HomeMy WebLinkAboutSeptic info � O�
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;�;��� ,� � CITY of ORONO
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�,t �11;;�`������.�G Street Address: Mailing Address:
`9�t'Eg�gO�' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: �nbCf'1 �l�h�n.a Address: 3200 Bayside Rd.
Permit #'s: 1887 Dates: 6/11/89 Contractors: American S & W
(This is [ xJ an existing system [ ] new construction) .
COMPLIANCE (1-3) : 1
�1 Code Sy�tem: 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.)
NDI 5
5 Pumpout not needed at this time.
6 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.
S 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 by the licensed pumping contractor. If the tanks wexe not confirmed to be
watertight, this classification is subject to revision.)
IELD CONDITION (11-14) : 11
(]�rainfield 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.
PnTFNTTAT FOR SYSTEM FAILURE• (system age and condition soils etc.) : low
COMMENTS: Your 5 year deadline to connect to municipal sewer is approaching. Connection to the
sewer must be made by 3/24/98.
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Date of Inspection S p ic 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
SEPTIC SYSTEM INVENTORY
Address: 3200 Bayside Rd. PID: OS-117-23 14 0007
Building Type: residence #BRs/GPD 3 Systems/unit 1/1 ;
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Permit#: 1887 Date of Permit: 6/11/89 Installer: American S &W
System Type: trench w/curtain Appliances: lndry,dshw �
SYSTEM CONDITION
Conformity: 1 Tank Condition: 5 DF condition: 11 Failure Pot: low
SEPTIC TANKS
Material: precast concrete Capacity: 1000, 1000, 1000
Setback to Bldg: 45
DRAINFIELD
Length of Lines 400 #Lines: 4 Trench Width: 3
Treatment Area: 1200 Type of Filter: rock
Tile Size: 4 Under Tile 6 Perc Rate: 44
Setback DF-Bldg: 60 DF Ht above Wt: 3
Soil Type: loam Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 50 Well-DF: 75 Report in File: y
Pump Type: subm. Depth: 150 Diameter: 6.25 Method: drilled
� INSPECTION RECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
6/11/89 installation 1 5/1/92 1000
6/11/91 no surfacing-pump tanks 1 2/13/95 1000
7/24/97 no surfacing-hookup by 3/24/98 1
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