HomeMy WebLinkAbout2002-P05639 - new septic - r PERMIT
CITY OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number: Pos639
Crystal Bay, Minnesota 55323 Permit Type: sept��
(952) 249-4600 Date Issued: 9�2s�2oo2
SITE AQDRESS: 3051 Far�iew Lane
Long Lake,MN 55356
PID: 04-117-23-33-0009
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: Pernut Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Atco Utility Services OWNER: David&Francine Delaney
3660 County Rd/ 101 S 3051 Farview Lane
Minnetonka, MN 55391 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.
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AP L[CANT P ITEE SIGNATURE ISSUED BY SIGNATURE
Covies: 1-File(SiQnitures Required), 1-Applicant. 1-Monthlv Reports, 1-AssessinQ, 1-Finance Page 1
ioa-id-2002 11:4Tan Fron-CITY OF ORONO +pg72dp4616 T-IOs" ?.OJ�!J�3 F-Z3i
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CYTY UF O�.(lN0
SEP'1'IC SYS"TE��'1 PERM�I'APT'LICA1'�UN
BoY b6(2750 Kelley Parkway}
Crystal Bay,Mn 55323
30B SITE ADDRESS
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OccupaneY TYAe: Resido�tial_ �S –
Commercial^,� ��e�'_ �
per�it Type: New or Replac�meat 5ystem $100.00
Repair ExisCin�System S 50�00
(Tanks ar Arainfield)
�0.50 State surcharge added#o a6ove fees
* See fee schedule far non-reside�tial permit fees
. pwner's Narae: �'�✓E ��"`�`�'���''
Phone Number• i S,�-`!'7/�-4/i I
<.,v, City: D,r;��� • Zip: s 1-3;/ ^
NlsilingAddreSS. c�--r �.�-�'r�'w _ ,s;ti_y�3 '?�y�
' ��-r� ,er.-«�hone Number: ,��;
Coatractor's Name: � � c, Ci � �- Zip: �s3;/
Nlailing Address.,. >'lv�a D C^ 4 . /o�,�,� t3'�- utK.—
�*� D U NOT 1V1.4iL PAYMEN'I�`VVTTH THI.5 APPLICATION**'�
GEN�RAL INSTAUGTXONS
1 Applications fi�r scptic syst0m permits may be mailed or submitted iu person at the �ity
pffices; however, Pcrmits w�.il not be�nailed aut. The pena�it snast bc pirked up in pesson
�t��r�y Officees and work must not begin unless the pa�nit card is�n the job site.
�. pe���,,rili be issued on1Y���lle�s'�L clense a��ot�Pollutian Control
pgen�y(MPCA) Sept�c Sys
3, A11 wosk must be dane in accordanct with the agproved septic system dzsign. Deaign reports
�re nat considered appr4ved unle�s accompanied bY tbe uCity' of Qrono Sepcic System
�Proval"cnver shee�t signed by the City Insgector.
4. , The followi��8 insPc�°�'�'�ll be required�Qr alt septic systems.
A Pre-installation sitc insgectioa to include inspector, ins#aller,and ganeral cautractor,
B. Tank installatian prior to co�vering.
C. Drainfield ttench installation prior nt fl�����,az t��5d fo rs�t cant nt), and a�ainr
rough up but prior to sand placem1 (
during pcessur�distribution pipin�installatian in the rock bed
�; Fina1 inspection to verifY proper final cover depc�s a�d to verify that al! pump statiops
(where required)componenu are functionai and comply with cades•
5, Yudividuatholdin�MPCAInstallersl.icenseshatlbepresentdus�ngalluispect�°ns' AZ4'honr
not�ce is required for all inspactions.
Soa-24-20]2 11:47a� Fro�-CITY OF ORONO +9522494616 T-173 P.p031a73 �-231
Np�'E; Applica.nt n�ust in.itial all spaces. Fill im all appropriatc blanks and check ai!appropriate
boxes.
1. Y have received a copy of thc systesz� design including the City of 4ronc� Septic
� Systcm Appra�vai Covei Sheet.
2. I will be installing the foliowing: ���r ���er �"`s
''�� A Tacks: .3 P['CCBSL COACfe�
T3Cl�C C&j73Clt.lGS: 1� /��4, $E.1. �� ���Z� �� S�
T�u sk- '�r��' ��"�'�
B. Fu�p Statioa(if required) _ ��3� (attay� pump�urve&
pup�:p m�ice&model �� �`��
�.�� m at �v feet of head,
litsrature); system design r quires � . qutside
High water alarm make 8c model � �ns�taller ���electrician other.
electric�l work to be compEeted by
C. Trc�tm�ut Syst�m: �ouad
Tcenches: s.f. , s
Depth of rock belaw pipe�" Rock bed dimensions �`O x ' � '
Drap 8oxes Sa.nd bed dimens�or�s�-' � '3 '
. D i stribution Box P�essura Aist.Pipe Diam.� ��
Manifoid Pipe T�ia,m. �
U, �'inal Cover/Topsoil to be: _�. borrowed from site
(show location on s�te plan}
�
trucked i.n
The uadersigmed hereby appl'ses to the City of Orono for issuanca of a septic system insta!latioA permit�
agroes to do all wor9c in svict accordap.ce with ardinances af the�o ��camP etea ttut aad coaact
o����ots,and cezcifies that all statexnents cnade on thi pp ��
�� / Date: � �``� d�'
gignature of Applic�nt
Iv1,pCA License No, �
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Staff�ttview: APProval Deuisl
� Dafie:
�evlewer:
Rea�on [or Denial:
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SEPTIC SYSTEM APPROVAL
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� of ORONO
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�ti Municipal Offices
��� .�G Street Address: Mailing Address:
9kEggOg' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner ��'�+1� �j��1�^,z,,/ Phone (Home) (Work)`����-��1 -�% (��
Address 3�'r l t=n�' u�,e.-� L2��-�,�c City C��<<�� ,�. State r,�N Zip
Site EvalLiator yi�.<r Sr.i.,�mer� State License # b.�� Phone# �E.,�t --`���7--�5��
Type of Establishment: Single Family '� Multi Family
Commercial Est. Gallons Per Day `1 C' �'
No. Potential Bedrooms �; Slope: o. `'�C�
Depth of Sand: Upslope: Downslope: Soil Sizing Factor �. � J
Perc Rates P-1 P-2 P-3 P-4 P-5 P-6 P-7
Restricting Layer Depth B-1 7�}�{ B-2 �Y� ' B-3 �� �' B-4 �4'' B-5 B-6
Type of Treatment System:
Standard Experimental Alternative� Performance �+��� —.�--
Pressurized Mound System At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/ Lift Pressurized Bed System�_
Holding Tank W/Alarm
Septic Tank Size i ��'�� # of Tanks Lift Tank Siz ISC•��� � ��,�IL �
Pump Brand� �,;�.. S �ce�cc�' GPM �; Head 7 ��c�-
Treatment System: �}- �6 1� ���r
Miniinum :�t�'x 7 5 Square Feet with 1 :� inches of rock below pipe
Mound Bed Mound Treatment Area
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
u�ltil the Inspections Department has verified the primary and alternate sites are protected.
NO VENICULAR TRAFFIC OF ANY KIND is allowed within 20'oftested drainfield sites ever.
ACCEPTED_�� DENIED By the City of Orono subject to existing regulations and
the following conditions: ,.��f+�,°� ��h''/ rn?:y7- !�;. ;�,5r<;�,;a�. rv,�cc� i���,�_ F��ci nr d c! i-;��,,�- 1����IS ,
�X�.,, v�� � _ �=i�� vf :,� �� :��-�.�a�t; o� � � E�.�., s��r ��.. �� T��
�t.'�'�r �\� Szt}r:� 5 y 5 v�� 'u ��� �v �ro �i �:1 �S � d � bv e t. �,
a �/�J �h.. �� � � 0�... r.,�
C �y wi�\ hcr> t� c;�-.cc.�t�. rar•.���;_h� i� .'� ►��(��r �,.r',�� ;� rn�I< �a:c',
�.�.�• 'M�,1� i�t. �-�'��l��:r., .f .S{�r.� c+�.�iC��'C�i���., 4�:?� .c.�- h���.��1�- - �1�1� C.F �•Jf�� f v�. "t /
�tt', s-- t..i.� n ya �1�-w� �•11' .
By: ��;�,. ���-r.�..� ;� _ :�4i - :`� %�
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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�7-P TESTING� INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX (763) 497-5011
State License #394
February 23, 2002 C l�I�`Y' O 1� i)��C)�i O
.�;PTIC PF.RMt�� P�I-AN REV1�W
'.'i.CTOEt �?�/���.-4-�--
,; ,.�rE �-z6-�a PE�M[T NO._............_
� APPROVED A5 SI�A�tlTTEQ
Dave & Francine Delaney ��� APPROVBDWITNCORR@CTIONS,�sNaroo
NOT APPROVED-CORR�CT!RESUBNL?
3051 Farview Lane The�mentsareforyourinformstiaa Aliwt1t�11MIM1�
Orono, Henn. Co., MN in fuH compliance with all applicabi�uptio�a�tip/aoM•
��` s ,,7 I I G,� " ` I� r ��-�1 Requirementa including items not speclfie+►�h�noMdM1�M�'
� �-� ` ) 10EBA't'�Ws tLiW sBT�SCCi AT�ii'[Wii
I was contacted by Mr. Delaney to do a Compliance Inspection for the existing on-site
sewage treatment system due to the system surFace discharging septic effluent. The
Delaney's purchased the home in August of 2001.
The existing system is a mound system. The rockbed was found 5' below grade. The
maximum fill allowed over the top of a rock bed is 12". Soil borings into the rockbed
found the soils above the system gray and saturated which indicates the system has
been overloaded (failing) for a long period of time (years). Borings into the mound
sand also indicated gray soil which is ponding eftluent (saturated). The system is
classified as failed, non compliance under Minnesota Chapter 7080 rules.
On the Private Sewer Disclosure Statement completed 4-19-01, line 36 asks the
question if the system is in compliance with applicable sewage treatment system laws,
yes is checked. No Compliance Inspection of the existing system was made available
to the buyer from the seller or realtor representing the property. Line 52 was not filled
in which asked if you have received any notice from any Government Agency relating
to the sewer system. City records indicate on 5-26-99 a notice was given stating the
drainfield (DF) saturated (sat), tanks leaking and pump failure. With the drainfield
being saturated , surFace discharging is classified as an imminent health hazard which
requires the system to be repaired or disconnected within 10 months. I contacted a
pumper who has an invoice from April 2001 which indicates there were problems with
the drainfield. None of this data was made available to the buyer prior to closing.
State Law Chapter No. 617, H.F. No. 2158 Subd.6 Disclosure of Individual Sewage
Treatment System to Buyer states that after August 31, 1994, before signing an
agreement to sell or transfer real property, the seller must disclose in writing to the
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buyer information about the status and location of individual sewage treatment systems
on the property or servicing the property. The disclosure must also include a map
showing the location. The seller must indicate whether the system is in use and to the
seller's knowledge in compliance with applicable sewage treatment laws and rules. If a
Compliance Inspection would have been completed at the time of the sale, the system
would have been classified as failed.
This property has no area available to install a new Standard On-Site Sewage
Treatment System under Minnesota Chapter 7080 rules due to fill soil, wetlands, tennis
court. The proposal is to install an Other System under Minnesota Chapter rules
7080.0178 for a six bedroom home. A monitoring plan is required with a minimum of
monitoring for hydraulic overloading & monitoring the daily water use. This will need to
be determined by the City of Orono. A water meter will need to be installed. Soil
borings found the original topsoil at 62", 68", 72" & 84" below grade. The fill soil will be
removed (after excavation, the original soil must be checked by S-P Testing, & the City
Inspector) and backfilled with washed sand to elev. 94.7 and install a 1500sq.ft.
seepage bed. 5' to the south of the seepage bed, the soil must be excavated also to
the original soil and backfilled with loam soil to finished grade. Recommend to use
untreated plywood befinreen the sand & loam fill to prevent the two soils from mixing.
The over excavation is needed to prevent effluent from following the original mound
sand to the wetland to the south. Inspection pipes will be needed, one at the original
soil and one at the bottom of the rockbed and sand fill layer.
Approval will be needed for the seepage bed to be 35' from the wetland to the south.
A Multi-Flo Wastewater Treatment System will be added due to this site having no
additional area to treat septic effluent &to help assure long term survival of the system.
The Multi-Flo Aerobic Wastewater Treatment System classified as standard under
Minnesota Chapter 7080 rules. The highly treated, filtered effluent produced by the
Multi-Flo is over 95% free of the normal sewage contaminants that cause the
progressive failure of conventional systems. The unit will be a 1000 gal/day. A trash
trap is installed in front of the Multi-Flo. The unit requires to be serviced 2 times a year
which will be done by Schirmers Wastewater Treatment Systems, Inc. A 2 year service
& parts warranty comes with the purchase of the unit. After that time, the homeowner is
required to carry a Service Contract at $125.00 a year (2002 price). A report is sent to
the homeowner, city, MPCA & Multi-Flo yearly.
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Low water use facilities should be installed throughout the home, low flow shower
heads, low flush toilets, water softner, etc. If there is an Iron filter in the house it must
must be diverted out of the system. The rain gutters run off must be diverted away from
the system.
Due to the soil conditions, this design has no guarantee for long term survival.
Use a 1000 gallon trash trap and a 1500 gallon dosing chamber pumping to the Multi -
Flo Unit with a timer, pumping 19 gallons every 30 minutes. The effluent will flow
gravity from the Multi-Flo to a 1500 gallon pumping chamber which will pressurize the
seepage bed. The power supply and switches must be located outside the manhole
andpumping chamber in a weather proof enclosure. A warning device must be
installed with a light and sound device, this is in case of a pump failure.
All neighboring wells are located greater than 100' away from the proposed treatment
area.
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.
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. Recommend to divert the water softner also. Garbage disposals are not
recommended, due to adding more solids & fine solids passing through to the system.
Excessive amounts of soaps, antibacterial soaps, cleaning agents, shower cleaners
used every shower & 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.
�-��y.�: � c;� _�„
Steven B. Schirmers
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_ �, �,� /� / Check all underground �itilities
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Oo'e==/�3.�Yd;- PN.6Q-497-3566 I
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v��-1M'�'t� - 7�" � �C[,yaV)�"�)�T-4 lSo�Qx �,`}A�� vt^�,k ; =�.� � '�`_'� Cz�•�os,
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SET- BACKS `�'
��tc.�A�,��-t�o� _ ----- -- - • ��.5 <.xcti�NHTio�
HOUSE System must be� s.�' `�'°�z - �s' - �`- ,
, ,,.,�
' S4�-�� F���. 4.� �
Tank � from property lines ��;,,� "`� 3 �
� from welis �`- l� )...� V �� _____
.s� from bidqs. � �� w����, V
TreatmeM orea = fran lakes, ?S strwms
Treatment orea �2� from property lines
�1E�uNo�.E.s._�r�x.1�'' �,from wells s�����'"�'�� 5v'
a�cKfi� � from bldgs. SOIL BORING ELEVATIONS
��from trees ote�Power supply and switches must be in a weather
____;-.---�C=I_.� ���=� � proof endosure� outside �Pur�in9 chamber.
--__
a�m�n. �—_._ ' o _____ - . . _._ _-- - --- - - , � ,� z _
. ' �,,-z s� �' ' TH�I EL. �t�.�
90 • . . -
_ a.<. � F,.� -��p'�__-__ :. o _��_ � �� ��� TH`2 EL.�9S�.z-
i000 � � �000�.,� r, --- � — �
-���� � ��L, ,; -3 5' - � �-w�J ;o ;� Cxode�%slope TH"3 EL.-��
1 ��- �; �tis�,.-�5•�.�a -
Drou to Tank
��� ; �-Lo 10� s�� 3 TH"4 EL- `�`�i:2-
� �f I I �3AL�C-��.� �IT l I �CL��I�f��G �r
„ � �-- - ; ,� �,y.� i ���,=��-�. ,�,-�,� -
Min:I to 8 �� � pumping d I - - —� �{ TH. 5 EL.-
�O'QW\ �2L
_ Maic.l�to4� .�,��„h� (�wmber � SEEPAGE -BE� Q�-�ss�tz�p ELEVATION at PROPOSED PUMPING��
4 to 6 dia.ppe u�t�- fiwr�'� �S�o�.�. . CHAMBER-.3����-�. �U"���o-c�
iSoo��. _ `�p, lo �0 9�.7 U"���y�b �?'� �S's�ix�sS»�,�(�v,r"� lo1.S� ,-(v�a�n���y_Ico.1
�� ,� auo �� '� 10D,1,, v ,r �, q�d,4S
SYSTEM DESfGN „ ,, �%� �� � �oo.o ' „ ,� � ��.5
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TYPE--�,(�,BE�fZ00M - Percolation rote " min.�nch (design 1(�30 min:/inch)�-SSL�M��i�
Treatment area required w/�� of rock filter material--�� ��sq.ft. of trench bottom
Number of fonks required� , Ist tank)0 o aL, 2nd tonk I a�oogol. mirumums 34-`''/�vo �.>.! M���%<\ -�=�-� v� ��• � �1�H � S d o�, 5'L'�'�' ����^��-. -
T`�1�`J� �'k'�k��'' 'Pd=,1��\.> �C'11}1�- l.V��1`Mc-'�-
Ctebn rock � cu.`,,�1s. ( 3/4 to 2 I/2 dia. includes 2 ubove . � �1
� 7" �� �� ', �� Pj�\ Yrc A `K c�L`�r-'6�c�..0�� M vt�C l-�ti0 �1-Z �\.�{�?. �I D '�1��� �` I.a `i F�P'G.
� 4iw��s
! � w� �-'�'��. PROPERTY OF:�'>�t��v ���L��'E`� ,
�a �'umP�9 chomber capoaty= � daily sewoge flow ofgD�gal.=�9aL+Re.�ve.sforoge5�qol.+ Pipe,:back dro;nage�gal=��1q gol cap. "�� Sl �}�V�'��rti/ �.-A-�'�
�� u S� �soo Ep,1. ��O 1�1?-1, �'�4-a� . �.O
�Sv I� al./IOOfin.ft.� pipe-.len th of i needed a 3 ft -� ol.
� ( Reserve sto�age = �gal./bedroom=`7Dc>yal_ + pipe bock droinage= g 9 P Pe PP�- g )
� � �� Pump size �� 3 hp w/mercury f ol at�pump controts '�s�n 7� 1���n QC�sS, ��s�1a�A'��- a S ��,(J vr��n="---
,-�V�'1
�� Note� When�oonstn,cti� bed �- this area shoutd. be sha ,� No' 1 �� 5� � � ��� � S-P rEST/l�l /NC .
� \`A^ \ ^�/ � � �, ,.
_—_i..�1--..__'_�)e!f_....__
. g , ped te= Distance from treatrnent orea to neighboring wells— ,, L t-----,.
� io divert run-off from entering treatment area. �:,��,�'� ��. J �0' � Designed By� ��— -� —
Dote��,/a�/c�,_, PH. 612-497-3566
TIZENCH ANI� BED WORKSHEET
�..��, �R�1GE DESIGN FLOW r A-1: E�tlmat�d S�wafl�Flows in 6allon�per Day
A. Estimated_ `�D O gpd(see figure A-1) :.a`�°�=`, num r o
or measured - x ,�,�(safety factor) _ - gpd badroomc ciau i ciau u c�au ui ciass iv
B. Septic tank capacity /bOD gallons(see figure C-1) s a�0so soo 28s or�tne
-r���� �q�
� sb0 �„�•�� LoS1�� -���1L � /�CGe�..1 yy�JL'�l"��-,: 1CC':� al 4N�^'�S' Q 600 375 256 volues
� G1�� 5 750 450 294 In the
2. SOILS (Site evaluation data) � �`+ts - a 900 525 3s2 ciass i,
C. Depth to restricting layer= n�S cr��, . �,�L feet�t 1.� � �� � s�o u,or m
D. Max depth of system Item 2C-3-ft'=-I-3' ft-3-ft= �1 .7 ft s i2°° °�s 408 columns.
E. Texture l.o��'Y1 Percolation rate I�-3 v MPI '�-�'��� ��� l'�`�'`''''` -�`�'�`�'
�::3F�;r..):�5��,�. ,.,_... " ='1!c . 7r
F. Soil Sizing Factor(SSF) _ /,i�'� sqft/gpd (see figure D-15)
�'i. % Land Slope � % C•1: Se tic Tank Ca acities in allons
3. TRENCH or BED BOTTOM AREA Liquid capaciry
Number of Minimum Liquid Liquid capacity with w���sposal&
H. For trenches with 6 inches of rock below the pipe: B���oms Capacity garbage disposal lift inside
A x F=_�;d x sqft/gpd = sqft z o�i�s �so >>zs ��
I. For trenches with 12 inches of rock below the pipe: 3orn i000 �Spo 2�
A x F x 0.8 = _��d x sqft/gpd x 0.8= sqft 7J8 069 zsoo�o so�oo� 30Q0
j. For trenches with 18 inches of rock below the pipe:
A x F x 0.66=_QPC� X sqft/gpd x 0.66= sqft D-15: Soil Characteristics and Soil Sizing
Factor(SSF)(>3'se aration)
K. For trenches with 24 inches of rock below the pipe: Percotation Aale Soi Slzing Factor
A x F x 0.6= _�;d x sqft/gpd x 0.6= s ft minutnperinch so��T�,�,,.. p,,.,�fK„g,,,o„
q �^ � r da /t/ d
L. For gravity beds with 6 or 12 inches of rock below the pipe; � f�«<w.�o.l• c«rK..�d o.a�
0.1 to S Medlum iand O.B3
1.5 x A x F= 1.5 x end x sqft/gpd= sqft �«�^Y N^d
��i 0.1 to 3•• Fine wnd 1.67
For pressure beds with 6 or 12 inches of rock below the pipe; ;6°0;� �my�o�m (�, ,.�
� � � /� _1S4 S 3]to<5 Siltb�m �2�p"�
A x F= C� d x • s ft d � qft 5���
46 to 60 Clay Iwm 220
4. I�ISTRIBUTION (Check all that apply) �YY c'�Y
snry d.y
over 61 to 120"' Cla 4.20
O S+ndy clay
� Bed (<6/o slope) Drop boxes (any slope) Rock .,ow�,�,,,�120.»• 5iry�'•r
Trenches Distribution box (<3%) Chamber • x.y.«ms o..,p ,.a,m�, �.o,s:
� prcasure distribuNon or�erial distribuNon wlth
Pressure Gravity Gravelless ^����h�25%of the total aystem.
"Soil having 50°/.or morc fine sand plus very fine sand
� •'•A mound must be uud.
5. SYSTEM WIDTH,LENGTH and VOLUME ��An other or perform�nte�y�tem must br used
M. Select trench width = ft D-9: Soil Chaneteristies and Soil sizing
factots(SS�for Gravelless Pipe
N. If using rock,divide bottom area by width: (H,I,J,K or L)+M= Percoi,�o�ra�e i;ne�f��i
sqft= ft= lineal feet (minutes/inch) soil texture gallon/day
Rock depth below distribution pipe plus 0.5 foot times bottom area: Fas�er cnar,o.i' Coarae Sand -
0.1 to 5 Medium Sand 0.28
Rock depth in f�et+0.5 feet x Area (H,I,J,K,or L) Lo�,y s�„a
/� ' ` � q � 0.]to 5 Fine Sand•' 0.6
� � ft+Aa ft� x Uu s ft= cuft b�o is Sandy Loazn o.a2
]6 to 30 Loam 0.56
Volume in cubic yards =volume in cuft divided by 27 31 to45 Sllt Loam o.6�
n � CUft T 27=���_CUyC�S 46 to 60 Cla Lo�Iam(CL) 0.74
Weight of rock in tons = cubic yards times 1.4 Si1tydYCL
�_CUyC�S X 1.4=�_tons slower than 60•• Clay �
Sandy Clay
O. If using 10"Gravelless Pipe, Flow (A)x Gravelless SSF(see figure D-9) s;�ryciay
5oil too coarse for sewage treatment.
_��Dr C� X lineal feet/gpd = lineal feet Use systems for npldfy rmeable soils.
P. If using Chambers,H,I,J,or K (based on height of chamber slats) = '...'s°So;ihW�hgoo0�h;ore�„�Seo��a�ryoiinesand.
E
width of chamber in feet (M) installation of a standard inggound system.
sqft= ft= lineal feet Goka111�F�brk
a:b::4 0::; o::'y::4. I 3'Red Cma
':g.4T,a. .:
6. LAWN AREA q:��;q '°��b• 1,�,,�.�,� �
s.p;;. c- ;s �
Q. Select trench spacing, center to center= feet at•�qb, ��•.• � z ���},
q'�:�'6� o b;,b b�
R. Multiply trench s acing by lineal feet R x Q=sqft of lawn area � q:qY"4 46 b:qb;
�A ( ( 4,Q:;b b b b �:9..d; �
lf X `? lineal feet= � � S !t 45.:4"4 4Y`.r.b,,b ' l'
� �] `,s b�;a;�;�.Q,.o,gv;. 6-24"Rock
s'�b'.'s'�."t�:,';i:;,s's" 3/421/2" ,a,
°:�::d v:.b:4:s:�.;L,r'
:cb'..b��i$�6:�'b'.'4
7. LAYOUT , °�:�`c�:.b'':"4��:�=
a' '�,b E:b" 'S
1lld'�WdYe---
Include a drawing with scale(one inch= 30 feet). Show pertinent property boundaries,rights-of-way,ease-
ments, location of house, garage,driveway,and all other improvements, existing or proposed soil treatment system,
well and dimensions of all elevations,setbacks and separation distances.
I hereby certify that I have..completed this work in accordance with applicable ordinances, rules and laws.
� �-�' (, - '
(signature) 3"i �-:/ (license#) ol -�v -� Z (date)
f
� '
' ' PRESSURE DISTRIBUTION SYSTEM Geotextile fabric
1. Select number of perforated laterals�_ uarter inch erforations s aced�3� 12��
9"of rock
2. Select perforation spacing = 3.c� ft
Perf Sizing 3/16"-1/4"
3. Since perforations should not be placed closer than 1 foot to Perf Spacing 1.5'-s�
the edge of the rock layer (see diagram),subtract 2 feet from
the rock layer length. E-a: Maximum aliowable number of 1/4-inch perforations
�.,� J per lateral to guarantee<10%discharge variation
Roc ayer eng �2 ft —�Ft perioration
spacing
4. Detennine the number of spaces between perforations.
Divide the length (3)by perforation spacing (2) and r un }eet 1 inch 1.25 inch 1.S inch 2.0 inch
down to nearest whole number.
2,5 8 14 18 28
Perforation spacing= ' 3 ft= � ft= a� spaces 3.0 8 13 17 26
5. Number of perforations is equal to one plus the number of 3.3 7 12 16 25
perforation spaces(4). Check figure E-4 to assure the number of 4.0 7 11 �5 23
perforations per lateral guarantees <10% discharge variation. 5,0 6 10 14 22
�`-_spaces + 1 =��perforations/lateral E-6: Perforotion Dischorge in gpm
6. A. Total number of perforarions = perforations per lateral (5) perforation diameter
times number of laterals (1) head inches
(feet) 3/16 7/32 1/4
� � perfs/lat x�_lat= /0 0 perforations 1.0° 0,42 0.56 0.74
B. Calculate the square footage per perforation. b
Should be 6-10 sqft/perf. Does not apply to at-grades. 2•0 0,59 0.80 1.04
Rock bed area = rock width (ft) x rock length (ft) 5.0 0.94 1.26 1.65
a�� ft X � `� ft = �J���' sqft ° Use 1.0 foot for single-family homes.
Square foot per perforation = Rock bed area +number of perfs (6) b Use 2.0 feet for on n�� else.
1 J� � sqft+ !✓ perfs = 1`. (.� sqft/perf M4NIfOlO LOCATED AT ENO OF PRESSURE DISTRIBUTION SYSTEM
7. Determule required flow rate by multiplying the total number of
perforations (6A) by flow per perforation (see figure E-6) wn;�
� )�,,
.�.�„a.,
��v perfs x ..S l� gpm/perfs =�gpm
8. If laterals are connected to header pipe as shown on upper �'1
o�^" �:;.�'�n.
example, to select minimum required lateral diameter;enter ,.�M°"'`°
figure E-4 with perforation spacing (2) and number of perforations ��/``�'�
per lateral (5) Select minimum diameter for ,,.o�,pF►ERlOMTEO VIPE L<TEPPLS�A
PR[SSWE DISTPiBUT10N w MOUHO
perforated lateral = in es.
/[IIIOYT[0 RbTIC I�K
9. If perforated lateral system is attached to manifold pipe near �,�„�,.,,��[,,Q.�,,,• y-��
V� OPS E•WY�K Lnr hi�� �.A/l�K��T10'�
the center,lower diagram,perforated lateral length(3) and f„wpao
number of perforations per lateral (5)will be approximately one K�.�;=��,«,�bT.�.a
half of that in step 8. Using these values, select minimum '°� ''-
•-����•:s����o:
diameter for perforated lateral = "a.�J inches. _�„,�., b�
��,����
,�,,,�•,�� ;;��
\ ��,�m
a ^
��
I hereby certify that I have com�leted this work in accordance with applicable ordinances, rules and laws.
� � �• --'r.,--�/ � (signature) ���r��' �"� (license#) d - �� - n�-- (date)
� PUMP SELECTIOh7�PTZOC�T�UIZE�
� � ' � • "Pv v"�� ��, w.-��- -r'�w,���;�
1. Determzne pump capacrty:
A. Gravity distribution .
1. Minimum required'discharge is 10 gpm �
2. Maxirnum suggested'discharge is 45 gpm. For other� �
establishments at,leas�10%gre�ter than the water supply rate,
but no faster than the rate at which effluent will flow out of the
disttibution device. � �
B. Pressure distribution . �� � �
See pressure�distribution work skeet
From A or B Selected�pump capacity:=gp�
2. Determine pump�head�requiremen#s:
A. Elevation difference between pumg and point of discharge? � • ���o�-��"�?
n
feet &-polfl#-of disch�argE
O�f°��:9;i �'� 7.(
B. Special head requirement? (See Figure at right-Specutl Head Requirements) , total Ipe
'-" feet lengt
Inlet � ` 2A,elevatlon
C. Calculate Friction loss � p�pe difference
1. Select pipe diameter a. 0 iri � � �...��
� ' __�11
--------------------------- -
2. Enter Figure E-9 with gpm (lA or B) and pipe diameter(C1). .
Read friction loss in�feetper 100 feet from Figure E-9 Special Head Requirements
Friction Loss = 1 . ) 1 ft/�100ft of pipe Gravity Distrjbution 0 ft
3. Determine total pi�pe length from�pump discharge to soil treatment Pressure Distribution 5 ft
discharge point. Estimate by adding 25 percent to pipe length for �
fitting loss. Total pipe length times 1.25=equivalent pipe length
l v. feet x 1.25 =�,�„__feet E-9: FrictJon Loss In Plastic Pipe -
4. Cal'culate total friction loss by multiplying friction loss(C2) � Per 10o teet
nomtnal
in ft/100 ft,by,the equiyalent pipe•length(C3) and divide by 100. pipe dicmeter
- � . 11 ft/100ft x l � . +100==ft �ow rcte 1.5" 2" 3"
. m
D. Total head required is.the sum of elevation difference (A�,special� 2� 2.47 OJ3 0.11
head requirements.(B), and total friction loss (C4) 25 3.73 1.11 0.16
� ft+�ft+ / �}= 30 5.23 1.55 0,23 �
Total head: '� feet 35 6.96 2.06 o.so
� 40 8.91 2.64 0.39
3. Purnp SeleCtiOn 45 � 11,07 3,28 0.48
50 13.46 3,99 0.58
A pump must be selected to deTiver at least . ���'� �,m � 55 4.76 0.70
60 5.60 0,82
(1A or B) with at least�_feet of total head (2D) 65 6.48 0.95
. 70 7.44 1,Q9
I� I hereby certify that I have completed this work in accordance with applicable ordinances, �.rules and laws.
i�`�-- � ----'---- -- ., � -
� v ' � - -�" �^ (signature} �" ° �-I (license#) � � � o^� (date
)
� PUMP SELECTION�PROC�T�URE�
. �►� � �
1. Determine pump capacity: ��� �,,,�� p� �
A. Gravity d�istribution .
1. Minimum required�discharge is 10 gpm � �
2. Maxunum suggested'discharge is 45 gpm, For other� �
establishznents at,leas�10°/a gre�ter than the water supply rate,
but no faster than the rate at which effluent will flow out of the
disttibution device. � �
S. Pressure distribution �� � �
See pressure distribution work sheet
From A or B Selected�pump capacity: �"(� . gpni
2. D etermine pump�head�requiremen#s:
A. Elevation difference between pump and point of clischarge? � • soll treatment systen
� feet &point of discharge
p;!yd°�.o°?q:;:. c�S�
B. Special head requirement? (See Figure at right-Special Head Reguirements) , total (pa v
_ � _feet lengt �
Inlet � ' �.elevatlon
C. Calculate Friction loss � p�pe { difference
1. Select pipe diameter �� v in � � ... ��
_ " --------------------•------ ---•-=�^Q
2. Enter Figure E-9 with gpm (lA or B) and pipe diameter(Cl).
Read friction loss in�feetper�00 feet from Figure E-9 Special Head Requ(rements
Friction Loss = y . �d it/•100ft of pipe Gravity Distrtbutfon p ft
3. Deternline total pxpe length from�pump discharge to soil treatment Pressure Distributfon 5 ft
discharge point. Estimate by adding 25 percent to pipe length for � �
fitting lvss. Total pipe length times 1.25 =equivalent pipe length
� � feet x 1.25 =�feet �E-9�: Frictlon Loss In Plastic Pipe -
4. Cal'culate total friction loss by multiplying friction loss (C2) � Per 100 iset
in ft/100 ft�.b .the e uiyalent. i e�len � nominai
Y q p�p g.th(C3) and divide by 100. pipe dtameter
_ �-I-, 4� ft/,100ft x 4`� . +100=.�ft now rate T.5" 2�� 3��
. � m
D. Total head required is.the sum of eYevation difference(A),special� 2� 2.47 0.73 0.11
head requirements.(B), and total friction Ioss (C4) 25 3.73 1,11 0.16
�o ft+ .S ft+_ �, ft= . 30 5.23 1.55 0,23 �
Total head: 1 � feet 35 6.96 2.06 o,so
' 40 8.91 2.64 0,39
�. PUI11p Se1�Ct10I1 45 � 11.0? 3.28 0,48
50 13.46 3,99 0,58
A pump must be selected to deliver at least��pm � �5 4.76 0.70
60 5.60 0,82
(1A or B) with at least � feet of total head (3D) 65 6.48 0.95
70 7.44 1,09
i hereby certify that I hav completed this work in accordance with applicable ordinances, �.rules and laws.
�-' v ' ' � (signature) 3� y (license#) o� - c3•� -- C"2._. ��a te
)
. �
S�P TESTING� INC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License #394
LOGS OF SOIL BORINGS
Dave & Francine Delaney
3051 Farview Lane
Orono, Henn. Co., MN
Borings completed on 2-12-02, with a hand bucket auger.
BORING NUMBER 1- Elev.97.6 - MOTTLED SOIL ASSUMED AT ORIGINAL SOIL.
0 - 60" Fill clay loam & loam
60" - 66" Fill dark gray loam & loam
66" - 72" Fill gray loamy sand
72" - 76" Original soil very dark brown loam
BORING NUMBER 2- Elev.96.2 - MOTTLED SOIL ASSUMED AT ORIGINAL SOIL.
0 - 42" Fill clay loam & loam
42" - 60" Fi11 gray loamy medium sand
60" - 68" Fill gray loam & clay loam
68" - 74" Original soil very dark brown loam
BORING NUMBER 3- Elev.96.8 - MOTTLED SOIL ASSUMED AT ORIGINAL SOIL.
0 - 54" Fill loam & clay loam
54" - 62" Fill gray loamy medium sand
62" - 84" Original soil compacted very dark brown loam
84" - 90" Very dark brown loam
. A1.'
Soil borings cont'd.
BORING NUMBER 4- Elev.98.2 - MOTTLED SOIL ASUMED AT THE ORIGINAL SOIL.
0 - 70" Fill loam & clay loam
70" - 84" Fill gray loamy medium sand
84" - 96" Original soil very dark brown loam
2
� , ; , - ;
.
� �
SURGE BOWL
INLET OUTLET
O I II FILTER
ACCESS �
COVER FILTER HANGER
PLATE
EFFLUENT
WEIR
�---ACCESS COVER
PLAN VIEW
DOME ASSY.
ACCESS COVER
POWER SUPPLY GRADE 4"P.V.C.
CABLE
� OUTLET
CABLE TO SURGE BOWL
ALARM BOX
4"P.V.C.
INLET 4"P.V.C.OUTLET
I BASIN
EFFLUENT WEIR 93..
82'/:'
FILTER TUBES
OUTLET END ELEVATION
SUBMERSIBLE
AERATORS �
-� MULT/•FLO
78�� OAYTON,OHIO
ELEVATION SECTION 1000 GPD REV'D DATE s�uE
DATE 5-22-ES
Multi-Flo Unit °""
oruw�Na auMece
, ��/ .
F-R �
. ,.
REOWOOD, CEDq� OR
WATER TIGHT 8� LOCKABIE ELECTRIC BOX—� TREATED POST (4 x 4 min) '
PLUGS OR ELECTRIC CONNECTIONS-- l��N��DEL 60X�C CONNECTIONS M110E
2" PVC CONDUIT SCHEDULE 80 6�SPACE LOOP OF POWER CORD FOR
MANHOLE COVER CHAINEO �l:LOCKED -�-- SETTLEMENT
SEALED MANHOLE RINGS .F NA GRADE
� � AT LEAST 12� '
��� BELOVV GRADE
WIRE FROM POWER SUPPLY
- ' PIPEP�TATI ON UP 0�SOIL TREATMENT AREA
� . /F1 , F0�P OPER ORAINBACK
SEALED TANK COVER �-1F PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOLE MUST DE USED
WITH ANCHOR—�, — WEEP HOLE
ALELECTRICAL�RCUIPT RATE
NOTES� EIECTRICAI.WIRE FROM POWER SUPPLY
�— MUST NOT RUN OVER ANY TANKS BUT
•S���-��'-9- -7' �l: ' '— MUST BE LAID BESIDE OTI�ER TANKS
. 3"J `� _ AND MUST BE PLl10ED IN CONDUIT
- ALONG POST _
SHUT:Q��.,��E,�Q_ — — ELECTRICAI. CORDS FROM PUMP AND
FLOATS MUST 6E RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROI. FlOAT CONTACT.
Q�� ;
Figure F-8
META�
COVER
�_ _.+:, .�; '�'�� �: � y'•. .y
� '� ,i "� �� �.V
; I� ; .,.
j i ,'c�_,, f i •r�.
� �t�i .ie-:�• _:,_:.. I
iy.— •— _ I
CONCRETE �'
MANHOLE �'�
RING
METHOOS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figurc C-14
v � �
rt __' ;t `. .
�- '� VERTICAL SIDE�V'ALL SEPTIC T�1K -��
�FINISHED GRADE
� -•AT LEAST �✓ 6"TO 12" SOIL AT4LD A.-�
4' OIA. COVER
� AT LEAST I" ' � � AT L.EAST t"
MIr! . ..,,•;...
�.
. ..., . . 1--
, A DIMENSI N FOR TANKS WITH VERTICAI.-_SID 5 A '
—� '�l yy��Tj�: w 2R� MINIMUM _,__�__
IENGTH 2 TO 3 TIMES 7HE _WIDTH
B QIAMIETER 60' MINIMUM r,,,_ ;
� 1 DEPTHyO 30' MINIMUM: 78 MAXIMUM C �
J.. .___
� � - •AT LEAST ^ -.. 0.2� o _.._._. _ g• -
g � � 6_MINIMUMi O_2 D MAXIMUM .�
3" c o.4 0
. .___--. • •-AT I.EAS7 4 FEET--� " '�
t.Ci1 f S: ,�
t. SNut�rIVlt4tnilfnitt�wCiKS�NOwaElf.f1 �. ►wnKMEOGv[f13pv�ll�.lOCAtED1'nllinitinG�Es.
t. �n.R�ctiOnNwl(fCn�1w+IENt�[EtCOrKll�vnc �rt00y(�1wlIUGfEOUt•01oMEvfi�11►CC�K.E
wnus. ' �. t.�ruwt�+ual�v+CEOE1'r+EtNRNUCfr+�Errrf.�wu '
�. iwr�4KC1�0r1Pr'lO�AtWlI�Y+�hKSM�+XItEit wEMEftro•��oNafr►EavlluE►qt.Es�uw+�wurta
onnwwacEs�v��n��oc�tEoov[noo»���4MaEr on►a►.a�Enw+��r+c+�s
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MEASURE SCUM AND SLUDGE ACCUMUL.ATIVNS
I N THE SEPTIC TANK
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N C SCHEDULED t �'\-QZ 1'-� �
PERMIT NO. ����� COMPLETED 1 O"�'�� I�.�i C7
ADDRESS j d'� F'�r v�•c.,,,_ �-��r,�
OWNER CONTR. �'s" C C�
TELEPHONE N0.
� DESCRIPTION Sep'r� L ��v
� Oi FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TFEE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 2 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 PTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTORTOMEETYOU:i�ES_NO
� COMMENTS:
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� BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETUFN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. �952� Z49-�6QQ
OwnerlCo actor on site:
Inspector. �.�
White Copy/lnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NOT E SCHEDULED
PERMIT N0. ���=� � �y COMPLETED � �..0 C�
ADDRESS �I '--�' � �e-� l--r'�^,e—
OWNER CONTR. �T L�
TELEPHONE NO.
� DESCRIPTION Se �--; �. �
� Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE �PTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 PTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINA� 36 FOUNDATION/REMOVAL
Q OWNER/CONTRACTOR TO MEET YOU: YES_NO
� ���
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�` NORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
�CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call forthe next inspection 24 hours in advance. �952� Z49-4600
Owner/Contractoron site: /�"'r"�-
Inspector. Cl�'�'�
White Copyllnspector's File Canary CopylSite Notice
' DATE TIME
CITY OF ORONO �Ij�ALLED IN
INSPECTION NOTICE �j � fj��� SCHEDULED
PERMIT N0. COMPLETED �� ��`�� �'�
ADDRESS ��S� �`�� `��"� �-��
OWNER CONTR. �'� ��
TELEPHONE N0.
� DESCRIPTION S �P�' L �`'���`�
� Ot FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAI FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAI.
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL �EPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATIONlREMOVAL
� OWNER/CONTRACTOR TO MEET YOU:�YES_NO
� COMMENTS: " I ��n � Ur (�'�.-Ilr
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� O CORRECT WORK,CAL�FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR
❑CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. �952� Z49-4600
OwnerlContractor on s'te:
Inspector.��a� '�"''�^--
White Copy/lnspector's File Canary CopylSite Notice
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