HomeMy WebLinkAbout2001-P04566 - new septic system CITY OF ORONO PERMIT
2750 Kelley Parkway - PO Box 66 Permit Number: P04566
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued: 10/30/2001
SITE ADDRESS: 500 Orchard Park Rd
Long Lake,MN 55356
PID: 32-118-23-23-0003
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: I.S.S., Inc. OWNER: Thomas Adams&Janette Weaver
2555 County Road 90 500 Orchard Park Rd
Independance,MN 55359 Long Lake MN 55356
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF
MINNESOTA BUILDING CODE REQUIREMENTS.
401.0/) a--'/4L
APPLICANT PERMITEE SIGNATURE IS SUED BY SIGNATURE
Copies: 1-File(Sienitures Required). 1-Applicant. 1-Monthly Reports. 1-AssessinE. 1-Finance Page 1
CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
JOB SITE ADDRESS 6°o o rdr k- ti2ock.ct
Occupancy Type: Residential % Commercial Other
Permit Type: New or Replacement System $100.00 X
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'sNamerbrn Aaavyts Phone Number:452 4710-0SM
Mailing Address:54:06rr rci irk Rood City:(phq lit Zip: SS3S�0
Contractor's Name: I.S.S.4 NC . Phone Number: 763 • t#79—33 4:1*
Mailing Address: 3 5S Cdub p 9v City:24trthcaip• S 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 Minnesota Pollution Control
Agency(MPCA) Septic System Installers License.
3. All work must be done in accordance with the approved septic system design. Design reports
are not considered approved unless accompanied by the "City of Orono Septic System
Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer,and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required after
rough up but prior to sand placement(sand will be jar tested for silt content), and again
during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump stations
(where required) components are functional and comply with codes.
5. Individual holding MPCAlnstallers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet. •. •
I/ 2. I will be installing the following: , l-�
A. Tanks: 41 Precast Concrete Other ManufacturerlPif W,
Tank Capacities: 1)/te0 dal. 2) 'oct7 gal 3) /0c'O gal
B. Pump Station(if required)
Pump make&model® A4 TL'A (attach pump curve&
requires literature); system desig equires yo gpm at /s feet of head.
High water alarm make&model `400.1 . Outside
electrical work to be completed by installer electrician ) other.
C. treatment System:•
Trenches: s:f Mound
" " " ' " - Depth of rock below pipe " 'Rock bed'dimensions /y ' x ' '
"Drop Boxes • 'Sand bed dimensions ? ' x 77 Vir3
Distribution Box Pressure Dist. Pipe Diam. .. "
Manifold Pipe Diam. zi "
D. Final Cover/Topsoil to be: X borrowed from site MeleowA,e,e/Raix .
(show location on site plan)
trucked in
The undersigned hereby applies to the City ofQrono for issuance of a septic system installation permit,
agrees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Minnesota,and certifies that all statements made on this application are complete,true and correct.
Signature of Applicant ,e9 Date: l v4Lt•�/
MPCA License No. /(0L
Staff Review: Approval X Denial
Reviewer: "}' Kbt( Date: 1 n - 30 -01
Reason for Denial:
SEPTIC SYSTEM APPROVAL n
RRN
OCOPY
o
(/O a o��
! CITYofORONO
A ,tcl4i ,, ,� Ill
� ° ,k 1;' �c Municipal Offices
` ` t
`4 Street Address: Mailing Address:
AitelAiova 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner 'co M Met M 5 Phone (Home) (Work)
Address 5'0 0 0 c cl.G. NA-k Rd City 0 C 0 cep State Zip
Site Evaluator Sr-‘.4, _ S6,-,c—<(S State License # 617 Phone# Lj 7-SS(,6
Type of Establishment: Single Family X Multi Family
Commercial Garbage Disposal Yes No
No. Potential Bedrooms '4 Est. Gallons Per Day COO
Water Meter Required: Yes_ No X Soil Sizing Factor 0.53 3
Perc Rates P-1 63 P-2 7.5 P-3).t{ P-4 °1.S P-5 P-6 P-7
Restricting Layer Depth B-1 `i." B-2 ac'' B-3 t%I' B-4----(7 B-5 1c6" B-6 116"
Type of Treatment System:
Standard ( Experimental Alternative
Pressurized Mound System ?c At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 000 # of Tanks a. Lift Tank Size 10o O
Pump Brand GPM Head
Treatment System: ,,
Minimum(,1 o)( S 5)(."VV") Square Feet with 9 inches of rock below pipe
Type of covering Fabric X Other
THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan.
A permit must be issued to a licensed septic contractor prior to installation.
NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval of the
inspector(952-249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20'of tested drainfield sites ever.
ACCEPTED X DENIED By the City of Orono subject to existing regulations and
the following conditions:
By: cOos. G*)A---1,-- I b- 1 -0 I
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
f
S-P TESTING, INC• Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE St. Michael, MN 55376 (612) 497-3566
FAX (612)-497-5011
State License#394
June 6, 2000
CITY OF ORONO
SEPTIC P RMI P N REVIEW
INSPECTOR 1
DATE -1 t PERMIT NO.
APPROVEp AS SURM(TTEVroue
APPROVEDnts we for Willi C(1RRF,CTIONS AS NOTED
Tom Adams
NOT APPROVBp.CORRET&RESUBMIT
500 Orchard Park Rd. 1+ Your information. Alt nark sha11
Orono, Henn. Co., MN xMt�irotnetty with��appi�cabie septic and sonihs ci
ita itans not s cifil noted la whim
ArIK1i�pKi11'RA�' ,i,'iiAfi� this
This site has an existing on-site sewage treatment system which is classified as failed
due to not meeting the required separation from the bottom of the system and the
saturated soil. The proposal is to move the house to the East of the lot as shown on the
site plan. The existing tanks will need to be abandoned, pumped and filled with soil.
This on-site sewage treatment system is designed for a Type 1, four bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances.
The soils on this site are SCS soils mapped - KkB - Kilkenny loam. The seasonally
saturated soils were located at 16" to 26" (mottled soil). Due to the seasonally saturated
soils, a Pressurized Mound System will need to be installed to treat septic effluent. The
bottom of the treatment area must be located at least 3' above the saturated soils.
The soils at a depth of 12" have a percolation rate of 9.5 mpi.
A pumping chamber will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof enclosure. A warning device must be installed with a light
and sound device, this is in case of a pump failure.
•
•
1
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.
All neighboring wells are located greater than 100' away from the proposed treatment
area. �;w..,-,4,4
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid & the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper installation and maintenance, this system should have no problem in
treating septic effluent effectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Garbage disposals are not recommended, due to adding more solids & fine
solids passing through to the system. Excessive amounts of soaps, anti-bacterial
soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic
effluent. Additives are not recommended. Recommend to pump & clean your tanks
through the manhole by a certified pumper every 2 years. Check with your pumper to
set up a schedule.
.6 _s„( •
Steven B. Schirmers
a ri, (",---b .,,, R.,
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-77b t
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OM Illesigiera
]1 4, a 5 -co?ogs4o Lk., '
_tea _ FN`NloY•3
?L A 0 V N"./ --___y °7-)
SET- BACKS _ 1 1 /O' �•>k a'.
HOUSE System
must be:
Tank Z0 ' from property lines x- ��'C`�is'� C','0 SA- � QT�c
t \ ,_ , '1/4:,,,,
so' from wells r p
?o from b!dgs. "._ -
u„ Treatment area frern lakes , -streams NOTE: Power supply and switches must be located in a '
Treatment orea �� from property lines weather proof enclosure outside the pumping chamber and manhole
M14Nt{o1-65 11"6n L?." /tIkv�from wells , o`"�'
t?4cericc_ 20 from bldgs.
ii
!�' from trees u SOIL BORING ELEVATIONS
71
'min. I THVI EL.- luLin -;N* L, -/o-t.9
so, u a"dia.su I :•- grade J%TH..2 EL.-.1 J
Tank :l ' �0 EL.-
Tank PRESSURE DISTRIBUTION MOUND SYSTEM
Drop to Tank I '~ 03.3
Lam,- .,r4_- t�a�,c,�c. TH. 4 EL.-222.L.-3
Min. I's to 8' k---Pumping TH75 EL-/215.9
max.1"to4' 4. Y--.�P '1-1R>a`e...S SNP,tLocoJ Chamber ELEVATION at PROPOSED PUMPING
CHAMBER-/05-.0),, pa.. ,t- ioc.o
4'l0 6"dia.pipe •q"�-',.-ors ,-w.\-7 c sL.OL- - -- I)5• 5
t' ,-Ow<�-S x L-oo-,:e - ;3').
SYSTEM DESIGN -MOUND
TYPE-1, __ __. BEDROOM , Average percolation rate 2.:.. min./inch (design.83sq.ft treatment area per gal. of daily sewage flow)
!BOO gal./day x.83sq.ft/gal.Hci Y sq.ft.of treatment area +10% ::__`:.__r).sq.ft. (= IOft.width= -.s.-.- ft.length of bed area+side slope run oto I x 3`_height= L)3 ft.xL4JL ft.lawn-area needed) CJS•
r
Clean rock needed- 2,c_2_1(:__.1�sq.ft.treatment area x depth of rock={'y = _cu.ft27= I cu.yds,(3/4"to 21/x'dia. ,includes 2'of rock above pipe) tau-e-. • ):11,3+ 1______4_ 1 /,
topsoil6" �'0 cu.yd. cAMM cs- -to.AV•0 yo�d ..f0 -foeso�,_ `'i G0•�4gs
A Clean sand fill below rock needed 3-2:5-cu.yds. approx. , sandy loam back fill cu.yds.approx., Y -- - "�oos�fit-L- Lon Ftt�t)
u3As�o __ _ _ _ _ eta -
Number of tanks required ' , Ist tank o o J gol. , 2nd tank o° gal.minimus Fs.s PL-11-r.‘PI N 1, �1-t X1m t'�e Q-
Pumping chamber capacity- 25% of daily sewage flow of 1°gal.=/6-0 gal.+reserve storage of 15 0 ja 1/BI-- .1..Z..22_gal.+pipe back drainage- PROPERTY OF 011 1-)b 1a M
of JS gal./IOOlin.ft.of "dia. supply pipe, lin.ft.needed 9n , J.b__gal+ manifold Jigal./IOOlin.ftof a "dia.pipe,lin.ft.needed ,Z- gal. • Soo O"6-,NT- q "7-70, L" ,`. •
. total capacity needed `?'d 'gal.(plus area for pump) ug s_ min. /Doo reit.c4 P. 0--0,).5.0 I"? \^ "``' *' • C.. D
Distribution pipe 1._:___;L•ii "dia. , / 5'1 lin.ft., I -"dia. perforations ? "apart
Pump size 11a hp. (pumpoble capacity )141 gal. 4 cycles/day) U sem' ' H-fro Pg •bs '_V,Se�1 FLS-1-.,' --- `10 CS°+11 Mtn. I S-P TEST/NG .//VC.
Note: When constructing bed , this area shou'd be shaped Note: Distance from treatment area to neighboring wells- Designed By: - `'=' /"~- — .
to divert run-off from entering treatment area. l-%'-, PA. . "> ' '!o
Dale:_:,-/:-/,:',7 , PH. 612-497-3566
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9+S.y x /, lc,o4.S ,-+• Yw9.' N
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)Jo � .=(7 ,:y �I M s.,« ,;• SIv".4' j \ �\----i0-5-.3
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i Ptioyos,cD I PN Lb\ & t+�o
Perrdon Tests $cote= -7-... 1,70
'
r1 , _-. \ �/ ®Bent?: Morktaw s X ioi.3 Note: This system is to be constructed to meet
\(..-E.'“' ASL t-v-Av-t ' 00 71--,vi-..-r- the h+Lnnesoto Pottu:'an Cor!rot Agency
MI CIA
'oF o� ryEo�� -� Chapter 7080 & Local Ordinance
��I.� "Y� A-Wm.}-kms- rev AS P
,-- Check all underground gtilities
Ex;Sc._u, 3,�-�o,Nv
1 s I- wf,.` r--
0 NI @ 0i x1 uJ0 R D l-�vA�s -
- I. 'I PROPERTY OF: 1' M
w31,`IS- -- -- —
- T> 5 o O 017 L-!k A-s7 -\---4:-L 1L 1"-.,
9 -
L\C"F1\.1. �Ct•t't V-<1.1 L.1 Y.kF i 1 S 4 1-17,.... F )-�'�� ice') ,Y1. ".t', ,.
N.,',c-T e4- LLo V-c•c PV 1.^•vr 1'0
I1 S-(\\--•••)*-,,-: 6,4..,-N •tr\.
S-P TEST/NG/NC.
Designed By: —u''. ;J.-
Ooze:_. L2/v PH.6[2-497-3566
' MOUND DESIGN WORKSHEET4,1, ' '
or Flows upto 1200 gpd) .-F .4 -(2)
k,
• ' P.; :'
I A. FLOW Sidosteda.m.te Flows waue f
trok
Estimated...4.22.. gpd NT. 70/1 731m 737*la '?
or measured x 1.5 a_ __gpd. Moms
2 XO 27$ ISO
4.93 XO
SEPTIC TANK LIQUID VOLUMES 4eO a nh
a, -/000 • gallonsyw
a
7 100 CO Y�70 .
t 11100 67$ 406
odu
C. SOILS(refer to site evaluation) „ ,,,,,.,,,k¢„tr,,,,y „„
1. Depth to restricting layer- g inches__feet � Mims WA WM� .eh
2. Depth of percolation tests m____12.L.._inches omo awe •ne► w
3. Texture I-i-P('4 t-W4141 Percolation rate g•.r. mpi 'fw TOO
ICCO no 1113
4. Land slope % . ""' ' 'COKO CO
D. ROCK LAYER.DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 =
_Las_gpd x 0.83 sq.ft./gpd = sq. ft,4-b5,=s4')"
2. Select width of rock layer(max 10'if<120 mpi.max 5') __is_ft.
3. Length^ of rock layer s area+width= ,; �, ,l; •,a�.e yam.:r,-�-r�:rr�.m3.zm.�Z "YT?:-
• / + 6 ft yr •' •�'- :-/-----"-------1.
! -v..r...,...�v.�.✓v.w....,.ww�1.
ft .6,-,-%,117",'..; -,-i!.:,!: 1 g.''r.,r.14.1/-IF'2-.•in�,avrt71,M-.a'f
Width. L� .•r,�,4"77,tv.;,.77�7TI:n:A,Wnglrli*
. <120mpi<10' Length ss ft
E. ROCK VOLUME •
>120mpi<5'
.1. Multiply rock area by rock depth to get cubic feet of rock;1212 sq. ft.x
ft.__22.,cu.ft.
2. Divide cu.ft.by 27 cu.ft../cu.yd.to get cubic yards;
,Ca cu.ft. +27 21. .2.1....cu,yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons;)._cu. yd. x 1.4
ton/cu.yd._..a2_tons.
F. ABSORPTION WIDTH A. WM*Blzlog able
1. Percolation rate in top 12 inches of soil is ' ,s-- ,mpi r o,e..ins la Oolho RidedAte
Texture Lint u9 "aa,n. :ea ... por dolour Oen Mom fon UriW
haws no 0.1 Cons Sod 1.20 .0
00
03
.2. Select allowable soil loading rate from table; iu r»
1.32
. gpd/ft2 16 o 30 Loos
4i:a tw 0.60
0.43 2.17
i40
~lii�i
3. Calculate adsorption width ratio by dividing rock layer
il120 O.2o 00
it•.00
loadingrate of.1.20 gpd/ft2bbyallowable soil loading rate;
1.20:.gpd/ftz,+■=gpd/ft== . a,v) ,
•
4. • Multiply adsorption width ratio by rock layer width to get
required adsorption width;-
a x.112._ft=.1.1a2..ft
• a ('
G. DOWNSLOPE BERM WIDTH .. Cover r
1. If landslope is 1%or more, !. t
Y^
subtract rock layer width from adsorption width ,, ; ~-1, ' •'....9 -P-.7-73-4 4‘!..„-,,t..,
to obtain minimum downslope berm toe _ • c sand, _ ,N•.tv:
..., c_ ,"50'.... �'•�. 6"Topsoil
ab I) ft i n ft= L feet Natural Soil_1611.._ MEI
'
2. Calculate Minimum mound Size •
a. Determine depth of clean sand fill at ,Width Dovalloie
Width
upslope edge of rock layer: _Itt vials,
11
Separation 3'- l-S ft=Imo_feet
b. Add depth of dean sand for separation(2a)
at upslope edge,depth of rock layer(1 foot)to depth of cover
(1 foot)to find the mound height at the upslope edge of rock layer;
1.S ft+lft+ lft= 3•S feet - '77'-
c. Enter table with landslope and upslope berm ,(4,,.1.:?:::-:::,::,: uta wi&it' • • .. .:
ratio.Select berm multiplier of -5,a 1 .:.:.:�,.::°�:a - .°,:..ate .._�..;�,�: :.,' ...-T: .•:•.: :• ....
d. Multiply berm multiplier by upslope mound 'U '"ted` ° R°d` ' .4.;,1.1. pslope width.:::-
d.
11 �`'"f Width /O �"•i�+ .4...,'...: 11
height to find upslope berm width: 4I {a::::: h, ..s•- . x_a T_ T. .. :(y,�,' , iy(,r4 v!:.,,. (.'2::.!-;t.;.'::?,:.
i�« ,,�; i•. •P .6•' ti. 1• N iu
r :.}:.}i..••�:ih•.�nx.. v �SN: � �a:hivl:.-.t�f.:::
3.�-' x 3•�� I I feet :: :�.;;:. }•u�4 ` ; - '�., ,.:.,
j.•`. 'rs�= " �i•1 �• }�� t fi: 'M� N !' N :Ih z-.`�.�'' `:!i•.
e Multiply rock layer width ' ,< - ,...,
.:.:' ::`. ..°;z1"P:•;,;:;� Downslope Width 2�'/�� ti,::::-?:.'
landslope to determine drop in elevation; .:5x7, ::'11's': wla :: `..
•
/0 x • : wr .:',! :,....;-
�r %+100= �to � feet r.�,;r Y: N��=- •<�:��:;- �:- ; �. .t:•. , -�` ,:
f. Add depth of dean sand for slope '' r - 'is i h::Totaltea : t,;, _ :,
difference(2e)at downslope edge,to
the mound height at the upslope edge
of rock layer(2b)to find the downslope height;
3•. ft+ • 4 ft=__44i_feet •
g. Enter table with landslope and downslope berm ratio.Select
berm multiplier of 5<a C,
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
S•�t.. x 1-1.1 = "A'' feet BERM SLOPE MULTIPLIERS
i. Compare the values of step G.1_1_1____
and Step G.2h 1. DOwOz UPSLOn
bars sweldpliers foe various imuldpilers for
Selectthe greater of the two values as the berm bens dope es
downslope berm width; a'a feet
j. Total mound width is the sum of 3:1 4:1 5:16:1 7:1 3:1 4:1 5:16:1 7:1 8:1
0 3.0 4.0 5.0 6.0 7.0 3A 4.0 5.0 6.0 7.0 8.0
upslope berm(G.2d) 1 3.09 4.17 5.26 6.38 733 2.91 3.85 4.76 5.66 6.54 7.41
width plus rock layer width(D.2) 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.14 6.90
plus downslope berm width(G.2i); 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 6.45
11 ft+ )17 ft+ aa ft= L. 3 feet 4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06
k. Total mound length is the sum of upslope s 3.53 5.00 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71
berm width(G.2d)plus rock layer length(D.3) 6 3.66 7.14 9.38 12.07 2.54 3.85 4.41 4.93 5.41
plus upslope berm width(G.2d); 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13
11 ft+ 5S ft+1L_ft= _22._feet 8 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88
a:1 4 S S a-, of', 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65
10 4.29 6.67 10.00 15.00 23.33 2.31 2.86 3.33 3.75 4.12 4.44
Final Dimensions: 11 4.48 7.14 11.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26
12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08
,4-,,;„) e c.) i.r tt4P
• «t7 4•
/ s, 0- j J
•
PUMP SELECTION PROCEDURE
A. Determine pump capadty:
Gravity Distribution
1. Minimum suggested is 20 gpm
2. Maximum suggested is 45 gpm Perforation Discharges in GPM
Pressure Distibution Head Perforation diameter '
(feet) (inches)
3.a. Select number of perforated laterals 3 7/32 1/4
b. Select perforation spacing= 3 feet. 1.0a 0.56' 0.74
c. Subtract 2 ft.from the rock layer length. 1.5 0.69 0.90
5S -2 ft.= S� feet. • 2.0b 0.80 1.04
Rock layer le<gth
d. Determine the number of spaces between perforations. a Use 1.0 foot single homes.
Length perf.spacing=.S.2.ft.+ ft.= 17 spaces b Use 2.0 feet for anything else.
e. ..12..spaces+1=_Li_perforations/lateral
f. Multiply perforations per lateral by number of laterals to I)k c 01.,
get total number of perforations.izZr xLar=.ate perforations.
g. 0 x ': V-..912 gpm.
SELECTED PUMP CAPACITY 40 gpm
B.Determine head requirements:
1. Elevation difference between pump and point of discharge.
`' feet
2. If pumping to a pressure distribution system,five feet for pressure soil a amKne system
required at manifold if gravitysystem,zero. Mei
S ' feet lbtal gp.,angt
3. Friction loss
a. Enter friction loss table with gpm and pipe diameter.
Elevation°iQaeeroe
Read friction loss in feet per 100 feet from table(F-14). Pi" 7
F.L.= .DA 1 ft./100 ft of pipe
b. Determine total pipe length from pump to discharge 'I /0 U
point. Estimate by adding 25 percent to pipe length for fitting
loss,or use a fitting loss chart(F-15 feet).
Equivalent pipe length-1.25 times pipe length=
O x 1.25= ) ► a feet Friction Loss in Plastic Pipe
c. Calculate total friction loss by multiplying P
friction loss in ft/100 ft by equivalent pipe length. Nominal
Total friction loss= D••to LI x 1 )a. +100= '3 feet pi dia
4. Total head required is the sum of elevation difference, 0�r Rate 1.5" 2" 3"
special head requirements,and total friction loss. Wm ,
+ S� + 3 20 2.47 0.73 0.11
25 3.73 1.11 0.16
• (1) (2) (3c) 30 5.23 1.55 0.23
35 6.96 2.06 0.30
TOTAL HEAD i 7 feet 40 8.91 2.64 0.39
45 11.07 3.28 0.48
50 13.46 3.99 0.58
C. Pump selection 660 s 60 0.82
• 65 6.48 0.95
70 7.44 1.09
1. A pump must be selected to deliver at least
x-10 gpm (Step A)with at least 17 feet of total head(Step B).
4 _..,
,
S-P TESTING INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376• (612)497-3566
FAX• (612) 497-5011
State License#394
LOGS OF SOIL BORINGS
Tom Adams
500 Orchard Park Rd.
Orono, Henn. Co., MN
Borings completed on 5-30-00, with a hand bucket auger.
BORING NUMBER 1- EIev.104.7 - MOTTLED SOIL AT 18"-no standing water present
in boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Brown day loam 10YR 5/4
18" - 38" Rusty brown day loam 10YR 5/6-mottles 7/1,6/8
38" - 48" Rusty gray brown loam 10YR 6/3- mottles 7/1,6/8
BORING NUMBER 2- Elev.105.1 - MOTTLED SOIL AT 26"- no standing water present
in the boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 18" Dark gray loam 10YR 4/2
18" - 26" Brown day loam 10YR 5/6
26" - 42" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
42" - 48" Rusty gray brown loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 3-EIev.103.1 -MOTTLED SOIL AT 18"-no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 2.5Y 3/2
10" - 18" Gray brown loam 2.5Y 5/2
18" - 22" Rusty gray brown loam 2.5Y 5/3 - mottles 7/1,6/8
22" - 36" Rusty gray brown day loam 2.5Y 6/3- mottles 7/1,6/8
29
A ,
•
Soil borings cont'd.
- BORING NUMBER 4-Elev.103.3- MOTTLED SOIL AT 16"-no standing water present
in the boring.
0 - 12" Topsoil dark brown loam 10YR 3/2
12" - 16" Brown day loam 10YR 5/4
16" - 30" Rusty brown day loam 10YR 5/6- mottles 7/1,6/8
BORING NUMBER 5-EIev.106.9- MOTTLED SOIL AT 18"- no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Brown day loam 10YR 5/4
18" - 40" Rusty brown clay loam 10YR 5/6-mottles 7/1,6/8
40" - 48" Rusty gray brown loam 10YR 6/3-mottles 7/1,6/8
BORING NUMBER 6- Elev.104.9 - MOTTLED SOIL AT 16"- no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 16" Brown day loam 10YR 5/4
16" - 42" Rusty brown clay loam 10YR 5/6-mottles 7/1,6/8
42" - 48" Rusty gray brown loam 10YR 6/3 - mottles 7/1,6/8
2
0
. fl
CERTIFICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing.Inc.on 5-31-00 starting at 2:52pm.
Test hole location Adams,500 Orchard Park Rd.,Orono.
Test hole number., Date test hole was prepared 5-30-00.
Depth of hole bottom 11 inches. Diameter of hole¢inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10"- 12" Gray brown loam
vfethod of scratching sidewall is knife, Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
vater filling _,MANiji„alaw, Depth of initial water filling is 12 inches above the hole bottom.
vlethod used to maintain at least 12 inches of water depth in hole for at least 4 hours is entomatic siphon.
viaximum water depth above hole bottom during test is¢inches.
Measurement, Drop in water level, Percolation rate,
Time lime interval,min inches inches minutes per inch Remarks
2:40 prefill 6
2:52 3:22 6 4-1/8 7.3 30 min
3:25 3:55 6 3-7/8 7.7 30 min
4:00 4:30 6 3-5/8 7.8 30 min
'ercolation rate=7, minutes per inch.
CERTIFICATION NO.627
STATE I;ICENSE NO.394
PERCOLATION TEST DATA SHEET
'ercolation test readings made by S-P Testing.Inc.on 5-31-00 starting at 2:53pm.
rest hole location Adams,500 Orchard Park Rd.,Orono.
Fest hole number. Date test hole was prepared 5-30-00.
)epth of hole bottom 12.inches. Diameter of hole¢inches.
;OIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Zethod of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
later filling 5-31-00,11:00am, Depth of initial water filling is 12 inchi t above the hole bottom.
lethod used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon
laximum water depth above hole bottom during test is fi inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes per inch Remarks
2:40 prefill 6
2:53 3:23 6 3-1/4 9.2 30 min
3:24 3:54 6 3-1/8 9.6 30 min
4:01 4:31 6 3-1/8 9.6 30 min
ercolation rate=9.5 minutes per inch. ck
PERFORATED SAND CAP -
LAYER OF GEOTEXTILE PERFORATED LATEIaL
�,0. ..�, _ LATERALS FABRIC
SANDY LOAM SOIL 4,04i7"--.7•::-.-----
[ • , ; - ..*"r••.•.;,: ;r*.': 4•.: GRASS COVER 6 INCHES
!'• TOPSOIL
. . ,. ,% sr�• CLEAN SANG FILL �/'f_ %:-17P1-- a
/ /. •%•• '/ f : MAXIMUM SLOPE .`
LAYER OF GEOTEXTILE sS *� s To I /
FABRIC OR 4 INCHES OF •••0::•,i' / / ; (�EA ROCK 4_-
�p p�/ER�p gy • r TOPSOIL PLOWED OR �4 TO 21/4 INCHES
BUILDING PAPER r. • / /
i U�� DISKED SURFACE _
11/a OR 2e d;;,"' //A./% - / i� • CROSS SECTION A-A
PIPE FROM PUMP -`•»•;; ' � ��,� / /� if
3/e—21/_26 ,,,P.•'r , /••
' /' ;%II ••�.? p� FROM
PUMPING[ CHAMBER
CLEAN IOCK �{ ,' ,/ DIVERSION FOR6a TOPSOtL� / /. / SURFACE WATER 1 • '
til \.\.+ :�•,•y�•- 4,.... l/• - , ff / . .
�.. • , ,
, • A• . IPI1•' ' 3 • kf —PERFORATED I It• �7 • t —•tATE = I:.•••••41. —• 1s •
•
•
• ANO FILL SOD i• �.� . , 'hr•'t. ` Bl:o AREA. I BRok { y
EN y.i ,• .?.• ,, ...,,,...•.
8 • <i>
I YARz — — , _ ; — m
_ •
IN ES 20 I / v v' 11NCHES
1*.
LAYOUT OF PERFORATED PIPE.LATERALS FOR _' I I
PRESSURE DISTRIBUTION IN MOUND — •
t\D PERFORATED PLASTIC PIPE DIKE O F� DIKE .' . '
—• TOTAL '
,� WIDTH
C{PERFORATIONS SPACED 36. aR0J1f i
ENO ON CENTER. .t�11ATION _ -_ - .. .. •
CI:
VIEW 00-1,4-.MAY ttE ws. /x �,. PLAN VIEW
i J• .
- • , END`PERFORATION OFA PERFORATED LATERAL
firwa»Cower
••
1110 PERFORATIONS ON BOTTOM OF ��,,QF
PLASTIC PIPES 3
10. {[` Y Torten ,i
—-— `",�,: fi?r-. �f {�. t
--------
ENO
�l t a'a t R d 6.••2181•FaMk(of ''`
/ +b(ALTERNATE LOCATION ' Lowy saw Leper ;•Orem Aar sr}Mer sewrN
Or PIPE FROM PUMP) t ., 1
Clil ` ' 1I'l' rr oun r^r'm�. 1 MIN H.rkoMaly
ENO CAP 9Qr / '/a Prue •, �0 •
fRA a �,t• Al Reds ay le BEdOa
/� OF FER 1106er
Z PIPE PIPE FROM :' cis„„saw(•r•► w L•1ir•l
PUMPING CHAMBER .;
/L06 • 6A4hal sal scarified
blare Peeerre Sens Lew,
0 ,M 'F'
REDWOOD, CEDAR OR
WATER TIGHT 0 LOCKABLE ELECTRIC BOX TREATED( POST (4 x 4 min) '
PLUGS OR ELECTRIC CONNECTIONS --- g - I., EEL EBOX IC CONNECTIONS MADE
2. PVC CONDUIT SCHEDULE 80 5•SPACE LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED a LOCKED -}-- SETTLEMENT
SEALED MANHOLE RINGS 1--
\ / .F NAL GRADE
,} '/Ve' Epi ' , '�
AT LEAST 12' '�
UNION �1, B LOW GRADE
a� o
i•• - WIRE FROM POWER SUPPLY
. . �p PIPE IS LAID ON A UNIFORM SLOPE FROM
,'l FOPPSOTATEIDUANTOAOIL 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 j
ELECTRICAL CIRCUIT ill
I . NOTES: ELECTRICAL WIRE FROM POWER SUPPLY
_ H MUST NOT RUN OVER ANY TANKS BUT
S�Fjj_ V�.9_ " MUST BE LAID BESIDE OTHER TANKS
3"� " 1 AND STPOBE PLACED IN CONDUITAT _-
SHU.QFf_LEVEL_Q_ . — _ _111 ELECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
PUMP CONTROL FLOAT CONTACT WIRES CANNOT HAVE GROUND
000 :
Figure F-8
METAL
/00011.404,/
COVER
. -ty-411k... °-111111111111110- IL.:: 4'..
:1
•X
CONCRETE
•
MANHOLE "�- - -=
RING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figure C-14
5..
VERTICAL SIDEWALL SEPTIC TANK - .
FINISHED GRADE
vi` AT"LEAST 6"T 12" SOIL AT LEAST
I". 4 DIA. f COVER 4" DIA
•-�
—�---"- AT LEAST I" `
MIN. rAT LEAST I" Ty
A DIMF�NSIONS FOR TANKS WITA1 VERTICAL SIO S A 4
,i,—.:-. L� I 1 V 1/12TH.W 24'FOR.
--
—
a
_LENGTH. 1... 2 TO 3 TIMES-THE WIDTH
DIAMETER 60" MINIMUM _ •••
4 L� DEPTH 0 30' MINIMUMS 789MAXIMUM C
r - - AT LEAST n'_... o.2a ,.._ . �- -
• 3 g 6 MINIMUMi 0.2 0 MAXIMUM — 6"
C 0.4 D
•
-• •------ - --AT LEAST 4 FEET--- -J
,OtEs:
I. SNfflN*Y TICS Al lr•ASIIPICIIESNOIMIEtf I 4. Wan EMIRS POLL F .LOCAIEOMAIMIN11MICIEi
2. 111EI1ESON LOfotaon.afmAraous.:O'IE.ASt rTOOVCIIkWIIE YOUR.
SIXICITESOrIIACSEst le SWAGE '
• 0 rIOVET
WAILcSgM/WOLOCAIE01uu1NsfEft OrALL tNRt S. �r 1� tNCEOEt'MIEENE1gorN.CTPr'EANO "'
•• WALIi
3. WIAI Cs1101 MI Or ousIW.LIIEIOCAIEO20.3 owl QIH EuET onNOSMO 11(Marra
It CI i °E►aLESS alw+SwaEs
Na)Mill DEVIC .hMECV/E8LMCOr111111SPEC1AN S. ron 110111ZUNIAL CYLUlnc. .INISICCfAMMONAll5.10 •
PIM fINLL OS 11 12 IIM4 AS 111E crown me TW 1145 •AND WINSION C IC 0.3SO. •
ON CLE atNN IS Oil UMW,ICES.A 1I WID IPOPEC 104
PPE 14111 FE lOCAIk1,OS IIKCN t11C f+lEt MOMS!El •
•
•
1
•
r MANRKS. tiArrAlli.M
1 NM ea3arn 20" $i `�tS �ltitA Keir.
N ,r
* 13 MANHIL:....,.....v"E.,y.._ I I`1� "'•M r i' -
INLET .' pi
t'`;�'' },.. `�;� . OUTLET
v. 44446 inttET LEVEL . .-14 t 1,1. :C v.
r } r , >t C" ; • CLEAN OUT TANK WHEN:
rf - _ )14 "g"IS 2 OR ESS OR
• • ti•,i —.�N;. • ..� : BLACK COLOR
SLUDGE DISTINGUISHES SLUDGE
1 % ' LAYER FROM LIQUID
..A1•• •..4 ,•. .11.
.
r
ir
MEASURE SCUM AND SLUDGE ACCUMULATIONS
• IN THE SEPTIC TANK
•40!/ . Cal° r,,t '., !Ira°
2 1. ,..,,
4.,,,
k III Y
CER'IWICATION NO.627
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing.Inc.on 5-31-00 starting at 2:51pm.
Test hole location Adams,500 Orchard Park Rd.,Orono.
Test hole number.Z, Date test hole was prepared 5-30-00.
Depth of hole bottom 12.inches. Diameter of hole li inches.
501L DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is knife, Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
vater filling 5-30-00, 11:00am, Depth of initial water filling is 12 inches above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
4aximum water depth above hole bottom during test is fi inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes per inch Remarks
2:40 prefill 6
2:51 3:21 6 5 6 30 min
3:26 3:56 6 4-5/8 6.5 30 min
3:59 4:29 6 4-5/8 6.5 30 min
'ercolation rate=¢,minutes per inch.
•
CERTIFICATION NO.627 .
STATE LICENSE NO.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 5-31-00 starting at 2:50pm.
rest hole location Adams,500 Orchard Park Rd.,Orono.
rest hole number.. Date test hole was prepared 5-30-00.
)epth of hole bottom 11 inches. Diameter of hole inches.
;OIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Brown day loam
4ethod of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
rater filling 5-30-00,11: m. Depth of initial water filling is 12 inches above the hole bottom.
Zethod used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon.
Zaximum water depth above hole bottom during test is¢inches.
Measurement, Drop in water level, Percolation rate,
Time Time intenral,min inches inches minutes per inch Remarks
2:40 prefill 6
2:50 3:20 6 4-1/4 7.1 30 min
3:27 3:57 6 3-7/8 7.7 30 min
3:58 .4:28 6 3-7/8 7.7 30 min
ercolation rate=7.5 minutes per inch.
6
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION OTIC SCHEDULED It—C "0 I -3 ()
PERMIT NO. vO t'i�` COM LETED 11'4)'CA 2'.3 v
ADDRESS Soca 0( ckok cd Pc,c Rc)
OWNER AXt,,, CONTR. '<'\()Te4/4\C-C..
TELEPHONE NO.
DESCRIPTION � r,L 9Gvik-
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
cz I
cz 02 FRAMING '13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
' 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
• 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL CDSEPTIC INSTALL. 22 FOLLOW-UP
14.1 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
OWNERICONTRACTOR TO MEET YOUXYES_NO
• COMMENTS:
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A/ORK SATISFACTORY:PROCEED Li PROJECT COMPLETE
CC Li CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY
• ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
CD BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. PHOTO TAKEN
INSPECTOR WILL RETURN
EA STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-4600
OwnerlContrctor on site:
Inspector.
White Copy/Inspector's File Canary Copy/Site Notice
CITY OF ORONO CALLED IN DATE TIME
INSPECTION NOTICE��� 6 SCHEDULED fly
PERMIT NO. _�� COMPLETED i 1—‘ `c\ ` ti'-0 v
ADDRESS 50 0 0 I G\-a(c) Qckrk . likO
OWNER Qcar1/4.r-5 CONTR. ;(4c c.t At.<—d-..
TELEPHONE NO.
DESCRIPTION Sr V ''t (�• c- of .- 1-Cc)
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
ct W 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
ct 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
• 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL CO.EPTIC INSTALL. 22 FOLLOW-UP
LU09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Q OWNER/CONTRACTOR TO MEET YOU: YES NO
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• COMMENTS:
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CC ❑CORRECT WORK&PROCEED E ISSUE CERTIFICATE OF OCCUPANCY
W
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
UO BEFORE COVERING PERMANENT
❑ CORRECT UNSAFE CONDITION WITHIN HOURS. i' PHOTO TAKEN
INSPECTOR WILL RETURN
CI STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-4600
Owner/Contractor on site: •)
Inspector. ��0.TK. GOISULN•f-tt--,
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N ICE SCHEDULED 11-/3- I:C)0
PERMIT NO. r o �.,�0P COMPLETED f -13--OI 1..d 0
ADDRESS 300 Or Ord-cc) ?Rck, r)
OWNER Au A,r+-w` CONTR. IC r‘(i •,�'
TELEPHONE NO.
DESCRIPTION f / t (-- '�°��I��
W 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
cz cz 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
tfl
O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
• 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
Iti 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO MEET YOU:x
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O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
0 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN
INSPECTOR WILL RETURN
CI STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 4 hours in advance. 249-4600
ep
:: :tte
White Copy/Inspector's File Canary Copy/Site Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOTICE SCHEDULED1S6bJ a.2,-CD
PERMIT NO. COMPLETED
ADDRESS 52,0 &,U �'I 604z4..k
OWNER CONTR.
TELEPHONE NO. .,
DESCRIPTION l`z¢-�,,",'
LU 01 FOOTING 11 MECHA It RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORENVETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
• 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 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
vei COMMENTS:
CC
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leIRK PROCEED ❑ PROJECT COMPLETE
CC
W IDCORRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
C.1 BEFORE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. (952) 249-4600
OwnerIContra o site:
Inspector.
White Copy/Inspector' File Canary Copy/Site Notice