HomeMy WebLinkAbout2002-P05466 - new septic system � � " PERMIT
CITY OF ORONO Permit ►vumber:
2750 Kelley Parkway- PO Box 66 P05466
Crystal Bay, Minnesota 55323 Permit Type: Septic
(952) 249-4600 Date Issued: s�i�2oo2
SITE ADDRESS: 525 Sussex Circle
Long Lake,MN 55356
PID: 04-117-23-32-0012
DESCRIPTION:
Proposed Use: Residential
Pernut Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolurion#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: PernutFee: $ 100.00 Valuation• $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: I.D. Septic OWNER: 7on&Susan Campbell
1127 Goldenrod Lane 525 Sussex Circle
Shakopee,MN 55379 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.
' ��� ,����
ATURE D BY SIGNATURE
Conies: 1-File(SiQnixures Required), 1-Atmlicant, 1-Monthlv Renorts, 1-Assessin�, 1-Finance Page 1
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CITY OF ORONO SEP'TIC SYST'EM PERNITT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay,Mn 55323
� ����
JOB SITE ADDRESS� fj�7� ; �(�����
Occupancy Type: Residential�_ Commercial Other
Permit Type: Ne r Replacement System $100.00 � �� -�'%' �-�
Repair Existing System $ 50.00
(Tanks or Drainfield)
$0.50 State surcharge added to above fees
* See fee schedule for non-residential permit fees
Owner's Name: //1]`� ���o�✓ Phone Number:
MailingAddress: �f/� �Sfi`�.c �-!u City:�--y��`�7`� Zip:
Contractor's Name: � G Phone Number: ��Saa3,3 �/
_ ' `� Mailing Address: //�'.J(z�'����YI City:�S��/�lCvi�� Zip: ��7y
� *** DO NOT NIAIL PAYMENT`VTTH 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 Off'ices 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 desi�n. 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 l�Il'CAlnsta.11ers License shall be present during all inspections. A 24-hour
notice is reyuired for all inspections.
_ � j �
.
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.
` �� 2. I will be installing the following:
A. Ta.nks: Precast Concrete Other Manufacturer,���./l�
Tank Capacities: 1) �3� gal. 2) /' Cra gal 3) gal
B. Pump Station (if required)
Pump make& model_�c�,E'�,.� (attach pump curve&
literature); system.design requires�gpm at �3c� feet of head.
High water alarm make & model "��� ��-C�'�T . Outside
electrical work to be completed by�installer�electrician other.
�-
C. Treatment System:
Trenches: s.f. ou d'
Depth of rock below pipe " Rock bed imensions lL-� ' x�'
Drop Boxes Sand bed dimensions�' x��'
Distribution Box Pressure Dist. Pipe Diam. f•s�s�-L�P.�
Manifold 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,
a�rees to do all work in strict accordance with ordinances of the City and the regulations of the State
of Minnesota,and certifies tha all statements made on this application are complete,true and conect.
G
Signature of Applicant ` v�-�--- Date: �� d�
MPCA License No. � �� �
------------------------------------------------------------------------------------------------------------------------
Staff Review: Approval � Denial
Reviewer: �GC� -�,.r---- Date• �Cf- � - ��
Reason for Denial:
SEPTIC SYSTEM INFORMATION ,
STREET ADDRESS 3I/ � Sl�52�' �0�,
LOT BLOCK SUBDIVISION ��(� �
MONTH AND YEAR TESTING DONE T�;� 19�'
ITEMS ALREADY COMPLETED '' S i L� 1"`Q�C�S , 5� P�►n�
�
, �
NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT:
OBORINGS �
OPERC TESTS
SYSTEM DESIGN ,��, "� ���
SITE PLAN ���1)
O OTHER
OCOMMENTS ,w
DATE THIS SHEET FILED BY
SUBDIVISION FILE NO.
. SEPTIC SYSTEM APPROVAL
. - _�
��-� \\\ . � :
�' / � � \�\.,\ ' °�� �' e'��� �
i� O O '`,
, : 1�,,. ,� ; CITY of ORONO
' ,� r
� � fy ,�� ti �; Municipal Offices
ti�i
�\'� �� F ` �`� G ' Street Address: Mailin Address:
��� ESH g�� 2750 Kelley Parkway PA gBox 66
� $' O �
�_-� Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner �0 ny E�d e„ C o . Phone (Home) (Work)
Address��'r ` ' ° a�,5�5 S�sxX�''`�ity o�0�0 State Zip
Site Evaluator f�e��.c M���c� State License # tga� Phone# 3a0 -3`1�6-�7r�
Type of Establishment: Single Family � Multi Family
Commercial Garbage Disposal Yes�_ No �
No. Potential Bedrooms S Est. Gallons Per Day 750 ��� y � 6")
Wa�er Meter Required: Yes_ No X Soil Sizing Factor O. � 3 r
Perc Rates P-1 Ss.S� P-2 a3 P-3 �a P-4�� P-5 I� P-6 ly P-7 �d�^-�=ar 3 �
Restricting Layer Depth B-1 �.33 B-2 a.� B-3 a.�S B-4 i.33 B-5 i.33 B-6 I.�>
Type of Treatment System:
Standard_�_ Experimental Alternative
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 13 OU # of Tanks � Lift Tank Size I 0(�
Pump Brand GPM 46�6 Head 30
Treatment System:
Minimum (�ox 63�(ti5x�dS� Square Feet with inches of rock below pipe
Type of cover ni g Fabric�_ 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 DRAI�FIELD :�REAS 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: �C�C q��� '� �
Matt Bolterman, On-Site Systems Manager � Date
�
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
,Sussex Road _
—
� - -- � �1
'°� _- _ � - � 1
� �
—,�2� \ � I �
�l \ ,o.�— -� ! � °� ,�,
E ��? 92.8 , \ I �
W �o� 6\ � Be chmark: 'N
� w° � bed Se� � � Elev�tion=100.0 ` �j
� �20 f G 24.3 \, N �p �
9� /aQ���' � \ �
:� � Q Q�p�', / '
I `96� 98� '��� �
.. N � _ 1 �
� ;'� se� e�at� �96 �� �
�ZL~SZ ,
� 1 e
� 20t �� � N 9¢ \A A
�^ � \ S� �- \ \`����o� ` 50.4
.., I �
I 9Q � , ! ` ,.9 0o Fa so
� I to wetland ` �
� � �� ti0� proposed
� � ' `� 9��9� 9� \ t`� / deep well
�I 1300 allon � \
Q I pump�ank 30.1 / Design = 5 Bedrooms
2-1300 gallon � \ � / Rodc Quantlty 233f yr�rds
I septic tanks 88�
Sand Ouantity = 165t yds
�8� \ � Loamy Sand lauontlty = 15_t yds.
I LOT > � / Top Sor� Quontity = 90f yds
BLOCK ,2 84�
/ +Q�antltlea are approxlmate and do
not Indude waste
LEGEND /
• denofes well location
p denotes perc test location �
0 denotes soil boring /ocation
( 97*8 ) denotes proposed e/ev. Notes
97*a denotes existing e/ev. 1. Avoid compaction of mound area before, during and after
� denotes surface drainage constructt�.
2 V�Ify before construction that no wells are within 50 feet of
/ hereby certify thot this site p/an wos prepaied the propoaed or exiating saptic tank.
3. V�tfy before construction that no ahallow wells are within 100
by me or under my dlrect supervision. feet. or any deep wdls wtthin 50 feet of proposed treatment area.
E`�r� 4. All materials uaed for censtruction muat meet or exceed the
� �'yG�` M.P.C.A. Chapter 7080 requirementa
Bemie M�7/er D.R.P. 5. Divert aurface dralnage cwcy or around the aeptic area.
M. P. C. A. License 1921 6. All quantities, dimensions and elevatians given on this plan are
� approximate.
PROPER7�r LOCA7�oN PREP/1RED FOR:
525 Sueaex
�j(] � �ot � Saptic Systam Site Plan T 4n�E�kn�Co.
MILLER'S SEWAGE TREATMENT SOLU7lONS Circle. ,
eo� ��sTM srn� Ki�reu.�. �N � e�ock 2, Fox pq-�-E JOB N0. SCALE
(320) 398-2T14 ai (azo) zea-ma� Bend, orono, Lan�
Minnesota 8/OB/01 2001-�1 0 P IN.
•`p �
Sussex Road _
�
� _ _ _ � �
- - '�-__- -- �'C � � I
� �
—,02� ` � I �
�I 10.9� � I � \ ,�
E \��? `— 92.8 , I �
�I ro�k 63\ \ Be chmark: �N
� w° � bed Sej / �Qo Ele�tion=100.0 \ V
� 0 N
20 f 24.3 � \
98� \� / ��j,P� : � �
� / / �
--� Q��p�', ' � � �
I �96 �g � ��
� 8�,_ ` T
l/
� 1 '
�. N � ;�
; _
� "I se� .�.�¢� �s �� �
� I � � �Z e 6 f'�'� , �\
� 20t SB� � N 94 � \� � A��P 50.4
� � ��
�s I\ S� ����`Fa.Q+h
f : � �
� �q 50
I Q 75�+ � � ��4
� tO wetland \
proposed
� ' �9 � / deep well
� o I �� 9�`�9*� �\ -.�
c 1300 allon ��`''\
Q I p u m p�an k � �`•,, 30.1 / Design = 5 Bedrooms
2-1300 galfon � � / Rock quantity = 23.3t yr��ds
I septic tanks 88�
.� / Sand Ouantity = 165t yds.
"�-86� Loamy Sand Quantity = 15f yds.
I LOT 1 � / Top Soil Quantify = 90f yds.
BLOCK ,2 84�
/ �Quonfities are approximate and do
not Inc/ude wasfe
LEGEND /
� denotes well location
p denotes perc fest /ocation �
0 denotes soil boring /ocation
( 97*8 ) denotes proposed e/ev. Notes
97*8 denotes existing e/ev. 1. Avoid compaction of mound area before, during and after
-F- denotes surface drainage construction.
2. Verify before construction that no wel�s are within 50 feet of
l hereby ce�tify thot this site p/an was prepared the proposed or exiating aeptic tank.
3. Verify before construction that no ahallow wells are within 100
by me o� under my direct supervision. feet, or any deep welis within 50 feet of proposed treatment area.
�%����/t� 4. All materials uaed for construction must meet or exceed the
j �✓G�O` M.P.C.A. Chapter 7080 requirements.
Bemie Miller D.R.P. 5. Divert surface drainage away or around the septic area.
6. All quantities, dimensions and elevatians given on this plan are
M. P. C. A. License � 1921 approximate.
R n^�^ PROPERTY LOCATIqV $ept�C S stem Slte Plan P�ARm FOR:
11V/ILti �ti 525 Susaex
lJIJIJNJ NJ y Tony Elden Co.
MlLLERS SEWAGE TREATMENT SOLUTIONS Circle, Lot 1, 4100 B�rksMr�
9043 155TH STREET KIMBALL, MN 55353 Block 2, Fox DATE JOB N0. SCALE
(320) 398-2714 call (320) 293-0197 Bend, orono, L�n�
Minnesota 8/06/01 2001-91 7�60 Pylmoeth, 1N.
Mound Design Worksheet (For flows up to 1200 gpd)
All boxed rectangles must be entered,the rest will be calculafed. i� -- -� ---�------ -------- �--�-�---�-�---�-----i
A. FLOW { A l: Lshmaied Sevtiage Ilows in t,allo�;p�t�v� !
Estimated 750 gpd(see figure A-1) ' bedr�ooms � Uass� �n C�ass II � Qoss III f (�oss IU�
or measured � x 1.5(safety factor)= 0 9pa 1 �'JJ � �1� I ?9� � 6fJ�6
' I
B. SEPTIC TANK LIQUID VOLUMES ; � r �,�D I �J(1 � 218 � ctthe
! ,1 WU � 3'];i 25a � voiu�s �
Septic tank capacity 2-1300 gallons(see figure C-1) i �; � � „ '
: I;i�J � =1�J ��4 � in m� �
C. SOILS(Site evaluation data) j � � y�� � �'1' � '��� � `���•
� I���� � b-JO , 37J �,or ill �
1. Depth to restricting layer- 1.33 feet � �
; }} ? I�L�1 � L7;� l 40� cc�u�s�
2. Depth of percolation tests= inches �--��m�-.--.�.--��-•�mm�--�m��-�-p•�--�•���
3. Texture CLAY LOAM
4. Soil loading rate(see Figure D-33) 0.45 gpol ft2
Percolation rate 11.to 29 MPI
5. %Land Slope � % IJ:t�: :�b�orpitun 4�7d11�Sitin�7a61e
�q.�rn;,cinn?lafr� (.nad�ng ILaJo S
�*J'�� �ir�per `� �oill..�vturr � t. drn.ti � .�I;ti�xpi�:^n
��'�; �l'J��l' Iyltk��3 �cifieti tii�psllanw� �° k i i...,n � �' � � k«nn
. _ . . .__.+.,�I�I�_._...._�. . ..._. .._ .,�l �f-...:.o�.!...i..,.. ........_.....
I_,'_< <'�ili)2i�.?si I�dsr�i-:an5 � �iv�'�a1d � F:.di � t 0(7
i�11131�iC1'tl; �1'illll�l tFt1B::.'l''i(� � �(ti+� ��C.� 1�111 'dll�l � h} c um5,.nd �
i' ° �k'Ii�l1 41vi1?.�. � 1
{� � `� � �.��i. ��.. . � lii^�s,L.md ,
._.'l'(�Fif.`I�LS �.�1�;dC`s21 ��i. .,�1(iES'(Sln �I� I,'iili�t�. I n 5n^d � .E
. . �:f� �c. .._.4 S pa+1�'�.,o:i7R �.._.._ �i .._...}_. I..\"....
f
.. �' '!i n.tU d I n.�m � L:7 � .':00
i.i;I��1:55 �SI� ���: ���i:' .... ;5� 04.. t tiut . . .
' ...., � °rr.iln ; �>SIS � �4U
�:;I�•� � YJ'J 3 yl��� tiS.��tf� . � .Sll. ` . . . _..
�.: s{,m GO � inih�.E:e.�I.r.m�� �t a5. . �.. . y G 7
5 l;l'ri � ;;i ���.SU .... €�ilc, .:Lat=i cam
^, � { �..-l1�' � � �� ( r .I�a,�m
�..;'�ill''7 Iut1 .;�����-� � } ) _ . __ _-
!:i tn I?U �{ Slh(:)r ;}..'4 �OU
� � `,7rzde-�.�a� �
(:lati
._ _._ . _ .._..... ..t. ._....
..51c�a�:•rlhr.n..�_fY.� -. . . } . ..
t ? i
.>�cr.i Jcsi�•ac�i fm:tm::c xriix:i:�.�a ti•oU:.v ::�:�cllY
D. ROCK LAYER DIMENSIONS
1. Multiply average design flow(A}by 0.83 to obtain required area of rock layer:Item A x 0.83=
750 gpd x 0.83 ft"gpd= 630.0 ft
*WRIGHT COUNTY REQUIRES 450 S.F.OF ROCKBED FOR A THREE BEDROOM HOME
2. Determine rock layer width =0.83 ft Igpd x Linear Loading Rate(LLR)(see LLR chart)
0.83 ft Igpd X 12 = 10.0 ft
LLR Chart
PerkRate LLR �����
<120 MPI <=12 .�,.a�.,��. ��i�,���
>=120 MPI <=6 �������,
3. Length of rock layer=area divided by width=
630 ft I 10 feet= 63.0 feet
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock
630 X 1 ft= 630.0 ft3
2. Divide ft3 by 27 ft3(yd3 to get cubic yards
630.0 ft3 / 27 = 23.3 yd3
3. Multiply cubic yards by 1.4 to get weight of rock in tons;
23.3 yd3 X 1.4 ton/yd3 = 32.7 tons
F. ABSORPTION WIDTH
1. Abso tion width e uals absorption ratio(see Figure D-33)times rock layer width
2.67 x 10.0 ft = 27.0 ft
G. MOUND SLOPE WIDTH&LENGTH(Greaterthan 1%)
1. Downslope absorption width=absorption width minus rock layer width
27 ,, feet - 10 feet= 17 feet
2. Calculate mound size
UPSLOPE .
a.Determine depth of clean sand at upslope edge of rock layer=3 feet minus distance to restricting layer(C1)
3 ft - 1.33 ft= 1.67 feet
b.Mound height at the upslope edge of rock1ayer=depth of ciean sand for separation(G2a)
at upslope edge plus depth of rock layer(1 foot)to depth of cover(1 foot)
1.67 R+1ft+1 ft= 3.67 feet
c.Upslope berm multiplier based on land slo e(see 6gure D-34J
Select benn multiplier of 3.12
d.Upslope width=berm multiplier(G2c)times upslope mound height(G2b):
3.12 x 3.5 ft = 10.9 feet
I?-3�: S[..£)f'ls N6E1l;1'fP[.II?1i"1'hfii.Ii
� E.and 1't'Si.!)PI� �[)C)�i"titiF OPF �
Slu#rr multiplirrc fur�rrciou� ntai4}+IirF F�i�vuiaus
InS�_ stop�ratlas ciapa rat3as
3:1 lsi 5�t � u,;,,i__,a__7:E„ Sit_ �3:i.,,..._4�1.S:t........_...Uc6��n7:6.,,
0 3.iP 4.0 S.Ei uA 7.6 s.a 3.a 4.@ 5.tk G.4 ?.4
1 L4[ 3.$i �E.74 5.44 G.S•1 .'.4! 3.a4 i.t7 5.2l� 4,38 ?ad
2 �.$.? :i.,^•0 �i,5�i 5.3b 4.1•1 4.`JO 3..1? f�„35 5.�4+ U.b2 ti.C�4
J Y.:+3 3.57 �t3S S.Ek9 S.^'� ie.a5 3.:i4 6 rl aA8 ?..i2 BAtr
4 2.48 3:f:� 4.i' 4 6�1 5:Ifi U.06� 3.r9 i N.^!� G„2:� �,84 �D:r 2
5 LA t 333 4.0� i.42 S.E9 �.^6 3.,5.'1 S.f14i U.tr7 S.S:' IO.Tr
6 L.Sd 3.23 3.95 �kr1 t ^t,n3 .*i.1 i 3.Lh 5.2b 7.f•7 4,36 12.(Yl
7 2.48 3.E2 3.^0 i.23 �f.'4 i_{3 b.8fl 5.,�41 ?.G'1 10.3•I 73.'3
13 2:12 3.03 3.59 i.0'y 4.•i'X 4.A8 1.45 5.86 Ri.3] 11.5•1 Ir.9i
9 Y.3ti 2.9�1 3.15 3.�1f{ 4_1Q •t.65 4.6[ G.25 9.09 13.0�1 IN.92
10 L1t 2.9ti 33.i 1.75 �.62 M1.;l�t 429 b.ti: IOAO 15A6 21.33
11 ?,.Y4 2..'B 3.?.:s jbf ;<Y:i �.�b i.4M '.Zq ll.fl 1?.44 30.�.5
�x x.2� z.�u a.�z ►:�9 s.rw �t.�►b �r.c�q -.ti�► �xsct x1:u �s."s
DOWNSLOPE
e.Drop in elevation=rock layer width(D2)times percent landslope(C5)1100
10 ft x 7 % !100= 0.7 feet
f.Downslope mound height=depth of clean sand for slope difference(G2e)
at downslope rock edge plus the mound height at the upslope edge of rock layer(2b)
0.70 ft + 3.67 R= 4.4 feet
g.Downslope berm multiplier based on percent land slope(see Figure D-34) 5.56
h.Downslope width=downslope multiplier(G2g)times downslope mound height(G2fl
5.56 x 4.4 = 24.3 feet
i.Select greater of G1 and G2h as the downslope width 24.3 feet
j.Total mound width is the sum of upslope(G2d)width plus rock layer width(D2)plus downslope width(G2i)
10.9 ft+ 10.0 ft+ 24.3 ft= 45.2 feet
' k.Total mound length is the sum of upslope width(G2d)plus rock layer length(D3)
plus upslope width(G2d)
10.9 ft + 63.0 ft+ 10.9 ft= 84.8 ft
Final Dimensions 45.2 ft x 84.8 ft
LAYOUT
1. Select an appropriate scale;one inch= 50 feet
2. Show pertinent property boundanes,rights-of-way,easements
3. Show location of house,garage,driveway,and all other improvements,existing or proposed.
4. Show location and layout of sewage treatment
I hereby certify that I have completed this work in accordance with all applicable ordinances,rules and laws
�� (signature) ��� (license#) ��� (date)
CITY OF ORONO
S�PTIC PERMIT P AN REVIEW
'iN�3P�CTOR �►,�a /�ti_
AATE 9'�ti�o I pERMIT NO,_,,,,.,,_,,,_,.�,
APPROVEp qS SCBM[TTED
APPROV�p WITH CORRF.CTlON$A3 Np'J�
1�10?'APPROYEp-CORRECT&RESUBMlT
'nee�eeir+siau�att tor your informatiort. Att work shall be AwN
���Pl�+�ae�vhlt�U�ppllcabJe�eptio and zoniag cucb.
�S9MManant�ipctudi�hea�s aot e�►ocificdly nooa[fa Wia tavblR
+c+a�rnw�trw�r�rro�r�sr,�.ruras
� ' PRESSURE DISTRIBUTION SYSTEM - Trenches
.:.<-.,�...s�i.-a.,ti�a�
x *t t rt', r,s-"v_r r.�rr.�3nt�:T�:t�.[���
�(_l�u_ � . 1��.! ��.. y ,iai.� . n- .�LJ�_�
All boxed rectangles must be entered,the rest will be calculated. �,��Q,r,,,•k
t•erl` u.vK?/It•"-liq••
. f'c:�'I'.`:F..�a'�ity,i.R._3.
1. Select number of perforated laterals: �
. __........._.____.___....._...�_..--
2. Select perforation spacing= �ft �E4;'NknkiiunoliciwdalenurtdxKuf 1/4-hcttpF!ricxotas
� pr„W knrd b pucsardao<l04L cAsctxxge vtu{nik�n
�..____....__..___.__.__.-�. ___._..
3. Since perforations should not be placed closer that 1 foot to j"$`��;°,,�
the ed e of the rock la er see diag�am),subtract 2 feet from {__.__c����____t��_f� i ����x�,_���.s��,�:�, 2.0��.;►, .
9 Y ( ,
the rock la er len th ; zs g ,n ,e 28
63 -2ft= 61 ft i so � e � i3 _ n aa
rock layer length � ` a� 7 ,? ,s z
� so � a tC �a ..z
• �__�_._____.L.__.._ _______��.��..--
4 Detennine the number of spaces between pertorations.
Divide the length(3)by perforation spacing (2)and round down to nearest whole number.
Perforation spacing= 61 ft/ 3 ft= 20 spaces
5. Number of perforations is equal to one plus the number of pertoration spaces(4).
'Check figure E-4 to assure the number of pe►forations per latera!guaranfees
< 10%discha�ye variation.
20 spaces+ 1 = 21 perforations/lateral
6. A.Total number of perforations=pertorations per Iateral(5)times number of laterals(1).
21 perts/lat x 3 laterals= 63 perforations
�-b: Perlornlipr�Qlsc�tga En Ut�
B. Calculate the square footage per perforation. �"� p�rforatiosi diameler
Should be 6-10 sqft/perf. Does not apply to at-grades. ir�ches
1. Rock bed area=rock width(ft)x rock length(ft) �f�Q j �! 3,'�6 71�2 �14
1 o ft x 63 ft= 630 ft2 �.p�+ p.�8 e.a2 0.5� 0.�4
2. Square foot per perforation= Rock Bed Area/number of perfs(6)
630.0 ft/ 63 perfs = 10.0 ft/perf 2��b ��26 Q•5Q Q.&0 j.04
5.0 �.dl Q.94 i.2G 1.65
7. Determine required flow rate by multiplying the total number -�„5.;,.;::,�,._,,«;�;,,;,;•=-��,r�����._f��•�.
of perforations(6A)by flow per ertorations(see figure E-6) °' `�.�f`.'''; , �s-•.
,,s � r��;,,
63 perfs x 0.74 gpm/perfs= 46.6 gpm
8. If laterals are connected to header pipe as shown ', ,,.
in Figure E-1,to select minimum required lateral !��,
diameter,enter figure E-4 with perforation spacing(2)and � " ''•
, ._�.
number of perforations per lateral(5). I '�" '
. _.. ,.. _.., �
I figwo E-�1:.ManHdd Loeatod at End of BVsfam �
__.._ .___- ._ ._._.___ _...---- ._._._ .. _.........._.___.�I
Select minimum diameter for perforated laterals= Dinches �
_....__ _--.__ _.._-- --._.- --- .._.�_
9. If pertorated lateral system is attached to manifold pipe Fleure E 2 ManHofd LaocteC + fi�
�n 1Re CenMr d Me Sylem . .�
near the center, like Figure E-2, perforated lateral length(3) ` �`
and number of perforations per lateral(5)will be approximately 1 '
��,
one half of that in step 8. Using these values, select - � :;'�,_ ,;,:;.
minimum diameter for pertorated lateral= 1.25 inches. •
�
I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws.
(signature) �(�icense#) �lG 6�(date)
� � � PUMP SELECTION PROCEDURE
All boxed rectangles must be entered,the resf will be calculated.
1. Determine pump capacity:
A. Gravity Distributlon
1.Minimum required discharge is 10 gpm
2.Maximum suggested discharge is 45 gpm
For other establishmeet�at least 10%greater than the water
supply rate,but no faster than the rate at which effluent will flow
out of the disUibution devioe.
B. Pressure Distribution-see pressure design worksheet ��+�t�eat.T�e�,r;ys+e�n
d�poin�of dischorge
Selected Pump Capacily: 46.6 gpm ������'�e
fe��c,�t!,
. �'�, 2A.e�evatlon
iniel_.,,s..�--'= U�fferenCe
2. Determine head requirements: �,��7e� �� ;;
�.
A. Elevation difference between pump and point of discharge. �;
�: _ .._
19 feet � ,_.
g, Special head requirement?(See Figure-Special Head Requirements)
Ofeet Special Head Requirements
Graviry Distribution Oft
C. Friction loss P�essure Distribution 5ft
1. Select pipe diameter �2 in
2. Enter Figure E-9 with gpm(1A or B)and pipe diameter(C1) _ ..
Read fridion loss in feet er 100 feet from Figure E-9 �'Qµ����'��s iti PI�Stie Pf�
Friction loss= 3.28 ftl 100 ft of pipe P�r���`��
rx�rrrinncyi
F�lpc�[icvrtelel
3.Determine total pipe length from pump discharge to soil system discharge point.���w rat� 1.5" 2' 3'
EsUmate by adding 25 peroent to pipe length for fitting loss. ��r--�H---���--.�---�--.° '
E uivalent i e length times 1.25=total pipe length �2� �'47 Q'�� Q'��
145 ft x 1.25= 181.25 feet �`� �.7�'+ 1.11 ' 0.16
�0 5.2; 1.55 0.23 �
4.Calculate total friction loss by multipiying friction loss(C2) �� �.`?4 2.R6 Q.30
d0 8.91 �.6A: Q:34
by the equivalent pipe length(C3)and divide by 100. �� 11.Q? 3,28 0.48
FL= 3.28 fU100ft X 182 ft / 100= 6.0 feet
5d 13.Ab 3,44 0.56
D. Total head requirement is the sum of elevation difference(A),special �5 A,76 Q.70
head requirements(B),and total friction loss(C4}. 40 5.60 0.8?.
�g {� + 5 ft + 6.0 ft �� 6•48 4.4b
7Q 7.4� i.Q�
Total Head: 30.0 feet
3. Pump Selection
1.A pump must be selected to deliver at least 46.6 gpm(1A or B)
with at least 30.0 feet of total head(2D).
I hereby certify that I have completed this work in acoordance with all applicable ordinances,rules and laws.
(signature) �2� (license#) �Y���(date)
, • DOSING CHAMBER SIZING
All boxed rectangles must be entered,the rest wil!be calculated. Width
'1000 gallon darwin precast
1. Determine area
� A. Rectangle area=L x W
� ft x �ft = 0 ft2 Length
B. Circle area=3:'l4�C radiusz
3.14 x 2ft = 0.0 ft
C. Get area irom manufacture ft2 Radiu
2. Caiculate gallons per inch
There are 7.5 gallons per cubic foot of volume,therefore multiply the area(1A,B or C)
times the conversion factor and divide by 12 inches per foot to calculate gallon per inch.
Surfac�area x 7.5 I 12= 0 fl� x 7.5 I 12iNft = 25 gallon per inch Legal Tank:
'Assumed 25 gaflons per inch � 500 g8110t1S 0�
3. Calculate total tank volume 100%the daily flow
A Depth from bottom of inlet pipe to tank bottom = 52 in or Altemating Pumps
B. Total tank volume=depth from bottom of inlet pipe to tank botlom{3A)x ga�n(2) {�p:�i:-�%;,,;a,,�s�ii���c��o«iiw 4��
= 52 in x 25 gaUn = 1300.0 gallons � � -�
�.,�„��.a__ .._.�
� cearoo�a � c�s i aa�:ri aaes�u aas:�v
2 I �DO 225 !BU 60�G
4. Calculate gallons to cover pump(with 2-3 inches of water covering pump) � ��o �au s�e af the
(Pump and block hei ht+2 inches)x gallon per inch 4 t�� �'' 2s' "°a,�s
5 75U AS(1 ia4 in the
( 16 + 2 in) x 25 g�n = 450.0 gallons � �u� �25 � 3s2 ;���.
� 7 IC£�D 60U � 37U 9.o:ql
� 8 12W h75 4U9 cctuTrn.
5. Calculate total pumpout volume � �-
A. Select ump size for 45 doses per day. Gallon per dose=gpd(see Figure A-1)l doses per day=
750 gpd / �5 doses/day = 150 gallons
B. Calculate drainback
1. Determine total pipe length 145.0 ft �
2. Determine liquid volume of pipe, gal/ft(see 6gure E-20)
3. Drainback quantity= 145.0 ft(581) x 0.17 gaUft(5B2) 24.7 v �`'-�� v"�uo�c��f l.i uid in Pi�e
C. Total pump out volume=dose volume(5A)+drainback(5B3) � I'ipr Diameter Gallons per(oot
1. s
150 gallons+ 24.7 gallons= 174.7 i t � U.O�tS
1.25 0.078
! I.� 0.11
6. Calculate float separation distance(using total pumpout volume) ; 2 p.�7
Total pumpout volume(5C)I galfinch(2) � 2.5 U.25
174.7 gal ! 25 ga�n = 7.0 inch � � �'��
4 O.n6
7. Calculate volume for alarm(typically 2-3 inches •
Alarm depth(inch) x gallonfinch(2) _ �in x 25 galfin = 75 gal
8. Calculate total gallons=gallons over pump(4)+gallons pumpout(5C)+gallons alarm(7)
450.0 gal + 174.7 gal + 75 gal = 699.7 gal
9. Total tank depth=total gaUons(8)/gallo�n(2) T�-�-�-:�.RY���,--. .¢���
:<<..«:<<.,�_<<:.,...,
;;a..., -, __,::
699.7 gallons! 25 galfin = 28.0 .-., -�� � � i,�
.:
,..�:.;� .. ,,. .. ..._. .
,.. ,,.
.� _�_ �:�•.,,��:,...,.
' �!rn�.n
Recommended -- _ _ -�-+;� � _ r�r,�.-:+
�F:y.,�� a�rn. ,
Calculate reserve capacity(75°h of the daily flow) F� . . �i: F�rrn :�n
Dail flow x 0.75 = 750 x0.75= 562.5 allons �[;I . �=�1_���>�'��.:.t i:� =.�:>r�rr,_i
_•nn�..�.- i€s
��4�. �s�l...
�c•FutSSi3.Lil:LiSi.lw�6wFGi.C{.CGF F.
I hereby ce 'fy that I ha e com leted this work in accordance with all applicable ordinances,rules and laws
(signature) �� (license#) a�/�"d�(date)
r------------------------------------------------------------------------------------------ �
I �
I �
I �
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� I
� I
� I
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; HYDRAULIC PROFILE :; ;
, �
, �
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I ----'- - -_ _-_-_-_-_-_ I
I ----- -- -'-----'--------------- I
� - - - -_-_-_-_-"---�------------- I
. .. .. .. .. .. ..
� 91.Ot � - - - - -_- i
� 1:�00 9ellon 1ti00 gepon � �� I
� Septk Tank 8eptic Tenk � Line is to be laid to provide drain—back �
� after pump shuts off �
I �
� I
• � 84.Ot �
I �
I �
I �
I �
� I.
� N�TE� I
� Elevations are approximate and may need to be i
� adjusted in the field. j
� �
� �
� �
� �
� �
� �
� �
� �
� �
� �
� �
L------------------------------------------------------------------------------------------.J
REOWOOD, CED OR
WATER TIGHT & LOCKABLE ELECTRiC BOX TREATED POST�4 x 4 min) �
PLUGS OR ELECTRlC CONNECTiONS � �-INSIDE gpX�C CONNECTIONS MADE
2" Pvc coNDU(T SCHEDULE 80
MANHa�E cOVER CHAINEO & LOCKEO 6"SPACE SETT�EMPEONWTER coRo FOR
SEQLED MANHOLE RtNGS � �
FINAL GRADE .�
- AT LEAST 12" '
��� BELOW GRADE
���� G���o� � W1RE FROM POWER SUPPLY
. .. ..:� PIPE fS LAI� ON A UNI�ORM SLOPE FROM
Ei . �OR PROP�R ORA1 BACK �L TREATMENT AREA
. .- .
SEALED TANK COVER IF PIPE AT TANK MUST BE LOWER THAN
UNION, TO .GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHA1N A �/4 INCH WEEP HOLE MUST BE USED
WITH ANCHOR
aLARM FLOAT ON SEPARATE WEEP HOLE
ELECTR I CAL CI RCU I T
� NOTES� ELECTRICAL WIRE FROM POWER SUPPLY
' � MUST I�OT RUN OVER ANY TAIVKS BUT
- � STAR'T �y��� 1,�- — MUST BE LAID BESIDE OTHER TANKS
/75 GG11a�s �er 3"� `� AND N�1ST 9E PLACED IN �CONOUIT
CyGle se� G� 3�Cyc�as PQ� day ALONG POST
� SHUT-OFF LEVEI�Q _ _ _ EI.ECTRICAL CORDS FROM PUMP aND
; FLOATS MUST BE RUN THROUGH
CONDUfT. W1RES CANNOT NAVE GROUNC
� PUt�IP CONTROL FLOAT CONTACT.
��� °
;3
.
Figure F-8
' i -,
. � (_.�1YE_R OF- GEOTE._Xl 11 F_ L(�/1MY `;/1NO CAf'
Fnf3F1iC \ f�t.�zr oi,n i [. u I_A11�RA�
GRASS COVER -- ,, 6 WCH�S
�
CLEAN SAND FILL---� '�.-----� � , ---�- �'` ��� TOPSOIL
'�� �
MAX I MUM SLOPE `:, - 'y�°:� '-"r� ��� "�
_-� �a
3 TO I ��/ �`L•`- �'s � =�
�<��` ����,� �-__
�–�._—�..�'-�v'-`�„��_ ._-._, , ..\�–.�.. _,_ _--�--`-�- --,�,.-��..,7 --�-�-.
TOPSOIL � CLEAN f�OCK
PLOWED OR 3�4 T4 2 '/z INCHES
��---- D�SKED SURFACE ••��;: �•• __� % SLOPE
��������;., SUBSOIL ����, --------
CR�SS SECTION A -- A
PIPE FROM
� PUtvtPING CHAMBER
, ��\ \ � i � i � ' ' 1 ,
� �
+ � '' ' � � �% ;
_ �Y 11 � , I � � �
-- D Q �'�,
\ � - - -
I � � �
� i � � 11
PERFORATED I -
LATERALS i ; ; - �'..
� � �
� � �
� �
, � �
� ' � .
i ' � p
I � ' � I .
i � �
� , �
BED AREA-� I � � � � .
6�0 �' � ;---- � ---�� � , w :-
I � � � � J .—
, �
� , � � � o
, , �-
I ; w ' W � I m • A
� _ �
- - Ii V i V � I _ �
� Z ' Z i
20 � � o � o ; �_ 20
INCHES I � v'�� '� INCHES _
� , ,
_ I � � � �
, � �
, � �
� �
2`��3 ��'-� ' - '-I :
D�KE� -�---�-•'O FEET- �- D�KE -
lD��j .
TOTAL W IOTH
�s�Z \ �
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I I ' ' I I I 1 1 ` 1` 1 1 ' �
I ' I
, /' �f ' ! I � I I I I
PLAN VIEW
i �
: sJu�o�a su�orl�an : �j�� pr�v :t�►/�sq�
'"""'�V 64rav9 �4' ir+Msarad!p!V ' �V ��O +t� ��JWV
y1�01a J�l! �lo� +'R�P 10 l+rll M,� i�P�qD
���• /� aUitJ�I/ Z G �,I�P�IIo//
'"'�e�'4�f/6�r�v4 Z!' �++ru�w�al jo/V '"'�'N�/ 6yr�v9' �! ���aYll
�6i�avrT�/e s�a�,Dy """'� �q,q��o ,w�nvy -----
�1D�!� J�1! "'""�JQ ��(d `rA�� >>41 � J�
r a�"p°� ar�r 6aj°w°�+ = �N9�V ���► ��IICS'
7�► �1a �+�'9�� %�!! �To �Q�9!o P�3
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I A C� �l ('� C� bus. (-32[J).�qf�-271�
U� � U aell (�2C�)29�-0/�l7
LOGS OF SOIL BQR/NGS
A�1h,r's .�ewa�c Ti�i�nf .�o�fuf�o,�s �..
��or;o.� o� p�o;��� �ny �c�c� L o f / !31� 2 .-��b �
� oore 7-2 K �
Borings mode by ��17�l�\�'���
C/ossificotion Sysfem s;.<�AASHO : USDA-SCS��• Unified___ : of/�e�
Auger used (check fwoJ : Hond�, or Powe,r : Flight . o� Bucket��• olhe�
Oeplh Bo�ing number � Deplh Qv�ing numbe�_ L�
�n Su�foca e%voti�n
faef feet Su�foce e%volion
O Munse// Cho�t ' Munse// Cho�t
Io��► [0'�3�Z � (U
�i'� loz.� Y���
� `- C(aY (o z� ���� S� � i 5�,
2z� �t 2�� � ;y� G/e ��y� Y s�3
Z L�A 2 --i C (a Y I o Z �.�, Z-s�/s!Z
C��y �t.�w► 2.sY s� � - �
.3 — ��SYR�l� i-��l�to I�LS �. ^ w 7.5 y2 6/B �01i�s
Cnct e�
4 -- � ,
5 — 5 �
6 -- 6 —. .
7—' 7—
8 — g ._
£nd of baing ot ��_ feet. End of boriny ol �`� fee1.
Stonding woter to,b/e : Sfanding wofer ta6/e :
P�sent at feet of depth, P�esent ot tiset ot depth,
ho�rs vfte� boring. hours ofler bcrmg.
Nof present m bariny ho/a.,�. Not p�sent �h boring hde,�.
Molt/ed soi/ : Motl/ed soA :
Observrd ot� feet of deoth. �servad al�� fee� of deplh.
No� p�esent in boriny hv/e Not presenl fn baring ho%
Observv�ions ond canmenls : Ahserwtions ond comments :
� � � � �I
bvs. (��c7)39F3-2714
��� �„I� �� cell (�2C��293-O/q7
. L OGS OF SO/L BQR/NC3S
A�ler's �ewa�c Tr�i�rnenf �o�h�lians
L ocotion or P�ojecl� /OKY �(U Q/t �,�'�'/� �jy?_--��c�� Dole �"-2 K'� l
Borings mode by eP�l� � � I,Q f
C/ossificolion Syslem;.:, AASHO : USDA-SCS�[�• Uni�ed : ol'her
Auger used (check lwo� : Hond�, or Power : F/ight . o� Bucket�_,• olhc�
Oep�h Bo�ing number___ Depth Bo�inq numbe� _ (�
�n Su�foca e%►�oti�n
fcef ��e f Su�face e%volron
O Munse// Chor� Munse// Cho�t
'��,n� S z,�•c� �
y loa �� t nY/�3/3 ��� Sa.� lozw �o�2�z.
� �, � ____,
f S �3' �u�3�3
Z��
w SJ2 r�o � 3�s Zo'
2 32„ 5l Z v�c � i oY�. s/�( 2 —� slz �H4S �vy/Z3/3
.� — �°z'"� S!'2 v� t�t2e s �"`�2 s y � 3� s j2 � �oY2 4�3
. �� C'�d
4 -- 4 .�
5 -- 5 �
6 — 6 .`
7— 7 —
$ _" 8 ---
£nd of bvring ot ��V feel. En4 of boriny ot �°� feef.
Slonding wofer lob/e : Stondiny woter taob/e :
Pr�sent ot feel of deptA, P�esent ot �et of deplh,
ho�rs ofter borrng. _�_ hours ofl'tr boring.
Not ,oriesrnt m bavyn9 ho/a�. Not presenl �h boring hde,�,.
Mott/ed sof/ : Mott/e0 so�' : /��7
Observrd at ��3 feet of depth. Ahser►vd at ��0/ feet of deplh.
Nvt pres�nt i� bo�ing ho% Not prasenl fn bas-ing ho%
Obse�wlions and canments : OGserwlions ond comments :
� � � « �
bvs. (320)�p8-27/4
�B�i ���o��q3-orq� p,�RCOL�I T/ON TEST S�::
1'1�''s Sewa�e Tredhr�nt Sofufiions �
.�-, f
Tt�t na�r Aociot�bv� : �dh�.+�L:.�i�l. �a� �� �.,_-l�Z ��' ��
QleplA of Aar 4otlan : �Z- ,h�llss I',b�Ai Ma . `
afanivtr ot Il�av : 6 4 Ird� alvt� �st haAs wa*p�ow+�d: �7,Z�f—o �
''rc„
� So!!' Dota finm test ho%
af�fY�, I�dle.t aa! taxlunt +��'�
d^ 8 �� � ��'/'/z ��y
- �2 . �52�9.0 fo-�. 2_sY S/Y
___._�._
/If�fllod bf�aroldlh� ariobwa0': Mvb �r,/lb noA�9 q�iti of pe�o aef� 9►ara✓ii Ooltar� o/IMO�b : _..Z.. /� I
lJbh��and haur of�,llMd .ntar �g : �.D I B:L! D�tA of A�idlhta► �tr�: .1Z adoar AaAr Oa
,tNlAad as�a► M maiiolai> >?'of w+ar�wr�bpM ii Aab rbr � hau�s : �wtamotdc a�a�
PemAA?t�bn lesl Can�ol�cled Oy: ,��r►fAe ,IN�er Plerrabli6n tlsl stb7eid o1 2���P/ (ar�
Ak�n►�» +rotwr dlpl/i � /raVls bOt�bv» afinhQ le�tt : ,,,,�_ i7t/rIs Dbte : 7�Z�i a�i,
w,a r£R wA rER
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= 09 PLUMBING RI 2 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
Z OWNER/CONTRACTOR TO MEET YO . YES_NO
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V BEFORECOVERING PERMANENT
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INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952) 249-4600
OwnerlConU or on site:
Inspector.
White Copyllnspector's File Canary CopylSfte Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N TIC SCHEDULED �-�`dZ- ��'•��'
PERMIT N0. �y COMPLETED '1`�Z- i��—
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Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 PTIC INSTALL. 22 FOLLOW-UP
i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUM8ING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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PERMANENT
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INSPECTOR WILL REfURN
❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call forthe next inspection 24 hours in advance. (952) 249-4600
Owner/Contractor on site:
Inspector. ��
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION�TICE • SCHEDULED
PERMIT N0. 'f� �'� � COMPLETED � �Z �
ADDRESS 5 S uSS� C,._;C C.1
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Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPL.ACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE SEPTIC 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 FINAL 36 FOUNDATION/REMOVAL
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V BEFOflE COVERING PERMANENT
❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN
INSPECTOR WILL RETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. (g52) 249-4600
OwnedCorylr,�ctor on site:
V ��.
Inspector.
White Copyllnspector's File Canary CopylSite Nodce