HomeMy WebLinkAboutseptic info CITY OF ORONO Date
ADDRESS � Connected to
CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer
Address �G'� OXfo� re�i`�p Property 1.D. [JS-I�� � 2� `7/ �n� WELL DATA
O Standard trench f + �,y I
�'Mound Lo r / b'tcx�c 1 '`� � ?
Systemtype ❑ Other LegalDescription 57/�1.f�caS 2a.� P�7�i.� �;� p �
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Permit No. by3c� �v�3C?C-� Date of permit �'zi-�� -� �f3' Installer �AaS � H�4AS �n�� � >> xf O
d
No. Bedrooms Garbage � c, I
Building type `� •
,�'�SIDe�1 LCs or GPD 3— " Laundry X Dishwasher Disposal -o o �
E a
d
SEPTIC TANKS: Material �i�-�C,QST ��rJL . Capacity 1) 12�D � 2) �ZSZ7 ° � ; 'o
•3 w�F'un�,� � � a
�
Proper outlet and inlet O IL Baffles O!L iqu de h to RO level �� 't
� 0
/ / y m
Height of ta�k bottom above water table � stanc to n a est building /� � ,n � �
al �
DRAINFIELD: Total�ength of lines 3X s� ' T Num er f lin Trench width /dXS—O
LI .CoC.,�[ r3e'.� �n - ,.
Total treatment area(sq.ftJ � , eig f � fiel�above water table ..3, "� � �\1 ��
1-�,i '� . � � �
L y � CK C1�'`"�2 �
J
Type of filter material '�"�" ' type ��� ��? �-�"`� L�'�� c��, � ^�
i "
� i / L V-
Distance from nearest bldg. �� Ti e size y . r'G perc rate ��T'�� 2 ' 3� min/in ° � � c
Zi� + (';ct>S;.trz.r >rs'r• h� �r� � � � � �
Depth of fill over drainfield � Depth of rock over tile 2 under tile — � a y "
E c
p a U �
Z - �r�un�p =�YS r�✓u S /�xsa �c,e ge� �Z No%C:vn..��c'r�}j�Fa� Furu.e� �+se,
LOCATI ON
INSPECTION RECORD PUMPOUT RECORD SKETCH
DATE COMPLIANCE DATE GALLONS
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C— CONFORMING S—SUBSTANDARD N —NONCONFORMING 3) North arrow ana rua..
5��-�' 1-/�s�ro,e� oF .s i'sT� /�v r3r.1�c.-���w.��:-, Fic.E
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 / , �nn�5�� �-J ADDRESS �/S C/X�T�i'L7 FL4i
PERMIT NO.'S. DATES � - . -� CONTRACTORS � �
.
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
IThis is � an existing system ❑ new construction)
� � Meets or exceeds current City standards in all respects relating to design,construction,and locetion.Appears to be operating
properly.
� 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generaliy in accordance with previous codes.System appears to be functioning properly;no major
upgrading of the system is required at this time.
� 3 Does not meet current City standards in many respects relating to design,construction,or location.Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
� 4 System may or may not meet current City atandards for design,construction or tocation, but is failing to properly treat and
dispose of the current input,and is e�dangering 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 necesaary,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)
Tank inspection indicetes: ❑ Inspection pipe is located directly over tank beffle.(Does not
❑ Pumpout not needed at this time. give accurate measurement of solids accumulatio�.) If tanks
❑ Solids eccumulation in tenks 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 now.
❑ Solids accumulation in tanks ia at a critical level. Tanks Drain ield 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 eviden�of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. ❑ Drainfield is satureted and visibly discharging untreated
�Inspection risera missing—tanks could not be inspected, effluent to the surface. This condition may require replace-
Inspection risera (4"dia.pipe)must be installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown,
SITE CHARACTERISTICS:
Limiting Site Factors Pote�tial for System Failure Site Capabilities for
❑ Slope (�pends on soil types,water Futu e Expansion
❑ oil table,and system condition) Adequate
�HHigh water table q Low air
❑ Lot size ��..NAedium ❑Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑System is causing visible
surface discharge.
COMMENTS:
�=��9f
Date of Inspection eptic Syst m 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 certify that an existing system will continue to function properly,but is merely an opi�ion 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
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