__.may_._ ......_•...
1
Pereule!dun rule
..._ lL_�_.__.._ tltlnuUatt per 1110.
'
:: ;:
1�:�-� .Jl "'vli Ir.IILL� -VL�v.Lut:: I-urt ` LJ
.._ /j _..Q-.trOMa ails._..../Deck-Q. _ lltau numb" ...P.' .---_-_-
Uul.e Ltat;L huh! t;nu pi ,.1.:11 c,si , Depth ul. hulu buLLuut,` /2. 1►1clteu.
Ulunte1uL.• or Mule, .1 rtr:Iteu.
Uull dui.t.t ftum Lut3t hotel
Depth, .Lut:Itt,.i 8u11 Luxlut
-,C,�1C1. .fl :i._ ,Coag �—.
ig
_______
- 60" 6101 alk . • I tl 61'2
tlulituil ul tielnt:elt.litt; '' Iihewu.iJ .- 1; A.
t)elttlt vi: 111:11--r l.zrsti 111 :tve I. PMl►vLLuui ul' Rule, _.. Inches, �,
Utile uitd (rout til. .1.sr,l.t 111.1 wilier rI.J,.1 .1.u1; 1-1.9-9 ._
Depth ul .Lrtl.l.l.u1. vitae' I I11 '''R. Luciruu above (tu.t_u bolt:um.
tluLltutl uur+d Lu putt.uiulrt Ht. Iu!:JciL .11 .Lrrellelj or wrtLel: tlultt.h lit hula fur al: luau':
t
4 h u utl-u 42401—\
1'et'cuJ.ttlIon trlttl' Lead f.rrl;r► m:trlt: by ,
WI
.T..::1. 7. .�-�... null t I f or,or, :r, 1. p; .... .�
.� _..,
Oulu)
+p=f-__... 1 t-irtttltuutu wetLut• dui)Ili ttlivve Rule bultu
tlutlltg LeuL, _.... 9._ _____ ,LucltEr•t,
'Tion! Ilam I.v:tI., If""rorruronu1L , Ihttp hi wait!I: I:IILt!U.LIiL.IUII
II Lt+uCr�rr In,•Iren �. I�t!uu.tcku
I.uvt l., .Lucltnta mIuULUu (JUL'
� .___30_... 1I16
d _....
/
, el� ' ^; 8/�.- . . ___ . _iJJ------- - ______A:=__
_________ _
.__,_.__..__..
-- --- --
-- -- ..- ---- ----.
t'erculgLlutt tutu in
- ---- mtuututt l,tc inch.
•
lives by the!owner must regularly inspect and measure the
accumulation of sludge in the tank. This must be done at least once
every three years.
Sludge, or scptage, includes the settled materials at the bottom of the
tank, the floating scum materials at the top of the tank and the liquid in
the tank at the time of cleaning. The septic tank should be cleaned
whenever the top of the sludge layer is closer than 12 inches to the
bottom of the outlet baffle or whenever the bottom of the scum
layer Is closer than 3 inches to the bottom of the outlet baffle. Doth
conditions likely will not occur at the same time in a septic tank, but
either condition requires tank cleaning.
A . Wiring II Mal
h' � -----�, r P
INLET _74 `►'i. CUM ti ;'�
6 ;r, r."• - • r OUTLET
11°' • r t�•,OUTLET LEVEL ;� -t IR • ;?
t
}+ `•- SCUM CLEAR SPACE'_ •
; " CLEAN OUT TANK WI IEN:
` _ •-- -- 7a IS 3' OR LESS OR
• • _ _'- "'_ -p"IS 12'Olt LESS
se I
r ;•;•• SLUDGE ' „ BLACK COLOR
} � �'' ;,i.,rti'•.. . - !;:,;. '� ALDAYV FROM LIOUIO GE
1d'
MEASURE SCUM AND SLUDGE ACCUMULATIONS
IN THE SEPTIC TANK
To determine scum accumulation, use a three-inch square piece of
wood attached to the bottom of a long stick. Push the measuring
device through the scum layer into the liquid layer. If the stick is
carefully moved down and up, resistance on the"foot"should locate
the bottom of the scum layer. Equipment is also commercially avail-
able to measure scum and sludge accumulations.
Mark the stick at a convenient reference point when you feel the
bottom of the scum layer. With the same stick, locate the bottom of
the outlet baffle. Determine the distance between the bottom of the •
scum lajyer and the bottom of the outlet baffle by measuring the dis-
tance between the marks on the stick.
•
WATER TIGHT El LOCKABLE ELECTRIC (10X--(10X--...„0X— , T�2 ATEOC'ThROST (4 x 4 min)
PLUGS on ELECTRIC CONNECTIONS — /"'�NiDOX IC CONNECTIONS MADE
2" PVC CONDUIT SCHEDULE 80
MANHOLE COVER CHAINED U LOCKED 6•SP_A� SETTLEMENTCE_ -LOOP OF POWER CORD FOR
SEALED MANHOLE iINGS--• IADE
AT LEAST 12" \ r
UNION B LOW GRADE
t _ LAID)5TATIPN UP TOISSFOILTREATMENT OM
MEA
/; PROPER DRAINBACK
SEALED TANK COVER 1–IF PIPE AT TANK MUST BE LOWER THAN
UNION, TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A INCH WEEP HOLE MUST BE USED
WITH ANCHOR–p—►—� WEEP HOLE
ALARM FLOAT
ON C RCUITRATE
NOTES; ELECTRICAL WIRE FROM POWER SUPPLY
��� �, .�---• _r MUST NOT RUN OVER ANY TANKS BUT
cr MUST BEAID BESIDE OTHER TANKS
3"J � AND MUST BE PLACED IN CONDUIT
ALONG POST
_ ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FLOAT- CONTACT.
[6.66,00➢ 7
e
PERFORATED . U;
LATERALS L.
U
L.
CQ i 7
\ _,..-,,i --'-y.-/ . // -_,.:•72..;/:-.,.-
LAYER OF GEO EXTIi. E � _ i 44S.47?---
.:/.1...
. ' ;i:r
FABRIC OR 4 INCHES OF % �_ if .'r
HAY COVERED BY 7
BUILDING PAPER
...-:• /''. � '
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FROM PUMP -~:-- �- r./ / ,• r;' f.
PIPE / /- - _ r
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED 7- .2-4 3=
PERMIT NO. COMPLETED ` it
ADDRESS /042--S- Ono OGt'kS
OWNER CONTR. II
TELEPHONE NO. 6 gD--/5-0 Pd- di,
DESCRIPTION
L 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
H 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS
04 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
✓ 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
LIJ 09 PLUMBING RI 5 SEPTIC INSTALL. 22 FOLLOW-UP
10 PLUMBING FINAL 23 EPTIC FINAL
OWNER/CONTRACTOR TO MEET YOU:_YES_NO
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0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
CISTOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractsite
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
PAT
CITY OF ORONO CALLED IN d-1 w
INSPECTION NOTICE SCHEDULED t� I t.1 Q 01,
PERMIT NO. ,tib COMPLETED •/ II
ADDRESS / 1rnn0 Oa V. IJ
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TELEPHONE NO. f(3 — 9,31/
DESCRIPTION r7 Ack,V, _A P i ►'1 S �'P C ,C r,
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02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
H
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS
• 04 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
09 PLUMBING RI .4.I TIC I NUN> 22 FOLLOW-UP
10 PLUMBING FINAL 23 SEPTIC FINAL
Z OWNER/CONTRACTOR TO ME YOU:(OYES—NO
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0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. r. PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR C;CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contra' - A.v - ' J ,�
Inspector: ' /
White Copy/Inspector's File Canary Copy/Site Notice
CITY OF ORONO CALLED IN
012-11i/DATE ,
1442
INSPECTION NOTICE SCHEDULED L i ii
PERMIT NO. COMPLETED ✓� d
ADDRESS /230,075—OE170
dil-/)%eN.
OWNER CONTR. )Q
TELEPHONE NO.
>` DESCRIPTION h12-4S4
J2"
Lj 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
Ci) 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
Z 04 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
✓ 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
vt
IL 09 PLUMBING RI .fttlfilUSC47" • 22 FOLLOW-UP
v 10 PLUMBING FINAL 23 SEPTICJ�FNAL
Q OWNER/CONTRACTOR TO MEET YOU: /YES_ 0
2 COMMENTS: —'!O-XZ� �/'
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ElSTOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor • s' e: / I
Inspector. T.�� _ !�,�/
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN n
INSPECTION NOTICE SCHEDULED /L-S/ /C/,tv
PERMIT NO. MPLETED
ADDRESS____�/1�`J Lr'l'191�/7, 1.--))-
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TELEPHONE NO.
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DESCRIPTION
IL 01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADINGIFILLING
ti 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
Z 04 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 SE 21 COMPLAINT
si
ILI 09 PLUMBING RI ( 15 SEPTIC INSTALL. 22 FOLLOW-UP
J 10 PLUMBING FINAL 23 SEPTIC FINAL
Z OWNER/CONTRACTOR TO MEET • :_Y •
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR r CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor •' : -
Inspector. / /�-� //i
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN /
INSPECTION NOTICE SCHEDULED /rc rig
PERMIT NO. COMPLETED li ' i'. •
ADDRESS /ZS ( 772 .S A'
OWNER CONTR. 444 TG7/1�C,1
TELEPHONE NO.
E DESCRIPTION
Lti Li..
01 FOOTING 11 MECHANICAL RI 16 WELL TEST PUMP
ct 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING
El 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS
Z 04 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
r 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT
= 09 PLUMBING RI ALL 22 FOLLOW-UP
v 10 PLUMBI _ >
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SiOWNER/ ��TOMEETY• T� NO
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INSPECTOR WILL RETURN ❑CITATION ISSUED
O 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 / i
-
Inspector. _�V/ri .././ ../.—ii i
White Copyllnspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED JI Z 2.D
PERMIT NO. COMPLETED )/ 2 00
ADDRESS l QYd"0 a 1r
OWNER CONTR. 1.1. j ill •i.1
TELEPHONE NO.
DESCRIPTION
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Lit 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FIWNG
�Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
Q 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-UO 06 PROGRESS
F• 07 DEMO—SITE 27 SEPTIC MINT. 21 COMPLAINT
J
W 07 DEMO-FINAL 15 S Jr 22 FOLLOW-UP
= 09 PLUMBING RI 41111001 35 HARD COVER REMOVAL
Q 10 PLUMBING FINALy36 FOUNDATION REMOVAL
OWNER/CONTRACTOR TO �YOU'
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COMMENTS: 4 GC/Ver - OK.,
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance.473-7357
Owner/Contractor � -) /cifInspector. �
White Copy/Inspector's File Canary Copy/Site Notice