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t. 1'u.t Officr liux 66•Cryetal fiay,Minneaota 5.'i323•Municipul Offices
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• ' • � Or, rh� N'orth Shorc of Lakr Minnctonka
Auaust 25 , 1983
Mr. and Mrs. Douglas Sjoberg
775 IIrown Road South
Wayzata, MN 55391
i�e: Septic SyGtem Repairs and Old Well On Site
Dear Mr. and Mrs. Sjoberg:
Carl Widmer expressed to me his concern over the old 3"-4" well
located north of your home and somewhat adjacent to the area proposed
for your new septic system. I made an inspection of the site on
wednesday, August 24 , 1983 . In my opinion, this well does not pose
any major problems which will change the location of your proposed ;
system. However, it appears it will be necessary to have this well
properly abandoned by a State Licensed Well Driller. "Proper f
abandonment" includes pumping cement or bentonite grout down the �
well casing, cuttinq off the casing below grade and filling in �
the well pit, so that no surface water inflow into the well can �
occur. Whichever wel]. driller you have do the abandonment should
call either me or Building Official Tom Jacobs for inspection while �
the work is being done. Once the well is abandoned, work on the ;
new septic system can commence. ;
I find I do not have a copy of your soil testing .reoort and septic i
system design proposal in the City files - I would appreciate if �
you could send or drop off a eopy. Please call me if you have any
questions or if I can be of further help in your completion of the
new system this fall .
i
Sincerely, i
� P � I
jA ' �✓ !
�� r
Michael P. Gaf on �
Septic System Inspector �
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INSPECTION NOTICE s�,�E�u�E�
PERMIT NO. __ _ . . __— coMr�Erro �/–/�7_�j �T ; Zri
ADDR ESS � / S S, ��!^�N 'c L�
OWNER _ _S�_(i.(y���_ CONTR. �v_�/�L.�
TELEPHONE NO. __—___
[] FOOTING ❑ hLl1Mt31NG RI '] SITE INSPECTION
❑ FRAMWG r� MECHANICAL f] EXCAVJGRAnING/FIIUNG
� C.] INSUlA7�ON ;) WATEH I�UOKUP ❑ LAKESHOHE/WETLANDS
� U WALL HD �� METF��ET�TUHN ON !� UCENSING
� ❑ FINA� '� SEWER HOOKUP ❑ COMPI.AINT
',7 PROGRESS �SFPTIC INSTALL. fJ FOLIOW UP
y [7 UEMOL /;�ZEPT IC MAINT i] SFP71C FINAL
Q p F IRE PREV [; WELL TCST VUMP ❑ FIREPLACE/WOOD BURNER
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❑CORRECT UNSAFE CONDITION WI N HOURS. INSPECTOR WI�L RETURN.
(]STOP ORDER POSTED CALL INSVECTOR.
[] INSPECTION REOUIRED CALL TO ARRANGE ACCESS
call for the next inspection 24 hours in advance. •
Owner/Contr, on site -'
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Height of tank bottom above water table �� Distance to nearest building 70 � in E �
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, DRAINFIELD: Total length of lines �-007 Number of Iines � Trench width 3 � �
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INSPECTION RECORD PUMPOUT RECORD ' ._ ' _'
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DATE COMPLIANCE DATE GALLONS
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• �
TOM SMITH ASSOCIATES inc Consulting Engineers
Au�,-�,st 23, �')82
i
Doug S�oberP
775 South Brown Road i
Orono, rl�i f
�
Sub�ects Percolation test results �nd onsite �
seuage disposal desi�r► recona�:er�datior,s,
1�19f.0
In response to your authoi•ization ue h.ave conductad t;crcolati-�n tests
on your ��ro�:�erty at ?75 �ot:th BroWn Road. This re�ort pre:-cr:ts our
resvlts an�l recorfnendation� for con�tn�ction of a new systcr� �r, tl�e
p:�emises. T:��� neod for thesa tests and con^ider.;tion of .-► n.i; , :?t��a�
has been �,rorr.c�ted by the ir.r,c:e�t��te furetionin� of th� e::=�.�tin�; s,yster;
in tFto woo<iad area, on �Fie north slo� to ttie iiorth of t;�a l�ou�e.
T1�e zrea tested is to th� west of t.ho axistin� system, sitnated on a north
facin� slope on oper, �;round. The slo;� is 3^��ro��ir�ataly 12`� and is
eo•�ered nost7,y by p,rn:?s. S�cific location of the soi� borin�; a1�d percolation
tests ��re stiow:� on the attached sketch. �ne soi l ooi•ir,�; to a total dapth
of seven feet, anci two c�ercolation tests were r�n. �urface �alav:,tions
betwoen the two F.ercolation test locations w�s 1;r�i•or.ir�ate�y� !� 1/2 feet.
R�Si1LTS
T.,�oil eneountered was pririari],y a sand;� elay with a surface coverznN
of cl3yey ailt topsoit. A10 mottling or evidai�ce of ��r-�unawater ;�raa
ancoLntrred to a total depth of seven :oet. The percol�+:on rstas
determined uere 20 and 2? ninutes per inch in the two test holes. The
s�il borin� lo� and Percolation ��st data sl�,eets a.^a attact��:d.
R.:C 0 Fi"iEM,IAA T I O NS
it is our rccor.:c7endation that a percolatj.�n ra`.3 of '7 mi�ute� per :nch
be used in dasi��ing the onsite soxa�,� systern �t tt i�+ proparLy. �cc�rdi.ng
to information furnished by you, the existin:• house i� esser,tial�.;r a
tiir�a bed room home. lJe recommend considerine ;t syste�a desi.;;ned for a
Type I residence, as it is like],y that mo:e �han two na�or w:,ter u�i:6 .
appliaiices a�re, or uill be installed during the probable useful life
of this sys�em.
, :
5109 Kimberly Road, Minnetonka, Minnesota 55343 1612) 934-803�1, -`�
� e �
. i , ..� it '�F'�f�"+ €iw'��;,���S�jrk t""se'`�,��i L x4�`�f s`_Fr5�6*t'.ry� � 1 nrt'� 1 y�"i# ��, r l, y� �KZ'� ���Ee�.��a�#tYSr�� i,^rJ ��r�i . >�. ,�t -J,�;
� " k�, �� p a ;,��c1 t . P ` S �P ,,��ax�.t �` � k ;� �^ qe cc ' ���.
s r x 0.� �SY tt �r a Ft. v �'�;�...
f �� � - "*c k ' �4 �S 1 t� Y ��a4r) ����y���{��� L ��..
,�v , `� ;r �a?� �'fi� �rt.�q ' €��� ti n t'� v �'�fw. + �s 5&j�� r�i`�;� ��4"�`<r.ae''�� s
���, �? ,�1�# ���t�ra °r � �� l �a�nk3 a r� " �`�9,_ a; r� � ��r�i+nt'��.p i,�.
' � �r; �t -� � ,,e;, ' �` �>, ,��..� � ~:��� � � � .
;., .��i�'`�,
. h 1;�1�0
r,u��st 2c, 1982
DcuK �j�c��•rS
Far;e 2
Critieal sizes of the vsrio»s elements of the s,istera arc• in::ieatac? �c:lox.
1•tI1��7"tt'M SEPTIC TA' K ^,APACITY 1GC'G Gallons
DRAIi1 FTF.LU FIFE UTA"1';T°R l: inch��s
SOIL TFtFJ{Tti�r�I' ARF.�'�:
6" of rock t;nder drain nipe 750 :.F
12" of rock under drain pipe ��i.b Sr
18" of rock under drain pi�e l�yS �c
DEPTH OF TREP1CFf 9ELO�.v EXISTItiI'� Gr'_1D:::
6" of rock under drain pipe 2? inclie9
12" of rock under drain pipe 28 inctes
18" of rock cnder drain pipe 32 inches
The above date is based on minimum cover over the drtiin fiald. It is
recotrm►ended that the minimu�n cover be used in order to allox for inaximum
benefit through evapo—transpiration.
�iven the nature nnd di.^�ensions of tha site, sre rocomi:end ttie drain field
be constr�scted �+ith four each 50 foot drain lines, connected by �'rop
boxes arran,ed down the slope crhere the tests wore run. The trencl: width
st:o��ld be � inches and there slio��ld be L' inches of ro:,k un�?er *he drain
field. Other arranf;ements meeting the abave de3if-n �:riteria of critical
sizea can be used.
R�'�tA RKS
T�—Fe tests and recomrnendations presented herein t�^re in ac�or:'.ance �rith
proces�ures outlined in the Onsite �ex3 e Treatrent :"a~�ual, �ubli�hed
by tlie UrLiversity of Minneso�gricuT�a ns on 5ervice and the
Mir.nesota Fol:ution Control Agency, 1982 edition. :,on�truction of tl�e
system should be in accordance xith thia manual.
Very Tru�y Yours I
f
I hereby ��ty rhni t���s plon,s�rcifi:oiion,or
TOAI SMITH ASSOCIAT^rJ: IIVC rspoA wes pr3Nared by me o�vnder my dlreCt
svperws�on and the� I am o duty Regtttorod
/
Pro(nssional En�ineer u+der fhu lcws of thm
� ���'� �� Stofe of Minnesota
T!i0i�u'�S K S�tITH� PE ::%:�, � .
TKS�aas THOw1AS 14 SMIiM
Date �Z3��—Z Rep•Na 9044
inCl
i
�
TOM SMITH ASSOCIATES ir
,�,*�a�` �,� f y;!ar�6�;�if;a� y�r ��' i �. �r p m� Y ' . q !r z '� a. "� � t ,r` '� s �'c � '� yU'1�'A �"'4z y .� � R.,
'r� ', p � � a � ^fi�c '� k�"" � �c � ts*
, rf ~.. � '�'�'°T'�� .�x xi-�, t�'';`��"�,�.�. * 4,e {: iv } .: ,� rw 4 �s t ��� � $i-�� m�E�,:�s�������,n Y.,,t,�q��"k�j•, .,
�` ' t - s ,nx� r � �+�'�' n�i't a.e r y���` � r k n � .�+k`''+Y'�i,-*�s�'� !
�' � a�� � a
� �� . Y t � : a . �p �� �# .g ��. U .�y1�
�� � _ � 't� r� i��" �4 f aE�e �.d�+si. 27.� .i�1,.r.� .y„!' �,.i i yr ?"� �� �; �ri�'.� �
3
' � I.oRe of Soil DorinRg _
Location or project 775 S. IIrown Roa:?, Orono� M11�.,�sotc� 4l0,%19L0
Bozings �de by Tom 5mith _ ' Date 8-12.-$2
Cla�sification Syetem: MSHO ; USDA-SCS ; Unified �_; other
AuRer ueed (check tvo; : Hand X . or Pover _; F11Rht • X , or Bucket _,: other
Depch� Borinq number B-1 De�th, BorinR number
in Suzface eleva[ion !i. 1n Surface elevation
feet feet
� CLAYL;Y SILT, Dk IIrown to Bros+n �
0•?5 xith roots, i•fed� Ihy (MLj
1 SANDY CLAY, DroWn, wit!� �ravel 1
below 2�� Mudiim► to stiff� Dry
2 _ above about !�� (tiu) (CL) 2 _
3 _ � 3 —
4 — 4 —
5 — S "_
6 — 6 —
7 — � —
E*: (�;' O:tING '
8 — 8 —
End of boring at 7 feet. End of boring at feet.
Standiag Water tnble: StandinR �►ater table:
F�resent at feet of depth. Present at feet of depth,
hours after borinR. hours after borin�t.
Not preaent in borin� hole X No[ present in borin}t hole
Mottled soil: Mottled eoil:
Observed at feet of depth. Obaerved at feet of depth.
Not present in boring hole �_. INot preeent in borin� hole j
�
Obs�rvations and co�ents: Obeervatione and co�ents: �
Soil quite dry above 1►', becoming moist
at and belox about 5�. No xater on recheck ,
at 2:00 Ffit 8-13-82 ;• �
,
�,�x,,,,,,�,�.,.._..,..,..._,.�...,�.,,,,_,..,,.. �..,,...e.�.,..,._-- -- -.,._,r,r,�,�,,. , .�
/ �
�"i��F,l 4�a ar t v�
r� ' � �� :�'�* 'w ''��fi{���y +� E >�
� � .�`y�� s�qp� � 's' } g
� � � i f J �R�F' : , �
� � `^i�(Y {p yf .'��, ,.,'t, � �'� f . ... �
i��� ``5 �r� o' nT t;,,� � ' ' s,. J � .�` � �y� y"i "
f � �M� ��Y V�� . A �� r'w p .M P��:�4 `�yR�jl �if`+(�� �f
p� � ejp �l�y�,�¢•�j j ! 1 � ,'� yy �J�",'.�y -�r'�f'� ��"�5.� �a '�4 6�� F��� .
���F��' �P� �'�,• �� �
�� � . �
P�RCOLAT'ION TEST DATA SHEET
` wo N 1940
Tesc hole locacion 1i1 S. rr�2:,.^,1..�i�,,, C:'or.o, "•'.1' Hole n�ber I'-1
� Date test hole vns prepare��..'i^.;?2 , Dep[h of hole bottom.3o iache6.
�� Diameter of hole. 6 inches. �
Soil data from test hole: Surface `sl�vations ^1i.9�
� !
Depth� inches Soil texture `
� _�,.A�� C1;•:e� ::ilt., L'k iiw�� to G:.,,, :.rs• �r/root�; i
�"-:0" ��s:dv Cla�;, �,ro,�rr:, w�F,r::v�? (tiil)
Method of ecratcl�inq sidevall Pointed hoe
Depth of pea-sized gravel in bottom of hole� 2 inches.
Date and hour of initial veter filling 4-1?-82 1:':GG T'o�m
Depth of initial water filling, 23 inches above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least
4 hours Otserva ion
Percolation teat readings made by T ir S i.th on
R_14�A? startir.g at � 19 _�ID . Maximum water depth above holc bocto
(date)
during teat, 8 inches.
Time Percola[ion
21me :nterval� Meaeurement� Drop in vater rate� Remarks
Minutco inches level. inches minut�es per
I inch
.
r
. ,�
2:L2 3� 2 1 1 21i
2s 22 Ref�ll
. �
:1
22 Ftei ill
L:20
� �
Percolation tate - __�Z minutes per inch.
d.. �i♦ d�'. . . t.�.
�.. 4 t ��;A � `.. �
� J h
' rry,[ Y� � l fY :.- n i �
LjY. � Y f
d,;.
y � l'.e?� k1r• �4 3 ���� ,A) �,fYe' 1 YS.l� r qp�� .4.�.
x
�
�
PERCOLATION TES7 DATA SAEET
. '+lOii 191�0
Tcet hol� location 77r S Hrn�Iic1�.II�IIa��RI Hole number p.�,?
Date test hole vas prepared f3-].2-E2
� Dep[h of hole bottom� 2l� inches.
Diameter of hole� _�,_ inches.
Soil date from test hole: Surface Elev:.t:•�n: 99.2�
Depth, inches Soil texture
0-9
C1��•e�, Siltt L'k i r��r:�� '�•o irc:;r.. .:rz�. a roots
�-`�, Sanc:y Clav, �T'Ol+T1 u/�r��vel (t.il l)
Hethod of sczatchinq sidevall Fointed Hoe
Depth of pea-aized gravel in bottom of hole� 2 inches.
Date and hour of initial vater filling 8 ]2 82 12'C" PI`I
Depth of initial vater filling� 1k inches above hole bottom.
Method used to aaintain at least 12 inches of vater depth in hole for at leas[
4 houre Obser1ation
Percolation test readings made by _ Tom Sr�ith
on
�� Haximum vater depth above hole bott
�_��_�2 atarting at �•l� -.m. '
(date) 8
during test, inches.
Time Percolation
Time Interval.
Measurement� Drop in vater rate� Remarks
?�tinutea inches level, inches inchtes per
2:IO 1ci llin�
2 s2 1� ]b 3 2
1 2 20
2 aari,_.,?� ,_
2: 2 �
�_ � 17 2 1 2 20
• � � ftefill .
:18 30 17 1 2 1 2 20
Percolation rate � 20 minutes per inch.
..
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T_ To S. B�►OwN RO
h�ovs t'
,
a�"
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� G�aAGE
TBM �
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GqRAG� F�GOR
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R-/ B•i
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9' 6
, S / TE SItE TG H WO � I.9�O SC ALE : NDNL
.. ,... ._...,..... . . ...,�.,�„t
e,.�.,._...... , . ..r ,...,� _.,�.., ..___�F�_..�_.�..�.. _.,-. .. ,.R.,,.,,,..,.,�„,,_�.,e.-
o� .
�. �
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� �=: � �ITY of ORON4
,;,,�;.r,�
� ��
� 'i i �, �,k:` �, Municipal Offices
� ;� ,�,� ,:; ; ti, -
t �:� '!a'�' G Street Address: �15a-a4q-�16� 0 Mailing Address:
t`9x�xp'S�'� 2750 Kelley Parkway P.O. Box 66
- Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: �7� ���w� � ' 'S '
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 CONFORMTTY (1-31: �-
1 "CODE SYST'EM"An LSTS which meets all the location,design and construcdon standards of the curre�t Orono Municipai Code.
Z(� "COMPLIANT SYSTBM" An ISTS which does not meet all the location,design and construction standards of the current Orono
`J 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 i.nrninent 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 consiruction standazds 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 luniting soil characteristics.
TANK CONDITION(5-71: �
Tank inspection indicates:
5 Pumpout not needed at this time.
6QSeptic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped �-16-0\ ).
Make sure septic tanks are pumped throu�h manhole and not throu�h white inspection pipes. This allows for the proper
cleaning Keep water softner and iron filter dischar�e out of septic svstem to prolone life of drainfield. Ask pumper to test
alarm float to verifv alarm is stiil workinS in your house The alarm warns owner that septa�e is about to backup into basement.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be mstalled m each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
DRAINFIELD CONDITION(8-101: �
8O Drainfield is dry,no surfacing evident.
9 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.
COMNIENTS: D«c��--c\� �,S tor-�\:a.�l-- �v�.p St��•L �`��1��
S�� ZooS'
�,Z,'3 — 0'-� /�.a�aC
Date of Inspection Matt Bolterman - Septic System Inspector
Note: In tl�e 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 �uarantee or certih� that an exiseing system will continue tu function properl�•, but is mercly an opinion of the adequacy of the system under cin-rent
conditiuns based on the available intomiation.
� ��
O_�::. O
������� CITY of �RONO
r� �,���'��}� S+
}v r♦ '.*�-.
� �`';d,�'`��,}''��''J �1r� ��llII1C1� ��ICe.S
���;`;i`�a;,o�g�'y' - Street Address:
� Mailing Address:
ESK 2150 Keliey Paricway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-006b
95a-�4q-y600
To Current Owner: Address: �7� O �own Rd s_
City Ordinance 199 requires fhat each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTENf CONFORMITY (1-3): �
1 "CODE SYSTEM"An ISTS which meets all the location,design and consuuction standards of the currcnt Orono hlunicipal Code.
2O"COy1PLIANT SYSTEM" An IS7S which docs not meet all the location,desian and construction standards of the current Orono Municipal
Code but does meet the t}uce foot scparation requiremcnt or two foot rcquirement for systcrtu installed 1996 or eazlier,and which is not failing or
an imminent threat to public health or safery.
3 "NON-COMPLIANT SYSTENi" A prohibited ISTS;an ISTS located within a desianated 100-year flood plain,any ISTS which may
or may not mect all the location,d�sign,or conswction standards of t�e current Orono Municipal Code and which is failing for any reason;and
any ISTS with lcss than thrcc fcet of unsatwated soil or sand betwecn the distribution device and the limiting soil charactcristics.
TANK CONDITION(5-:7�: �
Tank inspection indicates:
OS 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 yeazs.
Tank was last pumped ).
rlake sure se�tic tanks are pumped throuah manhole and not through white insnection viaes
This allo��•s for the proper cleaninE.
7 Inspection risers missin�tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
D INFIELD CONDITION -�Q : _�
Drainfield is dry,no surfacin�evident.
9 Some evidence of surfacin�,not critical yet.
10 Drainfield is saturated and visibty dischar�ing untreated effluent to the surface. Contact the City Inspector �
immediately.Repairs must be completed within 90 days.
COVLI�NTS: p��,=r�-z�� �cc}�S 0�� _
�-�'-°�' �� !`'�"t��'r`-�,,\
Date of Inspection biatt Balterman- Sepdc System Inspector
Note: In the evcnt that this inspection rcport is used to satisfy the requiremcnes for a mortgaae or other transfer of properry,be advised that this rcport does not guarantec
or certify that an eristing system will continue to funetion properly,but is merely an opinion ofthe adtquary of the system under current conditions b'ased on the avaitabte
information.
� \�
� �.���
��,
� �����'j�l
� .� ._ ��T� o� o�o�c�
ii � �� �� � �- , �
�, ' - ,,�, ''� �� Municipal Offices
� , � ~ /
`� '� � ' "` ' �'� ,� G �% Street Address: Mailing Address:
��' � � �� ' �" �' �' % P.O. Box 66
��. �9 � ' �c � 2150 Kelley Parkway Crystal Ba MN 55323-0066
�,��, kESHO �%
'��� Orono, MN 55356 Y.
To: The Current Owner of Address � � � �� N �
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 tl�e 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 brou�ht into compliance
within 90 days. Failure to do so will result in referral to the City Attorney for
legal action.
System Identified as Non-Compliant
Yes �No
If yes, system must be brought into compliance by:
December 31, 2007
December 31, 2010
Other
Septic Tank(s ump out 1\Teeded
Yes
No
The City recommends the septic tanl:(s) and/or lift tank be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
-1 - �(�- c� � . The tank(s) should be cleaned through the manhole and
not throuQh the inspection pipes, tlus allows for proper cleanin�.
Comments:
��C""`_`° ����' _"' ection �"d� •
Inspector. Date of Insp
Telephone(9�2)249-4600 • Fax (952)249-461b
�� O�
� � ��,
����0 O ���
��� ��� - '� CITY of ORONO
� .� � ��r��.;. � ,, ��
�y, , ; ,�ti;; Mu�;�;� o���
�.�9 ¢.�G�;' Street Address: Mailing Address:
��_,�$'�,+gg0� 2150 Kelley Parkway P.O. Box 66
= —__= Orono, MN 55356 Crystal Bay, MN 55323•0066
September 25, 2000
Charles & Janet Peterson
775 Brown Road South
Wayzata, NIN 55391
Dear Mr. & Mrs. Peterson:
An inspection of your septic system was conducted on September 21, 2000. A summary of the
inspection is below.
Septic Tank Condition
1. Pumpout not needed at this time.
The septic system is a compliant system, meaning it meets all or most current City and State
Standards. Enclosed is a list of licensed contractors who work in Orono on a regular basis. This
list is enclosed simply for your reference in case your septic system needs maintenance in the future.
Also enclosed is a fact sheet explaining your septic system and how it functions. Finally, an as-built
drawing is enclosed showing the approximate location of the septic system.
If you have any questions regarding this report, please contact me at the City Offices at 249-4600.
Res�ectfull
/ l"�'� �t,'�L�.Gc/
�
Chris Pence
On-Site Systems Manager
Enclosures
In the e��ent this inspection report is used to satisfy�the requirements for a mortgage or other transfer of property,
be ad��ised that this report does no guarantee or certif�the e�isting sy stem will continue to function properly,but
is merely�an opinion of the adequacy of the system under current conditions based on the a��ailable information.
This report must be kept on the premises��•ith the sy�stem location and pumping records.
. _ I
Telephone(952)249-4600 Fax(952)249 4616
www.ci.orono.mn.us
�
o,�,.
0 0��
C ITY of ORONO
�1 � r�,_ �,, ��
�, � s� _ ti '' Municipal Offices
'� ., �j'1'!��
F , Street Address: Mailing Address:
l� �;g,�i�
� � kESH���' 2750 Kelley Parkway P.O. Box 66
- --% Orono, MN 55356 Crystal Bay, MN 55323-0066
��. �; .
Owner: �� �(,Y�L. `�1 /�1./1�i r1 Address: 775 Brown Rd. S.
Permit #'s: 7240 Dates: 11/14/83 Contractors: Widmer Bros.
(This is �� ] an existing system [ ] new construction) .
SYSTEM COMPLIANCE (1-3) : 3
1 Code System: Meets or exceeds current City standards in all respects relating to desigr.,
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.
�j3 � Non-Compliant System: System may or may not meet current City standards for design,
L/ cons:ruction, or location, but is failing to properly treat and dispose of the currer_`
input; and any system with less than three feet of vertical separation between the bottom cf
the drainfield and the saturated soil level.
(The saturated soil level is [� ] or is not [ ] identified under this septic system. If the
saturated soil level is not identified, this classification is subject to revision.)
�TANK CONDiTION (5-9) : 5
(`5� Pumpout not needed at this time.
b 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 tan'.�cs
have not been pur,tped out within three years, they should be pumped out now.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(The tanks are [�� or are not [ ] water tight or the condition is [ ] unknown. If the tanks
are not confirmed to be watertight, this classification is subject to revision.)
�RAINFIELD CONDITION (11-14) : 11
1,1, Drainfield is dry, no surfacing evident.
2 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 Drair.field extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc.) : low
CObIMENTS: In order to confirm that your septic system meets Minnesota standards, soil borings
were performed to verify a 3 foot separation between the drainfield and the seasonal water table.
The separation is 2 feet and the system is non-compliant. City Codes do not require repair �r
replaceme:�t of the septic system at this time.
;' ' �� ��' `/'' ���' ' /9-----��t %" �'' /�`--'
Date of Inspection Sep�ic Systerd �fispector
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 `o
function properly, but indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510
� O�
CITY OF ORONO O � O
Municipal Offices
Post Office Box 66
Crystal Bay, MN 55323-0066 a � ON—SITE SEWAGE TREATI�NT
� �, INSPECTION REPORT
ti
��9kESH�4'�G
Owner• � � �Address• .F /���Y�tJI''\ K�, �.
Permit #'s: Dates: _ [ ��1'"�� Contractors: /i(��y1'(��� ���`�.�
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 �an existing system [ ] new construction)
SYSTEM CONFORMITY (1-3):
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
uithout 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 uaters.
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 j� has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identi�ed, this classification may be subject to revision.)
TANK CONDITION (5-10):
T 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 dischar�e.
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 punped
out now.
10 lnspection 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):
Dr field inspection indicates:
11 Drainfield is dry, no s;urfacing evident.
Some evidence of surfac:ing, not critical yet.
13 Drainfield is saturate�d and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. ReF�airs 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.>: � �� ���r�.�
COMMENTS:
/'
_ r .
Date of Inspection Septi 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 pre�nises uith the system location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal Bay, MN 55323-0066 a � ON—SITE SEWAGE TREATMENT
� � INSPECTION REPORT
'�� G~
9kESH��'�
Owner• S � Address• ����I�AM'\ /<c',�i S.
Permit #'s: � Dates: ����—�3 Contractors: /..✓ nePY ��i�(��•
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-stte sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is �an existing system [ 7 new construction)
SYSTEM CONFORMITY (1-3):
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 uhich does not meet all the location, design, and construction standards of the
current City Codes, but uas 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 tnto 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 CONDIT[ON (5-10): �
T�ryk inspection indicates:
�/ 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 pixnped out within 48 hours to eliminate surface dischar�e.
9 lnspection 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 punped 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 p�xnped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14): II
L�—
Dr field insPection indicates:
1 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.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils.water table,etc.): ��,✓
COMMENTS:
�-_��- a
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
properlyi 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 pretnises uith the system loc�tion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
OWNER �� /�. .Sf /�4 ADDRESS ��r�� /�t .�
PERMIT NO.'S. �1� DATES �/����� CONTRACTORS ! 1q!'� ���
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 � an existing system ❑ new construction)
� � 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.
❑ 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.
� 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' spection 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 accumu�ation in tanks is at a critical level. Tanks Drain ield 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 elimi�ate surface discharge. ❑ 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. ❑ 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
❑ High water table '�Low ❑ Fair
❑ Lot size � Medium O Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
`�/9-9/
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
On the North Shore of
Lake Misznetorika
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
OWNER +���-� /7� � ✓? / G1 ADDRESS ��� Y�✓OL✓Y1 l�[..dl. J �
PERMIT NO.'S. DATES ,�/ /`/ �? CONTRACTORS �/ P s ���-��
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 ❑ new construction)
� � 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.
� 3 Does not meet current City standards in many respects relating to design, constructio�, 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' spection indicates: ❑ Inspection pipe is located directly over tank baffle.(Dces not
�Pumpout not needed at this time. give accurate measureme�t 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. Ta�ks Drainfield inspection indicates:
should be pumped out as soon as possible. ❑ Drainfield is dry,�o 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 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 drain ie . ontact t e itv nscector
at next pumpout. If tanks have not been pumped out within imme iate y. epairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ rainf�lel-d 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
❑ High water table ❑ Low �fair
❑ Lot size ❑ Medium f� Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage �System is causing visible
surface discharge.
COMMENTS:
�D-//�90 � ,�-
Date of Inspection eptic System �nspector
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