HomeMy WebLinkAboutOnsite sewage treatment systems Minnesota Pollution Compliance Inspection Form
�_x = Control Agency
520 Lafayette Road North Existing Subsurface Sewage Treatment Systems
St.Paul,MN 55155-4194 (SSTS)
Doc Type:Compliance and Enforcement
Instructions: Inspection results based on Minnesota Pollution Control Agency(MPCA) For local tracking purposes:
requirements and attached forms—additional local requirements may also apply.
Submit completed form to Local Unit of Government(LUG)and system owner
within 15 days
System Status
System status on date(mm/dd/yyyy): 11/3/2017
® Compliant—Certificate of Compliance ❑ Noncompliant— Notice of Noncompliance
(Valid for 3 years from report date, unless shorter time (See Upgrade Requirements on page 3)
frame outlined in Local Ordinance.)
Reason(s)for noncompliance (check all applicable)
❑Impact on Public Health(Compliance Component #1)—Imminent threat to public health and safety
❑Other Compliance Conditions(Compliance Component#3)—Imminent threat to public health and safety
❑Tank Integrity(Compliance Component #2)—Failing to protect groundwater
❑Other Compliance Conditions(Compliance Component#3)—Failing to protect groundwater
❑Soil Separation(Compliance Component #4)—Failing to protect groundwater
❑Operating permit/monitoring plan requirements(Compliance Component #5)—Noncompliant
Property Information Parcel ID#or Sec/Twp/Range: 3111823410001
Property address: 4040 Watertown Road, Orono,MN Reason for inspection: Property_Transfer
Property owner: Eric Grear Owner's phone:
or
—
Owner's representative: George Stickney Representative phone: 952-250-1075
Local regulatory authority: _City of Orono_._. Regulatory authority phone: 952-249-4600
2-1000 gallon septic tanks,1-1000 gallon lift station and 380 square feet of mound rockbed.per city
Brief system description: records
Comments or recommendations:
TBM:Top of lift Station manhole cover. EL-100.0 Assumed.
Certification
I hereby certify that all the necessary information has been gathered to determine the compliance status of this system. No
determination of future system performance has been nor can be made due to unknown conditions during system construction,
possible abuse of the system,inadequate maintenance, or future water usage.
Inspector name: Joseph J Olson Certification number: 1255
Business name: Rusty 01 n's Soil&Perc.Testing License number: 810
Inspector signature: _ _ Phone number: 763-498-8779
Necessary or Locally Required Attachments
®Soil boring logs ® System/As-built drawing 0 Forms per local ordinance
0 Other information(list):
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wq-wwists4-31 • 1/24/12 Page 1 of 3
Property address: 4040 Watertown Road, Orono,MN Inspector initials/Date: J.O. 11/07/17
1. Impact on Public Health—Compliance component#1 of 5
Compliance criteria: Verification method(s):
System discharge sewage to the ['Yes ® No ® Searched for surface outlet
ground surface. ® Searched for seeping in yard/backup in home
System discharge sewage to drain tile % ❑Yes ® No
❑ Excessive ponding in soil system/D-boxes
or surface waters. 0 Homeowner testimony(See Comments/Explanation)
System cause sewage backup into ❑Yes ® No ❑ "Black soil"above soil dispersal system
dwelling or establishment. ❑ System requires"emergency"pumping
Performed
Any"yes"answer above indicates the system is ❑
❑ Unnaablleettoo dye test
verify(See Comments/Explanation)
an Imminent Threat to Public Health and Safety. ❑ Other methods not listed(See Comments/Explanation)
Comments/Explanation:
2. Tank Integrity—Compliance component#2 of 5
Compliance criteria: Verification method(s):
System consists of a seepage pit, ❑Yes ® No ❑ Probed tank(s)bottom
cesspool,drywell,or leaching pit. ❑ Examined construction records
Seepage pits meeting 7080.2550 maybe ❑ Examined Tank Integrity Form (Attach)
compliant if allowed in local ordinance.
❑ Observed liquid level below operating depth
Sewage tank(s)leak below their ❑Yes ® No
designed operating depth. ❑ Examined empty(pumped)tanks(s)
If yes,which sewage tank(s)leaks: ❑ Probed outside tank(s)for"black soil"
Any "yes"answer above indicates the ❑ Unable to verify(See Comments/Explanation)
system is Failing to Protect Groundwater. ® Other methods not listed (See Comments/Explanation)
Comments/Explanation:
Peterson Company pumped the tanks.
3. Other Compliance Conditions—Compliance component#3 of 5
a. Maintenance hole covers are damaged,cracked,unsecured,or appear to structurally unsound. ❑Yes* ®No 0 Unknown
b. Other issues(electrical hazards,etc.)to immediately and adversely impact public health or safety. 0 Yes* ®No 0 Unknown
*System is an imminent threat to public health and safety
Explain:
c. System is non-protective of ground water for other conditions as determined by inspector ❑Yes" ®No
*System is failing to protect groundwater
Explain:
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wq-wwists4-31 • 1/24/12 Page 2 of 3
Property address: 4040 Watertown Road, Orono,MN Inspector initials/Date: J. O.8/04/16
4. Soil Separation—Compliance component#4 of 5
Date of installation: 6/07/89 0 Unknown Verification method(s):
ShorelandlWellhead protection/Food Beverage ❑Yes ®No Soil observation does not expire. Previous soil
Lodging?
observations by two independent parties am sufficient,
Compliance criteria: _ unless site conditions have been altered or local
requirements differ.
For systems built prior to April 1, 1996, and ®Yes 0 No
not located in Shoreland or Wellhead ® Conducted soil observation(s) (Attach boring logs)
Protection Area or not serving a food, 0 Two previous verifications(Attach boring logs)
beverage or lodging establishment:
0 Not applicable(Holding tank(s),no drainfield)
Drainfield has at least a two-foot vertical ❑ Unable to verify(See Comments/Explanation)
separation distance from periodically
saturated soil or bedrock. 0 Other(See Comments/Explanation)
Non-performance systems built April 1, 0 Yes 0 No Comments/Explanation:
1996, or later or for non-performance
systems located in Shoreland or Wellhead
Protection Areas or serving a food,
beverage, or lodging establishment:
Drainfield has a three-foot vertical
separation distance from periodically
saturated soil or bedrock.*
"Experimental, "Other", or "Performance" 0 Yes 0 No Indicate depths of elevations
systems built under pre-2008 Rules; Type IV
or V systems built under 2008 Rules(7080. A. Bottom of distribution media 99.8 _
2350 or 7080.2400 (Advanced Inspector
License required) B. Periodically saturated soiUbedrock 96.7
Drainfield meets the designed vertical C. System separation 3.1
separation distance from periodically
saturated soil or bedrock. _ D. Required compliance separation` j 2.0 _
Any "no"answer above indicates the system is *May be reduced up to 15 percent if allowed by Local
Failing to Protect Groundwater. Ordinance.
5. Operating Permit and Nitrogen BMP*—Compliance component#5 of 5 ® Not applicable
Is the system operated under an Operating Permit? 0 Yes ❑ No If"yes",A below is required
Is the system required to employ a Nitrogen BMP? 0 Yes 0 No If"yes", B below is required
BMP=Best Management Practice(s)specified in the system design
If the answer to both questions is "no'; this section does not need to be completed.
Compliance criteria
a. Operating Permit number:
0 Yes 0 No
Have the Operating Permit requirements been met?
b. Is the required nitrogen BMP in place and properly functioning? ❑Yes ❑ No
Any "no"answer indicates Noncompliance.
Upgrade Requirements(Minn. Stat.§115.55)An imminent threat to public health and safety(ITPHS)must be upgraded,replaced.or its use
discontinued within ten months of receipt of this notice or within a shorter period if required by local ordinance.If the system is failing to protect
ground water,the system must be upgraded,replaced,or its use discontinued within the time required by local ordinance. If an existing system
is not failing as defined in law,and has at least two feet of design soil separation,then the system need not be upgraded,repaired,replaced,or
its use discontinued,notwithstanding any local ordinance that is more strict. This provision does not apply to systems in shoreland areas,
Wellhead Protection Areas,or those used in connection with food,beverage,and lodging establishments as defined in law.
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wq-wwists4-31 • 1/24/12 Page 3 of 3
Tank Report
Date: November 3,2017
Elmer J.Peterson Co.
5921 Dague Ave.
Delano,MN 55328
Phone 763-972-2420
Fax 763-972-7217
MPCA License#219
Eric Crear
4040 Watertown Road
Maple Plain,MN 55359
(Orono)
612-790-2327
Baffles: l_) OFF
Tank Capacity: 3-1000 Gallon Tanks
#of Tanks: 3
Type of Tanks: Concrete
Gallons Pumped: 2500
Manholes to Grade:4lit / NO
Comments:
On November 3,2017,Elmer J.Peterson Co.pumped septic tanks. No cracks or water leaking In tanks at
that time.
NOTE:This is only a tank report. This is not a compliance inspection for point of sale nor does it
replace a compliance inspection.
Property address: 4040 Watertown Road Inspector initials/Date: 11/3/17
1. Impact on Public Health-Compliance component#1 of 5
Compliance c • — Verification
System discharge sewage 0 Yes ❑No 0 Sea"• . . surface outlet
_ground surface. _ __ P deed for seeping in yard/badcup in home
System discharge sewage to drain tile II . ❑No 0 Excessive ponding in soil system/D-boxes
or surface waters. ❑ Homeowner testimony(See Comments/Explanation)
SystemDeux sewage backup info i es ❑No 0 'Black soir above soil dispersal system
dwelling or establishment le System requires"emergency'pumping
II • . ed dye test
Any"yes"answer • indicates the system is 0 Un:
•an imminent T t to Public Health and Safety. w (See Comments/Explanation)
Comments/Explanation)❑ Other me• ... ... listed(See Comrrrenta/Explanation)
Comments!Explanalion:
2. Tank Integrity-Compliance component#2 of 5
Compliance criteria: Verification methodis):
System consists of a seepage pit, (❑Yes ®No 0 Probed tank(s)bottom
cesspool,drywall,or leaching pit. 0 Examined construction records
Seepage pas meeting 7080.2550 may be 0 Examined Tank Integrity Form(Attach)
compliant it allowed h local ordinance.
Sewage tank(s)leak below their i ❑Yes ®No 0 Observed liquid level below operating depth
®
designed operating depth. I Examined empty(pumped)tanks(s)
If yes,which sewage tank(s)leaks: 0 Probed outside tank(s)for`black soil"
0 Unable to verify(See Comments/Explanation)
Any"yes"answer above indicates the
system is Falling to Protect Groundwater. ❑osier methods not listed(See CorrxnentslExp/anatron)
Comments/Explanation:
On 11/3/17,Elmer J.Peterson Co.pumped tanks.
3. Other Compliance Conditions-Compliance component#3 of 5
a. Maintenance - ... era are damaged,cracked,unsecured,or appear to structurally unsound. 0 Yes'
0 No ❑Unknown
b. Other issues(etecbica/ :,. . to immediately and adversely impact public _` . ❑Yes` 0 No 0 Unknown
'System is an imminent threat to.,,, health and safety
Explain:
c. System Is non-protective• ., •water for other Conditions as determi ❑Yes ❑No
'System is groundwater
Explal '
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wq•wwists4.31 • 1124/12
Page 2of3
Soil Observation Log
www.SepticResource.com vers 12.4
Owner Information
Property Owner/project: Eric Crear Date 11/1/2017
Property Address/PID: 4040 Watertown Road
Soil Survey Information ❑ refer to attached soil survey
Parent matl's: El Till ❑Outwash ❑ Lacustrine ❑Alluvium ❑Organic ❑ Bedrock
landscape position: ❑ Summit ❑l Shoulder ❑Side slope ❑Toe slope
soil survey map units: L23A slope % direction-
Soil Log#1
Q Boring ❑ Pit Elevation 100.6 Depth to SHWT 40 inches
Depth(in) Texture fragment% matrix color redox color consistence grade shape
loose loose single grain
friable weak granular blocky
0-14 Fill <35 firm moderate prismatic platy
rigid strong massive
14-26 Topsoil <35 10yr3/2 Loose Moderate Blocky
26-33 Clay Loam <35 10yr4/3 Friable Strong Blocky
33-40 Clay Loam <35 10yr5/4 Friable Strong Blocky
40-46 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Blocky
Comments:
4040 Watertown Road Soil Log#2
0 Boring E Pit Elevation 100.1 Depth to SHWT 40 inches
Depth(in) Texture fragment% matrix color redox color consistence grade shape
loose loose single grain
0-16 Fill <35 friable weak granular blocky
firm moderate prismatic platy
rigid strong massive
16-26 Topsoil <35 10yr3/2 Loose Moderate Blocky
26-33 Clay Loam <35 10yr4/3 Friable Strong Blocky
33-40 Clay Loam <35 10yr5/4 Friable Strong Blocky
40-46 Clay Loam <35 10yr5/4 10y4/8,1-6/10y Firm Strong Blocky
4040 Watertown Road Soil Log#3
[] Boring ❑Pit Elevation Depth to SHWT
Depth(in) Texture fragment% matrix color redox color consistence grade shape
<35 loose loose single grain
friable weak granular blocky
35-50
>50 firm moderate prismatic platy
rigid strong massive
<35 loose loose single grain
friable weak granular blocky
35-50
>50 firm moderate prismatic platy
rigid strong massive
<35 loose loose single grain
35-50 friable weak granular blocky
>50 firm moderate prismatic platy
rigid strong massive
<35 loose loose single grain
35-50 friable weak granular blocky
firm moderate prismatic platy
>50
rigid strong massive
<35 loose loose single grain
35-50 friable weak granular blocky
>50 firm moderate prismatic platy
rigid strong massive
I hereby cert5 this work was completed in accordance with MN 7080 and any local rep's.
Rusty Olson's Soil &Pere 810
Designer Signature Company License#
7/4;)--' #111%
(// CITY of ORONO
/ Municipal Offices
Street Address: Mailing Address:
910ES1-1072750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 553230066
To: The Current Owner of Address 440`-10 (..,)!14-tF—J-00!./
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 on-Compliant
Yes
No
If yes, system must be brought into compliance by:
December 31,2007
December 31, 2010
Other
Septic Tank(s) P out Needed
Yes
No
The City recommends the septic tank(s) and/or lift tank be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
,Uo CCCof i> . The tank(s) should be cleaned through the manhole and
not through the inspection pipes, this allows for proper cleaning.
Comments:
d(4)a—e g.friesInspector: Date of Inspection /U _a S .
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
0
4
0,4,2,,,k, , - o
CITY of ORONO
> by
la 1, . :l iam& Municipal Offices
t l,+z` a + Street Address: Mailing Address:
`40CE+gII 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55 23-0066
To Current Owner: Address: 40010 1^-4`\.-1—(I'tV
City Ordinance 199 requires that each existing on-site sewage treatment 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 the categories checked below.
SYSTEM CONFORMITY (1-3): 1
V "CODE SYSTEM"An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and
any ISIS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7): C
Tank inspection indicates:
0 Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped - ).
Make sure septic tanks are pumped through manhole and not through white inspection pipes. This allows for the
proper cleaning. Keep water softner and iron filter discharge out of septic system.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
DAAINFIELD CONDITION(8-10): 7I'
Drainfield is dry,no surfacing evident.
8 .
Some evidence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: p-,A5 u=-3 \p 0V-S 0\L _ P v r- Sq i-.,-(_ arm t
e_.1-(n--7 -5 it tics -
0 -11 -CS G\--v_ ii�
Date of Inspection Matt Bolterman- 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 as 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.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
o� o
At- _. L _ CITY of ORONO
1 1* 11 `, �,1 titi Municipal Offices
M� ! k��G
Street Address: Mailing Address:
P.O.8oz 66
`4411EggOg' 2750 Kelley Parkway "
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: G\-\" S f'‘` C�0\ Address: Li 0 LI 0 wq fie r t-ow, R J
City Ordinance 199 requires that each existing on-site sewage treatment 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 the categories checked below.
SYSTEM CONFORMITY (1-3):
"CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
Code but does meet the three foot separation requirement,and which is not failing or an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-10): (-.)
Tank inspection indicates:
5 Pumpout not needed at this time.
/
( b Tank must be pumped out this year (city code requires tanks to be pumped out every 3 years. Tank was last pumped v d\"---,•
7/ Solids accumulation in tanks is at a critical 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): \\
401 a •• ield 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.
COMMENTS: S -(S e 0(ALS 0\C - 4 U1 c ., )-r^, YCS (NY-t" S r:. n/c crJ
,-N c_c.`c.6— `v u ,. &-- (-S-1- ".„.,-..‘L.„.
\\-0, —0 \ l
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.
CITY OF ORONO O
(
4-;
Municipal Offices O
Post Office Box 66 - p
Crystal Bay, MN 55323-0066 � t ON—SITE SEWAGE TREATMENT
,4 741rrt, INSPECTION REPORT
li
k�sKo
Owner: A7-Y(C/ v/t/C Til Address: t10Y0 WW it,72'TG 0,1 /ed (5cs51)
Permit #'s: 112! Dates: 6 -2 ev Contractors: OU i CAw'01e_i
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)d an existing system [ ] new construction)
$LTEM CONFORMITY (1-3): f
(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 characteristichas 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 (5-10): 4
Tank inspection indicates:
Pumpout not needed at this time.
6' Solids accumulation in tanks indicates they should bepumped out this year to help prevent future problems.
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): I
PAfield 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.): /NJ
COMEN
MTS: g(�t Nf C1 s-19 a;G 7 t{12 k� 1,..1/,TAW( I y AL
a.,
Date of Insp ction 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
.91, 0 4.
0
t
CITY of ORONO
VII*161,A. !� Municipal Offices
14+ €i Street Address: Mailing Address:
kEggO 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: �(--1-}^;Lk 1
Address: 4040 Watertown Rd.
Permit #'s: 1979 Dates: 6/7/89 Contractors: Quickway Exc.
(This is ( Ll'-an existing system ( ] new construction) .
SYSTEM COMPLIANCE (1-3) : 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 [ ti] has or [ ] 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) : 6
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 by the licensed pumping contractor. If the tanks were not confirmed to be
watertight, this classification is subject to revision.)
DRAINFIELD CONDITION (11-14) : 11
CJ- 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 age and condition, soils, etc. ) : low
COMMENTS:
G/4/5 i
Date of Inspection e. 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 indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510
CITY OF ORONO 0
Municipal Offices O1: 11?O
Post Office Box 66 t" \
Crystal Bay, MN 55323-0066 a ';' r ON—SITE SEWAGE TREATMENT
Al n INSPECTION REPORT
.
k AP
4kESH04
Owner: L y kokesi\ '1 0 Address: LAla- 2 y r
Permit #'s: Dates: = Contractors: (2)/1C41,vit, Ca
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 b4 an existing system [ ] new construction)
SYSTEM CONFORMITY (1-3): /
�
/'/ "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City v
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']-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 (5-10):r -
1
inspection indicates:
,,,..X--- 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): /9
Dr field 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
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.): AA--
POTENTIAL
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): La%)
COMMENTS: 4e I✓' pJ .S'anee a -7 . �T 5
Date of InspectionS=• is 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
7-4
CITY OF ORONO 0
Municipal Offices O O
Post Office Box 66 - �_
Crystal Bay, MN 55323-0066 al ON—SITE SEWAGE TREATMENT
„S ,'.l)rr
. & INSPECTION REPORT
ktstioi!.
Srfld
'
�n (--Owner: '� VI Address: '' ,
Permit #'s: A77 Dates: 6-7-39 (�
Contractors: I�Yr A,iy £3t..
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 641. an existing system [ ] new construction)
SYSTEM CONFORMITY (17_3/: /
9 "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 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 (5-10):
In inspection indicates:
5 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): )I
Dfield inspection indicates:
V1Drainfield 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 (stope,setbacks,etc.): , /47 Y- /Q/hLr7
POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table,etc.): L.
COMMENTS:
411 i / AV Date of Inspection -p ystem s.ector
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
.1
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORTOF POST OFFICE BOX 66
ORONO 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER / ?I)iCj Ik 44€Y \ ADDRESS 04/O !/ten* 1 �
PERMIT NO.'S. M77/ DATES 6=7-89 CONTRACTORStyC-
City Ordinance No. 210 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 0 new construction)
ELI Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
D
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.
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.
J4 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 ( Checked items may require your action)
Tank inspection indicates: 0 Inspection pipe is located directly over tank baffle.(Does not
umpout 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.
O Solids accumulation in tanks is at a critical level. Tanks Drain field inspection indicates:
should be pumped out as soon as possible. drainfield is dry,no surfacing evident.
O System is discharging to surface. Tanks must be pumped ❑❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge. 0 Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace-
Inspection risers (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. 0 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
g High water table pa Low 0 Fair
O Lot size 0 Medium 0 Poor
❑ Lake,wetland,or stream 0 High 0 Inadequate
❑ Drainage 0 System is causing visible
surface discharge.
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 system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner