HomeMy WebLinkAboutseptic info CITY OF ORONO Date
ADDRESS � Connected to
CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer
� J c'� ��t��� �I �i � ` � LZ �.X:,.i , WELL DATA
Address — �` � / " Property I.D. �t—/j�' a �3 I
O Standard trench L�i3 �� 2 I
O Mound (/ �
System type C) Other Legal Description 7Z�Lf7 /GvC% �T.%c} p
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Permit No. !��/v E Date of permit — Installer � � O
No. Bedrooms Garbage � d (
A IBuilding type ���i��.3( � or GPD � Br 'f �aundry Dishwasher Disposal � o 0
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SEPTIC TANKS: Material Capacity 1) 2) ° � c
�o
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Proper outlet and inlet Baffles Liquid depth to RO level � �
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m
Height of tank bottom above water table Distance to nearest building � m
0
DRAINFIELD: Total length of lines Number of lines Trench width �
Y
C
Total treatment area(sq.ft.) Height of drainfield above water table �
U
Type of filter material Soil type d ^•
N d
E t =
Distance from nearest bldg. Tile size Perc rate min/in ° a d c
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u `m
Depth of fill over drainfield Depth of rock over tile under tile � a „ "
p a V �
� LOCATION �
INSPECTION RECORD PUMPOUT RECORD �� SKETCH �
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DATE COMPLIANCE DATE GALLONS
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Include: 1) Well location
2) Distance from house to
septic tanks,dist.box,
and drainfield
C— CONFORMING S —SUBSTANDARD N — NONCONFORMING 3) North arrowand road
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SEPTIC SYSTEM INVENTOR Y ��
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Address: 3825 Sixth Ave. N. PID: 32-1 18-23 22 0003 "�
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`�:� Building Typeresidence BRs Install'd for: 3 In Musa: No �
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�' Permit#: 4462 Date of Permit: 6/30/92 Installer: Volkenant �
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System Type: mound Experimental: no Tank Filter: ����;
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, SYSTEM CONDITION �
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Conformity: 1 Tank Condition: 6 DF condition: 11 Failure Pot: low �
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t SEPTIC TANKS �
� Material: precast concrete Capacity: 1000, 1000, 1000 �
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Setback to Bldg: 70 Cesspool: no �
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DRAINFIELD �`�'
�� Length of Lines: 120 # Lines: 3 Trench Width: 10 ��
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�;;'' Treatment Area: 85*50 Type of Filter: rock,clean sand Soil Boring: yes ��
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�;� Tile Size: 1.5 Under Tile: 9 Perc Rate: 65.5 '�
�W' Setback DF-Bldg: 70 DF Ht above Wt: 3 �
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� Soil Type: clay loam Limitations: water table �
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WELL DATA �
Setbacks - Well-Tanks: 90 Well-DF: 70 Report in File no `��'
Pump Type: Depth: Diameter: Method: �
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INSPECTION RECORD PUMPOUT RECORD ;�
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.r ; DATE DESCRIPTION COMPLIANCE DATE GALLONS ,�
7/2/92 installarion 1 �
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�;I, 10/28/93 no surfacing 1 4�;
7/24/96 no surfacing 1 ��
10/20/99 code system, no surfacing, pump tanks 1 '`;�
10/10/02 no surfacing,pump tanks code system �
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��� � � CITY o� UIZONO
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� � ' �'`� G " St�eet Address: Mailing Address:
-��9.kEsxp'4�� 2150 Kelley Parkway P.O. Boz 66
� - --..-..- Orono, MN 55356 Crystal Bay, MN 55323•0066
To: The Current Owner of Address 3 c�S� � S � �"�'�'"�`�
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City Ordinance requires that onsite sewage treatment systems in Orono be
inspected on a periodic basis. The onsite sewage treatment system at the above
address has been inspected and the following is known about the system. A
sketch of the known components of the system is available for most properties at
the Orono City Hall.
Imminent Public Health Threat
Yes �No
If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10
days of receipt of this notice. The septic system must be brought into compliance
within 90 days. Failure to do so will result in referral to the City Attorney for
legal action.
System Identified as Non-Compliant
Yes
No
If yes, system must be brought into compliance by:
December 31, 2007
December 31, 2010
Other
Septic Tan�k(�ump out Needed
Yes �
No
The City recommends the septic tank(s) and/or lift tanl:be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
/l,�c� '-P��: . The tank(s) should be cleaned through the manhole and
not through the inspection pipes, this allows for proper cleaning.
Gomments:
�
Inspector 3 Date of Inspection l'^ � �
'�'elep�one (952)249-4600 � Fax(�52)2�9-46fl�fi
w'rvsa'.ci.o�'ono.mn.us
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��-�- CITY of ORONO
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�°��:�� .��, �,�G street Address: 9sa-�49-�160 o Mauin�Address:
,�gHO 2150 Itslley Paricway P.O. B�c 56
tlrono, MN 55356 Cr�rstat�y, MN 55323-0066
To Current Owner: Address: 3��� S'X�` /4�t, ��
City Ordinance 199 requires that each existing on-site sewage treatm�►t system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into�e categories checked below.
BYSTEM CONFORMITY (1-3): , , _
(1 )"CODESSYSTEM"An ISTS which me�s all the location,design and conslruction afan�rds of tlie c.�rreut Orono Municipal Code.
�i
2 "COMPLIANT SYSTEM" An ISTS wlrich dces not�aet all the location,design and construction standerds of the caurmt Orono
Municip�l C.ode but does mcet the thrce foot se.pmation requir�ent�two Eoot requurmeat for systems instslled 1996�earlier,�d
wlvc�is not fa�7ing or an inmvinent Wreat w public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohbitea LS1s;an IS�rs located w;thin a aesignatea loo-year 800a plain,any rsTs whic��y
or may not me�all the tocarion,desigio,or cons�ucxion st�n�rds of ihe ciure�nt Urono Municipal Code and wtrich is failing for any
reason;ffid any ISTS with kss ihan ihrae fee#of unsa�uatod so�7 or ssnd bd.ween the dishy'bution device and the limiting soil�aistics.
TANK CONDTTION(5-7): �
Tank inspection indica#es:
�P�um�pout not needed at this time.
l 6 �6entic tanks must be pumped out ttus year (city code recomme,nds fianks to be pumped out once every 3 years.
`J Tank was last P�P�. �-
Make sure seatir taeks are na�aed t6roa¢h�se6ole and eot throu�white iosHe�ion uiaes. Tl�is allows for t6e nroaer
cleaai�s. Keea waber softaer aad iron�'�ter dischar¢e oet of seatic svstem to oroloag life ef drai�field. Ask ou�uer to test
aiarm float te verif�+nlarm�sti11 worltiae ia voYr bouse. T�C BIiI'�Wat'6S�W9C!'�xt SCD�E�Al/Olit t0 biCICOD 1et0 bflSC�Cot.
7 Inspection riseis missing-tanks could not be inspec�ed. Inspection riseas{4"dia pipe)must be installed in each tank If
tanks have not b�n puinped out within the last three yeazs,they should be pumped out now.
D IELD CONDTTION 8-10 : -�
8 ' eld is dry,no surfacing eviden#.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibiy discharging untreated effluent to the surEace. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
co�NTs: 1`'�uv�� �oo�S oX _ �Wti -St }�� �,�cS sv�ric.-
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1 p -�-o'-� G�rv� ��
Date of Inspection Matt Bolte�man- S�tic sYstem Ins�tor
Note: In tbe cveat 1Lat this inspection re,��ort is used�o satiafy We ra�t�f�a mortgage or o1f�a transfer of propexty,be advised Wat this report dces
not guarantee o=cdtify that�existing aystem w71 continue to fundion properlY>but is;metdy �opiniom of We adequacy of We systar►uades curr�t '
conditions based oa the ava�lable�o�mati�.
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������ �ITY of �R011T0 �
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�g�'.�• „� .�,`O.Q„'�Y Street Add�ess: MaAin�Addrassc
��88 . 2150 Kelley Parkway P.O. Box 66
Orono, h1N 55356 . Crystal Bay, M,`1 55323•006
. 95d-�49-4600
To Current Owner: Address: �ga� S 'X�� � .��� �/-
Ciry Ordinance 199 requires tliat each existing on-site sewa�e treatment system in Orono be inspected every two years.
The on-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below,
SYSTEMCONFORMITY 1-3 : �
1 "CODE SYSTEM"An ISTS which meecs aIl the location,duign and construction standards of the eurrent Orono i�iun3cipal Code.
2 "CO�LIANT SYSTEM" An ISTS which dou nat meet all the location.daign and construction standuds of the eurrertt Orono I�funicipal
Code but does meet the three foot separation tequicement o�two foot rcquirement for rystcros installed 1 S96 or earlier.and which is not failin�or
-"an imminent threat to pablic health or safery.
3 "NON-CO�iPLIANT SYST'El�i" A prohibited iSTS;an ISTS located within a daignated 100-yoar ftoad plain,any ISTS which may
or may not meet all the location,duign,or construction standards of tJu current Orono biunicipal Code and which is failing for any reason;and
any ISTS with Ieu than ttuce feet of unsaturated soil or sand between the distribution device and the limiting soil eharacteristia.
TANK CONDITION(5:71: C ��
Taak inspection indicates: � . . .
5 Pumpout not needed at this time. �
Q Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped u^�'^�^ � .
�Iake sure sevtic tanI:s are pumoed throuah manhole and not thro�h�vhite insoection pipes
This allo�ti•s for the proper cleanin;.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be instalIed in each tank.
RAINFIELD CONDITION -1Q : �
8 Dninfield.�s dry,no surfacing evident. _
�:;�:
9 Some evidence of surfacin„not critical yet. �, �
10 Drainfield is satunted and visibly dischazging untreated effluent to the surface. Contact the City Inspector
immediately.Repa'�rs must be completed within 90 days.
CO�Ll�1ENTS: /''�o�',•� a� � t-.-` ��,�1�5 l 401� oK; u� Se +;� fi-�i�kS
7- S C: , ��V C �t� L v-}- i r�5 i�t-�Gn ' �S � f`i � on t�i��s �U�
J^� ccvt� w-� �� "� _ �
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Date of Inspection biatt Bolterman- Septic System Inspector
Note: In the event that this inspecdon rcport is used W satisty t1u rcquirements for a mortgage or other transfer ofproperry.be advised that this rcyert docs not guss.�.�
or cenity that an e:cisting system will continae to funetion properly.but is merety an opinion of the adequary of the system t:rsder eurrent conditians bised on tl:e avaitabi
intormation.
CITY OF ORONO � O�
Municipal Offices O O
Post Office Box 66
Crystal eay, MN 55323-0066 � � ON–SITE SEWA(;E TREATMENT
r�, �, INSPECTION REPORT
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�9kEsHo4'�
Owner:lYl�chQel /`t��A��EQ Address: �2$ SX�1 /�-1/�/� ( �$3S�S�
Permit #�'s: Z Dates: (� 3��Z. Contractors: ��keKa�-
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is �an existing system [ ] neW construction)
SYSTEM CONFORMITY C1-3): �
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM'�-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of instatlation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surtace Waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic j�has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identifie�this classification may be subject to revision.>
TANK CONDITION (5-10):
Tank inspection indicates:
Pumpout not needed at this time.
6 Solids eccunulation in tanks indicates they should be puriped out this year to help prevent future problems.
Solids accumulation in tanks is at a critical level. Tanks should be Fxmped out as soon as possible.
8 System is discharging to the surface. 7anks must be punped out within 48 hours to eliminate surface dischar�e.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pu�pout. If tanks have not been punped out within the last three years, they should be pumped
out now.
10 Inspection pipe is located directly over tank beffle (does not give accurate measurement of solids accunulation).
If tanks have not been pumped out within the last three years, they should be punped out now.
DRAINFIELO CONDITION (11-14):
a n �eld inspection indicates:
1 Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (sloce,setbecks.etc.): _—
POTENTIAL FOR SYSTEM fAILURE (deaends on soils.water table.etc J: 1 0 G✓
COMMENTS: s �
�
Date of Inspe ion Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certtfy that an existing system will continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the premises with the system locetion and pumping records.
WMITE COPY/Inspectors File YELLOW COPY/Homeowner
" �i' .7-P TESTING� �NV. 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
January 8, 1999
Michael Alexander
3825 Sixth Avenue No.
Orono, Henn. Co., MN
The existing system located on this property was determined to be classified as failed by
the City of Orono.
A Site evaluation was completed for a future expansion site. Soil borings#1 through#3
would support a standard pressurized mound system. The site is located south of the
proposed Co.Rd.6 and would require the supply line to go through the Co.Rd.6
easement which will require an easement agreement. This site is the only site available
for an on-site sewage treatmeM system for this property.
��`',-� � • .
Steven B. Schirmers
1
• !- S`P TES TING� �NC. Sfeven 8. 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
Michael Alexander
3825 Sixth Avenue No.
Orono, Henn. Co., MN
Borings completed on 12-98, with a hand bucket auger.
BORING NUMBER 1-MOTTLED SOfL AT 18" - no standing water present in boring.
0 - 10" Topsoil dark brown loam 10YR 3/2
10" - 18" Brown clay loam 10YR 5/6
18" - 36" Rusty brown clay loam 10YR 5/6 - motNes 7h,6/8
BORING NUMBER 2- MOTTLED SOIL AT 14" - no standing water present in the
boring.
0 - 8" Topsoil dark browr� toam 10YR 3/2
8" - 14" Gray browm clay loam 10YR 5/2
14" - 36" Rusty brown clay loam 10YR 5/6 - motttes 7/1,6i8
BORING NUMBER 3- MOTTLED SOIL AT 14" - no standing water pr�esent in the
boring.
0 - 6" Topsoil dark brown loam 10YR 3/2
6" - 14" Brown clay loam 10YR 5/6
14" - 36" Rusty brown day (oam 10YR 5/6 - motties 7/1,6/8
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�Pprcolotion Tests Scale� 1 ' �
r^,Soit Bor'u�gs 3�S a S Si xTH a��. tao .
�Bench Mork Cr�o�.a o �.•��.,1 . ���. C n .
tJote= This system is lo be constructed to meet
the Mnr�ew�o Pouution Contrd Agency S-P TEST/N6/ C.
Chapter 70R0 & Local Ordinance vfs�� fL.� �,���
"j Note : Check all underground utilities �dBr� �
Do:_ L/.3 f35, �-t.6�2-497-3566
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���;� � ����r,,,� � � � ��� CITY of ORONO
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� � ���� � �`� G�� Street Address: Mailing Address:
1,,� � �,�i;,
,$EggO�� 2750 Kelley Parkway P.O. Box 66
�=__=' Orono, MN 55356 Crystal Bay, MN 55323-0066
' ��I�Xan�'�
Owner��� ,..� Address:3825 Sixth Ave. N.
Permit #' s:4462 Dates:6/30/92 Contractors:Volkenant
(This is ,{�1 an existing system [ ] new construction)
`�rSTEM COMPLIANCE 1-3 1
1 Code System: Meets or exceeds current City standards in all respects relating to
design, construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction,
but in most respects appears to be designed, located, and constructed in accordance
with previous codes and is functioning properly.
3 Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the
current input; and any system with less than three feet of vertical separation
between the bottom of the drainfield and the saturated soil level.
(The saturated soil level �] has or [ ] has not been identified at this time. If the
saturated soil level has not been identified, this classification is subject to revision.)
K CONDITION (5-9) : 5
5' Pumpout not needed at this time
Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been
pumped out within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If_
tanks have not been pumped out within three years, they should be pumped out now.
(During the last septic tank Maintenance Pumpout the tanks [ ] were or [/�] were not
confirmed to be watertight Y>y the licensed pumping contractor. If the tanks were not
confirmed to be watertight, this classification is subject to revision.)
�NFIELD CONDITION (11-14) : 11
,�,� Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system acTe and condition, soils, etc. ) : low
COMMENTS:
j a�{=� _..� .i
Date of Inspection ep c System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue
to function properly, but indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510
CITY OF ORONO � O�
Municipal Offices O O
Post Offite Box 66
Crystal eay, MN 55323-0066 � � ON—SITE SEWAQ�E TREATNIENT
r$`,� h INSPECTION REPORT
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Owner: ���i/'K/I�( nl'e�L��p� Address: ��d�� �IJ�r//�1 tT✓��l(/I
Permit �'s: ��i�� Dates: b�o� Contractors: /�J'/C��'Y�YI�
City ordinance number 100 requires that each on-site sewage treatment .system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been tnspected and appears to fall into the category
checked below.
(This is J�Cl an existing system [ ] new construction)
SYSTEM CONFORMITY 1-3 :
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
uithout discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system uhich does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failiny for any reason; and any.system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting sotl characteristics.
(The limiting soil characteristic,�l has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identified, this classification may be subject to revision.)
TANK CONDITION (5-70): �'
T� inspection indicates:
(57 Pumpout not needed at this time.
l�l Solids accumulation in tanks indicates they should be punped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be punped out within 48 hours to etiminate surface dischar�e.
9 Inspectton risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed tn each
tank at next punpout. If tanks have not been pumped out within the last three years, they should be pumped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
lf tanks have not been punped out within the last three years, they should be pumped out nou.
DRAINFIELD CONDITION C17-14):
Dr nfield inspection indicates:
Drainfield is dry, no surfacing evident.
2 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
irtmediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE Cdepends on soils.Water table,etc.):
COMMENTS:
Date of Inspection e ic Sy e nspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
7his report must be kept on the premises with the system locption and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO �O�
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE SIRWA(;E TREA'1'NIENT
� �, INSPECTION REPORT
ti
��9k'EsHo�'�G
Owner: /"YtZ7 �/Q.�f�—►�Yr Address: �z��►O`.J . 7 h Tf12.. /V.
T•
Permit �'s: Dates: �l.Sb�/� Contractors: l�f/�G�ro1��
City ordinance nunber 100 requires that each on-site sewage treatment system in Orono be inspected on a regular besis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is [ ] an existing system �new construction)
SYSTEM CONFORMITY 1-3 :
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, end which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORM[NG SYSTEM��-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting so�l characteristics.
(The limitin� soil characteristic �has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identi ied, this classification may be subject to revision.)
TANK CONDITION C5-10):
T inspection indicates:
5 Pumpout not needed at this time.
Solids eccumulation in tanks indicates they should be punped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be punped out as soon as possible.
8 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar$e.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next p�xnpout. If tanks have not been puiped out within the last three years, they should be punped
out now.
10 inspection pipe is lxated directly over tank baffle (does not give accurate measurement of solids accunulation).
If tanks have not been pimped out within the last three years, they should be puiped out now.
DRAINFIELD CONDITION (17-74):
D field inspection indicates:
11 Drainfield is dry, no surfacing evident.
Sane evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING S1TE FACTORS (sloae.setbacks,etc.):
POTENT[AL POR SYSTEM PAILURE (deaends on soils.water table.etc.): �h/
COMMENTS:
Date of nspection Septic System Inapector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the premises with the system location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore o f
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay,MN 55323
473-7357
OWNER ► r w ��a��• �Y! ADDRESS �>� „���� �� /�
PERMIT NO.'S. �� DATES v CONTRACTORS `"'
City Ordinance No.210 requires that eech on-site sewage treatme�t system in Orono be inspected on a regular basis.The on-site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is �.an existing system ❑ new construction)
� � Meets or exceeds current City standards in ali respects relating to design,conatruction,and location.Appears to be operating
properly,
S���� "" � 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
y located, and constructed generally in accordance with previous codes.System appears to be functioning properly;no major
��� upgrading of the system is required at thia time.
� 3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating
I adequately at this time,but has a relatively high potential for future probtems. No major upgrading of system is required at
this time.
� 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and
dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION (m Checked items may require your action)
Tenk inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years,they
ed out this year to help prevent future problems. should be pumped out�ow.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield inspection indicates:
should be pumped out as soon as possible. ❑ Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
`' ,.�,f within 48 hours to eliminate surface discharge. ❑ Dreinfield is seturated and visibly discharging untreated
�j(��+-Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace-
�� Inspection nsers in eac ta ment or additions to drainfield. Contact the City Inspector
at next pumoou . t within immediately.Repairs must be completed within 90 days.
t e last three years,they should be pumped out now. �Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
❑ Soil table,and system condition) �Adequate
❑ High water table Low Fair
O Lot size Medium ❑ Poor
❑ Lake,wetland,or stream High ❑ Inadequate
❑ Drainage ❑System is causing visible
surface discharge
COMMENTS: � � �� r
h YabJ��1S•
�
-1�- „
Date of Inspection Septic System Inspector
Note: I� the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does�ot guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner