HomeMy WebLinkAbout2000-P03067 - septic � � PERMIT
CITI( OF ORONO
2750 Kelley �'arkway - PO Box 66 Permit Number: Po3o6�
Crystal Bay, Minnesota 55323 Permit Type: sept�c
(612) 249�600 Date Issued: ioi26i2o
SITE ADDRESS: 2695 Deer Run Tr E
LONG LAKE, MN 55356
PID: 04-117-23-13-0012
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: PATNODE BROS OWNER:
23200 109TH AVE
ROGERS,MN 55374
THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED
AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CI"IY OF ORONO ORDINANCES AND
STATE OF MINNESOTA BUILDING CODE REQUIREMENTS.
� ' � f�
P LI N IT I ISSUE BY SIGNATURE
Copies: City,Applicant,Assessor, Finance Page 1
- ��j ����
CITY OF ORONO SEPT'ICSYSTEitiiPFRitiII'TAPPLICATION
Box 66 (2750 Kelley Parkway) - -
Crystal Bay, I�IY �5323 ;' j y ?��Q
__ �� - .�- / � _ , t �
J�B SITE ADDRESS: Z�v �� S .:•2rk ��. I ,�v�-; 1_.
Occupanc�• Type: Residential � Commercial Other
Permit T�-pe: Netiv or Repiacement System, $100.00 �_
Repair Existing System, $ 50.00
(Tanl�s or Drainfield)
0.50 State surcharDe added to above fees
� *See fee s�hedule for non-residential nermit fees
O�vner's Name: SI�,'N�� �- �i��-1,-�,� Phone\Tumber: �73 -- S�f 3_S
I1�Iailing Address: iY3�o � 'NN�-�'�,-�.¢ 31�.4 City: ��,��— Tp:�_
Contractor's Name: �„���,�- �R�y Phonel�umber: °�/?� - i 3�_s
lYla.ilina Address: 2. 20o I o�( � �-���` v�. City: �io������ Zip: SS3-
DO \TOT I�IAII.. PA'YI��IENT WITH THIS APPLICATION
GEYERA.I, PTSTRUCTIOVS
1. Ap�lications for septic system permits may be mailed or submitted in person at the Ciry
Offices; however, permits will not be mailed out. The permit must be picked up in
person at the Ciry Offices and work must no[be;in unless the permit card is on the job
site.
2. Permits will be issued only to concractors holdin; a City of Orono Septic System
Installers License.
�. All w�rk rn.ust be done in 2ccordance �vith th�� aooroved seotic system desiQn. Desi�n
reports are not considered approved unless accompanied by the "Lity of Orono Septic
System Approval" cover sheet si�ned by the City Inspect�r.
4. The follow•in� inspections will be required for all sez�eic systems: �
A. Pre-installation site inspection to include inspe��c,��s installer, and general contractor.
B. Tank installation prior to coverin�.
C. Drainfieid trench installation prior to cover�n;. For mounds, inspection is required
afrer rou�h-up but prior to sand placemen[ (sand will be jar tested for silt content),
and a�ain durin� pressure distribution pipin� installation in the rock bed.
D. Final i.nspection to verify proper fmal cover dep[hs and to verify that all pump station
(where required) components are functional and comply with codes.
5. Individual holdin�MPCA Installer Cercificate shall be present durin� inspections: A 24-
hour notice is required for all inspections.
NOTE: Applicanc must initial all spaces. Fill in all appropriate blanks, check all appropriate
boxes.
1. I have received a copy of the system desi�n includin� the Ciry of Orono
Septic System Approval Cover Sheet.
2. I �vill be installin� the followin�:
A. Tanks: �recast Concrete _ Other Manufacturer �c.�-L�S
Tank Capacities: 1) �Z�� gal. 2) i ZS o �aL 3) � Z Sc� gal.
B• Pump Station (if required)
Pump make & model ��� L o� -�g I � -��'u� (attach pump curve &
Iiterature); system desi�n requires � � gpm at /6 feet of head.
Hi�h water atarm mak� .e� r,���t ��`��:> �"�,�,,,�,Fc_ vu�side
• electrical work to be completed by installer eleccrician
other Inside electrical work must be completed by
electrician.
C. Treatment System: , /
Trenches: s.f. (/ Mound
Depth of rock below pipe " Rock bed dimensions l G 'x � S °
Drop Boxes Sand bed dimensions �Z'x rd�Z°
Distribution Box Pressure Dist. Pipe Diam. l ;�L "
Maniford Pipe Diam, z.. "
D. Final Cover/Topsoil to be: `�borro�ved from site
(show location on site plan)
v trucked in
The undersigned hereby applies to the City of Orono for issuance of a septic systerri installation
permit, a;rees to do all work in stric[ accordance with the ordinances of the City and the
regula[ions of the State af Minnesota azd reni.�ies that all sr",,rPmPntS �r,;��� nn, th_+c ?nnl;�ar,��
u-c ��mplete, �ruc ai�ct correcc. � � i r--�"'""-
i����-�-�-
Si;natureofApplicant:_��2��'7 '. ���--4,�-� Date: cf � zcz�
MPCA Certification No.:_ # y�
Staff Review: Ap roval � Denial
Revietiver: Date: l Q 2—frC�
Reason for Denial:
�
O,�.
O O
� C ITY of ORONO
,� . ,t -,a,. �,
�', ';4• ti MunicipalOffices
� - �
�� l � ��:�G Street Address: MailinY Address:
`9$EggO�'- 2150 Kelley Parkway P.O. Box 66
� _-__" � Orono, MN 55356 Crystal Bay, MN 55323-0066
June 14, 2001
Paul Lambdin
2695 Deer Run Trail East
Orono, MN 55356
Dear Homeowner:
This letter is regardin�,� the final inspection of your septic system. We still need to do a tinal
inspection on the pump and alarm on your septic system. We need to varify that the pumps are
working in your septic tank and the pump alarm works. The alarm is installed in your house so
we will need to set up a time with you or set up a time with your septic contractor to �zew it.
If you have any questions or to schedule a time to inspect your septic please call the number
listed above.
Sincerely,
� �
Matt Bolterman
On-site Septic Mana�er
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
- • SEPTIC SYSTEM APPROVAL
O \ �COPY
� �
�%O `� ��;��_�
� �,�
���� �� � � '������ CITY of ORONO
.� ` �.., A+
�
�,� �ti j�� Municipal Oftices
"�' ,
� '+' � '��' G%� Street Address: Mailing Address:
��� �� ������,%
X'E$g� 2150 Kelley Parkway P.O. Box 66
----- Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner �� �✓1c=YZ, �' (�0 �M�?1� Phone (Home) •— (Work) --
Address 2(�q$ ��=tn 1 u.� (�(�ir� E.�st City�e�� (.�1� State �1'1N Zip $535�6
Site Evaluator 5- � � sf�n State License #�� Phone# y97 - 35'C�(�
Type of Establishment: Single Family Multi Family
Commercial I�o Garbage Disposal Yes x No
No. Potential Bedrooms (o Est. Gallons Per Day �j OC�
Water Meter Required: Yes No� Soil Sizing Factor , ��3 � Y �� �
Perc Rates P-1 �I�`� P-2�(, P-3:3.� P-4_� P-5 P-6 P-
Restricting Layer Depth B-1 '� B-2�" B-3 �" B-4 �f" B-5 36'` B-6 Z£�'`
Type of Treatment System:
Standard�_ Experimental Alternative
Pressurized Mound System X At-Grade System
Gravity Trenches System Pressurized Trench System
Gravity Trenches W/Lift_ Pressurized Bed System
Holding Tank W/ Alarm
Septic Tank Size !Z-50 /p0� # of Tanks �- Lift Tank Size /Z 5C�
Pump Brand � Z r�� GPM �2 Head J(o�
Treatment System:
Minimum(�p'x 75')�-�37<I�L�Square Feet with�_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 ��licensed septic contractor prior to installation.
NOTICE TO INSTALLEFiS: 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.
ACCEPT�D� DEPIIED By the City of Orono subject to existing regulations and
thefollowingconditions: G� �- ��iv��rv� ��r� OF l2'� S��Y�a .�L'�f�i��cl �%P1�iL� �� S�cl�-L�
Faod �-�' R�rl�l.l��� Gb�l w-i � �! wi i�ii v��uu9 5 e��;i -/,�s.
�_.
By: 2� Gt r.� `1-2 -��
Chris Pence, On-Site Systems Manager
SYSTEM IS DESIGNED FOR
BEDROOMS. ANY INCREASE IN IVUMBER
OF BEpRppMS INYAIIDATES THIS DfSIGN,
Telephone(612)249-4600 • Fax(612)249-4616
S�P TESTIN�V� �NC. Steven B. Schirmers • MPCA Cert.No. 627
��51 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566
FAX (612)-497-5011
State License #394
September 15, 2000
Steiner& Koppelman „
�-���� �_�qs c��n- I��� Ti�.
,
Orono, Henn. Co., MN
This on-site sewage treatrrient system is designed for a Type 1, six bedroom home, in
accordance with the Minnesota Pollution Controt Agency Chapter 7080 and local
ordinances.
The soils on this site are a clay loam to loam. The seasonally saturated soils were
located at 26" to 36" (redox:features). Due to the seasonally saturated soils, a
Pressurized Mound Systerri will need to be installed to treat septic effluent. The bottom
of the rock must be located at least 3' above the saturated soils.
The soils at a depth of 12" liave a percolation rate of 4.7 mpi.
A pumping chamber will ne��d to be installed to lift the effluent to the treatment area.
The power supply and switc:hes must be located outside the manhole and pumping
chamber in a weather proof enclosure. A warning device must be installed with a light
and sound device, this is in case of a pump failure.
The manifold and supply line pipe must have back drainage to the pumping chamber.
The distribution pipes shall have their ends capped. Be sure the rock and sand fill
material are clean. The socl layer be(ow the entire mounded area must be tumed over,
just break up the sod, be sure not to over work.
1
All neighboring welis are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment ��ff of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid &the s}�stem will need to be relocated if failure to protect the areas
proposed for On-Site Sew�ige Treatment occurs.
With proper installation an<i maintenance, this system should have no problem in
treating septic effluent effe��tively.
Nothing other than human ��raste, 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 disposal:� are not recommended, due to adding more solids & fine
solids passing through to ttie system. Excessive amounts of soaps, anti-bacterial
soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic
effluent. Additives are not �recommended. Recommend to pump & cfean your tanks
through the manhole by a c�ertified pumper every 2 years. Check with your pumper to
set up a schedule.
�.��L.___--
S even B. Schirmers
2
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JV� �LG�L j'i���G \`� \i p��%� I �hG }�I�MG50�4 �U�qA C0C1'-(O� Ayt(1�
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`�r �� ''� •�•c , �� � � �, -,��� �,
�Q�.� 1G���y�Y�'o%y y�3 � �' �I
�, � �,�� � ,,A y Check all underground �tilities
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wQ�- Q �J7adi9 Gi \
� 'o°a � `��`ti"�y� PRCPERTY OF: S�E�NE�+ koPPFL����1�.
C,r' � dv av GZ�ti °� J"�°�J
�'�vrd+�� v,��- ��Jy`�� ��.��-fti�.�� � l�t�TS, ��oc�K 'L�Cti2�S7r1�C�c�.Y 2�5�
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S-P TESI7NG lNC.
�� C�v��ed BY: �``-�- `�'� � •
� � ��, do'e==� /_��/'�'; PN.6Q-49?-3566 �
_ , � .
� '"� y�,�ss
� /v ,t �._ � Rdc.X- R�p
�� _ _ _ � �
I7 � G �%'� �� 7,� �oPoF.SPr►lo
_ /FJ � —
F\�-L.� �
i,_ �-_�.��--. .,� a^3.O
P�A�J v���,/ � ��— `'`'u
SET- BACKS /D � .I, /O' _�
�
HOUSE Syslem must be� �
Tan4c �_%� from property lines �C - SF�-����.1 c-��"�5�� w�o-��}_,
'�L1�-�- �AS���{c-`� ��' from wells
��/A`-1�-ov � 'J f rom b!dgs.
bv�.
- n„ Treofinent area =�frorn lofces , ��_�� streams
Treotment orea �_� � from property lines NOTE� Power supply and switches must be locoied in a
� M�NF�OLES +++�n t�." loc� ' � �F�-�e.-t,r� weather proof encbwre outside the pumping chomber and manhole
from we Is
�RLCF�Lt_ � Sus�a�xSo'
:i �'_� from bldgs.
;'� i � '?.'from trees � � SOIL BORIhG ELEVATIONS
r;,min. ' �r �I
-�-t�'- � _.'�dia.su I � TH�I EL.-�7��.1 'Sj�,�"` � - �r'?��,
Tank � - i'�o'— 9rnde�% TH. 2 El..92�.-0
' Tank TH r3 EL.-G��-='
Drop to Tonk I PRESSURE DISTRIBUTION MOUND SYSTEM �-h"� EL:�%���� �
Lf�-�-C'� T�A�,�v��.
Min. 1�io 8� �PUmping TH`5 EL.-�'��•�
Max.l��to4� � ���P -�'�R��s �N�A��ovJ Chomber ELEVA710V ol PROr�OSED Pt,�MPING
�4�l0 6��dia.pipe CHAMBER-��_����,�'t!�''�T��`� �
- L�w�y -�Loo� ��_'"_�`�l<•_O -
SYSTEM DESIGN -MOUND
TYPE-�, � BEDF�OOM , Ave�oge percolotion rote.�2.min./inch (design.83sq.ft treatmerit orea pergal, of daily sewage flow)
�n�gol./dQy x.83sq.ft�gal. �?'-a r�sq.ft.of heatment orea +i0�1aJ--- sq.ft. (.= IOfl.width=��� ft.lenqth of bed area+side slope run__�_.to I x.�heigF�= �� ft.x �� ` ft.lav�n•atEa�eeded) ��r•
Clean rock needed- ��'� sq.f t.treatment area x��'-�� depth of rock=�cu.ft'.-27=�cu.yds,(3/4��10 2 I/��dia. ,includes 2�of rock above pipe) �a�ti. sr��.�,o �a�-1�- /� =� �
���`'� Clean sond fill below rock needed�cu.yds. opprox. , sa�dy bam back fill v 0 a.yds.apprnx., topsoil 6�� �� Cu.yd._R�-9MM�?�'�Q'to A'oo 40°�0 -Co -{oQso�L �`� G►�'{o s
W As t-t�o • . - - - - - _ _
� ol.m,nmms PL+�s P�►mP�Nv LN"�AmpER-- � la"�oo5��1LL= l�" ��,r��.
Number of lonks required �'� , Ist tonk a�vgol. ,2ndionk1l7o09 ' � � - - - - - -� � �
Pumping chamber capacity- 25% of doily sewoge fkrw of ��� gol.= �a�gol.+reserve storage of 15 0��1/B1�-�o�� gol.+pipe bock dra�noge— ����� � � -
PROPERTY C�� ��-o ��-�� �
� of �`� gol./IOOlin.ft.of a�dio. �pply pipe, lin.ft.needed�, �golimanifo!d �`�gai./IOOIiRftof a'�dia.pipe,ln.ft.needed� , 'z- gol. �� .��� � L���y� ���
: total capacity needed I 1 �� gol.(plus area for pumP) �sE rn„n. ��0 9�,1.ca P. �,��5�,.� �.�-- p-�o.�s�� ��,(
� �� " P1� lin.ff. �_�+dio. forations ?'� ,�a l��-`� . !�p ,
Distribution pipe�dia. , , per porf
_ Pump s¢e ��?.hp. (pumpable copocity a-S� gol. 4cycies/doy) �s�� �� � H�t�o P��ss ��,s��a�u� y a q�.� � r,-„ � S—P TEST/NG ING.
Nole � When cons�ruc�ing bed -- � �his areo shoutd be shaped Note� Distonce from treohnenr oreo to ne�ghbor�ng v.ells— I �,,;— ,�� �• '
to diverl run-off from entering irea►menl orea. Ls�-��r;,�^�- -Sl�i`-;�-� � ��' � Designed 9y� ----U`�: �, -" '_
� Doie ��/';/.�� , PH. 612-497-3566
MOUND DESIGN WORKSHEET
(Foz Flows up to 1200 gpd)
A. FLOW �a s�•t•��»,u,au,«u a�.
Fstimated�o gpd "a �°' �`�'p°° �°m �
or measured..=._.x 1.5 ==Spd.
� �oo us iao �
� �so �o0 2ta a,
B. SEPTIC TANK LIQUID VOLUMFrS s �� ;'� n�+ �
/-l�,�o � � —i000 gallons . � � � ro
� t I �zoo a�s �oa �'Q
. � �
C. SOIIS (refer to site evaluation) „
1. Depth to restricting layer� a y> inches r feet �� �� ��,,,,, ,�,w„
2. Depth of percolation tests= � � ��� ''""' `"'°'' `""'"''" "�"�
��� Percolation rate '�• '? m i '�~ �� �� �
3. Texture _ P �,��� � � �
4. Land slope a -�l %
D. R K LAYER.D Z
1, Multiply flow rate by 0.83 to obtain requised area of rock layer. A x 0.83 =
�_Spd x 0.83 sq. ft./gpd = �- ' sq. ft.
2. Select width of rock layer(max �.0' if <120 mpi max 5') _ �_ft.
3. Length of zock layer�azea+width= � � » .�
�. .
. �_�_ � _ ''�� � . `,��, '. �� �:
sq. f� + ,,_;�, —
. �. �
. ,
Width f0 � ft � � .
� <�20mpi <10' �n�-�� fr
>1.20mpi <5'
E. ROCK VOLUME
1. Multiply rock area by rock depth to get cubic feet of rock; i y.jsq. ft x .�-�� �
ft. - ��1 cu. ft.
2, Divide cu. ft.by 27 cu. f�/cu. yd. to get cubic yards;
'�cu. ft. +27 =.�,cu. yd.
3. Multiply cubic yazds by 1.4 to get weight of rock in tons;�.�� .cu. yd. x 1.4
ton/cu. yd. = y� tons.
F. ABSORPTION WIDTH Abeorpdea VN1dLh St�Tyb1e
1. Percolation rate in top 12 inches of soil is 4.'7 mpi ���,m ��Taan ��' ��"�i'
Texture �L��( �-��a�ti-� c��i �.� �,.��
Pawn dua 0,1 CorM S�ed I.20 1.00
a�w s :,�w i.�o i.00
. 2. Select allowable soil loaciin rate fxom table; a�p� �a� °•� i�o
8 6 a l! Saeer L.erw 0.�9 I.S2
��_ $Pd/� � ii»�s st�t�".e.A o:s60o i,�o
�a p eo cz.r�,o..� o..�s z.a�
3. Calculate adsozption width ratio by dividing rock layer �'°'""°"'t2D `�'' °�0 a�0°
loading rate of 1.20 gpd/ft2 by allowable soilloading rate;
1.ZO.gpd/f�+�-�gpd/�� : a ,`"� •
4. � Multiply adsorption width ratio by zock�layer width to get
xequired adsozption width;
a.c�� x /=�^��.� ft
G. DOWNSLOPE BERM WIDTH sio�:4�•� �-`> �, co��r��
1. If landslope is 1% or more,
subtract rock layer width from adsorption width ,_ '.`� ��: �;�° 9 �:
' ' .. C xock r ,o 00 `
to obtain minimum downslope berm toe ��_� - c�e�,s�,d .
6"Topsoil_
��ft -_.1_p ft = �feet a�soil '' •
2. Calculate Minimum mound Size
a. Determine depth of clean sand fill at U�lope wdth Downslo�e Width
1D
upslope edge of rock layer: ���d� Absorpti�n�dth
Separation 3' - a.o+ ft = /, 0 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; ,
J,v ft + lft+ 1ft = 3- v feet ,� �
c. Enter table with landslope and upslo�e berm . ups��w�a�n .
ratio. Select berm multiplier of �•`�s -` _ <
Upsl pe�dth doo e;>on�;Rock Bed ?o.aov:b o� n :Upslope Width
d. Multiply berm multiplier by upslope mound , �Z �� �-d:�a� w�,a�, �,^�sep�epD)A s ---�-1�-
f b,traop4o a <.
�7 Qa q n`9 a`4°a a p au�su•n��e'aoS D i
heig h t to fi n d ups l o p e b e r m w i d t h: `` ' o p 6 a '�
� �� x - -�feet �
e. Multiply rock layer width by 3 �
landslo e to determine dro in elevation; F -: Downslope wdth�_ �
P P Absorption�dth i •
� x '`� %= 100 = � `' feet : . ;. .;: ,
, - : :.. :: . :
f. Add depth of clean sand for slope To�l�n�n io�r
difference (2e)at downslope edge, to
the mound height at the upslope edge
of rock layer (2b) to find the downslope height;
� ft + -� ft= 3-�' feet
g. Enter table with landslope and downslope berm ratio. Select
berm multiplier of ` I � '� ��
h. Multiply berm multiplier by downslope mound height to get
downslope berm width:
�� � ; x �� '�__ _ ;' � feet BERM SLOPE MUL'TIPLIERS
i. Compare the values of step G.1 ! ''
and Step G.�YI � �t' Land DOWNSLOPE UPSLOPE
Slope berm maltlpliers tor variout berm multlplfas for various
Select the greater of the two values as the +o% ������� �5����e�
downslope berm width; 1 ';? feet
j. Total mound width is the sum of � a� 5� � � 4 5 ' �
0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0
upslope berm (G.ZC�� � 3.09 4.1� 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� 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 3.30 4.54 5.88 732 8.86 2.75 3.57 4.35 5.08 5.79 6.45
! ;�> ft +,�_ft + �_ft = � �) feet 4 3.41 4.76 6.25 �.s9 9.r_ z.6a 3.as a.i� a.sa s.a6 b.o�
k. Total mound length is the sum of upslope 5 3.53 5.00 6.67 8.57 l0.77 2.61 3.33 4.00 4.62 5.19 5.71
berm width (G.2d) plus rock layer length (D.3) 6 3.66 s.26 �.,a 938 ,Z.o� z.sa 3.23 3.ss a.a� 4.93 s.4�
plus upslope berm width (G.2d); 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13
,�U {t -�- � S ft + �,Q_ft - "� �� feet 8 3.95 5.88 833 1I.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88
�� }. r� S ,� � .� �rJ �� 9 4.l 1 6.25 9.09 I3.04 I8.92 2.36 2.94 3.45 3.90 4.30 4.65
,�,�� 10 4.29 6.67 10.00 I5.00 2333 2.31 2.86 3.33 3.75 4.12 4.44
Fina1 Dimensions. I1 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 I2.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08
;� � X /o � ���.
PUMP SELECTION PROCEDURE
A. Determine pump capacity:
Gravity Distribution
1. Mizumum suggested is 20 gpm
2. Maximum suggested is 45 gpm P�rfonhon Dt6�,ug�s in crNt
Pressure Distibution Head Perforation diameter
feet inches
3. a. Select number of perforated lateraLs �-� �/32 1/4
b. Select perforation spacing= 3 feet. 1.oa o.56� 0.�4
c. Subtract 2 ft.from the rock.layer length. z ob o.so �a4
�S -2 ft._�feet. �
Rock Lyer lensth
d. Determine the number of spaces between perforations. a Use 1.0 foot single homes.
Length perf.spacing=�ft.+ ? ft,_�spaces b Use 2.0 feet for anything else.
e. ��`- spaces+1 = �l perforations/lateral
f. Multiply perforations per lateral by number of laterals to ��„,��.,�
get total number of perforations. � x �a �r� _ � S perforations.
g. � x ��_�gpm.
SELECTED PUMP CAPACITY y � gpm
B.Determine head requirements:
1. Elevation difference between pump and point of dischazge.
�feet
2. If pumping to a pressuse distribution system,five feet for pressure �''�°@'��Sn«^
required at manifold if gravity system,zera a":"�`•Q' =.
�_feet T��v�a����
3. Friction loss
� a. Enter friction loss table with gpm and pipe diameter. ,�,� ��„tia,��,!„K
Read friction loss in feet per 100 feet from table(F-14). P'�`
F.L.= a• � ft./100 ft of pipe � ���� �
. ._.._...._ . ':�i-'l
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 hmes pipe length=
J c�o x 1.25= ac�o feet
Friction Loss in Plastic Pipe
c. Calculate total friction loss by multiplying Nominal
friction loss in ft/100 ft by equivalent pipe length. pipe dia.
Total friction loss= a• `l x ac�� +100= � feet
F1ow Rate 1.5., 2„ 3��
4. Total head required is the sum of elevation difference, ��
special head requirements,and total friction loss.
20 2.47 0.73 0.11
�+ � +� 25 3.73 1.11 0.16
' (1) (Z) (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 60 5.60 0.82
65 6.48 0.95
70 7.44 1.09
1. A pump must be selected to deliver at least
'-1� gpm (Step A) with at least �feet of total hea�i (Step B).
S�P TESTING� �NC. Steven B. Schirmers • MPCA �ert.No. 627
951 Katydid Lane NE • St. Michaei, MN 55376 • (612) 497-3566
FAX • (612) 497-5011
State License#394
�.OGS OF SOIL BORINGS
Steiner & Koppelman
Lot 5, Block 1
Crystal Bay Preserve
Orono, Henn. Co., MN
Borings completed on 9-7-00, with a hand bucket auger.
BORING NUMBER 1- Elev.973.1 - MOTTLED SOIL AT 28" - no standing water present
in boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 16" Gray brown loam 10YR 5/2
16" - 28" Brown clay loam 10YR 5/6
28" - 34" Rusty brown clay Ioam 10YR 5/6 - mottles 7/1,6/8
34" - 48" Rusty gray brown Ioam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 2- EIev.973.0 - MOTTLED SOIL AT 28" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Gray brown loam 10YR 5/2
18" - 28" Brown clay loam 10YR 5/4 �
28" - 32" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8
32" - 48" Rusty gray brown sandy toam 10YR 6/3 -mottles 7/1,6/8
BORING NUMBER 3- Elev.968.9 - MOTTLED SOIL AT 26" - no standing water present
in the boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 18" Gray brown loam 10YR 5/2
18" - 26" Brown clay loam 10YR 5/6
26" - 32" Rusty brown clay loam 10YR 5/4 - mottles 6/8
32" - 48" Rusty olive brown loam 10YR 6/3 -mottles 7/1,6/8
Soil borings cont'd.
�ORING NUMBER 4 Elev.967.7 - MOTTLED SOIL AT 34" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 20" Dark gray brown loam 10YR 5/2
20" - 34" Gray brown loam 10YR 5/3
34" - 48" Rusty olive brown loam 10YR 6/3 - mottles 7/1,6/8
BORING NUMBER 5- EIev.970.1 - MOTTLED SOIL AT 36" - no standing water present
in the boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 20" Gray brown loam 10YR 5/2
20" - 36" Brown loam 10YR 5/6
36" - 48" Rusty olive brown loam 10YR 6/3 -mattles 7/1,6/8
BORING NUMBER 6- Elev.973.3 - MOTTLED SOIL AT 28" - no standing water present
in the boring.
0 - 14" Topsoil dark brown loam 10YR 3/2
14" - 22" Brown loam 10YR 4/3
22" - 28" Brown loam 10YR 5/6
28" - 32" Rusty brown loam 10YR 5/6 - mottles 7/1,6/8
32" - 40" Rusty brown sandy loam 10YR 5/6 - mottles 7/1,6/8
40" - 48" Rusty gray brown loam 10YR 6/3 - mottles 7/1,6/8
2
CERTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by�-P Testing,Inc. on 9-8-00 starting at 10:40am.
Test hole location Lot 5,Blk., l,�stal Bay Preserve, Orono.
Test hole number�. Date test hole was prepared -9 7-00•
Depth of hole bottom�2 inches. Diameter of hole C inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Gray 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 �7-00,2:30p.�n. Depth of initial water filling is in h above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�thon.
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 er inch Remarks
10:30 refill 6
10:40 10:55 6 3-5/8 4.1 15 min
11:02 11:17 6 3-1/2 4.3 15 min
11:18 11:33 6 3-7/16 4.4 15 min
11:43 11:58 6 3-3/8 4.4 15 m i n
Percolation rate=�minutes per inch.
CERTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 9-8-00 starting at �0:41am.
Test hole location Lot 5 Blkl,C�ystat Bay Preserve, Orono
Test hole number�. Date test hole was prepared 9-7-00.
Depth of hole bottom�inches. Diameter of hole 6 inches.
SOIL DATA FROM TEST IIOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Gray brown loam
Method of scratching sidewall is k�nife. Depth of gravel in bottom of hole is 2 'mches. Date and hour of initial
water filling 9-7-00,2:30pm. Depth of initial water filling is 2 in h above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si.phon.
Maximum water depth above hole bottom during test is 6 inches.
Measurement, Drop in water fevef, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
10:30 refill 6
10:41 10:56 6 3-1/2 4.3 15 min
11:01 11:16 6 3-1/4 4.3 15 min
11:19 11:34 6 3-3/16 4.7 15 min
11:42 11:57 6 3-3116 4.7 15 min
Percolation rate=�minutes per inch.
CEKTIFICATION N0.627
STATE LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing,Inc. on 9-8-00 starting at 10:42am.
Test hole location Lot 5,Blk. 1,Csystay I Bav Preserve,Orono.
Test hole number 3. Date test hole was prepared 9-7-00.
Depth of hole bottom�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 knife. Depth of gravel in bottom of hole is 'n h . Date and hour of initial
water filling 9-7-00, 2:30pm. Depth of initial water filling is 2 in h 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 6 inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes er inch Remarks
10:30 refill 6
10:42 10:57 6 4-3/16 3.6 15 min
11:00 11:15 6 4-1/8 3.6 15 min
11:20 11:35 6 4-1/8 3.6 15 min
11:41 11:56 6 4-1/8 3.6 15 min
Percolation rate=�,6 minutes per inch.
CERTIFICATION I�I 27
STATE LICENSE N�4
PERCOLATION TEST DATA SHEET
Percolation test readings made by S-P Testing, nc on 9-8-00 starting at_10:43am.
Test hole location i,�t 5,Blk�,...�ryctal Bav Preserve, Orono
Test hole number 4. Date test hole was prepared 9-7-00.
Depth of hole bottom�inches. Diameter of hole�inches.
SOIL DATA FROM TEST HOLE
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Dark 9ray brown loam
Method of scratching sidewall is knife. Depth of gravel in bottom of hole is in . Date and hour of initial
water filling 9-7-00,2:30pm. 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 s�phon.
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 er inch Remarks
10:30 refill 6
10:43 10:58 6 5 3 15 min
10:59 11:14 6 5 3 15 min
11:21 11:36 6 5 3 15 min
11:40 11:55 6 5 3 15 min
Percolation rate=�,0 minutes per inch.
PERFORATEO IOAMY SAND CAP -
LAYER OF GEOTEX7ILE
��,��:�.__ ` LATERALS FABRIC PERFORATEO �ATERAI.
....
���,, r^—~ ��� GRASS COVER 6 INCHES
SANDY �onrn soi� ,` '� �• �� �"::�.''"'�'�.,fi�; TOPSOII. -' ,-
, , .' i��r' ��'•^ •• CLEAN SAND FILL
�� �'./. / I .,S;f 2. —'' , .
�' � �� ;.Y MAXIMUM SLOPE—� -
� �'� . t��, J TO I " '—
IAYER OF GEOTEXTIIE �. ���� ,�•'z� �� ;' -�y� EAN.ROCK ^ 4`_
FABRIC OR 4 INCHES OF ''' ;�,,, .,�''.�� ,� ;. T���� PlAWEO oR s/� � 2'/r INCHES
NAY COVEREO BY �.� ' / ' . ,�� �' 0�5►cE� SURFACE _ /•s�o
BUILDING PAPER }``�,' }' .�/ � X / ue5oi� • -
1�/z- OR 2� ,,�'��"" �' ���� � /� y� CROSS SECTION A-A
PIPE FROM PUMP�:':;��: ' � � if��" � ��
I,• �/ �_�/ .� •' �� /
� J P�PE FROM
3�•_21� • ��, �: /.�, �•.�: �r .I PUMPING CHAMBER
C�EAN F�OCK �`''. y�•'�� �� � �IVERSION FOR .
..:: ' %' ' ,�� � l� � .I� SURFACE WATER �
6� TOPSOIL�,'' /+,' W � �
/ Y
r.�•. ;' � •'• ' �/ `' / o _� _
� � � �� � i �
_�,��,,,,_, •, �'a` . r` /� 3 `�� . �; : : I� �
�j�.� . ,t ' /.�� � PERfORATEO : ; � (� .
_+ � �c,� '`, t-9•, i. A4AX . tATERAlS
�' � ( i � l
�:, — .:�� , ; i 1 .
� ��(�{ �l�l. ' I^1j. .� H .
• � �� "�, . , �!� . � .� / �.P 1 � , , � I
' . S� �, � ,.:.: � ::;;;,;;.:::'.�:�J;�,;• 1 � � , I�
S �IEqN �p� :_•.-.. .,:�_, � � •••�;s�'�;r;.: • . I ; ? 3 = :
q ..:. ,.. ��s;,��.:r� .
tio F ' .. 36�� .�,.? .�.,,, ; , , � .
BED AREA. I � „� v
l 0 E� Y z�. L=� • ��,;�,: � , � W .
� � 8Rp A �R .� �.��.;`..:., �—
►y ��•• �----�; � .., -
�P � '.����' '��•- ~--... . � t � � •—
:•i •-•• �
eqR'�aru� �-�-... A — , � ; W ; � m : A
�ER �AYFR ^�� _ — — ' — .
I x ; x ;
� � i ' z ; I t
� I
o�...o '
• INCHE I � � � � � INCHES -_
LAYOUT OF PERFORATEO PIPE LATERALS FOF2 _ ( � ; ; �
PRESSURE DISTRIBUTION IN MOUNO • ; •
'_I
� �—'— — —'
PERfORATEO PLASTIC PIPE _ p�KE_____�_t10 FEET�_p�KE
MAX.
� • TOTAI WI�TH . �
� PA��yG . •1�•,• 1
�ONR ENTER.NP RFORA�TION• RfpRAr�O�'� S I . .� .
END SiZE ►raY eE �i�c: 'hz; �•• �S PE P�AN vlEw
VIEW pp �q: !6
---- ----
. _ - -
2 MANIFOLO �p pERFORATION OF A PERFORATED LATERAL
PIPE »
Grosf Cera
PEFiFORATI0N5 ON BOTTOM 0�
P�ASTIC PIPE
� i TewoH
�� �� '_ _ �.q
- 40•• \ __:� , •.'''loaiwr Sow to�..�:•�.`'• ,�Yrh�:�t�a���� Fob�Ic (or rarV.�
=s(ALTERNATE LOCATION � � '.��n�� ��p,p.rj�O"GOY�`d
OF PIpE FROM PUMP)
• Pula lion Wd1eJ Herltonlaly
/ ` . •• �Nlo D Ww Top .
. END CAP y�� ` •r�/�Plu� —A1 L�oal 12�to Eda•
/ ERp \� a Fi.ie R« w. �. . ' '.- o� R«k �y..
D �pr :: . :�_ . -< ` P..�«o��a,.'taco�.a e�
� 1E eou«� or Le�.ro�
�% of pERF�R� Pu►+wi G CNAM�R • _� C l�on s«a u,r�
\ /�f NGrN . �°:°P«i�a`s°w�Les�«�n.a
F-R
.;
REDWOOD, CEDAF� OR
WATER TIGHT � LOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) '
PLUGS OR EI.ECTRIC CONNEC710NS---- �'ALL ELECTRIC CONNECTIONS Ml10E
� INSIDE BOX
2" PVC CONDUIT SCHEDULE 80 6.SPT LOOP OF POWER CORD FOR
MANHOLE COVER CHAINED 9� LOCKED SETTLEMENT
SEALED MIWHOLE RINGS T
FINAL GRADE
�• AT LEAST 12� ' '�
� BELOW GRADE
UNI ON
WIRE FROM POWER SUPPLY
- ' PIPE IS LAID ON A UNIFORM SLOPE FROM
� /}� , fOR PROPER NORAINBACK IL TREATMENT l�ftEA
SEALED TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN
UNION. TO GET ELEVATION FOR ORAINBACK,
PLASTIC ROPE OR CHAIN A �/4 INCH WEEP HOI.E MUST DE USEO
WITH ANCHOR--� — YyEEP HOLE
ALARM FLOAT ON SEPARATE
ELECTRICAL CIRCUIT
NOTES� ELECTRICAL WIRE FROM POWER SUPPLY
. S�RT �V�..,9_— L _ MUST NOT RUN OVER ANY TANKS 9UT
�7 r - MUST BE LAID BESIDE OT11ER TANKS
3^.J J `� AND K�UST BE P�l10ED IN CONDUIT
ALONG POST __
SHUT_O�F L,E��Q_ _ __ _ _ EIECTRICA� CORDS FROM PUMP ANO
FLOATS MUST BE RUN THROUGH
CONDUIT. WIRES CANNOT NAVE GROUND
PUMP CONTROI FLOAT CONTACT.
��� :
�
Figure F-8
.
METAL
COVER
�� _.�.. .� _�. �� � ��. _y
, ;. ,. � .
�� 19 ' �� ' '
.v:,.
' '.Y.
1 .�_.. f: I .
I > i I
I � ; I
� �iG, � •.••-••,;,.: I
f��.i�__ .- -- I
CONCRETE ,-,+�'
MANHOLE '
RING
METHODS OF SECURING MANHOLE COVER TO PREVENT
UNAUTHORIZED ENTRY
Figure C-14
� --- ..
� ,�� VERTICAL SIDE�ALL SEPTIC T�1K -�
�—FINISHED .GRADE
`� AT LEAST
��AT �EAST 6�TO 12" SOIL 4" DIA.�
4" DIA. COVER
� AT LEAST I" ' � AT LEAST I"
Mir! �.. �:,•.•�...
. �.... � �
, Q OIMENSI NS FOR TANKS WITH VERTICAL SIDES A
___�_ T l _.
— WIOT-hl� W 24� MINIMUM .—
LENGTH' l 2 TO 3 TIMES THE _WIDTH _
� OIAMETER 60� MINIMUM r.,_ ;
� � DEPTH� D 30' MINIMUM: 78__MAXIMUM C �
— � 0.2 � ,
� - •AT LEAST g � ���.6'_MINIMUMj_0.2 D MAXIMUM _ 6« _
3" � 0.4 0 � .
_. .__.---� •-AT �EnST 4 FEET--- -� -�
wifs: �
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(11Mf1Nt'��NIU LC1CA1 f D N'i 11 IH�f LE I Or Kl 1 NiK s
w�`i • e. :[ruv�ic�+uat�v+cEOEiwECNF.►ruU°r+�Etrrf.nr+u
�. iwer9KCtq��r'fO�n1Wll�wi:�KSM�IEit NEN1f5T1'O+�IONMlflE6►WlUEN�l.EBlt�vwtwG4s
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MEASURE SCUM AND SL.UDGE ACCUMULATIONS
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DATE �^ TIME
CITY OF ORONO CALLED IN ��3�
INSPECTION N TICE SCHEDULED ! - O-t)0 � �
PERMIT NO. 30 COMPLETED _IC�'�� -°t � � 3U
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lL 01 FOOTING 11 MECH NICAL RI 18 EXCAV/GRADING/FILLING
� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 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
J 07 DtMO-FINAL �-_ 15 SEPTIC WSTALL. .�._::._� 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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[7 INSPECTION REQUIRED.CALL TO ARRANGE ACCESS.
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Inspector.
White Copyllnspector's File Canary CopylSite Notice
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DATE TIME ,� ,'
CITY OF ORONO CALLED IN i0��1,-� i Z:� "
INSPECTION OTICE SCHEDULED li�ra��44 �D,C�(�
PERMIT NO.��0 b 7 COMPLETED �--a7-ac� l�
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� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 21 COMPLAINT
J 07 DEMO-FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
= 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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Call for the nex ' spection 24 hours in advance. 249-46��
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Inspector. �, �✓
White Copyllnspector's File Canary CopylSite Notice
/
�
DATE TIME
�'J
CITY OF ORONO CALLED IN
INSPECTION OTICE SCHEDULED /j��-��7?'�� ���v
PERMIT NO. COMPLETED /t�''G7�C�� Z.3�'
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�
03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION
Z
Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS
� 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPIAINT
v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL
� 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL
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Call f r next in e tion 24 hours in advance. 249-46��
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Inspector.
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITYOFORONO CALLEDIN I�-'Zvy`'"�
INSPECTION NOTICE SCHEDULED �-►-� v �' � �
PERMIT NO. �vjO6 � COMPLETED -2�'�' ..����d
ADDRESS �S `�� �`'�- ���
OWNER CONTR. C''� N � �� �-
TELEPHONE NO.
� DESCRIPTION
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� 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS
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03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL
� 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-FINAI. 15 SEPTIC WSTALL__,. 22 FOLLOW-UP
� 09 PLUMBING RI 23 SEPTIC FINAL � � 35 HARD COVER REMOVAL
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Cali for the next inspection 24 hours in advance. 249-460�
Owner/Contrac�r on site:
Inspector.�!�� � �Q�J
White Copyllnspector's File Canary CopylSite Notice
DATE TIME
CITY OF ORONO CALLED IN
INSPECTION I�OTICE. SCHEDULED 7- ����tI (0`.c'+C
PERMITNO. P����'� COMPLETED �—l�'C 1 (O'-� V
ADDRESS �b�5 ��e� !�.J^ '�� , � .
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TELEPHONE NO.
� DESCRIPTION 5 e� � �� � -��� .
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Z04 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
� 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP
= 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL
J 10 PIUMBING FINAL �/� 36 FOUNDATION/REMOVAL
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Inspector. �Q."�
White Copyllnspector's File Canary Copy/Site Notice