HomeMy WebLinkAbout2002-P05431 - new septic system � � PERMIT
CITY OF ORONO Permit Number:
2750 Kelley Parkway - PO Box 66 Pos43i
Crystal Bay, Minnesota 55323 Permit Type: sepci�
(952) 249-4600 Date Issued: s�s�2oo2
SITE ADDRESS: 2690 Deer Run Tr E
L.ong Lake,MN 55356
P I D: 04-117-23-13-0011
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Pernut Type: Septic Pernut Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate pernuts required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: Hayes& Sons Exc. Inc. OWNER: John Stern
263 82nd Street S.E. 2690 Deer Run Tr E
Montrose,MN 55303 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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AYPLICANT PERMITEE SIGNATURE ISSUED BY S[GNATURE
Copies: 1-File(SiQnitures Required), 1-Applicant, 1-Monthlv Reoorts, 1-Assessin�, 1-Finance Page 1
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CITY OF ORONO SEPTIC SYSTEM PERMIT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, Mn 55323
JOB SITE ADDRESS � Cv / � ��-�2✓ Z��.. �R�4+ �- ��S�
Occupancy Type: Residential °� Commercial Other
Pei•mit Type: New or 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: �v�� 5���• Phone Number:
Mailing Address: City: Zip:
Contractor's Name: H���-s �F 5�.� Phone Number: 7�,s y�5 -r��z��IL-C�`�`S-4SS�
Mailing Address: Lc,s �z=' S; . 5. � . City:i�►�v,..c,-�� Zip: s�3�,3
*** DO NOT NIAII, PAYMENT"'ITH 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(Ml'CA) 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 holdin�NIPCAInstallers License shall be present during all inspections. A 24-hour
notice is required for all inspections.
f , ,
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks and check all appropriate
boxes.
� �4 1. I have received a copy of the system design including the City of Orono Septic
System Approval Cover Sheet.
� 2. I will be installin�the following:
A. Tanks: ✓ Precast Concrete Other Manufacturer
Tank Capacities: 1) � ocu gal. 2) pt; gal 3) j3�, gal
B. Pump Station (if required)
Pump make& model �a��t c.Q ��o� (attach pump curve&
literature); system design requires y y gpm at Z Z_ feet of head.
High water alarm make& model �,,��c,f,.,., . 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�c� ' x 6 Z:
Drop Boxes Sand bed dimensions�c�' x `3 Z ' Avz -
Distribution Box Pressure Dist. Pipe Diam. j '�i "
Manifold Pipe Diam. Z— "
D. Final Cover/Topsoil to be: ✓borrowed from site f�����r"`��
(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 that all statements made on this application are complete,true and correct.
Signature of Applicant �—' Date: �� � �� Z.-
MPCA License No._ �D �Q
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Staff Review: Approval �\ Denial
i
Reviewer: " �'�C�� '?���--� Date• �1 � � —��
Reason for DeniaL•
, � � � SEPTIC SYSTEM APPROVAL
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C ITY of ORONO
�, �ti Municipal Offices
�.� .�G Street Address: Mailing Address:
9$'EggO�' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner .��%�� 5 r e� r� Phone (Home) (Work)
Address ��`��� Q ee� R�� `(r. L. City o r��� State ���.; Zip
Site Evaluator 5��,;t s�l,�,,..,��5 State License # 6�.� Phone# ��� 't��� - 3 5��=
Type of Establishment: Single Family � Multi Family
Commercial Est. Gallons Per Day �S U
No. Potential Bedrooms S Slope: S "�O
Depth of Sand: Upslope: t.3" Downslope: �.`3 � Soil Sizing Factor d. ��
Perc Rates P-1 ti.3 P-2 ti,� P-3 i i P-4 io P-5 P-6 P-7
Restricting Layer Depth B-1 �,��'' B-2 ?c�" B-3 d3'� B-4 3_`:�� B-5�`+" B-6 ����
Type of Treatment System:
Standard X 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 1�ank Size ��5� � ��oo # of Tanks a Lift Tank Size i a S U
Pump Brand GPM �-1'-I Head �:�
Treatment System:
Minimum Square Feet with `� inches of rock below pipe
Mound Bed I o x E� Mound Treatment Area (���� �x �'1) � (���� n i o����
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 contractar 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 llRAINFIELD 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:
X U����c�C� c�Cr ��-�� 1`� hC w .�-A .�� �0 �Cc{- �J� '�u �.II SD ,�S ,�- Ccr,,.�a��,� So.�,
(�eaC� S '�a . � S ,\ 2 _ �Cc� �CCoc.. Cc �CZ- � �he .
� �C ��.Z S� � ��{ p �. 1b�-•f+� tc�•. T�i(�+� �n � .
By: ��c� l�����-t�-�,�Y,��,� �-�1 - D��•
Matt Bolterman, On-Site Systems Manager Date
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
�=P TESTING! �NC. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michaef, MN 55376 • (612) 497-3566
FAX (612)-497-5011
State License #394
CIT�'OF+()RONQ
November 25, 2000 �E�����T��L/�N A�Wt�t
INSPECTt?it � -��„� ,�,�.w�.
DATRs�P�RMIT AIO�.
�rrkoven�su�urrr�o
�AlPWOVBD NITI'fi COARFCTIdI�/k�M�
� +A�R�tJBMI�`
���wlbcl��Ml�ABN�siWf�►�!
John Stem �aa��,�,u.��,,,,�,,,,,���
2690 Deer Run Trail E. �9�+�+�a��w�nora�a�ad�,�,,�,,,
Orono, Henn. Co., MN
�ceat���!'i����,TtM�
This on-site sewage treatment system is designed for a Type 1, five bedroom home, in
accordance with the Minnesota Pollution Control Agency Chapter 7080 and locat
ordinances.
The soils on this site are SCS soils mapped - LrB Lester loam. The seasonally
saturated soils were located at 20" to 30" (redox features). Due to the seasonally
saturated soils, a Pressurized Mound System will need to be installed to treat septic
effluent. The bottom of the rock must be located at least 3' above the saturated soils.
This site has been disturbed near the proposed treatment area. Approval or a variance
will be needed for the toe of the mound to be 10' from the property line and the rock bed
25' from the property line. The compacted soils will be at the downslope toe of the
northeast comer of the mound.
The soils at a depth of 12" have a percoiation rate of 10.0 mpi_
A pumping chamber wilt 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 enc{osure. A waming device must be installed with a light
and sound device, this is in case of a pump fai{ure.
�!S S'YStEiVI G��ESI6i��'
�Sf DR00M3. II��Eli���
BEfl�N�q111�#t�ES TW��1.
1
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shalt have their ends capped. Be sure the rock and sand fiil
material are clean. The sod layer below the entire mounded area must be tumed over,
just break up the sod, be sure not to ove�work.
All neighboring wells are Iocated greater than 100' away from the proposed treatment
area.
Keep al{ 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 wili need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
With proper insta!lation and maintenance, this system should have no problem in
treating septic effluent effective{y.
Nothing other than human waste, toiiet 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 & shower cleaners used every shower 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.
��. �, ��' t
Steven B. Schirmers
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SET- BACKS l 1 � I !o` _� %a
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HOUSE Sysiem must be�
Tank ��� from property lines x - SF-l"'<<d'-� �}}5��-- w����--,
-i���-�;i?��" �,� �� >,"' �'� ' from wells
�nl�L� - 0�1--� '� from bidgs. �L���-�,�.
-t'�N„ Treatment area =�fran lokes , � streams
Treotment orea ?�� from properfy lines NOTE� Power supply and switches must be locoted in a
M�N�{o�S m.�n ►�" L�from we!Is��'�o"`�' w�ther proof encbsur2 outside the pumping chomber and manhole
:� C.acrF,cc... -z_� from bidgs.
`` ' %�'from trees � � SOIL BORIhG EI.EVATIONS
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�omin. ' ' . . � � TH�1 EL.- `��. s��" c�-_>>_.y
� a ,�d,o.su I �- o TH.�2 FL.- a�•"{
' •� I / grade.�_ /o
TanR � ?ank 1 `�S TH"3 EL.-.�3:�
Drop to Tank �a��� PRESSURE DISTRIBUTION MOUND SYSTEM
��� I i����.� L�-K^�- 1�����v��. TH"4 EL:1�.
I�in. I"io 8� �-Pumping ���>�`5 EL-���b
Mox.l��to4� � ���P -t'���5 Sl��0.��ovJ E�EVA710V ol PROrOSED PI,�MPING
Chomber ia5c��..A1.
4�1o6��dia.pipe ` CHA�'�BER- �y.0���,>,`��•'„�-���3•0
- �:�v,��Y,,,-, .-�� c�� �;��� - ro �.o
SYSTEM DESIGN -MOUND �_ ��-,�`�� -` `'"�'`` `�a,�
TYPE-�, � BEDROOM , Ave�age percolation rate ��� min./inch (design.83sq.ft treotment area pergal, of daily sewage flow)
� J gal./doy x.83sq.ft/gaL ���� sq.ft.of ireatment area +16°��--- sq.fi. (.= IOft.width=��ft.length of bed area+side slope run..�to l x '_`=heigh�= ��=' ft.x � ' ft,lawn-area needed) F- ':.
Ciean rock needed- ��-�_ sq.ft,treatment area x �'-��depihof rock='��cu.ft=27=.�`�.cu.yds,(3/4�to 2I/��dia. ,includes 2��of rock above pipe) xa�ti.. Sr��.�,� ���j- �- ��
���� Clean sand fill below rock needed a cu.yds. opprox. , sandy loam back fill��cu.yds.approx., topsoil 6�� `�` cu.yd._R�c-o1-'1M'�NQ �o Rvo_ ti o°�o -f� -foQso�L `�S G�.�{q s
W ASFF��O - �. l�."Loos�F1LL.= fo" Flt-1_1�'L..�
_ _ _ _ _ . _
Number of tanks required s�_, Ist tank gol. ,2nd tankLs2�gal.minm�ms �u s P�1 m P►N�.� �--H-Am pE R-- �
Pumping chamber capacity- 25°/a of daily sewage fbw of '� � gal.=��_gal.+reserve storage of 15 Og�1/B�� � gal.+pipe back drau�age— ^ � �� .,. , .
_ w PROPERTY C� � � --
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of�goi./IOOlin.ft.of= dio. supply pipe, lin.ft.needed �, a�� gai+manrfo!d ��gal./IOOIiRft of?. dia,pipe,In.ftneeded� , �- gol. ���_�r .v.�-� ��_ .�-��, � ti',�', , �-.
, total capacity needed �'�� gal.(plus area for pumP) us� rn,n. !�!�� 9a1.caP. J "'��;-�. � ;��^; ���, . \�'r �:�,'
_ � Distribution pipe �L�dia. , �_lin.ft., ��_Ydia. perforations���aparf
Pump s¢e !�� hp. (pumpable capacity��gol. 4cycles/day) �.�s�� ��-� � ►-��f�o P���s J��sc����� '-�`� ao,1_�i,-„n S—P TES�T/NG lla/C.
Nofe � When coru�rucling bed � , this areo shou�d be shaped Note= Distonce irom treahnent oreo to ne�ghborinq wells— � peSigne� 9y� - - �'"�- �''
10 divert run-off from entering treolment areo. �'• ` r �- "� r �` � � .,-
� M�r :�l /-7. /'�i . PN_ 612-497-
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\ ��I y -y -- --�-�I � a i I ,�"�l �,� ��fCO�Q�iOA TGS1$ $CO�t= I -�
�\`,.\ � ��(��;� � - � i ' I �ua� �( $omqs
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�� ,03.s �.`� � ,� � . , , �, Note= Th6 system is b be constn,cted lo mer3
sv�� �-.\ � 5�' s- -�3., q�,o , �� IheNLmesota Pbltu:'q� Co�'ro( A;,znc7
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����,���� � J 5�,a,� i , Chapter 7080 & Local Ordinance
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� '��.1'��..1'��� q�.�X � � Z5�_ ��.
r� ��c-��A��,n� — Check all underground �itilities
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s��� � , .:�`=3;J �%`z������= "��-1?-�- �'�L1���,�'� .
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� Oevqned By: - ,c (�� `,, � --
Oa'e=LL/,�,�/�:y'; PH.fQ-497-356G �
' MOUND DESIGN WORKSHEET
(For Flows up to 1200 gpd)
A. �Q`/�J Fstimated Sewage Elows in Gallons per day
( d)
Estimated 7 'J �Cl Nianba i Type 1 Type II Type III Type
or measured - x 1.5 = - gpd. •� �V
2 3ao zzs iao �
B. SEPTIC TANK LIQUID VOLUMES a 6 o s°s° is6 ofi°�
s �so aso i9a "'�"�
� -)�J� `� 1- /�D:� gallons 1 2•.�D aJa.�I �Lt`n-�'�' L�1��1�``�`�Y 6 900 525 332 in
7 1050 � 600 370 Type[.
IIa
8 i 1200 675 408 I m
C. SOILS (refer to site evaluation) e� .�,*;, ' , , r� f� � `°'"t°�
.,
1. Depth to restricting layer= a�,�.g���� inches feet �ywd���,Y
2. Depth of percolation tests= /� � inches ��� w��`� `�`�ry� ��'�5���
Bedmmts Gipawry gatbage dispoaal tih inside
2�x ka 730 1125 I500
3. Texture 1-0�l v� � Percolation rate lo•0 mpi 3,x. �� « 2�
4. Land slope ,S % 5„�� �5� �0 3�
7.R or Y 2000 3000 4000
D. ROCK LAYER DIMENSIONS
1. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 =
� o gpd x 0.83 sq. ft./gpd = a�> sq. ft.
2. Select width of rock layer (max 10' if<120 mpi max 5') _ /�� ft.
3. Length of rock layer = area =width= >n:� � � �
..'a .or�'ne. ^ a
9 � ' 00♦ o�o�� o . q.
L N�/-� ap0' O q� Q
��, �.1- Sq. ft. - � ft. = c _lt. a`d.�eeaD�D ape\.,p-Q
QoowQ,aaa A��A .000 p
oo od�PGaDtD nD np;
W1C1�1 '�1L_ft Qa .a a ao ao ooc n �: .e e n �.
<120mpi <10' Length �r. ft
E. ROCK VOLUME
>120mpi <5'
1. Multiply rock area by rock depth to get cubic feet of rock; ' d� sq. ft. x ),c s�
ft. = l��cu. ft.
2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards;
' '� cu. ft. -27 = a u cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rock in tons; �;'-� cu. yd. x 1.4
ton/cu. yd. _�tons.
F. ABSORPTTON WIDTH Absorption WidtL Sizing Table
1. Percolation rate in top 12 inches of soil is 10.0 mpi �o,m�,�� c�►�� �oofA��,
Texture � L-14����A W�. Minura per[ach Soil Texnue per day per widcb to Rock
(MPq squane faot Layer Width
Fssoer duo 0.I Coarse Sand 1?0 I.00
0.1 to 5 Saod I�0 1.00
2. Select allowable soil loading rate from table; o.��o s F�s� 0.6o z.00
6 co IS Saody L.oam 0.79 1.52
16 co 30 Lwm 0.60 2.00
'--�- �Pd�� 3��oas s�i�� o.so z.ao
46 ro 60 Clay L.oam 0.45 2.67
60 to!20 Clay 0.24 5.00
3. Calculate adsorption width ratio by dividing rock layer s�o���zo c��y o.zo 6.00
loading rate of 1.20 gpd/ft2 by allowable soil loading rate;
1.20 gpd/ftz= .ys gpd/ft2 = a,c��
4. Multiply adsorption width ratio by rock layer width to get
required adsorption width;
a-�x /c� ft =a�.� ft
G. ' DOV�NSLOPE BERM WIDTH s1�:_ � co��r��
1. If landslope is 1% or more,
subtract rock layer width from adsorption width ��' .9- �=��, _ :'
; C Rock 1 �o po
to obtain minimum downslope berm toe c�e�,e�,a�� ,
��ft-�p�ft= �_feet atural Soil �°-C> 6 Topsoil
2. Calculate Minunum mound Size
a. Determine depth of clean sand fill at u�l� wa�n Dow�lope Width
upslope edge of rock layer: ��wd� A� ; nwa�n
Separation 3' - l, � ft = I.3 feet
b. Add depth of clean 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;
� -3 ft +'lft+ lft = 3•3 feet _ � _
c. Enter table with landslope and upslope berm :uPS�w�acn : :
ratio. Select berm multiplier of 3,3� ;: � ` ' -:
Ci. Multiply berm multiplier by upslope mound uPs}°���'"'a� "°�°'pQ'�°•` Rocic Bed ?o;ToaA,•.:n ;.Upslope Width
, e:�.r.v Qt Width e e-.e.e o 0
�_ �lD��t�6aQ4.o�a r� �e,D6e�4'D a _1.L_
height to find upslope berm width: `�L a;°a`°g°'a¢o p�„�.n°'c;v;:,a;
� ���� x c � _�_feet �
`�.. _ • � ,. .
e. Multiply rock layer width by „ �. � . ' � :
landslope to determine drop in elevation; �' A�Orpaon Width�'�
�(1 x � %+ 100 =�feet
.;:.r ..._: .' _...:. ...:,: ,�;..: .. . ..
. ,r�.:. , .:: _ . .,:...:
:......�. . ��� . .:�:.
.. . . ..:.: ... �. '. � . . . . .
f. Add depth of clean san or s ope roc�i�gct, 1,��
difference (2e)at downslope edge,to
the mound height at the upslope edge
of rock layer (2b) to find the downslope height;
�? ' ft + � ft= ".1. v/ feet
,,,
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of �- �
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
;-, �� x 3•`� _ `'i feet s�si.orE Mvi.�i.�xs
i. Compare the values of step G.1�Z
and Step G.�'l�= Iand DOWNSLOPE UPSLOPE
Slope Derm multiplkrs tor varioas berm mnitlplias for various
Select the greater of the two values as the +o% ��o��n� n«m s�o�ne�
downslope berm width; /� feet
j. Total mound width is the sum of 4• 5• 4• 5• 7• •I
upslope berm (G.2d) 0 3.o a.o s.o 6.0 �.o s.o a.o s.o 6.0 �.o s.o
I 3.09 4,17 3.26 638 7.53 2.91 3.85 4.76 5.66 6.54 7.41
width plus rock layer width (D.2� Z 3.19 435 5.56 6.82 8.14 2.83 3.70 4.54 536 6.14 6.90
plus downslope berm width(G.21�� 3 330 4.54 5.88 '732 8.86 2.75 3.57 435 5.08 5.79 6.45
�_ft +�ft+ I", ft = � D 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 5 3.53 ,s:oo 6.6� ss� io.r� z.6i 3.s3 a.00 a.bz s.i9 s.�i
berm width (G.2d) plus rock layer length (D.3) 6 3.66 s.s6 �.ia 938 i2.m z.sa 3.23 s.ss a.ai 4.93 s.ai
plus upslope berm width (G.2d); '1 3.80 5.56 7.69 1034 13.73 2.48 3.12 3.70 4.23 4.70 5.13
,`� ft + (�Z- ft + 1 1 ft- �� feet $ 3.95 5.88 833 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88
� �� ` -} � °''� / C O 9 4.11 6.25 9.09 13.04 18.92 236 2.94 3.45 3.90 4.30 4.65
�; . .
10 4.29 6.67 10.00 IS.00 2333 231 2.86 3.33 3.75 4.12 4.44
Final Dimensions. �1 4.48 7.14 ll.11 17.65 30.43 2.26 2.�8 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
/ � X � Z l�l���
PUMP SELECTTON PROCEDURE
A. Deteraune pump capacity:
Gravity Distribution
1. Minimum suggested is 20 gpm
2. Maximum suggested is 45 gpm Perfontion Diachuges in GPM
Pressure Distibution Head Perforarion diameter
feet inches
3. a. Select number of perforated lateraLs � 7/32 �/4
b. Select perforation spacing= ?•O feet. 1.oa o.56 0.74
c. Subtract 2 ft.from the rock•layer length. 1.5 0.69 0.90
�Z- -2 ft._��fee� . 2ob o.so i.oa
xocklaye:�a,�th
d. Determine the number of spaces between perforations. a Use 1.0 foot single homes.
Length perf.spacing= (�o ft.+ 3.c� ft.- �.O spaces b Use 20 feet for anything else.
e. ✓�'? spaces+1 = � 1 perforations/lateral
f. Multiply perforations per lateral by_number of laterals to
get total number of perforations. �; x �t: t = (�J perforations.
g. l�. x�m� _�gpm.
SELECTED PUMP CAPACTTY �l ) gpm
B.Determine head requirements:
1. Elevation difference between pump and point of dischazge.
�_feet
2. If pumping to a pressure dis�ibution system,five feet for pressure �il�����Sn��
required at manifold if gravity system,zera a��b��•a�
__�feet Toul pipe la��h
3. Friction loss
� a. Enter friction loss table with gpm and pipe diameter. ,,�� . ��ati���tt
Read friction loss in feet per 100 feet from table(F-14). p'�
F.L._ �•� ft./100 ft of pipe . :.:�:.:^
b. Deteraune total pipe length from pump to dischazge ; . . . ------------------------------------- �,
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=
1'�1 �l x 1.25= 1�_feet Friction Loss in Plastic Pi e
c. Calculate total friction loss by multiplying Nominal P
friction loss in ft/100 ft by equivalent pipe length.
Total friction loss= � •�-- x t � ) +lpp=�_feet pipe dia.
4. Total head required is the sum of elevation difference, Flow Rate 1.5" 2" 3"
special head requirements,and total frichon loss. ��
�_+ � +�_ 25 3.73 �.11 0.16
' (1) (2) (3c) 30 5.23 1.55 0.23
35 6.96 206 0.30
TOTAL HEAD o�=, feet 40 8.91 264 0.39
45 11.07 3.28 0.48
50 13.46 3.99 0.58
55 4.76 0.70
C. Pump selection bo 5.60 o.s2
65 6.48 0.95
70 7.44 1.09
1. A pump must be selected to deliver at least
'a`- gpm (Step A) with at least �,�.feet of total hea�l (Step B).
� J�P TESTING� �NC. 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
John Stern
2690 Deer Run Trail E.
Orono, Henn. Co., MN
Borings completed on 11-20-00, with a hand bucket auger.
BORING NUMBER 1- Elev.98.5 - MOTTLED SOIL AT 24" - no standing water present
in boring.
0 - 20" Topsoil dark brown loam 10YR 3/2
20" - 24" Brown loam 10YR 5/4
24" - 48" Rusty brown loam 10YR 5/6 - mottles 7I1,6/8
BORING NUMBER 2- Elev.97.3 - MOTTLED SOIL AT 30" - no standing water present
in the boring.
0 - 30" Topsoil dark brown loam 2.5Y 3/2
30" - 48" Rusty olive gray brown clay loam 2.5Y 5/3 - mottles 10YR 7I1,6/8
BORING NUMBER 3- EIev.102.1 - MOTTLED SOIL AT 22" - no standing water present
in the boring.
0 - 14" Topsoil dark brown loam 10YR 3!2
14" - 22" Brown loam 10YR 5/3
22" - 48" Rusty brown loam 10YR 5/6 - mottfes 7/1,6/8
BORING NUMBER 4- EIev.101.9 - MOTTLED SOIL AT 28" - no standing water present
in the boring.
0 - 28" Topsoil dark brown loam 2.5Y 3/2
28" - 48" Rusty olive brown clay loam 2.5Y 5/4 - mottles 10YR 711,6/8
. r
Soii borings cont'd.
BORING NUMBER 5- Elev.98.6 - MOTTLED SOIL AT 24" - no standing water present
in the boring.
0 - 18" Topsoil dark brown loam 10YR 3/2
18" - 24" Brown loam 10YR 5/4
24" - 48" Rusty brown loam 10YR 5/6 - mottles 711,6/8
BORING NUMBER 6- Elev.102.4 - MOTTLED S�IL AT 20" - no standing water present
in the boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 20" Brown foam 10YR 5/4
20" - 28" Rusty brown loam 10YR 5/6 - mottles 7/1,6/8
28" - 40" Rusty olive brown clay loam 10YR 6/3 - mottles 7/1,6/8
40" - 48" Rusty olive gray brown loam 10YR 6/2 - motties 7/1,6/8
BORING NUMBER 7- EIev.101.1 - MOTTLED SOIL AT 24" - no standing water present
in boring.
0 - 20" Topsoil very dark brown loam 2.5Y 3!1
20" - 24" Very dark gray clay toam 2.5Y 3/2
24" - 30" Rusty very dark gray clay loam 2.5Y 3/2 - mott{es 10YR 6/8
BORING NUMBER 8- EIev.100.5 - MOTTLED SOIL AT 28" - no standing water present
in the boring.
0 - 14" Topsoil dark brown foam 10YR 3/2
14" - 28" Brown clay loam 10YR 5/3
28" - 36" Rusty brown cfay loam 10YR 5/3 - mottles 7/1,6/8
2
CERTIFICATION N0.627
STATE i,IC�NSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,.Inc. on -11 21_00 starting at 11:18am.
Test hole location Stei-�g, 2690 Deer Run Trail E.,Orono.
Test hole number�. Date test hole was prepared 1-1 2a(10•
Depth of hole bottom�inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoii dark brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is inc . Date and hour of initial
water filling 11-20-00, 1:30pm. Depth of initial water filling is 2 in h above the hole bottom.
Method used to maintain at least 12 inches of wa.ter depth in hole for at least 4 hours is automatic si.ghon.
Maximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water ievei, Percotation rate,
Time Time interval,min inches inches minutes er inch Remarks
11:08 refill 6
i
11:18 11:33 6 3-1/2 4.3 15 min
11:40 11:55 6 3-1/2 4.3 15 min
11:56 12:11 6 3-1/2 4.3 15 min
Percolation rate=4,�minutes per inch.
. r
CERTIFICATION N0.627
STATE LICEN�E N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testiag,Inc. on 1-21- starting at ll:19am.
Test hole location Stern�2690 Deer Run Trail E.,Orono.
Test hole number�.. Date test hole was prepared 11-20-00.
Depth of hole bottom�inches. Diameter of hole�inches.
SQIL DATA FROM TE5T 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 "n 1 . Date and hour of initial
water filling 11-20-00, 1:30pm. 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 sinhon.
Maximum water depth above hole bottom during test is(inches.
� Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes r inch Remarks
11:08 refill 6
�
� 11:19 11:34 6 3-1/8 4.8 15 min
�
11:39 11:54 6 3-1/8 4.8 15 min
11:57 12:12 6 3-1/8 4.8 15 min
� --.�
Percolation rate=4$_.minutes per inch.
CERTIFICATION N0.627
STATE�.IC�N�E N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 1- 1-00 starting at 11:20am.
Test hole location Stern,2690 Deer Run Trai!E.,Orono.
Test hole number�. Date test hole was prepared 11-20-00.
Depth of hole bottom�inches. Diameter of hole 6 inches.
�Q.�I,DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam _
Method of scratching sidewall is i e. Depth of gravel in bottorn of hole is 2 inches. Date and hour of initial
water filling 11-20-00, 1:30�m. 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.
Maximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes r inch Remarks
� 11:08 refill 6
i--
11:20 11:35 6 2-1/8 7.1 15 min
� 11:38 11:53 6 2-1/8 7.1 15 min
11:58 12:13 6 2-1/8 7.1 15 min
Percolation rate=7.1 minutes per inch.
. .
CERTIFICATION N0.627
STATE�IC�N�E N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 11_21_00 starting at 11:21am.
Test hole location� r , 2690 Deer Run Trail E ,Orono
Test hole number 4. Date test hole was prepared 11-20-00.
Depth of hole bottom�2 inches. Diameter of hole�inches.
�nIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam _ __
Method of scratching sidewall is kni . Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 11-20-00, 1:30�m. 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.
Maximum water depth above hole bottom during test is C inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
11:08 refill 6
1121 11:36 6 1-1/2 10 15 min
11:37 11:52 6 1-1/2 10 15 min
11:59 12:14 6 1-1/2 10 15 min
Percolation rate= 10.0 minutes per inch.
PERFORATEO LOAMY $AND CAP -
LAYER OF GEOTEXTIIE
�,�.::� __ _ LATERALS FABRIC PERFORATEO 4ATERAI.
.(��'.. .�:�.,'��.. � ' '
�• '�„ .�.��•� . ';�^• •...._,,,,_.... GRA55 COVER 6 INCHES _ ,
SANOY LOAPA SOIL '� '^ � ;-�' TOPSOIL. ,_
' �"�Y�� / M'�R` =� CLEAN SAND FILL • ..
-i� ��' •�;j,.:�• .. -
/� ,/% �,' •�, ti;•'r.' MAXIMUM SLOPE—�- _ •_
� . r,+ 3 TO I ,
�AYER OF GEOTEXTILE �':� • f ,� �+ CL EAN ROCK aa°
,:�;::::''� ' y � TOP501� /q 70 2 /Z INCHES
FABRIC OR 4 INCHES OF ;W, , :� � ;� P�owEo oR s �
HAY COVEREO BY �l ! , ,i, �' D�SKEO SURFACE _ /• s�o
BUILDING PAPER ,��'� ' -��,.:.�/ / z/�/ uesOi� • -
I�/ � OR 2� ..,;�:f�'' �, f��� y� CROSS SECTION A-A
PIPE �ROM PUMP�'�:•,;��: ' � ��i j��'� ,� 1'�
_f,••. �/� �%,'� .N :' // f
l:' �� . � � PiPE FROM
3/"_2�/ ' i� . // 'w`� )�• � PUMPIMG CHAMBER
9 i�
CLEAN �OCK �4'�� � • '�.�!•�� � � . �i� � OIVERSION FOR .
..:: • :'' ./;� . � ,I� SURFACE WATER w �
6' TOPSOIL�� : %�" �� � `�� � o ' ` �
.,;��. , - • � � _ �
..�..•�: �� �.�� 7:` r--�- - -;-�
_�� ,;.=• � �` . � /� 3 � � I ' ; � I.
� • "� r M `_�� - � � . �
i'�+ •v i � PERfORATEO ' ;
�'�- -� ��' �9,,/ /• QX I � tATERAlS � i , �� .
: �.ts�'�N. I]'. .•'� i
=C`' '/. Sl��� .J � "�.: ..,,t �`:i�t - ' � (
� ` ..�,��'::: �l;lt�.; I � , , �
lC� •. i�.!•�'�M� � �
l p� - '•• �` •'�i,t�!�:ti-:.yr.f~ • . , ; ; I =
Q "• �1s� � �
S NO F ll SO� ' is" ����L;i^�.�i:�. BED AREA. ' � ; � I Z '
� 1' . :�. `":; � �
6Rpk A FR '�`'': - ,----�: � �-
EN UP �'•���� �' �_•- '��. . ; � ; � :—
�'J ''�.�,.-�.�.�,� � � � � o
A � 4 . - � ' �n � � � A
:::_'•-
BaR �FR�I .....;,.... A � � '��' � i � � — m .
ArFR . - - I ' = ' � � � � •
�
LAYOUT OF PERFORATEO PIPE LATERA�S FOF2 �N�H�a�� ' �NCHES ._.
PRESSURE OISTRIBUTION IN MOUNO -• � ' � � ( •
� �-�- - -�-� .
�
PERfORATEO P�ASTIC PIPE _ OIKE�O FEET pIKE
MAX.
� • TOTAI WIOTH .
�� "` '1' �
�---PERfORA710N�SPACED 36' ' PE Af�pN SPaC ' • � I :
ON CENTER. P RFORATION RfOR
V EW 512E MAY BE /�c: '/�t; j6• iS PLAN VIEW
OR /�.
-------------
- -___--
2 MANIFO�D � ENp PERFORATION OF A PERFORATEO LATERAL
PIPE --
Grou Cover
PERfORATI0N5 ON BOTTOM Of
PLASTIC P�PE '� T�y ,� ('��
- 90ti �� `lnr_\ " �3c.:�. . .....� s. ��';'l
r_-� � ����� �r of Grel�ctll� FoMlc (a far-
/�' =y(ALTERNATE LOCATION ' �..�� .''��rwin��ja°„�°w`b
,,�� OF PIPE FROM PUMP! , .
P�rla lion Ori11eJ HorltonlallY
// ` •• �In�o C p IMor 7op
, END CAP y�ti .s/:PI�. A� L•ost Iz'lo Ea .
/ 0 A1ERA� �� �' o F�Id Ra ...... . . :•, of Rock Loy�� °
I. , . � - ' —P�rlw�llau Locol�d ol
�� pRATE 2�PIPE FROM . ., a.an sane tay« B"��°'*oi �oi..a
��� f pERf PUMPING CHAMBER "
\ /�fNGrN D � � ,8�19��Ploclno S�IyeStorlfl�d
L
. -
,F-R
-i
REOWOOD, CEDq� OR
WATER TIGHT 8� LOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) '
PIUGS OR ELECTRIC CONNECTIONS— /-ALL ELECTRIC CONNECTIONS MADE
� IN51DE BOX
2" PVC CONDUIT SCHEDULE 80 6'SP�E LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED 6� LOCKED SETTLEMENT
SEALED MANHOLE RINGS .FINAL GRADE
�' AT LEAST 12� ' '�
` BELOW GRADE
UNION
WIRE FROM POWER SUPPLY
- � PIPE IS LAID ON A UNIFORM SLOPE FROM
/}� . FOH PROPER NDRAINBACK IL 7REATMENT AfiEA
SEALED TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR ORAINBACK,
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST �E USED
WITH ANCHOR--� — yyEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAI. CIRCUIT
NOTES� EIECTRICAL WIRE FROM POWER SUPPLY
START I,yEV�9_— � _ Ml1ST NOT RUN OVER ANY TANKS 8UT
• r - MUST BE LAID BESIOE oT11ER TnNKS
3"� � `� AND MUST BE PLl10ED IN CONDUIT
ALONG POST _
SHUT=OFF t,EV��Q_ _ __ _ _ EIECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FlOAt CONTACT,
��� :
�
Figure F-8
.
METAL
COVER
�_ _.��. � _!�- •� � J�. y
,�� � 19. � - � - ;. _v. � -
,.
: ; �.�.
; i •t_:. r; �
t > :, �
r
I � A I
� � � I
,i�-:r•:_,_:..�
•`% "'- ' I
CONCRETE ,.,.�`
MANHOLE '
RING
METHOOS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figure C-14
� h
. �
r� r-- ,` �,'
{ '� VERTICAL SIDEI�V'ALL SEPTIC T�1K -��
�FINISHEO GRAOE
� r. .
%AT LEAST 6"TO 12" SOIL AT LEAST
4" DIA. COVER a" DIA.-�
�� AT LEAST I" ' � � AT LEAST I"
rA I r1 ..;••,...
: -- ,• � , q :
�. �� A DIME1NSI NS FOR,_TANKS WITH VERTICAL SID 5
WIOT,_H. �, 24� MINIMUM ._
LENG7H 2 TO 3 TIMES THE W107H
B OIANIETER 60� MINIMUM r.,_ ,
� 1 DEPTH� 0 30' MINIMUM: 79 MAXIMUM C �
J.- A 0.2 0
� - •AT LEAST g '-"' '6 M�MtiMi_o 2 0 MAXIMUM _ g" _
3" C o.4 0
.. .�---� � •-AT I.EAST 4 FEET-------'—'" '�
wGtfS: �
1. SNIi1H1Y 1[4f A1 I�tiSI�INl'IKS W ON1.1�1Efl �. AWtlK)1 E WVE�S�V'111�IOCAtED W11UN V.MIG1E4
1• (NMfl.RIONNNIOCA�'N7tEN{fCEf[OrKL1NNc ��EOOv(IIMAIOGftdU[D101`fEK•f 11�SWYM:E
Wµ�s • �, ur�rv��r.�►+un�N+CEoEtwEENrtHuorn�Etrrf.�v+u
�. N�e�A�ECt�ONftiPfORA(lUl��INt.tirl'!M�►.ritEn HEMEfiPM�tONDKfIEYVLLUE►rOl.EsltiVwtwGES
pf1AlAM�IOtES�►A�tREtOC�1E0fTI[nD01H11E�lEt Of1►101X��Et1UMttNC��ES.
N100UILL•106VKY�.INECS111fI11�+C0�11f;fIV'L'C1�Ot1 t. /Oft�101�2CM11KCY111f7f1�CJd.I/J�R00��KNfKX1All0.�:0
�y�(=gVy1DfiTIK�14/J�f�I3111EUMIL'flIWE�1ME ANDOO.f.fISIpIC�RO.�S(1.
ON/LE O�'CM�+C�pl��reiNlv 1[E3.�11MID wriKC 1 AN
� I'1'E W6T!1E IOCAItu1RIwCf,M ll�f.�4E1 N4�t�i11 Et
pN f LES. , —
:
� PENCIL
� �� ' '
� �`.� , MANN• E r� tc .�`' y �►
�, � �. .� -
� �t
1NL.ET ` SCUM ; OUTLET
�, �" f�v;�;oidT4ET�LEvEL .�,� '� �:�`. Y
st _..— SCUM CI.EAR SPACE= _� �, �� c CLEAN OVT TM11C Wh;EN�
ti� — • —— ____ " _ �—�••�• _ �, p �1�IS 3' OR LESS OR
8 IS �2�OR LESS
� A y,. . ,,, ..`� 1 h
;�,��;,:�;:�;��� . �. . � : .,: . . . . :; .,
' '� � � BI.ACK COIAR
� ��� � "'� DISTINGUISHES SLUDGE
Y' � '?sj�'�:�;:;;:;',.:�;��. SLuOGE. ,,; . '; � �AYf�R FROM LIOUID
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MEASURE SCUM AND SLUDGE ACCUMULATIONS
I N THE SEPTIC TANK
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DATE TIME
CITY OF ORONO CALLED IN
INSPECTION N IC� 3/ SCHEDULED � �
PERMIT NO. � � ` COMPLETED '�
ADDRESS �6�O iJe.« R��. �r E �
OWNER CONTR. �"��/S
TELEPHONE NO.
� DESCRIPTION � �'� �'`^►`'' � �d'�����v
� Ot FOOTING 11 MECHANICAL RI 18 EXCAV/ RADiNG/FILLING
� 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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPIAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
� 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: P ar�.�.-� ���� , ���b , ��� G�
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PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR W{LL AETURN
❑CITATION ISSUED
❑STOP ORDER POSTED.CALL INSPECTOR
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. (952) 249-4600
OwnerlCon ctor on site:
Inspector. � w!_
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO ✓ CALLED IN
INSPECTION N�TIoCs,�31 SCHEDULED
PERMIT N0. COMPLETED i 0',�30 �-`�-o"L
ADDRESS �`6�D ���r ��!�'�f E..-
OWNER CONTR. �°`vt�
TELEPHONE NO.
� DESCRIPTION ����� � �(')✓� l J
l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE �PTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 S PTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OW NERICONTRACTOR TO MEET Y :_ S_ O
� COMMENTS: �^d �'rc� � X6Z
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITNIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED
O INSPECTION REQUIRED.CALLTOARRANGEACCESS.
Call for the next inspection 24 hours in advance. �95Z� Z49-46��
OwnerlContr tor on site:
Inspector. � 0 r��� ��
White Copyllnspector's File Canary Copy/Sfte Notice
DATE TIME
CITY'O�ORONO CALLED IN
INSPECTION NOTICE SCHEDULED
PERMIT NO. COMPLETED I�I-���`�` C1�3
ADDRESS_ �6�� aP er ��r. ) � �
OWNER CONTR. �G�Y�-�
TELEPHONE NO.
� DESCRIPTION �e� t��_ �:�� �
� 01 FOOTING -� 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FR,4MING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
� 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 O6 PAOGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
? 09 PLUMBING Rt 23 EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOHTOMEETYOU: ES_NO
� COMMENTS:
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� ❑WORK SATISFACTORY:PROCEED �ROJECT COMPLETE
W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED
❑ INSPECTION REOUIRED.CALLTO ARRANGE ACCESS.
Call forthe next inspection 24 ho rs in advance. (g52) 249-46��
OwnedContr�ctoronsite: {`° �
Inspector. G�`
White Copyllnspector's File Canary CopylSite Notice