HomeMy WebLinkAboutseptic info SEPTIC SYSTEM INVENTORY
Address: 120 Orono Orchard Rd. S. PID: 02-117-23 21 0033
Building Typ residence #BRs/GPD: 3 #Systems 1 Units Billed 1
Permit#: 8732 Date of Permit: 10/16/86 Installer: Halstad Contr.
System Type trench w/curtain Experimental: yes Appliances lndry
SYSTEM CONDITION
Conformity: 1 Tank Condition: 6 DF condition: 11 Failure Pot: low
SEPTIC TANKS
Material: precast concrete Capacity: 1000, 1000, 1000
Setback to Bldg: 20 Cesspool: no
DRAINFIELD
Length of Lines 400 #Lines: 7 Trench Width: 3
Treatment Area: 1200 Type of Filter rock Soil Boring: yes
Tile Size: 4 Under Tile 12 Perc Rate: 51.4
Setback DF-Bldg: 46 DF Ht above Wt: 0
Soil Type: clay fill over clay loam Limitations: fill, water table
WELL DATA
Setbacks - Well-Tanks: 55 Well-DF: 60 Report in File yes
Pump Type: subm. Depth: 207 Diameter: 4 Method: drilled
INSPECTION RECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
10/20/86 replacement installation 1 11/1/87 2000
7/18/88 no surfacing 1 10/1/88 2000
10/29/90 no surfacing 1 11/1/89 2000
4/6/94 no surfacing 1 6/1/90 2000
7/20/98 no surfacing-pump tanks,including overfl 1 8/1/91 2000
10/1/92 2000
8/17/98 2000
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; CITY of ORONO •
ay ,
\� Municipal Offices
,t ' �, ,;4�� Street Address. Mailing Address:
`Hp 2750 Kelley Parkway P.O. Box 66
I / r (1 Orono, MN 55356 Crystal Bay, MN 55323-0066
owner: Lia- !S ��-�/ s� Address: 120 Orono Orchard Rd. S.
Permit #'s: 8732 Dates: 10/16/86 Contractors: Halsted Contr.
(This is an existing system [ ] new construction) .
�6STEM COMPLIANCE (1-3) : 1
416
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 is d' ] or is not [ ] identified under this septic system. If the
saturated soil level is not i ant fled, this classification is subject to revision.)
TANK CONDITION (5-9) : 6
4Pumpout not needed at this time.
Y Solids accumulation in tanks indicates they should be pumped out this year.
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.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(The tanks are [ ] or are not [ ] water tight or the condition is [ unknown. If the tanks
are not confirmed to be watertight, this classification is subject to revision.)eINFIELD CONDITION (11-14) : 11
Drainfield is dry, no surfacing evident.
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 age and condition, soils, etc.) : low
COMMENTS: Both.the septic tanks and the overflow tank must be pumped out soon.
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7—.020---C?g Al , lar /Ti ,/// .1
Date of Inspection ep-i 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 Office Box 66 1,, r
Crystal Bay, MN 55323-0066f Av ON—SITE SEWAGE TREATMENT
.{ INSPECTION REPORT
9ktsHo4'
Owner: LE.L / ?12197 Address: i.R9 Ore;019 OIrU� /2S ) 1-
Permit #'s: 2 Dates: /�A!�D Contractors: �la►15 d ( i c%c
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 Il an existing system ( ] new construction)
SYSTEM CONFORMITY (1-3): '
D "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 dis i o the n ire cur nt ewage input
without discharging any pollutants into ground or surface watersfl �jt, `��g
2 "CONFORMING SYSTEM"-A system which does not meet all the location, �r11 ig ,"and onstr cti-dh andards 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 soil characteristics.
(The limiting soil characteristic D4 has or I ] 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 (5-10): >
Tinspection indicates:
Pumpout not needed at this time.
Solids accumulation in tanks indicates they should be pumped 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 pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. 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).
If tanks have not been pumped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14): ')
Dp igfield inspection indicates:
(111 Drainfield is dry, no surfacing evident.
12 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 (slope.setbacks.etc.): )91/, Air
POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.): Le,
COMMENTS:
[ 1
Date of Inspection eptic 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 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