HomeMy WebLinkAboutseptic info SEPTIC SYSTEM INVENTORY
Site Address: 2845 Watertown Rd PID 04-117-23-21-0003
Owner Name: Scott& Rachelle Flynn
Owner Address: 2845 Watertown Road Long Lake MN 55356-
BuildinaTvpe: residence Installer: Homestead Septic
Date of Permit: 11/02/06
System Tvoe: mound BR's Designed for 4
In Musa?: No Shoreland?:
SEPTIC TANKS:
Material: precast concrete Capacity: 750, 1000 lift, 750 multif Tank Filter:
DRAINFIELD:
Treatment Area: 500 Soil Boring: yes DF Ht above Wt: 3
WELL DATA
Setbacks -Well Tanks: 50 Well DF: 50 plus Report In File: Depth: 182
INSPECTION RECORDS PUMPOUT RECORDS
Date Notes Date GallonsOfliquid
11/2/2006 new system install 2/27/2019 1200
11/15/1999 no surfacing 1/27/2016 2500
7/17/1997 no surfacing-pump tanks 1/4/2013 2800
6/4/1993 no surfacing-pump tanks 11/2/2006
5/7/1991 no surfacing 10/26/2006 2500
8/29/1986 no surfacing 1/8/1999 1800
11/19/1984 measurements taken 9/16/1996 1000
6/1/1983 replacement installation 9/14/1996 1000
11/10/1993 2000
6/1/1987 2000
To: Street File - 2845 Watertown Road
From: Chris Pence, On-Site Systems Manager
Subject: Septic Sites
Date: May 30, 2000
A site inspection was conducted at the above stated property on May 26, 2000. The inspection was
conducted to determine compliance of the septic system. A soil boring was conducted. Mottled
soils (sign of seasonally high watertable) were found at 48". The bottom of the trench was found
to be at 14". The separation required for a system built prior to April 1, 1996 and not located in the
shoreland district is 24". The existing septic system has 34" of separation, making the drai dield
compliant. The tanks were probed and found to have solid concrete bottoms.
The setback from a deep well to the septic tanks and the drai dield area is 50 feet. The existing well
is 43 feet from the septic tanks and over 60 feet to the drainfield. According to a conversation with
staff from the Minnesota Department of Health (MDH), any well installed prior to 1989 is not
required to meet the 50-foot setback to existing septic tanks or drai dields. It is only recommended
that the well or septic system be moved to meet the 50-foot setback. Therefore, the well does not
need to be moved to meet the 50-foot setback.
There is not an alternate septic site designated for the property. City code requires that an alternate
septic site be approved by the City before a building permit is issued.
Due to the fact that the septic tanks could not be inspected properly, the tanks will need to be
pumped through the manhole and integrity of the tanks will need to be noted. The tanks will need
to be inspected by City staff prior to covering the tanks. This tank inspection must be done prior to
any building permits being issued.
In summary, the existing well and septic system can be used. The new house can be no larger than
four bedrooms. Prior to any building permits being issued,an alternate septic site must be approved
by the City and the septic tanks must be pumped and inspected for integrity.
cc. Lyle Oman, Building Official
SEPTIC SYSTEM INVENTORY
Address: 2845 Watertown Rd. PID: 04-117-23 210003
Building Typ residence #BRs/GPD: 4 #Systems 1 Units Billed 1
Permit#: 7188 Date of Permit: 10/4/83 Installer: Brad Peterson
System Type shallow trench Experimental: no Appliances lndry
SYSTEM CONDITION
Conformity: 1 Tank Condition: 5 DF condition: 11 Failure Pot: low
SEPTIC TANKS
Material: precast concrete Capacity: 1000, 1000
Setback to Bldg: 15 Cesspool:
DRAINFIELD
Length of Lines 400 # Lines: 4 Trench Width: 2.5-3
Treatment Area: 1200 Type of Filter rock Soil Boring: no
Tile Size: 4 Under Tile 6 Perc Rate: 40
Setback DF-Bldg: 10 DF Ht above Wt: 3
Soil Type: loam, clay loam Limitations: water table
WELL DATA
Setbacks - Well-Tanks: 50 Well-DF: 65 Report in File yes
Pump Type: subm. Depth: 182 Diameter: 4 Method: drilled
INSPECTION RECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
6/1/83 replacement installation 1 6/1/87 2000
11/19/84 measurements taken 1 11/10/93 2000
8/29/86 no surfacing 1 9/14/96 1000
5/7/91 no surfacing 1 9/16/96 1000
6/4/93 no surfacing-pump tanks 1 1/8/99 1800
7/17/97 no surfacing-pump tanks 1
11/15/99 no surfacing 1
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CITY OF ORONO O
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 a ON-SITE SEWAGE TREATMENT
�) INSPECTION REPORT
ESH0
Owner: Nn b=L I— Address:
I
Permit #'s: Dates: /0 qI �)3 Contractors: � i0 -
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 Xan existing system [ I new construction)
SKSTEM CONFORMITY 0-3):
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 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 [ I has or Pe-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):
ank nspection 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):
gorainflieLd inspection indicates:
1 rainfield 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
irmiediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope.setbacks.etc.): �-
POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table.etc.):
COMMENTS:
Date of Inspection 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 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
0 , o
P CITY of ORONO
Municipal Offices
Street Address: Mailing Address:
'9xHQg' 2750 Kelley Parkway P.O. Box 66
7 Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: re- \ Address: 2845 Watertown Rd.
Permit #'s: 7188 Dates: 10/4/83 Contractors: Brad Peterson
(This is ) ; an existing system [ ) new construction) .
PLIANCE (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 [ 1 has not been identified at this time. If the
saturated soil level has not been identified, this classification is subject to revision.)
TANK CONDITION (5-9) : 9
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.
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 P(I were not confirmed
to be watertight by the licensed pumping contractor. I£ the tanks were not confirmed to be
watertight, this classification is subject to revision.)
DRAINFIELD CONDITION (11-14) : 11
P21 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-
Date of Inspection Sep is 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 indicate,S thhn o�uati. �Ahhe sali�jr" current conditions.
Tele on i3 1�AX �►ai
METRO WEST INSPECTION SERVICES,INC.
612-479-1720 FAX:612-479-3090
Loretto,MN 55357
ON—SITE SEWAGE TREATMENT INSPECTION REPORT �L
OWNER ADDRESS �� 'rte / V e_.✓ �G�
CITY
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked below:
THIS IS:
VAn existing system ❑New construction ❑Mound system rench system ❑Bed system ❑Unknown
❑1.Does not meet all current City standatds for new construction,but in most respects appears to be designed,located and
constructed generally in accordance with previous codes.System appears to be operating properly.
❑2.Does not meet current Citystandards 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.
03.Systems may or may not meet current Citystandards 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 otherswise creating a public nuisance.Please contact the City Inspector to discuss system
repair/replacement procedures.If drainfield replacement is necessary,soil testing will be required and a design and site
plan must be submitted for review.Your contractor must obtain a permit before work is started. j ~
114.Meets current City standards in respects relating to design,construction,and location.Appears to be operating properly.
)1�5.System is failing per MN Rules Chapter 7080 bec use of distance from bottom of drainfield to ottled soil.
Q/Ots ���...c.c.� Sa 7S�tti�frvv � .vtll
Checked items may require action. ^uy-1
DRAINFIELD INSPECTION INDICATES
'01�Drainfield area appears dry,no surfacing evident. ❑System is discharging to surface.Tanks must be pumped
Drainfieldappearssaturatedandvisiblydischarginguntreated within 48 hours to eliminate surface discharge. ;
effluent to the surface.This condition may require replace- ❑Inspection risers missing. Inspection risers(4"diameter
ment or additions to drainfield.Contact the City Inspector pipe) must be installed in each tank at time of next
immediately.Repair must be completed within 90 days. pumpout.
❑Drainfield extent and condition unknown. If tanks have not been pumped and cleaned out within the
❑Surface is moist.Appears to be from weather. ,` last three(3)y�ea�r ,they should be pumped and�j leaned
❑Erosion appears to have removed topsoil. Replacing out now. ltii f'a C.UL-k-S �[L�llpVldQ�
topsoil is advised. ❑See comments below.
WEATHER CONDITIONS DURING INSPECTION
Gear,Dry ❑Raining
❑Clear,Recent Rain ❑Snow Cover, ",approx.
SITE CHARACTERISTICS
Potential for System Failure
(depends on soil types, water table Site Capabilities
Limiting Site Factors system condition & water usage.) for Future Expansion
❑ Slope ❑ Medium ❑ Fair
❑ Soil ❑ High ❑ Poor
❑ High Water Table ❑ System is causing ❑ Inadequate
❑ Lot Size visible surface discharge
❑ Lake, wetland or stream
❑ Drainage
CC(�MMENT� &9C.,
�7w y 0"e ti�
INDIVIDUAL WATER SUPPLY SYSTEM
Individual wells t3are ❑are not customary in neighborhood. ❑City water to premises.
Distance of well between septic tanks/drainfield appears to meet current city standards for design,construction and location.
'jZrDistance of well between septic tanks/drainfield des not meet current city standards for design,construction and location.
ontact City Inspector immQdiataty. —�
-- YES L-' Has bacteriological examination o r been m ev
NO— If ansrier is YES,give date: 1992
Quality of water �S ❑is not satisfacto for u an consu =
Dated: /�— 199 Inspector
Time: ���4 //d'� M.P.C.A.Cert.#
NOTE:In the evenWhat 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,on the day of inspection.
CITY OF ORONO 0 O
Municipal Offices
Post Office Box 66
Crystal Bay, MN 55323-0066 a ON—SITE SEWAGE TREATMENT
r� INSPECTION REPORT
9kESK0
Owner: ///. F�2 p JrGle- Address: 1,c ,LTTiozLuti All
Permit Dates: 104-2-? Contractors: L= tl�✓C"�Y�
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 D4 an existing system E ) new construction)
SYSTEM CONFORMITY (1-3):
"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 SYSTEM11-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 SYSTEM11-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 A has or E 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):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 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 (411 dia. pipe) must be installed in 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 directlyover 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): IL
Dr field inspection indicates:
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 (slope.setbacks.etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soiLs.water table.etc.):
COM ENTS:
Date of Inspection Sb§tic 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
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORT OF POST OFFICE BOX 66
ORONO 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER T/�Z�' ADDRESS �t� L �rl���lz1 ��rx•
PERMIT NO.'S. 7 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.
(This is bF an existing system ❑ new construction)
1 Meets or exceeds current City standards in all respects relating to design,construction,and location.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 generally in accordance with previous codes.System appears to be functioning properly;no major
upgrading of the system is required at this time.
E33 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 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)
Tank 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 now.
❑ 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.
within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
. Inspection risers missing—tanks could not he inspected effluent to the surface. This condition may require replace-
Inspection ritars le^din pjpel m u.t aw inerauad in eachtankment or additions to drainfield. Contact the City Inspector
at next—mpa, tanks have ---been .mw + - thLin immediately.Repairs must be completed within 90 days.
the last three years.they shpuid 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
,.-1, sysem conAdequate
11 High water table rasa Low ❑ Fair
❑ Lot size ❑ Medium ❑Poor
19 Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑System is causing visible
surface discharge.
COMME TS: L / n
Td �/
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 system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner