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Contro)Agency Exis�in9 Subsu*Me:a Sen�ra8e Trealment Systems .
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MOUNb DBSIGN WORK SHBfiT Fiows to 1200
A. Average DeBiSa FLOW a�-t:�ma�d s�ways t�t�n edlora p�r bc�►
f�c+t�tS�v �C16T� ftb��t� �� I�a Q��1�►� .
, Fsstimated..�QS2._gpd(see�gra�A-1) � ac�s� aa�n aaa� aas nr �
� or meast�red x 1.5(ssfety frtcMr)_ -gpd 2 300 zts teo 6096
a �o soo ��s o��ne
B. SEPT�C TANK Capadty�Cicu�ts� 5 7��0 � 2�s�a �
' 6 900 8,26 33� Cians 1,
" ta0 ga�lOriB(Sr.��'fgurt C:U 8 120D � 408 oo1�a.
'�w�'P �Jt�►'�S�- 13e��y
G SOI�S trefa'to si#e evrrluationJ s �k i'i'u
5'�''a`"�'�
1. Depth to r�r�g]ayer= • 1.S � ee�u �� �w�«�`r� ��
2. Depth of peroolatfon t�ests= --" feet zw� t� � �
3. Texture G�� �.o�A� sai a�o0 � y�
Paroolaiic�t rafie��,mpi A�s��a t,s«! �eoo �
4. Scsil loading rate ��t� eod/aqft(�e,f#gurt D,33� �
5 Pe�roe�t land slape�96
_
D. ROC�C LAYKR DII4IENSIONS tee�c�X r 8'�s 40!�1i
lnf x 50`� wv.
�. Mul�' � avera$e des�i8�IIaw(A)by 0.83 tio obtaiY►r+ec�'rocklayer area.
__ /5 V $Pd x O.�i sqt't/gpd= ��* .,_s�ft
. Z. Det�an�ae rodc Iayer width=0.83 sqft/gpd x bne�r Loadi�g Rate(LI.R
o.���i�d" L--�ai�_ 'Q ft Mound LLR
3. I.e�gth of mck layer=area+wlath� .
-�--��'°1}+ --�—,����-�,--� < 120 MP! �12
B. ROCK VOLUME � � > 120 M P� < b
1. Mut ly rock ax�(Dl)by mck depth af I ft to get cud�ic feet of xock
��xXf��.rL�.cuft
2 rxvide cnft by 27 cuft/caydt io get cubic yaras
J a 3' ctstE +27 cuyd/cuft=�_cuy�d
3. Muitiply cub�c yards by I.4 to�weight of rock in fians
�__cu d x 14�i/ca d=.__�._._._fio�s
n.su�e�uoaw�ae��a
. SEWAGB ABSORPTTON WIDTH �,'�." �..�.. `�"" "�.
�w.ran� �� �ao �.ao
ffon wid#h equals absorptio�►ra#iv(See Pigure D-33)
rork laqer wldth(D2) „
�_x ro tt���,2.R
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: LandSlOpe> 1��0 SIOpe
G. MOUND SLOPE'WIDTH&i�TG'�H .
tlandsiape gu�ter that►196) : � 3:!6S
1. Downslope absorption width=absorpHon wid#h t� : .' ,�,
minus rock layer width(D2) ��*+wa�
��-_�,,��ft=_.�.2--� w.M..w. .�.."..
.wa
2. Calculabe ma�und size # �
UPSLOPE ►
a. Depth of cl�sand�II at upslope edge of "=."°'"�""'
xocic laye�t=3 ft minus the dis�nce to restri�layer(Cl) �
3 ft J•__S._ft=_!.� ft 5� �F 3 � �s� ��scs
b. Mourtd helght at th�upslope�°tian{C�� A��•�•
layer�depth of cl�sand of ro�ck�lay�c(1 ft} � �'�
at upslope edge P1� �
plvs depth of aove�c(1 ft) � o a,� ta se aa �o aa ao 4.e aa ao �a
ft+1ft+lf�m..�s�.— a� s,� �nn �.a sm u� su w �
c. Upsiope berm rnLtltiplier ba�d c�t lat►d�ope : s.a sa� s�as �u Wo sa ws s�s c.� ea�
a.V 1 —{soe f�gut'e D-3� s � �s# aas a�s asr c� �o u� sa �.n asi
d U ope width$ berm multiplies{G2c�x ; z,a � ua +.e1 � �'0` ''`s �,w �,a s� u»
�p�Ic�pe m°ttnd he�ht(G2b)' a •a� � an sa� sas �
��„x ,'� _,,.�„�ft s a� s� a� +u +ao s� a� s.�c �u �e �za�
DCJV11I�tSI+OP'A � a.a a aao �n sae sa� aee ses � na~ s�as
e. Drop in elevattox��ro�k Iayer wldth(D�x e �a asr aa � +.a aes sre aa us� �nt
ercent landslope{C� +100 � � a�cs aao � ud sn w +�w »�n �e.�a
P )d �}x__�__°1fo+100=.1.� R m � sm �as r.0 s� sa� u� �a vm uas
�.Yhyv�rnslope mou�d heigltt��depflt of cleatt n � � u; s�a ses � �a �� na vas �
Sand ior sl diff�tue(C+?e)at dow�s�ope a s� g� s�. �a sao c�e w 9.�r n� �s �ua
��p�the m�ound height at the =
upslope edge of rocklaye'r{G }� � .
•.�—ft+�_�_ ' erce�nt lutd s1c '
g, Down,slope berna mult�pl�c�based on p . ' " • '-
:t��� ��B��D``3�J a'.!�"�
h. Da�vvnslaPe widtt►=downslope multip�er ;
( ffiocues dvrtrvnslope ncava�d h�ht� '� � ro ,� w,�a
C���--�=�-��.3.5�--� S��d ,t a 1'1 � �� �$1
i. Select the g�t�r of G1.and G•tih as� � ������ .
doRnnnslape width: �...`_.f�fc�`er�i+a� $ ,►,��,,,wb,
j. �ofi�J.motmd width is tlt�e s�mc+of upslope �
wid@i(G2d)width plus x�ock layer width .,��. �
(D2)plus dawnslope width(G'?s) ,��•c�a___�►
,�_�+.�ft+�_.�= _�L_�(� �
k. Tatal mound lengfh is 81e aum of upa�Ope 1
plus rock layer le�ngth(D�)Pl��°P�widtla(C2d) .
_LZ�+-�_ft+-=-�" �q„"� 1X1��llri@11814x18:
' X
I Q1e�ed @ds waek i�t a�ccoYda�oe wldt wPP a� rules and Iawa.
I °`��r � � �l.-1(��d�dt'3�.(d��e)
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PRESSUIt$Y?ISTRIB�ON SYSTBM csowc�ta Ht�c
Z• $E�=lli�t OE�]SfiE�S g • " .
�• . ., .:':..s, ` ,r. ,��',,��.
2. ��W7i���=��i �� a �.++.�swi.•yy � :���{. "�_:
t
� sns�_l��r. .
3. Si�tne parto�ations shotdd itot be plst'ed ctoeer tt►an 3 foot� ���5'
t h e e d g+e o��e ro c k l a q e r(aee c�iagrann),sabtrnct 2 feet h�o�
. tl�exoc�clayerlength. E�klAaodrt�na�o�rol�n�rofl/4�wcep�doboa�
� � P�lolo�pl lo puo�apN�dOx d�Aa�p vo�dopott
•�--2ft =.�e.L_t't P�
4. I�e t�e ntu�bet of spaoes T�tvvetn p�c�s, �
Ixvid�e d�e iei�gth(�bY�����+►��tad �
�eilt bD�real+est wtt0�e num�ber. 2t 6 bl 18 98
_ Pezkoratian�__.!��__t�+�R=.�Q._apaaes • �A 8 iS 17 �6
s. 1V,ua�er af p�a�s is equsl to ane paus e�e rnmaber of � r tZ ib• 26
prarfocrafio�s�4). Chadc�rne E-4�o ase�a�a tJte t�tbrr of 40 7 it u s3
pt/�6iaff�ra pd�1�d�Igraa�pni�a<2496 dt�mrga�. br0 6 10 11 22•.
�O spaces+2=._�j,r.p�tioms/�t�sul E-4 P�on DI�in�m
6. A. Toml rnmnber of p�oa�tioais= �per]a�1 C� perforotlon d�er
tm�s:au�eme a�Iaterala(1) � �inch�
(ree�'j 3/16 7/32 i/4
--�L.�9/�lt x�]sta,.�.�.�t�s 1.Oa 0.42 O.S6
B. Cakalafie the squ�re f�oota$e Per Perfo�'at�oaa. ?.Ob Q54 Q80 1.04
Should be b-10 sq6tlpet�Dbrs not app�to atigmdr�
�vea a�►= rockw�a�►�er�X��,t�) s.o a� �.� �.�s
1 D ftX�s l�30 sa� a u»IArootfbrMnpN�myhai�r.
���P�'P��'�Rock bed�+=a,m�ber o#pe�fa(6) b
_ ��+�e3 r�o �o.t� eoff/� w�.aa mnwo....w.ros�wu�.me�
7. D26Elt�1B 3�6�jt1�flO�IN 2YUB�►mi12��►1t1,g 1�UE'�IIi�e!0�'
P��t� �'9�P�Perfosatia�la�s�+s Fr6) • � .
��p�x �._.�..gp/�p�=�Z gpan
S. �f�t�ls are eo�ut�6�fio header p3pe as e�a�vn os�upper
ex�a�ple,M�mfr�dm�required laberal�nebe�r;en�er � ,�,'� "`
�t�al Sa�t�d3�mc�ebec �o�f pert�raii� �''r
pe�a�afied latesal=..�_� "°��""
9 7f pezfarakd lateral ay�enn is attad�ed�o�old pipe near ��«�
fltie�lo�e�'diaSram.Pe�ozafied]�atera11en8��j and :"`�� � '�''"
m�mber of per�orati�s per Ia�ersl(5�wt11 be appa�oodnne�fiely adtie ...�.�«�.«
half of tbat tn sbep 8. Using these vah�es,aekct� -� � .
dtaa�eeter k�per[�otabed 1nte�i a '^"' indi�.
M Yr �
. . r� .�
I lroereby that I c�tplebed Il�is wo�Ic in a�ota4d�nee wfdh app3lc�bk� rul�a en�d lavvs.
,�.�--.°�'.�Z �� __ .._ - .. .
� �sB��rrio�v r�ocBnv��
1 Defierm3ne pump capadty:
, A. Gravi�y t�istr�bution
,�. 3. 1v�3�um r�quireddisct�rge�lo ggm .
2 Maxinnaut sag,�geeted discbaac$e is�5 gpnn. Far oti�er
est�blisbun�te at�St 1096 g�c+�tai�t2�n�the water supp�y rate,
• bat no fas�tban the rafie at w�iich e�ent w�il IIaw aut of fl�e
� distdbatia4s device.
B. PYessure distdbuiion
Sa pr�r+e distn'�ut�ott�+wrk sheet
Fr�A ar B Seie�ted puntp capadty:__��___gpm
2.Detexmine punap head reqaireme�
�►.B�vatloa�diff�ae between p�p and po�t of di�arge� ��aak�e��
, 3� —'� 1��
s.spedal l�d requ�M f sa l�grin at right-spectAt xard Regr�ina,�s) #o�a
� �et �elg�o�on
_ C�abculafie Ftktioc�lo�r pipe �
1. Seiectpipe diameter �d ry _..�...._.. ... ��d�
2. Bnter F�w�+e�9 wi�g�zn�{�A o�B)ana p�pe diam�fier(t��
Read�Cbtva�2oss ia f�eet pe�100 fiest brocnt Plgure&9 Specla! Head R�quiram ne�ts
`" �Loee= 3.� _R/100ft of p�ie ty Dis bul ebn— 0
9. Uet+e�m3ne�atal P���P�P�to sooil tr�tane�tt �IX'ti'�'�on S R
sliec3�erge po�n�.Bstia�fis by ada�ing 25 pe�nom�t bo p3pe�tgth for:
fittir►g loss.Tatal pipe leng�►t�mes 1.25=equdvslent p3pe 2en8th
���eet x 1.�5� y tiL.�eet ' ��„
4.Cslculaie tvtat�r�T��oes by mulHp2ying frkHon loes(C2) P�r 1W h�t
�
� in ft�l��b�►�e��P��(c3?,�na aiv�ae i�yy�ao. Ac+�►roro i.�°dta�"'1°`�
= 3•S ft/100&x u r� +�0p a )t�. �
' D �'otal heed required�s the atua a�e�evatlo�t dif�esetce(A),�i 20 2d! 0.78 0.11
h�td i+�tb(B},and btal�IoeB(C4� 25 3.75 1.11 0.16
' 37• ft+ S i'h�. {�} ft� 30 6.23 i�66 023
Total head:___�.�__feet � a� z oa o.ao
w a�t 2.�a o,�
3.Ftt�p SP.I�OIi � 11 A? 3�,28 OA8
80 19.46 3.99 Q.66
A m�t ue�e�ce�to aeH�r a�� ss aaa am
� —�'� ea s�o as�
(1A a�B)�vith at le�t_ 5 V feet of�otal head{2D) 66 6.48 a9b
1
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I aerHfy tltat I camnpkted t�s wurk i�t aa�da�oe wi91 atpplkable a�+di�, suies�ki�rs.
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I N V O I C E
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�I��ERH cEssp�O
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10624 DOUGLAS DRIVE, BROOKLYN PARK, MINNESOTA 55443
424-2180 • 420-8808
441-3898 • 427-5918 Date --' 79 ; -_i1
NAME
ADDRESS
PHONE VJ
JOB ADDRESS ' '�''�
DESCRIPTION AMOUNT
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Employed By
Approved by Customer Signature
Work Completed By
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C I�Y of OROLiTO
Post Office Box 66•Cryatal Bay,Minaeeota 55323•Municipal Officea
•
� � � � On the North Shore of Lake Minnetonka
October .24, 1990
Robert Hauser
1480 Sixth Avenue North
Long Lake, MN 55356
RE: Septic System Repairs
. Dear Mr. Hauser:
This is just a reminder that a recent inspection reveal.ed that
your septic system is failing to treat waste properly and must be
repaired.
Please contact me as soon as possible. You have ninety (90) days
in which to make repairs to the system. Encl.osed is a copy of
the report and a list of licensed septic contractors in the area.
If you have any questions or there are any probl.ems, please
contact me at my office ( 473-7357 ). Thank you for your prompt
attention to this letter.
Sincerely,
� !—�iU� .
Stephen Weckman
Septic Inspector
SW/lsv
BUILDING&ZONING-473-7351 • ADMINISTRATION&F[NANCE-473-7358 • PUBLIC WORKS-473-7359
ASSFSSING FAX-473-0510 �
. .����� � ..-.
� �\
;��� O O ..�,�
� �l�. C ITY of ORONO
� , , � :��,���oe�
r ,,� ,ti�',�j� r�o�soX�
��\'� � '� ``',,t ,�"�'..r.�,��j� Crystal Bay,Viinnesota55323
�
\kE���i
May 31, 1991
Robert Hauser
1480 Sixth Avenue North
Long Lake, MN 55356
RE: Septic System Repairs
Dear Mr. Hauser:
This is a reminder that a recent inspection revealed that your
septic system was failing and must be repaired.
Please contact me within 30 days to cliscuss your options. You
have 90 days 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:
l . Hire a Soil/Site Evaluator to do the necessary testing
and design.
2. Submit the design to the City for approval.
3. Once the design is approved, have one or more
contractors bid on the approved design:
4. The contractor you choose should then obtain a permit
from the City before starting worY., and he will call
for the requirecl inspections.
If you have any questions please contact me at the City offices.
Thank you for your prompt attention to this letter.
Sincerely, •
.���-
Stephen Weckman
Septic System Inspector
SW/lsv
�LEPxor�-a�-r3s�•Fax-a�-osio
�o�
0 0
=�,��a r��, CITY of ORONO
� ,�: . �.:� �,
� .�i �,�-,,���;, ,�� ,�ti M�;�,� o���
� � ,��•�,�����'�''�G Street Addross: MailinQ Addross:
''��HQ4' 2150 Kelley Pa�kway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Mazch 24, 2000
Robert&Sa11y Hauser
1480 Sixth Avenue
Long Lake, Mn 55356
Deaz Mr. &Mrs. Hauser:
�
An inspection of your septic system was conducted on Mazch 21, 2000. The system was installed on
June 3, 1992 by E. J. Peterson Co.. A summary of the inspection is below.
Se�tic Tank Condition
1. Pumpout not needed at this time.(Last Pumpout 7/24/97.)
The septic system is non-compliant due to a lack of a three foot separation distance between the bottom
of the drainfield to the seasonally high watertable. The three foot requirement is a State Code,not a City
Code. A soil boring was conducted to determine the depth of the seasonally watertable. The septic
system must be replaced by December 31,2005.
Enclosed is a list of state licensed septic contractors who work in Orono on a regulaz basis. Also
enclosed is a fact sheet explaining how a septic system functions properly. Finally, an as-built drawing
is enclosed that shows the approximate location of the septic system.
If you have any questions regazding this report, please contact me at the City Offices at 249-=1600.
ec ,
r ��lV�
Chris Pence
On-Site Systems Manager
Enclosures
In the event this inspection report is used to satisfy the requirements for a mortgage or other transfer of prnperty,be
advised that this report does no guarantee or certify the eaisting system will continue to function properl�,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.
Telephone(612)249-4600 • Fax(612)249-0616
_-'--� -
: � �
�;;';'O ,
O.;,,
r;
��'� CITY of OIZOl\T�►
�
�; � ,;
, � :,
' � �; ��, : Municipal Offices
` '� ' � "� G ' Street Address: Mailing dddress:
�9,kEsxp'4�� 2750 Kelley Parkway P.O. Boz 66
. .. .- Orono, MN 55356 Crystal Bay, MN 55323•0066
To: The Current Owner of Address � � �� 5�`�`��''�
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 lulown 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 Attomey for
legal action.
System Ident' as Non-Compliant
Yes
No
If yes, system must be brought ' o compliance by: �
'�4,,�,� -�;, , 2007
December 31, 2010 '
Other
Septic Tank(s) Pump out Needed
Yes
No
The City recommends the septic tank(s) and/or lift tank be serviced and pumped
out every tllree years. City records indicate the tank(s) were last pumped out on
. The tank(s) should be cleaned throu�h the manhole and
not tl�u•ou�h the inspection pipes, this allows for proper cleanin�.
Comments: ��l S��C'c�� 1--)+9 5 T�C��.� �A;'!. �� � � 5 �-f S •t-P�,
01�.� .:�� a3€� � ��cd i9��-�c� �� �"��t.C� '�c-:= . ;�ta:;?
� �
Inspector: Date of Inspection �-��
leleo'ho�� (9�2)249-�600 � ]F��(952j 2�9-�6�.f�
' L4'W'S4'.C1.04'OP10.Rif9.LiS
o _ _ _
� �
o ;,� o .
-�����T . CITY of URONO
.� ����� --.�.
�, ,� .�;. �lS Munic.ipal offices
�' '�vr�� -�,� ,�G Street Address: qsa-�49—y 6o O M�ilin�A�ross:
�g�g0"�" 2750 Kelley Parkway �.0. �ax 66
Orono, MN 55356 Cr�►stsl �r, MN 55323-0066
To Current Owner: Address: �� �� S�� �t- ��
City Ordinance 199 requires that each existing on-site sewage treatme.nt system in Orono be inspected every two years.
The on-site sewage treat�nent system at�e above address has been inspected and appears to fall into�e categories checked below.
SYSTEM CONFORMITY (1-3): � _
. . __._ _. _ .
1 "COI)E SYSTEM"An ISTS which meets all We location,design and construdion stendards of the cuirent Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not mea all du locarion,design and construction�andards of the cucre�t Orono
Municipal Code birt does�We three foot sepmation requir�ent�two foot raquir�t for systems mstalled 199b or earlier,and
wltich is not f�ing�an i�in�t threat to public heaNi�or safe�.y.
3� "NON-COiVIPLIANT SYSTEM" A proh�ited ISTs;�rsTs iocated w;thin a ae,siguated loo-year 800a plain,any rsTs which may
or may not me�all ihe location,design,or conshuc�ion standards of We c�ur�t Orono Manicipel Code and which is fa�7ing for any
reason;�d any ISTS with less than three feet of unsaUuated soil or sand betwcen the distnbution device and tbe limiting soil chat�istics.
TANK CONDTTION(5-7): �
Tank inspection indicates:
5�Pumpout not needed at this time.
6 �Septic taaks must be pumped out this year (city code recomm�ds tanks to be pumped out once every 3 years.
Tank was last pumped, l. .
Mske sure seatie hsks sre namned t�re�h�auhole and eot t�roa�white i�snectioa nines. T'ris allows for the uroaer
cleaaies. Kceu water sot�er and iroa 5lter dischar¢e oet of seatie svsbe�to arabu¢life of draiafieW. Ask na�aer to test
aiarm float to verifv alarm is sWl worl�ag in voar�ouse. The aiare�svaras ow�er ttiat seuta¢e is iboat to baclma ieto basement
7 Inspedion risers missing-tanks could not be inspected- Inspedion risers{4"dia.PiPe)must be installed in esch tank. If
tanks have not been pumped out within the last tbrce years,they should be pumped out now.
DRAIIVFIELD CONDTTiON 8-10 : d -�
8 Disinfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critic;al yet.
10 Drainfield is sabuatsd and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be ct;mpleted within 9U days.
co�rrrs: t�:��1� � �y►� �.� a- ��� ►� r� ���
�� �2.-3�-to�7 _ �r bLF*r� :�- `�' �� �=e� a-�/ b-�
C�y S.r� �c�.�.-� .
�o-�s-�� �� ��
Date of Iacpection Matt Soltern�ar►- Septic System Inspactor
Note: In We event that this ia�ectic�n reqwrt is usod to satiafy t�e requir�for a mortgage or oma transf�of pmpe�ty,be advised lhat this repoct does
not guarantee�.catify t�at an existing syst�w71 contin�w fimction PmperlY, but is merely an opinion of t�he adequacy of tbe sysam undea curnnt
conditions basod�the ava�7abk�.
� ��
.�
..�, .
=��'�T-� CI�'Y of �R4N0 �
1 5 y� �-.�
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f�
A�' y�� �t�
.�;�
`� �L='
� ,�p,��,� �.��� G'ti biunicipal Of�ices �
l � �„;�i� g�i ' Street Address: Mailing Addreus
��SI3� . 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323•006b
� 95a-�4q-y600 �
To Current Owner: Address: I 4�� s � ��.�- N-
Ciry Ordinance 199 requires tlzat each existing on-site sewa�e treatment system in Orono be inspected every two years.
?he on-site sewa�e treatment system at the above address has been inspected and appeazs to fall into the eategories checked below.
SYSTEM CONFORMITY (1-31: �
1 "CODE SYSTEM"An ISTS which meett all the location�design and construction standuds of the eurrent Orono Municipal Cede.
2 "COMPLIANT SYSTEM" An ISTS which daa not meet all the location,design and eonstruction standards of the eurrent Otono blunicipa]
Code but does meet the three foot separation rcquirement or two foot rcquirement for systcrtu ir�talled 1996 or eariier,and which is not failing or
�� 'an imminent threat to public health or safery.
( 3 1 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an 1STS tacated within a daignated 100-year flood plain.any ISTS which may
�� or may not meet alt the location,duiori.or eonstruction standards of�e eurrant Orono Municipal Code and which is failing far any rcason;and
any ISTS with less than three feet of unsaturated so10�sand betwcen the disaibution device and the limidng soil eharacterisdcs.
TANK CONDITION(�-:71: S �
Tank inspection indicates: � . _ .
� Pumpout not needed at this time.
6 SeQtic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumpzd a0 0 f �, •
1�Iake sure seatic tanks are pumaed throu?h manhole and not through�vhite insoection uipes
This allo�ti•s for the orooer cleanin�.
7 Inspection risers missin�tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
DRAINFIELD CONDITI0�1(S-t�: (U
8 Drainfield is dry,no surfacino evident.
9 Some evidznce of surfacing,not critical ye� �
�rainfield is satunted and visibly discharging untreated effluent to the surface. Contact the City Inspector
unmediately.Repairs must be eomplete&�ays.
C0�11�i 1ENTS: �e c�:��,e\�c ��S 5�t �-c,�: q�.� ��S c, AS�- �•".S�-o r— o�-
_ ��cS��,c: � - �cplacL �cn:��.�1 b7 �o-�- L�io3,
10 -7 - o a-. �� j��zm-�.1
Date of Inspection Matt Bolterman- Sepac System Inspector
Note:In the event that this inspection rcport is used W satisfy the rcquirements for a mortgage or othec tracufer of properry.be advised that this aFoR dou not gusrance�
orcertiFy�tiu an e:cisting rystem wili continue W t�nction pcoperty.6ut is merety an opinion ofthe adequary o[the system undereurrertt eondidons based on the avulabte
infocmation.
� �� .
O ; O
-�� �� CITY of ORONO
, � �
� ,�� t�"� �
\�, �' � ;��, Rr Municipal Offices
� �'' �/;!I L.�d�� �
.�9 , � � �`��.�G Street Address: Mailin�Addrou:
$EgHOg' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: I�C� Address: 1480 Sixth Ave. N.
` Permit #'s: 4328 Dates: 6/3/92 Contractors: E. J. Peterson Co.
(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 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.
� Non-Compliant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom of
the drainfield and the saturated soil level.
(The saturated soil level is [X] 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) : 7
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 1ze numDed out within 48 hours.
Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(The tanks are [ ] or are not [ ] water tight or the condition is [X] unknown. If the tanks
are not confirmed to be watertight, this classification is subject to revision.)
DRAINFIELD CONDITION (11-14) : 13
11 Drainfield is dry, no surfacing evident.
1� Some evidence of surfacing, not critical yet. Repair is not required at this time.
J13� 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 FAILiJRE: (system age and condition, soils, etc.) : failing
COMMENTS: The septic system is classified as an eminent health hazard due to surface discharge.
The system must be repaired, replaced or connected to municipal sewer by 11/17/1998. (Municipal
sewer may or may not be available to you.)
����
Date of Inspection e i System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510
� o�
O :`� O
������=� CITY of ORONO
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�.t � �yG Street Address: MailinQ Addreu:
`�fEgg04' 2150 Kelley Parkway P.O. Box 66
Orano, MN 55356 Crystal Bay, MN 55323-0066
Owner: �_� � ��J� Address: 1480 33xth Ave. N.
Permit #'s: 4328 Dates: 6/3/92 Contractors: E. J. Paterson Co.
(This is [�j an existing system [ ] new construction) .
SYSTEM COMPLIANCE (1-3) : 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.
� 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.
(Tha saturated soil level [�] has or [ ] has aot been idaatified at this time. If the
saturatad aoil leval has not been ideatified, this claasification is subject to revision.)
TANK CONDITION (5-9) : 7
5 Pumpout not needed at this time.
� Solids accumulation in tanks inQicates they should be pumped out this year.
System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
(DuriaQ the last septic tank Maintanance Pu�out the tanks [ ] were or [� were aot coafirmed
to be waterti�ht by tha licansed pua4pia� coatractor. If the taaks were not coafirmad"to be
watertiQht, this classification ia subject to ravisioa.)
DRAINFIELD CONDITION (11-14) : 13
11 Drainfield is dry, no surfacing evident.
� Some evidence of surfacing, not critical yet. Repair is not required at this time.
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.) : failinQ
COMMENTs: Your septic system is an emminent threat to public health and safety and must be
repaired or replaced by 7/15/98. The tanks must be pumped as often as is necessary to prevent
sewage discharge until repairs can be made.
��� �,
Date of Inspection Se tic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510
CITY OF ORONO " O�
Municipal Offices O O
Post Office Box 66
Crystal eay, MN 55323-0066 � � ON—SITE SEWA(�E TREATMENT
INSPECTION REPORT
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�9k'ESKO�'�
Owner: e'1r �l/ Address: /%()O �/�[/h �/(/^s
Permit #'s: Dates:���Contractors: L-� 1� �1r� ( /'�*
City ordinance number 100 requires that each on-site sewage treatment _system in Orono be inspected o� a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked betow.
(This is �(7 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
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 gro�x�d or surface waters.
3 "NON-CONFORMING STSTEM"-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 sotl characteristics.
(The limiting soil characteristic rT i has or [A has not been identified at this time. If the limiting soil
characteristic has not been identitiEd, this rtassification may be subject to revision.>
TANK CONDITION C5-10):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Solids accunulation in tanks indicates they should be p�anped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. fianks should be pu�nped out as soon as possible. '
8 System is discharging to the surface. Tanks must be punped out uithin 48 hours to eliminate surface dischar�e.
9 lnspection risers missing-tanks could not be inspected. lnspection risers (4" dia. pipe) must be installed in each
tank at next punpout. If tanks have not been punped out within the last three years, they should be punped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids acc�mulation).
If tanks have not been pury•x�d out within the last three years, they should be punped out noW.
DRAINFIELD CONDITION (71-14):
Drainfield inspection indicates:
11 Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
3 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed uithin 90 days.
14 Drainfield extent and condition unknown.
LIMITING S1TE FACTORS (slope,setbacks,etc.):
POTENTIAL POR SYSTEM FAILURE (decends on soils.water table.etc.): �
COMM NT : —
Date of Inspection Sept' Syst m Inspec or
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 en 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 with the system tocQtion and punping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO �O�
Municipal Offices O O
Post Office Box 66
Crystal eay, MN 55323-0066 � � ON—SITE SEWA(�E TREATMENT
„� � INSPECTION REPORT
ti
��9kEs8o4�G
Owner:�I`��� T�nl�1�� Addres s:�/Y(�V � � , J✓� �
Permit #�'s: Dates:=�/� Contractors:��, 1� ..��� �
City ordinance nunber 100 rec�ires that each on-site sewage treatment .system in Orono be inspected on a regular besis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(7his is � an existing system [ I new construction)
SrSTEM CONFORMITY C1-3): �
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, end 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.
"NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which mey or mey not meet all the location, design, end construction standards of the current City
�Codes and which is faili for any reason; and an system w�th less than 3 f unsaturated soil or sand
between the distribu '
(The limiting soil characteristic � has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identifie?l, this classification may be subject to revision.>
TANK CONDITION (5-10):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicetes they should be p�xnped 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.
[87 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar�e.
'4 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed �n each
tank at next punpout. [f tanks have not been punped 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 accunulation).
If tanks have not been punped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Drainfield inspection indicates:
11 Drainfie[d is dry, no surfacing evident.
1�, Sane evidence of surfacing, not critical yet.
(1� Drainfield is saturated.and visibly discharging untreated effluent to the surface. Contact the City Inspector
' iatel .
14 Drainfie ex en condition unknown.
LIMITING S1TE FACTORS (sloae,setbacks.etc.):
POTENTIAL FOR SYSTEM FAILURE Cdeaends on soils,water table.etc.): �
� � � � ��..
CO ENT •
�
ate of Inspection S i System Inspe tor
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 opim on of the adequacy of the system under current conditions based on the available
tnformation.
This report must be kept on the premises with the system locetion and punping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO �O�
Municipal Offices O O
Post Office eox 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWA(3E TREATMENT
,� �, INSPECTION REPORT
ti
��'�k'Esxo4`'�G
Owner: ��LiN�Y �A�/V �U.SGt� Address: �7'aQ .�iYfh�fh/P. �.
Permit �'s: ' Dates: 6?/s2 Contractors: �,V� �'f�tPrG�1�. Co.
City ordinance nuinber 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
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM'�-A system whtch 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 uhich 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 sotl characteristics.
(The limiting soil characteristic [ ] has or [7�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 (5-70): �
T,�r� inspection indicates:
cy Punpout not needed at this time.
6 Solids accumulation in tanks indicates they should be punped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. 1'anks should be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be punped out within 48 hours to eliminate surface dischar�e.
9 [nspection 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 punped
out now.
70 lnspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been punped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14): /1
-H—
Dr field inspection indicates:
1 Drainfie[d is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
73 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 Cslope,setbacks,etc.):
POTENTIAL POR SYSTEM PAILURE (depends on soils.water table,etc.): /Y/�Cl,tiY!'�.
COMMENTS:
Date of Inspection tic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properlyi but is merely an opinion of the adequacy of the system under current conditions based on the available
informatton.
This report must be kept on the prEmises with the system location and punping 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 � � ON—SITE SEWA(;B TREATMENT
v� � INSPECTION REPORT
ti
��9kEsHo�'�G
Owner: l�D'�"! {- �/N tfA✓S�I� Address: fY6C9 .�1�7{'� l"f✓�. /l/�
Permit �'s: � 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 �nspected and appears to fall into the cetegory
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
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 into ground or surface waters.
��NON-CONFORMING STSTEM"-A prohibited system; a system Located within a designated 100-year ftoodplain; 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 D�l.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): �
T� inspection indicates:
Pumpout not needed at this time.
Solids accunulation in tanks indicates they should be punped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be punped 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 �n each
tank at next pui�wut. If tanks have not been punped out within the last three years, they should be punped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been punped out within the last three years, they should be punped out now.
DRAINFIELD CONDITION (11-14): �
Drainfield inspection indicates:
71 Drainfield is dry, no surfacing evident.
Same evidence of surfacing, not critical yet.
3 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
imnediately. Repeirs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (sloae,setbacks.etc.):
POTENTIAL FOR SYSTEM FAILURE Cdeaends on soils.water table.etc.): �n.l7V ;//�fA
—T
C ENTS: �' � 2��
N .
. �
�
Date of Znspection ptic 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 tunction
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 with the system locetion and punping 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 /�.C��°jr'�' � �(�� t�o4LSe� ADDRESS /7 6� b,�iJ��..�l�,1l,1�
PERMIT NO.'S. �L DATES � CONTRACTORS �
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be i�apected on a regutar 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 existi�g system ❑ new construction)
� � Meets or exceeds current City standards in ali respects relating to design,constructio�,and location.Appears to be operating
properiy.
� 2 Does not meet alt current City standards for new construction (1978 Code) but in most respects appears to be designed,
loceted, a�d constructed generally in accordance with previous codes.System appears to be functioning properly;no major
upgrading of the systern 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 wurce of pollution to surface or groundwaters,or is
creating a safety hazard,or is othervvise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is�ecessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your co�tractor must obtai�a permit before work is started.
SYSTEM CONDITION ( m Checked items mey require your action)
Tan�k/'napection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
,�Pumpout not needed at this time. give accurate m�urement of solids accumulation.) If tanks
❑ Solids aecumulation 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 levcl. Tanks Drainfietd inspection indicetes:
should be pumped out es soon as possible. ❑ Drainfield is dry,no surfacing evident.
❑ System is diacharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge, � �Drai ' ' ' discha in untreated
❑ Inspection riten missing—tanks could not be i�spected, efflue h rf This condition ma re uire rep ace-
Inspection risers (4"dia. pipe)must be instelled in each tank ment or additions to drainfield. Contact t itv nsoector
at next pumpout. If tanks have not been pumped out within _�mm ��A+e�� Reesirs must he com�leted 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
O Slope (depends on soil types,water Future Expansion
O Soil table,and system condition) ❑ Adequate
❑ High water table ❑ Low air
❑ Lot size ❑ Medium Poor
❑ Lake,wetland,or stream Cj High � Inadequate
❑ Drainage �..System is causing visible
surface discharge.
� �
COMMENTS: 17I U ►�S
/ /� !,l 11et�—�
Date of I�spection eptic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report dces 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 GOLO COPY/Homeowner