HomeMy WebLinkAbout2000-P02832 - new septic N
PERMIT
CiTY OF ORONO
2750 Kelley Parkway - PO Box 66 Permit Number: Po2g32
Crystal Bay, Minnesota 55323 Permit Type: sept��
(612) 249-4600 Date Issued: s�iv2oo
SITE ADDRESS: 480 Sussex La
LONG LAKE, MN 55356
P I D: 04-117-23-31-0013
DESCRIPTION:
Proposed Use: Residential
Permit Class: General
Permit Type: Septic Permit Sub-type(s): New Septic System
DETAILS:
Approved per resolution#:
Separate permits required:
NOTICES/REMARKS:
FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00
State Surcharge Fee: $ 0.50
TOTAL FEE: $ 100.50
APPLICANT: cLovEx xiLL coMPaNv OWNER: N w&D c wiLDMarr
314 SHAKOPEE AVE E 480 SUSSEX LA
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.
?���1/'�_-�"�� ` ,���1�t�1/
APPLI ANT P RMITEE 1 N TURE ISSUED SIGNATIJRE
Copies: City,Applicant,Assessor,Finance Page 1
«
CITY OF ORONO SIFPTIC SYSTEM PERMTT APPLICATION
Box 66 (2750 Kelley Parkway)
Crystal Bay, MN 55323
JOB SIT`E ADDRESS: ����� �v`�S� �'
Occupancy Type: Residential �_ Commercial Other
Permit Type: New or R�cement��tenu, $100.00
Rep xrai E isting 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:��<� �C�=Q��. Phone Number:
Mailing Address: City: 7ip:
Contractor's Name• �' ( 1 -es �� (( '� c�, PhoneNumber: �i Z- 3zS- y�
Mailing Address: �`�{ �' ` Cit G�«C ��' .S� 7 4
i ��u ct:.a�re 1'�c.� C Y� S �,f' �P� 3
�
DO NOT MAIL PAYMENT WITH THIS APPLICATION
GENERAL INSTRUCTIONS
1. Applications for septic system permits may be mailed or submitted in person at the City
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the City Offices and work must not begin unless the permit card is on the job
site.
2. Permits will be issued only to contractors holding a City of Orono Septic System
Installers License.
3. All work must be done in accordance with the approved septic system design. Design
reports are not considered approved unless accompanied by the "City of Orono Septic
System Approval" cover sheet signed by the City Inspector.
4. The following inspections will be required for all septic systems:
A. Pre-installation site inspection to include inspector, installer, and general contractor.
B. Tank installation prior to covering.
C. Drainfield trench installation prior to covering. For mounds, inspection is required
after rough-up but prior to sand placement (sand will be jar tested for silt content),
and again during pressure distribution piping installation in the rock bed.
D. Final inspection to verify proper final cover depths and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holding MPCA Installer Certificate shall be present durina inspections. A 24-
hour notice is required for all inspections.
M
NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
�' � S l. I have received a copy of the system design including the City of Orono
Septic System Approval Cover Sheet.
2. I will be installing the following:
A. Tanks: � Precast Concrete Other Manufacturer����''�c�
Tank Capacities: 1) c�� gal. 2) c� gal. 3) (�c� gal.
B. Pump Station (if required)
Pump make & model {'��(� �`C� {�'�Y�-��'f-S (attach pump curve &
literature); system design requires LI'7 gpm at ( `t feet of head.
High water alarm make & model G����X,� Outside
electrical work to be completed by installer electrician X
other Inside electrical work must be completed by
electrician.
C. Treatment System:
Trenches: s.f. x Mound
Depth of rock below pipe " Rock bed dimensions �L� 'x � Z '
Drop Boxes Sand bed dimensions 4/Y 'x/r,c% '
Distribution Box Pressure Dist. Pipe Diam. /`�z "
Maniford Pipe Diam. 2- "
D. Final Cover/Topsoil to be: h borrowed from site
(show location on site plan)
trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic system installation
permit, agrees to do all work in strict accordance with the ordinances of the City and the
regulations of the State of Minnesota, and certifies that all statements made on this application
are complete, true and correct.
SignatureofApplicant: ��-�-��k�*-*� Date: �- �� ���
MPCA Certification No.: �S�>
Staff Review: Approval Denial
Reviewer: Date:
Reason for Denial:
�, • , . SEPTIC SYSTEM APPROVAL
� �,�.
�ISt'EC1'OR'S CpPY ��FECTOR'S COPY
� � '
. ;,�,,. ,� C ITY of ORONO
r��, �!� Municipal Offices
� � � �� , �, � ; �
Street Address: Mailing Address:
�����E88����� 2750 Kelley Parkway P.O. Box 66
___—' Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner 1 ony E�der� CatHp�i'1�! Phone (Home) (Work)
Address�O SuSSPX Lq�nt� City (,�r � State GY?•� Zip S5 356
Site Evaluator 5r-P ��e���hq State License # 3 Phone# yq�- ,3566
Type of Establishment: Single Family�C_ Multi Family
Commercial fJO Garbage Disposal Yes No
No. Potential Bedrooms 5 Est. Gallons Per Day 5 D
Water Meter Required: Yes No )C Soil Sizing Factor .83 .Y$ �' '
Perc Rates P-1 N,5 P-2� P-3 2�C! P-4 3�$ P-5 P-6 P-
Restricting Layer Depth B-1 22" B-22G" B-3 2�"' B-4 Zo" B-5 ZD" B-6 l8"
Type of Treatment System:
Standard X Experimental Alternative
Pressurized Mound System ,k At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift Pressurized Bed System
Holding Tank W/Alarm
Septic Tank Size 250 /DOC� # of Tanks 2 Lift Tank Size !250
Pump Brand — GPM y-] Head /g�
Treatment System: 8y, q
Minimum (�p'xb��)+-�y���`i 8' Square Feet with I inches of rock below pipe
Type of covering 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 (249-4600) Call for inspection 24 hours in advance.
ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and
fencing must remain in place until final site grading. Approval to pour footings will not be granted
until the Inspections Department has verified the primary and alternate sites are protected.
NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' of tested drainfield sites ever.
ACCEPTED�_ DENIED By the City of Orono subject to existing regulations and
the following conditions:
By: � - -Oo
Chris Pence, On-Site Systems Manager
��n�� /°� 2 S3 Z
�t1Es T�i�� �3 � o
��/ �
Telephone(612)249-4600 • Fax(612)249-4616 9�2(� 40
< *
� ' �7�P TES T/NG� I N�. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE• St. Midiael, MN 55376 • (612)497-3566
FAX (612)-497-5011
State License#394
July 23, 2000
Tony Eiden Company
Lot 2, Block 3
Fox Bend
Orono, Henn. Co., MN
�$� �u�S� �— a�rl�•
This on-site sewage treatment system is designed for a Type 1, five bedroom home, in
accordance with the Minnesota Polfution Control Agency Chaptec 708Q and local
ordinances.
Sussex Lane is a Private Rd. The system will need to be 15' from the easement.
The soils on this site are SCS soils mapped - LrC- Lester loam. The seasonally
saturated soils were located at 18" to 28" (mottled soit). Due to the seasonaliy saturated
soils, a Pressurized Mound System wiil need to be installed to treat septic effluent. The
bottom of the rock must be focated at least 3`above the saturated soits.
The soils at a depth of 12" have a percolation rate of 4 5.0 mpi.
A pumping chamlaer will need to be installed to lift the effluent to the treatment area.
The power supply and switches must be located outside the manhole and pumping
chamber in a weather proof endosure. A waming device must be installed with a light
and sound device, this is in case of a pump faiiure.
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the roctc and sand fitl
material are clean. The sod layer below the entire mounded area must be tumed over,
just break up the sod, be sure not to over work.
1
, � �r �
All neighboring welts are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of the proposed t�eatment area before and after
construction. The treatment area shoutd 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 oc�urs.
With proper instaltation and maintenance, this system shoutd have no problem in
treating septic effluent effectively.
Nothing other than human waste, toilet tissue, laundry, showers, water softener etc.
should be disposed of into the septic tanks. Iron filters must be diverted out of the
system. Garbage disposals are not recommended, due to adding more solids & fine
solids passing through to the system. Excessive arnounts of soaps, anti-bacterial
soaps, cleaning agents �chforine agents may kil!the bacteria needed to treat septic
effluent. Additives are not reoommended. 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.
�`� � �
Steven B. Schirmers
2
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�i '� G`'.�oal 6orinqs
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Note= Ths system is b be const�ucted to me�3
� the NG�u►esola Potlu!an Co�'rd AYr.rx.7
Chapter 7080 & Local Ordinance
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Check all underground �itilities
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\� / i.7 W �� PF�PERIY OF:'S o r,`-c -� 1 t� a�. Co�'�_�-`-�
�� � ��� ���� �� r� -5 � }..�� �' .-� ��v;� ''r � '�"�`�"��:
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Q��w �� Oevgned By: .%�— �'�_ ` : -: _ -
Q �y a� Oo'e=�'%/.u/Z�� PH.6Q-497-3566
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SET- BACKS I)�. I O` ��
HOUSE System must be=
: Tank ��� from propertylines x' `�'�-L'��d� ������ w����—•
L�L,.�_. Q w�"'�-�C .�� from wells
�����! - Di�� a� from b!dgs.
'. -�'yp;; 7reatment areo =�from lakes, �S��L��.�
Treotment oreo "�� from property lines N����� supply and switches must be located in a
, � i ���.��,�,,, weather proof encbwre outside the pumping chamber and manhole
MA�MF�Dc.ES �+�.�» ��.' lvD�from we,ls�,�,,L,�so,
;� �acrF,�� zo from bldgs.
�'_ :-i _/s�.'irom trees I� � SOIL BORING ELEVATIONS
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zo min. • ' . - THAI EL.-`323..•� �S�`:.'�(o �'7 �
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- �10�- ' .�."d�a.su I ' TH�2 EL.--�._L.�:��
I , _ 9mde 2%
Tank � Tank - �� TH."3 EL.- �'�_�
Drop to Tank I PRESSURE DISTRIBUTION MOUND SYSTEM ThM� EL-�?3`�
LfA.a-�'�- T�A1�1,�v�o. ` �'17�,'Z.-
Min. I�io 8� �P�mping 7H. 5 El..-
Max.l��to4� � ���P T�R�-1�C-S Sl�+�A��ovJ Chamber £I.�VA710V at PROrOSED PL�MPING
CHAM B ER-°1�'1,.�'i.'e�o,�r+a..,-�Y���.o
�4�10 6��dio.pipe ����os�� -�o� rr� �sw�� - °��63.a
SYSTEM DESIGN -MOUNO " 1-��`'��''� '�`'`�°�--�'�y
TYPE-�, � BEDROOM , Ave�age percolation rate �s•� min./inch (design.83 sq.ft treotment area per gal, of daily sewage flow)
�S� c,�l./day x.83sq.ft/gol. �a�sq.ff.of heatment orea +10% = -- sq.fi. (.= IOft.width=�_ft.lenqth of bed orea+side slope run�to I x�heigFt= �L�L_fi.x�ft,lawn•orea needed) ►���-
Clean rock needed- ��sq.ft.treatment area x -L�depihof rock=��cu.ft=27= �y cu.yds,(3/4��to 21/��dia. ,includes 2��of rock above pipe) ���. sw�.>,o v�� /.g �
��-'� Cleon sond fill below rock needed a�0 cu.yds. opprox. , sandy loam bock fill a� a.yds.approx., topsoil 6��_1_�_Cu.yd._Y'��M>'1_�N�c�_�O A4.o _`1 oho -fd.-{oQso►L //U Lv.�{q s
-uJAsN�� " _ _ . _ ._ _ . __ _:. .___�:_I�"�oos�f.1.LL= lo" �l.f�_1�'l.-)
Number of ianks required�_, I st tonk a��gol. ,2nd tonk�o Q�gal.minirrxms pW s P�S m P►N u LH x►m p�R- �
Pumping chamber capacity- 25% of daily sewage fbw of ��� ga1.=1S��gal.+reserve sloroge of 15 0�z:1/Bl� � �gal.+pipe bock droinage— pRpPERTY �F�'�n>-'�`'t ����-� CO1^'Y'�'
of_1.�gol./IOOlin.ft.of a� Mdia. supply pipe, lin.ft.needed�, �gol.-► manifold_1_�.gd./IOOlinftof�"dia.pipe,ln.ftneeded� , z- gol. Lp,� a , -�E,Lyr-�, -��„�- �=,� �-�<<�
total capocity needed�f gal.(plus area for pumP) usE rn„n. a/ S�D 9al.cae. p'�v�-�U ✓��r� -1 ��-��t . !�0 •
� - . Distribution pipe ��.��da. , .L`t�lin.ft.� ��_+dia. perforations �����aporf
; Pump s¢e ��a�hp. (pumpable copocity.�o�gol. 4 cycles/doy) JJ S�� 1�1 ' H�f�o Pw�ss ��,5e�q°a-u� �-j'1 aa+1 ) tn+n. ,5�—P TEST/NG lIVC.
Nole � 1�Vhen construcling bed - , this areo shoub be shaped Note= Distance irom ireotment oreo to neighborinq wells— � L--�- L �'�,._---=—
, . , � Designed 9y: -
io divert run-off from entering treatment orea. �;�� A,'����' ���"�-' ` ` ;';'� � „ � .
Do�e ��/�/� , PH. 6�2-497-3566
' � MOUND DESIGN WORKSHfiET
� � (For Flows up to 1200 gpd)
A. FLOW �es.�►.�.r��++�+u►a.u«s+�
Estimated�gpd "'� '�°' �'p'° �`v°`m �
or measured,_,_._x 1.5 a=.Spd.
Li UID VOLTJMES 4 �ao�0o m �ssa „�;,
B. SEPTIC TANK Q s �� „� �+ ti
'� �-�—�ono gallons s soo xts m
�- i a-� . .
� i I1� � � 0
C. SORS (refer to site evaluation) �� �
1. Depth to restricting layer a �� ' � inches__feet �•d
�+-�-�`' �� �+r...c+r�u'w an�.�r..r�� �W
2. Depth of percolatloa tests= �� in��
3. Tezture �-o��w� Percolation rate�'�2, p' '"'' "0 "" "�
s- at i ;.� �� � �
4. Land slope % :.'"• '0°° '°°° �
D. .
1. Multlply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 =
�gpd x 0.83 sq. ft./gpd =�3,,sq. h.
2 Select width of rocic layer(max 10' if<�20 mpi.max 5') _, /_ft.
3, Leagth of rock layer=area+width=
' �_,sq. ft+ �_ft.=_� �
Width, �=ft
� <120mpi <10' un �
� >120mpi c5'
E. ROCK VOLLTMfi
.1. Multiply rock nren by rock depth to get cubic feet of rock;�sq. h x •o�'
n
ft.���,,a,cu.ft.
2. Divide cu. ft.by 27 cu.ft./cu.yd. to get cubic yards;
�r�;;�,cu.ft. +27��_cu. yd.
3. Multiply cubic yards by 1.4 to get weight of rocic in tons;�.,cu. yd. x 1.4
ton/cu.yd. _�tons.
F. ABSORPT'ION WIDTH na.�w�eeasm�ae�.
1. Percolatiost zate ir►top 12 inches of soil is ►s.� mpi �a��" �n,�. �� ��
Texture �u4� u�ra�� o��n �•� u,�w
ww...a� ceu+.:..a �20 �.00
0.1 M S l�sd 1.20 1.00
.2, Select allowable soil loadiag rate hom table; i»is s.�w. a� �s�
"-,� 81�d�� � �i»� t�°r°,e�. o:� i.000
�wa c��e.. o�s x.a�
3. Calculate adsorpt�on width ratio by dividing rock layer �°""p1°'��20 � � `:O
loading rate of 1.20 gpd/ft2;by allowable soil loading rate;
i.20::gpd/f�.+. �� gpd/�a . a.=,
4. � Multiply adsozptio�n width ratto by zock layer width to get �
zequired adsoirptlon width;
��x�_ft= a�,.� h
' G. 170WNSLOPE BERM WIDTH s'°�:- c�"°`1'
1. If landslope is 1% or more,
subtract rock layer width from adsorption width , .` v�� �«-� 4�,.,�• �;,
x�x� ,
to Obt3iil minim� dOwILSIOPe berm toe .: c��s�d►.�' �:
2�.: ft- lo ft=_.,,�.Z feet a�s� �70 6:r��''
2. Calculate Minimum mound Size
a. Determine depth of clean sand fill at U�i�twa� no�w,a�
upslope edge of rock layer: �o d� A on Width
S e paration 3' - /• ��ft = 1• J' 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;
�ft+'lft+ lft=�-��feet _ ��}'-
c. Enter table with landslope and upslope berm : :. ' <: :uP,_�,acn
ratio. Select berm multiplier of 3.,�Z•- :. ` ,�, ;.
.0 sl wdth ?0 4e�4��'e"s Rock Bed r �4.�4wCaa� Upslo�e W►dth •:,
d. Multiply berm multiplier by upslope mound :�� �����am� wa�n o ��-��-��x«�
, , a�,� �,�.����Y6� �
height to find upslope berm vvidth: �oi°�.'��• �., '�"' ��.'a�"o�x�;
3.�zx 3•j =_1L feet � � � � � . f � } r
� .., �- �..: ����. �-. � . r � �
e. Multiply rock layer width by A : , .:,. :
landslo e to determine dro ut elevation; H : n��o�w�a a�'"
P P � �Ra�w���
�x_.�.%+100= ,�1 feet ;� : .
., . . :
..: :. �:: , ,�: ;
f. Add depth of clean sand for slope �� �� �� � � "�
difference (2e)at downslope edge,to T���"�`�'-
the mound height at the upslope edge
of rock layer (2b) to find the downslope height;
�,�� ft+ '� ft= �- -`�t-feet
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of .s.��
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
S.�G� x�_ �� feet s�sLorE Mvc.�xs
i. Compare the values of step G.1 17
and Step G.2h �3 �•+ nowxsLorE ursc.orE
Slo eerm mrntn�ias ror.uionc eam mdnpuers ror.�arious
Select the greater of the two values as the +�� ����n« ������
downslope berm width; a'� feet
. . S. . . . . . . �. .
j. Total mound width is the sum of o 3.o a.o s.o a.o �.o s.o a.o s.o 6.0 �.o a.o
upslope berm(G.ZC�� 1 3.09 4.17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41
width plus rock layer width(D.2� 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 536 6.14 6.90
plus downslope berm width(G.21�� 3 3.30 4.54 5.88 7.32 8.86 2.'75 3.57 4.35 S.O8 5.79 6.45
�,L._ft+ lo ft+ a� ft= �u feet a 3.ai a.�6 b.0 �.s9 9.n z.6s 3.as a.i� a.sa s.ab b.o6
k. Total motutd length is the sum of upslope s s.s3 s.00 6.67 s.s� io.r� 2.6i 3.33 a.00 a.6i s.is s.�i
berm width(G.2d) plus rock layer length(D.3) 6 3.� ss6 �.ia 9.38 is.m z.sa s.� s.as a.ai 4.93 s.ai
plus upslope berm width (G.ZCl�; 7 3.80 SS.56 �.69 ]0.34 13.73 2.48`_3.12 ' 3.70 4.23 4.70 5.13
�{t-� (o'Z._ �{ ♦ �� ft= �_feet 8 3.95 5.88 8.33 11.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88
�'� -�- G,z -j- a� /U�,/ 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65
10 4.29 6.67 10.00 15.00 2333 2.31 2.86 3.33 3.75 4.12 4.44
Final Dimensions. ll 4.48 7.14 ll.11 17.63 30.43 2.26 2.78 3.23 3.61 3.95 4.26
12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08
L�c.`� X "I L '1.}'�.
� ' � PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution
1. Minimum suggested is 20 gpm
2. Maximttm suggested is 45 gpm Perforation Discharges in GPM
Pressure Distibution Head Perforation diameter '
3. a. Select number of perforated laterals 3 f� �/32 �/4
b. Select perforation spacing=�_fee� 1.Oa o.�� 0.�4
c. Subtract 2 ft.from the rock layer length. 1.5 0.69 0.90
��-- -2 ft._�feet . 2ob o.so i.o4
x«k�,yn��,�en
d. Determine the number of spaces between perforations. a Use 1.0 foot single homes.
Length Pel�.SPaCiilg=f�c�ft.+ ;3 •U ft=�`� spaces b Use 20 feet for anytlung else.
e. �� spaces+1= a�1 _perforations/lateral
f. Multiply perforations per lateral by number of laterals to ��,���
get total number of perforations.� x �_��perforations.
g. �.�. x�_��gpm.
SELECTED PUMP CAPACTTY �{� gpm
B.Determine head requirements:
1. Elevation difference between pump and point of dischazge.
��feet
2. 1f pumping to a pressure distribution system,five feet for pressure ��•�^�Sn�^
required at manifold if gravity stem,zero. a�b'°�a� �,^.�
�feet �ria��s�
3: Friction loss
a. Enter friction loss table with gpm and pipe diameter. ��,�����
Read friction loss in feet per 100 feet from table(F-14). P'�`
....--- -- -
F.L.= 3,'� ft./100 ft of pipe . ._.._._._ . . �, ,�
b. Determine total pipe l�gth from pump to discharge
------------------------------------- f U
point Estimate by adding 25 percent to pipe length for fitling
loss,or use a fitting loss chart(F-15 feet).
Equivalent pipe length-1.25 times p�e length=
(oo x�.25= � � 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. pipe dia.
Total friction loss= 3,'� x '?J� +100=�_feet �oW��
4. Total head required is the sum of elevation difference, �m 1.5" 2" 3"
special head requirements,and total friction loss.
20 2.47 0.73 0.11
11 + �� + 3 25 3.73 1.11 0.16
' (1) (2) (3c) 30 5.23 1.55 0.23
35 6.96 206 0.30
40 8.91 264 0.39
TOTAL HEAD �_feet 45 11.07 3.28 , 0.48
50 13.46 3.99 0.58
C. Pump selection bo 5 bo o.s2
65 6.48 0.95
70 7.44 1.09
1. A pump must be selected to deliver at least
�_gpm (Step A)with at least �_feet of total hea�d(Step B).
� ��7�P TESTING� �N�. Steven B. Schirmers • MPCA Cert.No. 627
951 K�tydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX • (612) 497-5011
State License#394
LOGS OF SOtL BORINGS
Tony Eiden Company
Lot 2, Block 3,
Fox Bend
Orono, Henn. Co., MN
Borings completed on 7-17-00, with a hand bucket auger.
BORING NUMBER 1- Elev.972.5 - MOTTLED SOIL AT 22" - no standing water present
in boring.
0 - 18" Topsoil dark brown loam 10YR 3!2
18" - 22" Dark brown loam 10YR 4/2
22" - 28" Rusty brown clay loam 10YR 5/3 - mottles 7/1,6/8
28" - 38" Rusty gray brown day toam 10YR 6/3 - mottles 7/1,6/8
38" - 48" Rusty gray brown loam 10YR 6i3 - mottles 7/1,6/8
BORING NUMBER 2- Elev.975.5- MOTTLED SOlL AT 26" - no standing water present
in the boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 26" Brown clay loam 10YR 5/4
26" - 32" Rusty brown clay loam 10YR 5/4 - mottles 7/1,618
32" - 48" Rusty gray browr� loam 10YR 6/3- mottles 7h,6/8
BORING NUMBER 3- Elev.975.9-MOTTLED SOtL AT 28"- no standing water present
in the boring.
0 - 18" Topsoil dark brown loam 10YR 3/2
18" - 28" Brown loam 10YR 5/4
28" - 42" Rusty brown loam 10YR 5/6 - mottles 7/1,6/8
42" - 48" Rusty gray brown sandy toam 10YR 6/3 - mottles 7/1,6/8
Soii borings cont'd.
BORING NUMBER 4 Elev.972.8 - MOTTLED SOtL AT 20" - no standing water present
in the boring.
0 - 20" Topsoil dark brown loam 2.5Y 3/2
20" - 28" Rusty dark brown loam 2.5Y 4/3 - mottles 6/8
28" - 36" Rusty olive brown clay loam 2.5Y 614 - motttes 7/1,6/8
36" - 48" Rusty olive gray foam 2.5Y 6/3 - mottles 7/1,6/8
BORtNG NUMBER 5- Elev.972.2 - MOTTLED SOlL AT 20" - no standing water present
in the boring.
0 - 16" Topsoil dack brown loam 2.5Y 3/2
16" - 20" Dark brown loam 2.5Y 4/3
20" - 24" Rusty dark brown loam 2.5Y 4/3 - mottles 6/8
24" - 38" Rusty gray brown day loam 2.5Y 613- mottles 7l1,618
38" - 48" Rusty gray brown toam 2.5Y 6/3- mottles 7/1,6/8
BORING NUMBER G- E{ev.977.4- MOTTLED SOIL AT 18" - no standing water present
in the boring.
0 - 6" Topsoil daric brown loam '{OYR 3/2
6" - 18" Brown clay loam 10YR 5/4
18" - 26" Rusty brown clay loam 10YR 5/6 -mottles 7/1,6J8
26" - 48" Rusty brown loam 10YR 516 - mottles 711,6/8
2
CERTIFICATION N0.627
STATE LI�ENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by�-P Testing�Inc.on 7_18-00 starting at 1:03�m.
Test hole location Lot 2,Block 3,Foz Bend,Orono.
Test hole number�, Date test hole was prepared 7-17-00-
Depth of hole bottom 1�inches. Diameter of hole¢inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is l�ife• Depth of gravel in bottom of hole is 2 inches• Date and hour of initial
water filling 7-17-00,9:30am. Depth of initial water filling is 12 inches above the hole bottom.
Method used to mainta.in at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon.
Maximum water depth above hole bottom during test is C inches.
Measuremerrt, Drop in water level, Percolation rate,
Time Time interval min inches inches minutes inch Remarks
12:50 refill 6
1:03 1:18 6 3-1/2 4.3 15 min
1:25 1:40 6 3-3/8 4.4 15 min
1:41 1:56 6 3-5/16 4.5 15 min
2:03 2:18 6 3-1/4 4.6 15 min
Percolation rate=4,��ninutes per inch.
CERTIFICATION N0.627
STAT'E LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc.on 7_18-QO starting at 1:04um•
Test hole location Lot 2,Blk.3,Fog Bend,Orono.
Test hole number�, Date test hole was prepared.7-17-00.
Depth of hole bottom 1�inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is ife• Depkh of gravel in bottom of hole is�. Date and hour of initial
water filling 7-17-00,9:30am. 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 sutomatic sinhoa.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water levei, Percolation rate,
Time Time irrterval min inches inches minutes inch Remarks
12:50 refill 6
1:04 1:19 6 1 15 15 min
1:24 1:39 6 1 15 15 min
1:42 1:57 6 1 15 15 min
2:02 2:17 6 1 15 15 min
Percolation rate=1.,Q�ninutes per inch.
CERTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by�P Testin�,Inc.on 7_18-00 starting at 1:OSpm•
Test hole location Lot 2,Bik.3,Foz Bend,Oroao.
Test hole number.�, Date test hole was pre�xired 7-17-00.
Depth of hole bottom 1Z,inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dark brown loam
Method of scratching sidewall is�fg Depth of gravel in bottom of hole is Zj�h�. Date and hour of initial
water filling 7-17-00�:30am_ Depth of initial water filling is 12 inches abcrve the hole bottam.
Method used to mainta.in at least 12 inches of water depth in hole for at least 4 hours is antom�tic siohon.
Maximum water depth above hole bottom during test is�inches.
Measuremerrt, Drop in water level, Perr�iation rate,
Time Time interval min inches inches minutes inch Remarks
12:50 refill 6
1:05 1:20 6 5-1/2 2.7 15 min
1:23 1:38 6 5-3/8 2.8 15 min
1:43 1:58 6 5-1/4 2.9 15 min
2:01 2:16 6 5-1/4 2.9 15 min
Percolation rate=Z,2�ninutes per inch.
•. t
CERTIFICATION N0.627
ST�TE LICENSE N0.394
PERCOLA'TION TEST DATA SHEET
Percolation test readings made by S-P Testiag.Inc.on 7_18-00 starting at 1:06pm.
Test hole location Lot 2,Blk.3,Foz Bend,Orono.
Test hole number�. Date test hole was prepared 7-17-OQ.
Depth of hole bottom 1�inches. Diameter of hole(inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil dack brown loam
Method of scratching sidewall is�ifg, Depth of gravel in bottom of hole is 2 inches. Date and hour of initial
water filling 7-17-00,9:30am. Depth of initial water filling is 2��5�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 haurs is�utomatic sinhon.
Maximum water depth above hole bottom during test is�inches.
Measuremerrt, Drop in water tevei, Percolation rate,
Time Time interval,min inches inches minutes ir�ch Remarks
12:50 refill 6
1:06 1:21 6 4-1/4 3.5 15 min
1:22 1:37 6 4-1/16 3.7 15 min
1:44 1:59 6 3-15/16 3.8 15 min
2:00 2:15 6 3-15N 6 3.8 15 min
Percolation rate=�minutes per inch.
PERFORATED t,OAMY SAND CAP -
LAYER OF GEOTEXTILE
�r�Y:� __ `_ IATERQLS FABRIC . PERFORATEO �lITERd�
��=�� � ������ � -•� . . GRA55 COVER 6 INCHES�_
SANOY LOAM SOIL •• ;. ,•• ; �.. "` ;::�::�:,,;f,+;•;r!�;;:;.. 7oPsoi� _- ,_ .
i':i' � �'g`� �••� CLEAN SANO FILL .�.,
-`.d •a ' % .;�f.':.. .. . - -
� �' %�'•I i;Y: MAXIMUM SWPE-- _
�• 3 TOI .
IAYER OF GEOTEXTILE �� � st' � �'tt� l�EAN.ROCK a°
•..,'�::;;�. ,t, y �, TOPSOIL �/a �v 2�/Z INCHES
FABRIC OR 4 INCHES OF , �, ., :�� � ; PLOWEO oR i.s�o
HAY COVERE� gY .� '! ' , j�• �� DiSKEO SURFACE -
BUILOING PAPER ,��'� ' ,, .���,� � �� y� ' ueso�� • -
� • �-- CROSS SECTION A-A
PIPE/�ROM PUMP—� ��:;�;?�'��• �� ��' :� �
.��,'•' �/ � // �
.-� � '�
� � .
.! PtPE FROM
3/ -2/ i' ' /�./, • ,/ , � PUMPING CHAMBER
. � . : . •
CI�AN f�OCK �'��• � •���/•'�#. j' � OIVERSION FOR . �
••:' J� SURFACE WATER w � ,
.�.
6' TOPSOIL� '' /t'• �'� . �� .`�' a .
w r ��!� • '� ! ' • �J >r � - l��r;�� �^
�':, '•� �i� � � � � ; . 1
�'� a t ':.J / / . . I ; , ; '� �
�`� •... ' '' •� 3 .t.�' PERfORATED � �
�� . '-•••� '� I_9�� i:... ' �'�A�(• � :�: tATERALS � � ; I �
-�•• .. - � . � � , � � i1 •
-• .;; ' •.
• '^ J • 2.. • . r•,. �' � ; , �
• C ' SWP� �. 3'^:�. .�.i'ti•L7�il•�,�?��r � I i � � ', ,
SallofqN E ._•.•.1 •,:n__ ,r.,., ,..,.. . I � : � _ .
��� �,;e�, :'►,.,};�.
Fi�� �sOp�p�`��1. ���xr;�i�:� eE0 AREA. � ; ; „� _ .
6RpkENAY�R • :�`�'"��':::� : � � *./..; j � �-
�---
UP �' '��•� '~-`. . i � ; .
:i•-•:..... .. � � , � c
BaR�ar��� �-• �� . A — � ; � ; � ; � W : A
eR �..::rr::r ; � W m
I . I
�AYFR . — — I ; _ � Z E � — ' :
INCHE I � a�� � I INCHE
LAYOUT Of PERFORA7E0 PIPE LATERALS FOR - _ ( � � � � •
PRESSURE DISTR18UTION IN MOUNO • � ' '
• Lt— _ —'—I
PERFORATEO PlASTIC PIPE _. DIKE--�--�"-`����DIKE
� • TOTAL WIOTH .
PERfORAT10N5 SPACEO 36� ' ��� I :
END ON CENTER. P�RfOFtATiON �ERfpRAfrd�
VIEW OpE�:�Y BE /�s,'/u: j6« ii PLAN VIEW
----- -----
2 MANIFOLO � prp PEqFORATION OF A PERFORATED LATERAL�
PIPE �
Crw�Gvar
PERFORATIONS ON BOTTOM OF
PLASTIC PIPE � r�� I �
n r�;`
= 9�r 'i�-.:,z. _ ;_L__ � . '��«+:•L�dw SW ln�rv'.��r•��N G�eaaqN FaOrk Ia rar-��
=_'(ALTERNATE LOCATION ' - ;`wi���n��n�pp«.,)O1°ONfa
OF PIPE FRpM PUMP)
P�rla lien Otiled Hsrl�ontally
` • •• �M�e y fNa Top �
. END CAP 9pti • '/:PNn -IU l.ou Iz'ro Eap.
arERA� o..F�Id Rxk� . :• o� n«w t�r..
'/ 'Y: ..: .'. -•.. 4. ♦ . ........ .:.�
0 � P«I«a11au lscol.a ol
� f eonom e/laa.d
�% � pERF�RAf WMP NG CHAMBER • r. Cl�on Sond lsya
\ ��N�fN . .onarwi sou n�..i�sw��n.a �:
� e.�w.P�«uw sa�e «..
. , . , �
. � • s F=R
_._-- ,.:
��;
REOWOOD, CEDq� OR
WATER TIGNT 9� IOCKABLE ELECTRIC BOX—� TREATEO POST (4 x 4 min) '
PLUGS OR ELECTRIC CONNECTIONS— �ALL ELECTRIC CONNECTtONS MADE
� INSiDE 60X
2" PVC CONDUIT SCHEDULE 80 6.sP� LOOP OF PpWER CORD FOR
MANHOLE COVER CHAINED 9� LOCKED SETTLEMENT
SEAIED MANHOLE RINGS •FINAL GRADE
�• � aT LEasT t2' '
BELOW GRAOE
UNION
WIRE FROM POWER SUPPLY
' PIPE IS LAID ON A UNIFORM SLOPE FROM
� /�� . F6R PROPER NORAINBACK IL 7REATMENT MEA
SEA�E� TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR DRAINBACK,
PLASTIC ROPE OR CHAIN A �/� INCH WEEP HOLE MUST DE USEO
WITH ANCHOR--� — yyEEP HOLE
ALARM FI.OAT ON SEPARATE
ELECTRICAL CIRCUIT
NOTES� EIECTRICAL WIRE FROM POWER SUFPLY
, S�RJ�V�D_,� ` _ MUST NOT RUN OVER ANY TANKS BUT
r ' MUST BE UlID BESIDE 0T11ER TANKS
3'� � � AND MUST BE P�nCED IN CONDUIT
ALONG POST __
SHUT=OEF�,EV��Q_ __ _ — EIECTRICAL CORDS FROM PUMP AND
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT HAVE GROUND
PUMP CONTROL FlOAT CONTACT.
��0 :
Figure F-8
.
METAL
COVER
�.. _.�. .�. _J�. •�� � �i:� k
� . .,� _� ;. 9 '., .
; ,
19� . .v:,.
: ' �.Y
j I .�::• t; I .
I > � I
� 4 I
� �c V - �
� .����)�5.���:�.•
J�� � '
CONCRETE ,.,+�'
MANHOLE
RING
METHODS OF SECURING MANHO�E COVER TO PREVENT
UNAUTHORIZED ENTRY
Figure C-14
. , �
� . , �
f.` r�' :`.. �•r .
'� VERTICAL SIDE�IV'ALL SEPTIC T�IK -�
�FINISHED GRADE
�AT LEAST 6"TO 12" SOIL AT LEAST
4' DIA. COVER 4" DIA.�
�� AT LEAST I" ' �� AT LEAST I"
MIr1 �.. � •,.•.... •.,.•
. �... ' �
, A OIMENSI NS FOR_ TANKS WITH VERTICAL SID S A '
---- i t w, TH, W z4• MINIMUM _
IENGTH 2 TO 3 TIMES THE W107H _ _
B pIAN1ETER 60� MINIMUM r.,_ ;
� � �EPTH. D 30' MINIMUM: T9_ MAXIMUM C �
� - •AT LEAST g � � 6 2M�MUMi_0.2 D MAXIMUM _ 6"
3" � 0.4 0 ,
.. .___--� •-AT LEnST 4 FEET--- " -�
►4IFS: �
1. SNu1N1Y1[4SAIlfAST/N!l'IiE4WOW+�E1F.t1 �. AWnrt)1EO�vEfLSS��KI�IOCAtEDwi11iH1Ru�G�Es.
f TI E AWM�K7lE 1!1M�T1 R/61K Nd E!Of 11K SIM�►A(%E
?. 11Kf1f.S�WlU6p�E0�1ud1EMN�qIES.�O"IF.ASi 11��y�11MA1qGfE0lI[OIOM�vCNIPOCE5.1
� (114rlNONNUlOCA1fOM71�IN{f[EIO�Hll/N� e. ,�r�vu�i�w+uara+ctoEtw[cNR►uoFr+�t1rn�++u '
wKis.
�. nn r�st�ECtiOn MrE O��t Wf 1�wi.�rt!MN.rt:tEn NEMEft PONI ON OKfIE 6►W104 NOLEs!IiVW t WG 49
Of1AMN��OIES�HIIRBlOC�1E00vEnC�1N114MlET Of1MOMd�EnNN1lNC��ES.
NJ�OU1lL•IDCVKYl�.1NECClIIEIII►�COf11Qt1�/�fC1q1/ �. �on��a.za��Kcn.��.��aw►�ce,n�cx+niso.��
�y�f y�y,LL p�11 Ke ItMR�AS 111E CCNI,I'n 1 ME K 1HE AND OII.f.NSipl C 110.�SIf.
ON iIt O�KNwO!d111NnIN1�10Ef.A 11 W1b wy1'EC t Arl
� i��K ws���oe�iEu ue iwcr.N n�r��[i aa����n c�
0/JfIES. . . , • ..;:�.
;.
� PENCI�
A �� . � �
�—" •t', 20� f/ ° .
�, � MANM E ��``' y �
,� �'
tNLET ` SCUM ' �, �t OU1'LET
:; � ;, i I ,w y
�, }' f ti:;s�=OUTI.�ET' I.EVEI_ •�,ri� y,+�`
�.' '!R
_ SCUM CLEAR SPACE== � CLEAN OUT TMIK wh�EN'
,t= � — ----'__—�.:.�.« � "'r �IS 3' Of2 LESS OR
� ---- — i.t: '8'IS 12'OR LESS
�� ' _ —-----'_— — � �
� s;�•,•,•�:`r' .�. • . . . • . .•`�. • '"•�' �` BLACK COIAR
y, 'i �'�' ' :.�;••;; �• ': �} "� DISTINGUISHES SLUDGE
"�j�'�;:;< .,�;� • SLu�GE_ , . ; �AYE�RR FROM �IOulO
�.a:'::.`.ttif�; . :� :;� �
,.a.!" + tlta
' •r, :S: ;�•.,
MEASURE SCUM AND SLUOGE ACCUMULATIONS
I N THE SEPTIC TANK
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION NO �j SCHEDULED �6'b ,.�
PERMIT NO. " ���COMPLETED - -�� 9.�
ADDRESS ��� SJy��
OWNER CONTR. �`0�l�r �',�� �
TELEPHONE NO.
� DESCRIPTION �S�'C�.�- �-^�\
� 01 FOOTING 17 MECHANICAL RI 18 EXCAV/GRADING/FILLING
Q 02 FRAMING 13 MECHANICAL FINAL 19 IAKESHORE/WETLANDS
y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 1 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNER/CONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS: ���� �1r`�(-C� 5�i.�T�^� O���' n.b u r[J c}-
a bY Sc p�-.` �,�.1� _ N a °1�A�� �1�.'r -
�
J
O nr
� + V '�l�C �:l��1� �(� �i��r� �
� Q" c,�j�S �p..�'_
W
�
Q
�
Z
� 3e-4� j�� � ����Sc-�P� �;� a—o�
j �-,� s�,� .:�tlet �YS�-e�`. .,
��WORKSATISFACTORY:PROCEED ❑ PFiOJECTCOMPLEfE
W ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY
� ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY
� BEFORE COVERING
PERMANENT
OCORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN
INSPECTOR WILL RETURN
❑STOP OR�ER POSTED.CALL INSPECTOR �CITATION ISSUED
❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call forthe next inspection 24 hours in advance. �95Z� Z49-4600
Owner/ConUactor on site:
Inspector. ��?C �`dn-�
White Copyllnspector's File Canary CopylSite Notice
V DATE TIME
CITY OF ORONO CALLEO IN
INSPECTION NOTI SCHEDULED b-15-c�f ,�:�—
PERMIT NO. �� ��COMPLETED
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TELEPHONE N0.
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� 01 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 OS FINAL 14 SEWER HOOK-UP O6 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL
J10 PLUMBING FINAL 1 -�+ 36 FOUNDATION/REMOVAL
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DATE TIME
CITYOFORONO CALLEDIN `����� l� �✓��
INSPECTION NOTI E _ � SCHEDULED �` �' "�'`' ��� T
PERMITNO. � Z��L COMPLETED �'Zi.�� C'�� �� 2'�
ADDRESS �P�� 5��S�C'-X ��/ •
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TELEPHONE NO. .��� � ���'`l�
� DESCRIPTION �,���`�?�� ` �/L r
lL 01 FOOTING 11 NIECHANICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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O 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 �EPTIC MAINT. 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL J 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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Cali fo the next i p ction 24 hours in advance. 249-4600
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White Copylinspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN �"" Zr7^t�'�U 2���
INSPECTION �p TICE SCHEDULED 9�21-D� 3;3v
PERMIT NO. r"�2��L` COMPLETED �'I��l�Q� 3��
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TELEPHONE NO. ��1 z��"" `I ta`'��;
� DESCRIPTION �����Pl�
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� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
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Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
v 07 DtMO-FINAL SEPTIC INSTA . 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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O STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED
C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
Call for the next in ection 24 hours in advance. 249-460�
OwnerlContr ct r n sit :
Inspector. �
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN - -6O /��-3 0
INSPECTIONN,QTI E ? SCHEDULED q-.�6-UO l0�0�
PERMIT NO. i"'D J� COMPLETED •� �b-eo IO�OU
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OWNER� �!G�A�11 CONTR. C1��
TELEPHONE NO. 3 a s � �C ��
� DESCRIPTION - /Azt�S
l� 01 FOOTING �7 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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SE 21 COMPLAINT
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI PTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEEf YOU:_YES_NO
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V BEFORECOVERING PERMANENT
❑CORRECTUNSAFECONDITION WITHIN HOURS. �- pHOTOTAKEN
INSPECTOR WILL RETURN
0 STOP ORDER POSTED.CALL INSPECTOR ` CITATION ISSUED
❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Cail for the next inspection 24 hours in advance. 249-460�
OwnedContr c r�pn
Inspector.
White Copy/lnspector's File Canary CopylSite Notice
DATE TIME
CITYOFORONO CALLEDIN l0-b-co ����
INSPECTION N TICE SCHEDULED �C-6���=' '��
PERMIT NO. t�'Z COMPLETED f O "�O—O� I l'��.3�
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OWNER��`f C"��C'/J CONTR. G ID��2 H-i � �
TELEPHONE NO.
� DESCRIPTION I NSL� L/�� S�P T�C- �/p�
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 OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTI_ C INSTALL.� 22 FOLLOW-UP
= 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
� OWNERICONTRACTOR TO MEET YOU:_YES_NO
� COMMENTS:
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INSPECTOR WILL RETURN
STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED
'SPECTION REQUIRED.CALLTO ARRANGE ACCESS.
Call for the next inspection 24 hours in advance. 249-46��
ntractor on site:
^.opyllnspector's File Canary CopylSite Notice