HomeMy WebLinkAboutseptic info LOCATION
INSPECTION RECORD PUMPOUT RECORD SKETCH
DATE COMPLIANCE DATE GALLONS N
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Include: 1) Well location
2) Distance from house to
septic tanks,dist.box,
and drainfield
C- CONFORMING S-SUBSTANDARD N - NONCONFORMING 3) North arrow and road
K:'t .- -RrC--tkt '� S!i.-e 7'C H
CITY OF ORONO Date
ADDRESS Connected to
CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer
WELL DATA
Address _5740 S• ESLD r'ail,S'?A;_ t3' #2 Property I.D. 0//-//7-22 '/2 AJC`-''/3 `1• I
Standard trench T� 4- 8 %i rn I
❑ Mound
System type 0 Other Legal Description L/.2/1-9 - 6O0D--9ono V1
m
Permit No. — Date of permit Installer • 1 i O
No. Bedrooms Garbage c I
Building type ICES iDe7oce or GPDZ./$Y2'f' Laundry . c .' Dishwasher Disposal t
E a o
SEPTIC TANKS: Material C .,A f LOC- Capacity 1) ✓(� )C)t ± 211/ ° cc c
Proper outlet and inlet Baffles Liquid depth to RO level /
coO
Height of tank bottom above water table "4- 0 K Distance to nearest building -7 /
N m
a
DRAINFIELD: Total length of lines Number of lines -.2`' .3Trench width 2 ' ? P'
S't,€ sX€'rt fi -2 2e4et, I r-,,,,.NT iz \J
Total treatment area (sq.ft.) Height of drainfield above water table ;9 '` �J
t
Uto.
Type of filter material Soil type aa) V`
a)
// E . 47
Distance from nearest bldg. `�� / Tile size Perc rate min/in E �. d C
// a a
Depth of fill over drainfield /Z Depth of rock over tile under tile m E c
•• m
/
a a U 3
( -4i'‘ o11.4P-
11
A ! _ CITY f ORONO
, � ,� o
r, .
,1��, � ?. 'yr �'� Municipal Offices
\.' \':7-."4li''.1 7 Street Address: Mailing Address:
\ ' P.O. Box 66
ES1,xo�`%' � 2750 Kelley Parkway
Orono, MN 55356 Crystal Bay, MN 55323-0066
II
To Current Owner: 11
Address: 5 t o 00 Cr yS Tell CA,/ Ns ,
City Ordinance 199 requires that each e,isting on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at 4he above address has been inspected and appears to fall into the categories checked below.
i
. STEM CONFORMITY (1-3):
"CODE SYSTEM"An ISTS wh' h meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" A ISTS which does not meet all the location,design and construction standards of the current Orono Municipal
Code but does meet the three foo separation requirement or two foot requirement for systems installed 1996 or earlier,and which is not failing or
an imminent threat to public heal h or safety.
3 "NON-COMPLIANT SYSM" 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 ft t of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION (5-7): 6
Tank inspection indicates:
Pumpout not needed at this t' e.
Septic tanks must be pumpe out this year (city code requires tanks to be pumped out once every 3 years.
6 .
Tank was last pumped —11..--0 0 ),
Make sure septic tanks are Du ned through manhole and not through white inspection pipes. This allows for the
proper cleaning. Ke p water softner and iron filter discharge out of septic system.
7 Inspection risers missing-t could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumpe out within the last three years,they should be pumped out now.
i
D INFIELD CONDITION(81i-10): ir
Drainfield is dry, no surfacing evident.
9 Some evidence of surfac g,not critical yet.
10 Drainfield is saturated an visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs mut be completed within 90 days.
i
COMMENTS: 'AST' I S'(S. Jr )(1,--4), 20 L_ ` S� S scat r .vS.- & d;5c rc�a-�
`, 1, ‘1--31 — 1-00 SCc t c(. Ccs¢ 0,, -0,:c-c) tcv.V-4 S0 Syr-Pick. wA'ttr'
0 t• i r.a;1- t,rN-c 1~.,•,K `N'N.J oycd-- Pu—rd fa ('^V v ne. pi„..p
c\=\—CI) C\'`'‘I,K- At31-
Date of Inspection Matt Bolterman - Septic System Inspector
I
Note: In the event that this inspection re0ort 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 conitinue 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
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. CITY of ORONO
��, �,� ' •���� ti Municipal Offices
)4I •143.-SP,,� CI
tiny Street Address: Mailing Address:
O¢ 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: bet) Tay, v^k Address: 540 0(a Cr Si-c, AqS S .
Cr/ y
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 d~ 3
0 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code. 1ST S y5tt Ab
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.
O "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. Wes.), system.
TANK CONDITION(5-10): 6
Tank inspection indicates:
OPumpout not needed at this time.
Tank must be pumped out this year (city c de requires tanks to be pumped out every 3 years. Tank was last pumped 4-1J.-0 0 ).
7 Solids accumulation in tanks is at a critical critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. T must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not 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 ee years,they should be pumped out now.
10 Inspection pipe is located directly over baffle(does not give accurate measurement of solids accumulation). If tanks have not been pumped
out within the last three years,they should a pumped out now.
D RAINFIELD CONDITION(11-14): 11
JODrainfield 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
1
COMMENTS: E-.a ST S j stc '-. O K._ wc1.1- S-0i-t, r..S-t- k 8 so..r o..r.d 0 e
C e.9\gsx.�.4 10-1-( u-, 31—).010.
Date of Inspection I Septic System Inspector -:
Note: In the event that this. :lection 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 sywill 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
Municipal Offices O O
Post Office Box 66
p.
Crystal Bay, MN 55323-0066 a t ON-SITE SEWAGE TREATMENT
1$4 til rel �e INSPECTION REPORT
t.
kZsKo
Owner: gnkii/P5h55k& Address: 5 iO Oat) £ !'is-6,rl SAy iedts, (✓5 6)
Permit #'s: '?TO Dates: 8-t2-9i4 Contractors: SWCbi(,fkjd
City ordinance numbe 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system ót the above address has been inspected and appears to fall into the category
checked below.
(This is ( ] an existing system I ] new construction) - _
SYSTEM CONFORMITY (1-3): / - 0/45T SySle/ t41190 w + 575-C.Nl
41110 "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 pol.utants 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-CONFOR+IING 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 charactristic has or I ] has not been identified at this time. If the limiting soil
characteristic has not bee{ ident fi , this classification may be subject to revision.)
TANK CONDITION (5-10):
fj 64.54-5,444.1 410 dilESf 510..FI°M
Tank inspection indicates:
Pumpout not needed at this time.
Solids accumulation in tanks indicates they should be pumped 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.
6 System is discharging to the surlace. Tanks must be pumped out within 48 hours to eliminate surface discharge.
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 pupped out now.
DRAINFIELD CONDITION (11-14): //
rield inspection indicates:
Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
13 Drainfield its 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.): /Ow
1
COMMENTS: 64 • &Li d I1 ty S ALL.i I&_14 A!/'' le a - /SC,, .0 . /...e
e/L r fthi. , by /L -31_,va 7./o_a9. FIP
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 isomerely 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/Irlspectors File YELLOW COPY/Homeowner
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CITY of ORONO
A Pg" ,�A Municipal Offices
ti 'if_V
�.��`Kl ►, 4�G Street Address: Mailing Address:
x'EggO 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: fi't)1<,,i"Rke Address: 540 Old Crystal Bay Rd. S.
Permit #'s: 6290 Dates: !8/2/54 Contractors: Swedlund
(This is CK] an existing system ( ] new construction) .
SYSTEM COMPLIANCE (1-3) : 1
0 Code System: Meets or exc eds current City standards in all respects relating to design,
construction, and location. Appears to be operating properly.
2 Compliant System: Does no meet all current City standards for new construction, but in
most respects appears to b designed, located, and constructed in accordance with previous
codes and is functioning p perly.
3 Non-Compliant System: Sys tem 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 [A] has or [ ] has not been identified at this time. If the
saturated soil level has not beeps identified, this classification is subject to revision.)
TANK CONDITION (5-9) : 5
4) Pumpout not needed at this time.
Solids accumulation in tan s indicates they should be pumped out this year.
7 System is discharging to t e surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing- anks 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 Maf�ntenance Pumpout the tanks [ ] were or [�] were not confirmed
to be watertight by the licens d pumping contractor. If the tanks were not confirmed to be
watertight, this classification is subject to revision.)
DRAINFIELD CONDITION (11-14) : 1
g Drainfield is dry, no surf Ging evident.
Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated nd visibly discharging untreated effluent to the surface.
Contact the City Inspectorimmediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (lystem age and condition, soils, etc. ) : low
COMMENTS:
liii "
' —1 F )
/ �--
DatAi of Inspectionptic System Inspector
Note: In the event that this' inspection report is used to satisfy the requirements for a
transfer of property, this repert 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
Post Office Box 66 F
Crystal Bay, MN 55323-0066 �'�E+F f ON—SITE SEWAGE TREATMENT
-:I/1;k
t INSPECTION REPORT
1cG 9kEsito��
I
Owner: Fun, k Address: SW C Cvya '-"
' "y " 11 S,
Permit C's: (� i 9� Dates p �: Contractors: SCd!A
City ordinance numbs 100 requires tha each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage �reatment system a the above address has been inspected and appears to fall into the category
checked below.
(This is [ ] an existing sy em )(new construction)
SYSTEM CONFORMITY (1-3): I
"CODE SYSTEMM-A system which ,,ts all the location, design, and construction standards of the current City
Codes, anti which is operati . satisfactorily by treating and disposing of the entire current sewage input
without diischarging any poll tants 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, nstalled according to the code in effect at the time of installation, and which
is operating satisfactorily . treating and disposing of the entire current sewage input without discharging
any pollutants into ground cv surface waters.
3 "NON-CONFORM NG 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 f.r any reason; and any system with less than 3 feet of unsaturated soil or sand
between t e distribution dev ce and the limiting soil characteristics.
t
(The limiing soil character stic has or I ] has not been identified at this time. If the limiting soil
characteristic has not been dentified, this classification may be subject to revision.)
TANK CONDITION (5-101: :.
T,enit inspection indicates:
(.5� Pumpout not needed at this time.
6 Solids accumulation in tanks indic tes they should be pupped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be pupped out as soon as possible.
8 System is discharging to the surf .e. Tanks must be pulped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks cO•ld not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If t=nks have not been pupped out within the last three years, they should be pumped
out now.
10 Inspection pipe is located direct over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been • out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14): 'I
Dr nfield inspection indicates:
11 Drainfield is dry, no surfacing ev dent.
Some evidence of surfacing, not cr, tical yet.
13 Drainfield is Saturated and visi.ly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must completed within 90 days.
14 Drainfield extent and condition un nown.
1
JJ,
LIMITING SITE FACTOR (slope.setbacks.et .): p i--la
POTENTIAL FOR SYSTEM+FAILURE (depends • soils•water table.etc.): LyyL/
�MMENTS: T s S' .ce (l . t_� res Set-. " .TAB o �1c S�5
mi-rn-- Cj,n�r-e.h /,es) Appellee -to . . [ ft 4c i PQl_�x �y ,��
7"me. v
Dat- of Inspecti•n S-'• . System Inspector
Note: In the event that this inspecti•J report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised'that this report 7.es 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.
Thi>� report must be ke.t on the premises with the system location and pumping records.
WHITE COPY/Ins.- tors File YELLOW COPY/Homeowner
1,0
CITY OF ORONO 0
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 P ON-SITE SEWAGE TREATMENT
41;P;'-' INSPECTION REPORT
;poli 47
•
Owner: Pay sAe ke/ Address: 5 3b Oji 4 TLi'R ICU I.s
Permit #'s: h9ne., Dates: — Contractors:If)4 J"-%
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 ()tan existing system ( ] new construction)
SYSTEM CONFORMITY (14): .1
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, a which is operating satisfactorily by treating and disposing of the entire current sewage input
without d scharging any polly.tants into ground or surface waters.
2 "CONFORMING YSTEM"-A system wh'ch does not meet all the location, design, and construction standards of the
current C ty Codes, but was 'nstalled according to the code in effect at the time of installation, and which
is operas ng satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollu ants into ground or surface waters.
"NON-CONFORMI G 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 akhas 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): 7
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.
$, System is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate surface discharge.
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 punpee out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Drainfield inspection indicates:
11 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 ani cor�Ttttsn-anknuwn.
LIMITING SITE FACTORS (slope.setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table.etc.): �j
COMMENTS:
7 �p� I
/- lJ
4M7'
Date of Inspectio S-:t' Syst-m Inspector
Note: In the event that this inspectio report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report d es 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.
Thin report must be ke on the premises with the system location and pumping records.
WHITE COPY/Inspedtors File YELLOW COPY/Homeowner
<L,. O�
0 N 0
N, ,, CITY of ORONOpal
va ti c,:-� titi Office Box 66
A , i C'7
Crystal Bay,Minnesota 55323-0066
9kEsHl�g'
June 5, 1992
George Funk
540 Old Crystal Bay R ad
Long Lake, MN 55356
RE: Septic System Re airs
Dear Mr. Punk:
This is a reminder t at a recent inspection revealed that your
septic system is fai ing and must be repaired.
Please contact me a soon as possible to discuss your options.
You have until Augu t 3 , 1992 in which to make repairs to the
system. Enclosed is a copy of your most recent septic report.
The procedure for initiating septic system repairs is as follows:
1. Hire a Soi /Site Evaluator to do the necessary testing
and design.1
2. Submit the design to the City for approval.
3. Once the design is approved, have one or more
contractor bid on the approved design.
4. The contra for you choose should then obtain a permit
from the C ' ty before starting work, and he will call
for the re uired inspections.
If you have any ques ions please contact me at the City offices.
Thank you for your p ompt attention to this letter.
Sincerely,
Ste• en Wieckman
On-Site Systems Manager
Enclosure
SW/lsv
TELEPHONE-473-7357•FAX-473-0510
;;O
y m CITYofORONO
= Municipal Offices
�'41 /► Office Box 66
Crystal Bay, 553323-0066
July 2, 1992
George Funk
540 Old Crystal Bay Ro d S
Long Lake, MN 55356
RE: Septic System Rep irs
Dear Mr. Funk:
A recent inspection revealed that your septic system is failing
to treat waste properly and must be repaired.
On at least two separate occasions you have been sent
notifications of the required septic system repair and a August 3
deadline has been established. We still have not received any
indication that repa' rs have begun. Unless a repair permit is
issued or a repair sc edule approved by August 3, 1992, we will
turn this matter over to the City Attorney.
Please contact the City offices as. soon as possible to discuss
your repair options. hank you for your prompt attention to this
matter.
Sincerely,
),4V.1,1!"4rl ( C
Stephen Weckman
On-Site Systems Manag=r
• SW/lsv
•
TELEPHONE-473-7357•FAX-473-0510
I
‘4C‘
O�CITY OF ORI 0 O
Municipal Offices �
Post Office Box 66 '-_\ v.
Crystal Bay, MN 55323-0066 a ms's; ���� P ON—SITE SEWAGE TREATMENT
N- P INSPECTION REPORT
9kEsHo.V
Owner: C VVk Address: S / (/ (-7LOL/[may W. S,
Permit #'s: none., Dates: Contractors: `--
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 pei an existing syst m ( ] new construction)
SYSTEM CONFORMITY (1-3): 7
1 "CODE SYSTEM"tA system which meets all the location, design, and construction standards of the current City
Codes, a which is operating satisfactorily by treating and disposing of the entire current sewage input
without di charging any pollutants into ground or surface waters.
2 "CONFORMING S STEM"-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 operati g satisfactorily by treating and disposing of the entire current sewage input without discharging
0any pollutants into ground or surface waters.
"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 Del 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):
Tgmj inspection indicates:
C57 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 shouldbe 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 pupped out now.
DRAINFIELD CONDITION (11-14): Is
Drainfield inspection indicates:
11 Drainfield is dry, no surfacing evident.
u Some evidence of surfacing, not cr tical yet. —
1 ► Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs mist lee cemnLeted uirhin 90 days.
14 Drainfield extent a i ion unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): GN rrok, 4e4n ,
1
COMMENTS: /
S=-5S=-57:-92, epti
—91C/6�a�
Date of Inspection c System Inspector
Note: In the event hat this inspectio report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report oes not guarantee or certify that an existing system will continue to function
properly, but is me ely an opinion o 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 REPORTOF POST OFFICE BOX 66
O R O N O 1335 S. Brown Rd.
Crystal Bay,MN 55323
473-7357
OWNER 7-j7/t••/P ske ADDRESS Ile I4 •Sri .0_1,4 ..e.i 3 ))
PERMIT NO.'S. /The SATES CONTRACTORS
City Ordinance No.210 requires that on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment system at thei above address has been inspected and appears to fall into the category checked below.
(This ip an existing syst. 0 new construction)
Eli Meets IIor exceeds current Ci standards in all respects relating to design,construction,and location.Appears to be operating
propelly.
Ei2 Does of meet all current C ty standards for new construction (1978 Code) but in most respects appears to be designed,
local , and constructed gen rally in accordance with previous codes.System appears to be functioning properly;no major
upgr ing of the system is r• ired at this time.
O 3 Does not meet current City ndards in many respects relating to design,construction,or location.Appears to be operating
adequietely at this time,but as a relatively high potential for future problems. No major upgrading of system is required at
this time.
O 4 System may or may not m. t 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' otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
reptement procedures. If • ainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for revi .Your contractor must obtain a permit before work is started.
SYSTEM CONDITION I m Checked items , require your action)
Tank inspection indic3tes: 0 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 accumul tion in tanks indicat they should be pump-
le
ump• have not been pumped out within the last three years,they
ed out this year to help prevent future •roblems. should be pumped out now.
❑ Solids accumLlation in tanks is at critical level. Tanks Drainfield inspection indicates:
should be pumped out as soon as possi•le. 0 Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. T nks must be pumped 'sir Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface d- harge. 0 Drainfield is saturated and visibly discharging untreated
Inlggction -=• •••:.'I.—tanks c•jd not be inspected, effluent to the surface. This condition may require replace-
Inspection risers (4"dia.pipe)must.: instal ed in each tank ment or additions to drainfield. Contact the City Inspector
-. • • . • • - •• •:• out wi in immediately.Repairs must be completed within 90 days.
the last three ears,they should be pu ped out now. 0 Drainfield extent and condition unknown.
SITE CHARACTERI TICS:
Limiting Site Factor Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
❑ Soil table,and system condition) 0 Adequate
❑ High water to le 0 Low Fair
❑ Lot size 0 Medium 0 Poor
❑ Lake,wetlan ,or stream aHigh 0 Inadequate
❑ Drainage System is causing visible
surface discharge.
COMMENTS:
_ Q1O7 -4 /...0,_./.14.,
Date of In •-ction 1 Septic System Inspector
Note: In the event that this inspection r:•.rt is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify t at an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions ba d on the available information.
This report st be kept on the premises with system location and pumping records.
WHITE COPY Inspector's File GOLD COPY/Homeowner
i
On the North Sbore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT CITY
INSPECTION REPORTOF POST OFFICE BOX 66
O R O N O 1335 S. Brown Rd.
Crystal Bay,MN 55323
473-7357
.ivi"4-)
OWNER h k//` A
� ADDRESS 5-50 1. Cy 1 Rc.s sy
,�' s m
PERMIT NO.'S. The 1
1 IIATES CONTRACTORS
City Ordinance No.210 requires that : on-site sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment system at above address has bee inspected and appears to fall into the category checked below.
(This is -an existing sy 0 new construction)
D 1 Mee or exceeds current Ci standards in all respects relating to design,construction,and location.Appears to be operating
pro rly.
2 Does not meet all current 'ity standards for new construction (1978 Code) but in most respects appears to be designed,
local , and constructed ge erally in accordance with previous codes.System appears to be functioning properly;no major
upgr ding of the system is r •uired at this time.
▪ 3 Does not meet current City tandards 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.
El4 System may or may not m =t 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 s otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If:•rainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for revi .Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( ITA Checked items require your action)
Tank inspection indicates: 0 Inspection pipe is located directly over tank baffle.(Does not
.1 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 •roblems. should be pumped out now.
❑ Solids accumulation in tanks is at, critical level. Tanks Drain ield inspection indicates:
should be pumped out as soon as pose)de. Drainfield is dry,no surfacing evident.
❑ System is disdharging to surface. ks must be pumped Some evidence of surfacing,not critical yet.
within 48 hour;to eliminate surface •i harge. 0 Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks co d not be inspected, effluent to the surface. This condition may require replace-
Inspection risers (4"dia.pipe)must •>installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not • :n pumped out within immediately.Repairs must be completed within 90 days.
the last three y ars,they should be pu ped out now. 0 Drainfield extent and condition unknown.
SITE CHARACTERI§TICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
❑ Soil 1 tabland system condition) qi Adequate
❑ High water table lidi Low Fair
❑ Lot size 0 Medium 0 Poor
❑ Lake,wetland,or stream 0 High 0 Inadequate
❑ Drainage 0 System is causing visible
surface discharge,
COMMENTS:
t t ' i-i 2
Date of Ins. ction Septic System Inspector
Note: In the event that this inspection repo t is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify the an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system undercirrent conditions based on the available information.
This report mu be kept on the premises with system location and pumping records.
WHITE COPY/I spector's File GOLD COPY/Homeowner