HomeMy WebLinkAboutSeptic info SEPTIC SYSTEM I FORM.'`z`�'ION
STREET ADDRESS l J � � • "� ' l
LOT �
3LCC:C f� SUBDI ISION��p ��
MONTH P.ND YEAR TESTING DONE
ITEMS ALREADY COMPLETLD � "�
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,_,> �� •.,�/' � ,� , r'
NEED TO COMPLETE BEFORE ISSJING BUI DIVG PE?�`'II'I';
OBORINGS
OPERC TESTS �
J� �`, e
( }�) SYSTEM DES IG�1 /�P ��� � r� J
![�'
�SITE PLAN
�l�
O OTHER
OCOMMENTS
DATE THIS SHEET FILED o� �� BY � ''�� �'�����'
SUBDIVISION FILE NO. ��
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ST. MICHnEL, MN JJ `� `��"�
497•3��6G !�� : �; ,�' ,.,� �`'
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Steven 3. Schir.. �'�
October 26, 1989
John Mc[�owe 11 0�
Tract A, RLS 748,Lot� Bayside Ridge ;
Parcel l, West Site ub-Div.
Orono, Iienn. Co. , MN
This system is Designed for a Type 1, �our bedroom home and in accordance
with the Minnesota Pollution Control Agenc Chapter 7080 and local
ordinances .
The soils on this site are typical of SCS oils mapped -, KkC2 - Kilkenny
clay loam. A seasonally high water table as located at 12" , 14" , 16"
& 18" , (mottled soil ) . Due to the seasona ly high water table , a
� pressurized mound system will need to be i stalled. The bottom of the
rock bed must be located at least 3 ' above the seasonally high water
table.
The soils at a depth of 18" have a percola ion rate aver.aging 45 . 6
min/inch and are adequate for treating sep ic effluent.
A pumping chamber will need to be installe to lift the effluent to the
treatment area.
The manifold and supply line pipe must hav back drainage to the pumping
chamber. The distribution pipes shall hav their ends capped. Be sure
the rock and sand fill material are clean. The sod layer below the
entire mounded area must be turned over, j st break up the sod, be sure
not to over work.
The power supply and switches must be loca �ed outside the manhole and
pumping chamber in a weather proof enclosu e. A warn�ing device must be
installed with a light and sound device, t is is in case of a pump failure.
(Mercury floats are a goo.d method) . �
�All neighboring wells are located more tha 100 ' away from the proposed
treatment area.
Keep all heavy equipment off of the prop.os d treatment area before and
after construction as mueh as possible. T e treatment area should be
marked off before construction. -
� CONT ' D
Soil and Percolation. ests
S�ptic Sysl�m Desi rt
With proper installation and maintenance, this system should have no
problem in treating septic effluent effec ively.
a
Recommend to pump the septic tank every y ar if there is only 1 tank
& every 2 years if there are 2 tanks .
� �
��_____.�� �..`�� �__
Steven B. Schirmers �>S�
SBS/ds
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� -�"t`� �t�'� 3� XS�iI Borings
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� P?�'4f�-'�•S Lt�Y-�.5E= GL�GC.� ''
� . _3�c�"���-��. r,�� ���,�� V hote� This sy�'em is to b
ifhe M,�nnesota Po!lu'
� Chapter 7080
� Note : Check all underground utilities
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. _ :� SET-' BACKS .� .
�+OUSE . Sys';em must be� _ , . , _
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. • . � •_ ior�k =�� `rem �re�e�ty l:�,es
- �1_��t��3..'S�+-�'� T - � fro'tr; we�!s
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Trectment erea 112� irom prcper}y I�r�es
_._ i,�!�„�N��.�S w,r�x.`'-i�" �S �ir�m we"!s
- . . E.�CrF1c� —�
�o �'{rer� b'�;s.
i- -, , .� !rcm ;rees ,
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L 'L —C�i1-t— �rt'�i(1. . r--1-�!� --" .
� � �'��a s:,J'P�'_P�'�
- Tcnk Tonk �:I
_ Drop to Tonk
..i PR`'
_ � N:in. 1��10 S� �P�rnp��9
N�ox.l�to4� � �f�P '���`�S G1-a�,�L.c�c�J Ctiam~er
. 4'�to 6��d;a.p�pe
SYSTEM �ES+GN -N.OUND � 4S-�
, TYPE-�� � BEC,�;JOM , Averoge perco�e!ion ra'e�min./inch (design.83 sq.ft lreo'ment orea per gol. of dc
_ o o gal./daY x.83sq H�/go;.�i3� sq.ft.of trectmer' creo +IU% =�2 sq.f1. (= IOft.w�dth=s�fi.!ength of bed
� C{eon rock needed- ty7_sq.ft.treotmenl area x •1��deplho'rock=.ys2y..cu.ft=27=��cu.yds(3/4�10 21l��dio.
�'��- C!eon sond fili below rock r�ee�ed � o cu.yds. opprox. , sanc'y loam bock fi!I�-cx�.yds,op�ox., iopsoil 6��_'2S
t�..)�s t-1'�-0 �S 1.Q
Number of tanks req��ired_.dL_, ist tank oo gol. ;2r�lonk oDv goi.m�r�m.rns P�us Fu.,�P��...►� c-��,"�
Pumping chamber copocity- 25% of doily sewoge tkwv of lQ.� go!.=1�ga�.+reserve storoge of 150;�s 1/B�.
of�`�go'./IOOlin.fl.of��dio. st:ppiy pipe, 1in.f1.needed J�S � a,�9a!i mon'o!d�go!J�O�IiRft of�"dic
total copocity needed �B v�,,o;.(p;us orea tor pump) u�� n,.,-,. /DOC� a�,l_�ti�,
Oistribution pipe �.L�.'dio. � �lin.ft., ��+d�o. perforolions�l���oporf
. Pump size�hp. (pumpable copacity L��go!. 4 tycles/doy) u�f-� a.�' H��c c-��_��5c-
� No1e � When construuing bed - , this area shoub be 5hoped Note= Dis'once trom �
�o d�vert run-o'i from eme�ing treo�ment orea. v��f?T�� '
L-13
CFRTIF,ICATION # 00627 Lo s of Soil Bor n s •
Location or Project Joh McDowell Tract A P,LS 748 ,Parcel 1, West Site ,Orono
IIorings made by 5-P Testin Inc. Steve Schirmers Date 10-17-89
Classifiction System: AASHU ; USDA-SCS ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 1 De th, Boring number 2
in . i . ,
feet Surface elevation 100 . 7 fe t Surface. elevation 9� • g
0 - � 0 -
Topsoil :dark brown loam Topsoil dark brown
0 - 10" � loam
1 - Gray brown loam 1 _ � �� 0 - 1 '
TO" - 1 ' 4" 1 2 -MOTTLING Dark gray
1-1/2 ' MOTTLING l ' - 1 � g�� clay loam
2 _ Gray brown clay loam 2 _
1 ' 4" - 2 ' 4" Rusty gr.ay brown
Rusty gray brown clay loam clay loam strong .
2 ' 4" - 3' stron 1 ' 8" - 2 ' 10"
3 Rust ra brown loam 3 Rust
Y g y y gray silty clay loam
3 ' - 3-1/2 ' 2 ' 10�� _ 3 � 8��
s ����tyl�amy3-1/2 ' - 3 ' 10"
4 Rusty olive brown Rusty gra�� silty
loam loam �
3 ' 10" - .4 ' 10"
S Rusty olive br.own 3 ' 8" - 5 ' 2"
sandy loam Rusty olive brown loam
4 ' 10" - �6 ' S ' 2" - 6 '
6 - � , -
7 - . -
a - � _
�nd of boring at 6 ' feet. End of boring at 6 ' feet.
Standing water table : Standing water table :
present at feet of depth, resent at feet of depth,
hours •after boring. hours after boring.
Not present in hole X ot present in hole X
Mottled soil : ottled soil :
Observed at 1'1�2 � feet of depth. bserved ,at 1' 2" feet of depth .
Not present in hole ot present in hole
Comments : Comments : �
' • ,
L-13
C�RTIFICnTION # 00627 � Loqs of Soil Aor n s •
Location or Project John McDowell Tract A RLS748 ,Parcel 1,West Site,Orono
Borings made by S-P Testin Inc . Steve Schirmers Date 10-17-89
Classifiction System: AASHU ; USDA-SCS C ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or IIucket X
Depth, Boring number 3 De th, Boring number 4
T
in i , •
feet Surface elevation 103 . 3 fe t Surface elevation 103 . 9
0 - ; p -
Topsoil dark gray Topsoil dark brown loam
brown loam 0 - 8"
l _ 0 - 1' -MOTTLING 1 _ Dark gray brown loam
.�
Dark gray brown clay loam 1 ' 4"-MOTTLING
1 ' - 1 ' 8" 8° _ 1 � 8��
2 - 2 - Rusty gray brown
Rusty gray brown
clay loam strong clay loam strong
1 � 8�� _ 2 � 8��
3 1 ' 8" - 3 ' 2" 3 Rusty gray silty
, loam
4 Rusty olive brown 4 2 ' 8" - 4 ' 2"
loam ,
Rusty olive brown
5 _ 5 _ loam
3 � 2,� _ 6 � . 4 , 2„ _ 6 ,
6 - �� -
7 - - �
8 _ . ` .
Fnd of boring at 6 � feet. E d of boring at 6 ' feet.
Standing water table: • S anding water table:
present at feet of. depth, p esent at feet of depth,
hours �after boring. hours after boring.
Not present in hole X N t present in hole X
Mottled soil : M ttled soil :
Observed at 1� teet of depth. O served at 1 ' 4" feet of depth.
Not present in hole N t present in hole
Comments : � C mments :
L-13
� CERTIF_ICATION # 00627• Logs of Soil Ror nc�s
Location or Project John .McDowell TractA, LS748 ,Parcel 1 , West Site,Orono
Borings made by S-' Testin Inc . Steve Schirmers Date 10-17-89
Classifiction System: AASHU ; USDA-SCS ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, Boring number 5 De th, Boring number 6
in l.. .
feet Surface elevation 104. 4 fe t Surface elevation 103 . 9
� 0 - 0 - ..
Topsoil, dark brown Topsoil dark brown
� loam :
loam
1 - 1 ' 2"-MOTTLING 1 _ .�
0 - 1 ' 4"
Dark • 0 - 1-1/2 ' -MO�TLING
�
1 ' 4" - 1 ' 10" c��a rOa n
, Z _ 2 _ Rusty gray brown
clay loam strong
Rusty gray brown 1-1/2 ' - 2 ' 8" �
3 _ clay ;loam strong 3 _
1 ' 10" - 3 '.10" Rusty olive brown
' b loam
4 - Rusty 3 ' 10�' - 4 '.2" °i��e io mn 4 - ,
Rusty olive brown
5 - loam ' 5 -
4 ' 2" - 6 ' ' 2 � g�� _ 6 �
6 - � 6 -
7 - 7 - ,
8 ^ 8
;
Fnd of boring at 6 ' feet. En of boring at 6 ' fe�t.
Standing water table: St nding wat�r table :
present at feet of depth, pr sent at feet of depth,
hours •after boring. hours after boring.
Not present in hole X . No present i�n hole X
Mottled soil : Mottled soil :
Observed at 1 � 2�� feet of depth. , � Observed at 1-1/2 ' feet of depth.
Not present in hole Not present in hole .
Comments : Com ents :
CrRT. �00G27 � ; , .
. ; .PFRCOLATIUN TEST D TA SIi�ET � '
a.m
Prrcrl:ition tc�t r�:aclin�s m.ufe hy — n 10-1B��starting at 2• OS ,-�.���`'�
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'fc�thc�;clo���i`�i�CtA,RLS7.48 ,Parcel 1� Wes�t������cr 1 , D<<te�olcwas rc ir<<i 10-17-89 '
F' P�
18 6
Dr�th c�l he�'c Mottc�m_ inches, Diameter of hole inches
Sr�l da;;t frc�m tC�t hc�lc:
Ih;�th, inc'�rs Soil t�xWrc
� ��
0 - 10" Topsoil dark �arow i loam
! 10" - 16" Gray brown loam •
-i - ray rown c ay am
�
Mcthod of scrntching sidewall Knlfe '
2
DrG��h rf;�ri�rl in hot!om of hol� inchc�
10-17-89 11 : 30am 12
Datr anc?hou�of initiaf wrt!cr fillinc , Dcplh of initial �vatcr fi ling inchcs abo��c hol�hottont
Mcthoc! u.�_� tc�rnain!�iin at least I�inchcs vf walcr dcpth in holc for at lc:ist hour� Automatic s iphon
_ , Maximum wa�er certh:ibove h�le bottom durint�test 6 inches � •
_
i :n�c ' E'crc:olation '
Timc intcrva!, ;�4cn�urcmcnt, Dro�i watcr i i;��c, I Rcmarks ,
t minutcti inchcs Icvcl, nches minutcs per
� i inch
Water rema,ining in te�t hole
2 : 08 ; 2 : 38 ; 6 13/ 6 36 . 9 I 30 min
2 : 3 9 � 3 : 0 9 " �� �� �� ��
3 : 2 7 ' 3 : 5 7 ' ° �� . . �� �� ��
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Percolation rate = 3 6 • 9 minu!es per inch.
C1�:RT. �' 0062?
. P::RCOLATIO:�' 'I'l;S'I' � TA �IIk?�;T '
I'rrcc,!atic�n 'c�t rcadink� macle bv S—P T `%��`�^
. on 10—1$—8 9 starting at 2 : 0 7 iE>.���. .l
iJ�uN .__.--.._-
'1'r�thrle ;TraCtA,RLS748 ,ParCe1 1, West������umber 2 , Dntthc,lewas re ireci 10-17-89 .
P P�
18 6 ,
Drp'h���hc'�hottc�rn inches, Diamctcr of holc inchcs
Sciil i!;�t.t 1'rc�m tr�:hoi.c:
�
U.�r'h, inchrs Soil tcx!urc
0 - 12" Topsoil dark br wn loam '
12" - 18" Dark gray clay oam
!�tcthc,cl of.crc�!chin�;si�lcwal; Knife '
2 ,
Dc��th of t�rivrl in '���ttum of holc inchc�
10-17-89 11 : 30am 12
D:ue.�r.cl hcur of�ir�itial water fillin� , '�epth of initial water illino inches above holc bottom
ti1c!�,�,c' �,i�c,�t��ma�nt.�in at Ica�t 12 inchcs of���a'cr�ierth in hole for at lea t 4 hours—_AutomatiC S lphori
, Maximum wa�cr cic��rh abuvc hole butto�n durin�tcst 6 inchrc �
' , Time ' I ; Pcrcolation '
''�imc � in:�.•r�.�l, � Measurcmcnt, Drop in watcr ratc, Rcmarks
'��'-�i"r� i inc!�cs Icvcl inchcs minutcs per � '
� � j i
inch
Water remaining in te�t hole i - I �
2 : 07 � 2 : 37 ' 6 9/ 6 53 . 3 � 30 min
2 : 4 0 � 3 : 10 ' �� � � ' �� I �� ��
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3 : 2 8 i 3 : 5 8 ° � � � �� �� ��
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f'rrc��'t;',ic�r. r^'r = 53. 3 minu!r��cr inch.
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, � .rFRT. ��0627 , ..
. �'CD2COLATIO`' TES'1' D TA S►i�rT '
�i.n,.
Pcrce�l:i!i<,n tc�t rcadinee madc bv S—P TeSt1T1cL_IN . n 10-18-89 starting at-2 ' 06 �, ,�"�-''�
' �,�„„� _..:
�.�`t�� ��T�ra��tA.RLS748,ParCe1 1, West ���eumhcr 3 , D,itc'1�oleivas rc irc�t 10-17-89
P P�
Ucnth c�f ho!r !�c�����n, 18 inchc�, Uiumctcr of hole 6 inchcs
Soil c1;�.�1 ��rr•,i ?ctit ht�lc' .
Dr��th, inchc� Soil tcxture
�.Y
n � 1 'II
12" - 18" Dark gray brown c ay loam
Mc!ht�d oC�cratchin��tiic;cwall Knife
2 '
Uc;�th ot��,ra�cl in h�,trom of ho'c inchec
D:ite ar.cl ho���of ini!ial wnter ti(lin� 10-17-89 �1�1� 3,Oaml1 water fi lin�, 12 inchcs ahovc hnlc hottom
'�1cthc,cl u�ec! !o main?ain:it lca�t l:' inches of waccr depth in hole for ac Ica�t hours AutOmatiC siphon �
' 6 -' -
. Maximum watcr c cP;;i abovc holc hottoi�i durin�tetit inchcs •
; '�:n�c I Pcrcolation '
Timc intcrcai, ;�icasuremcnt, llrop i ��-ater rite, i Rcmarks
I
, minutcs inches Icvcl, nchcs � minutcs per � '
� inch i
Water remaining in te�st hole I I
2 : 06 i 2 : 36 I 6 j 1/2 60 .-0 30 min
2 : 41 ; 3 : 11 ' " " �� �� ��
3 : 2 9 ; 3 : 5 9 ° �� �� �� ��
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Percolation ratc = 6 0 .0 . �1inutes per inch. ,
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CErT. #OQG?.7 . ..
. PEdtCOLATIO'�'TEST D TA SIiEET ' "
�.n� .
S-P Testing, Inc . 10-1�-89 2: 05
Pcrcolation tc�t reuc!in�s made bv on starting ar .C��.m. ��
TractA,RLS748 ,Parcel l, West Site `''"'" ---��
'I'cct hole locatio� � , I-lole numher 4 , Dat�hole was prePare�� 10-17—f3 9 ,
Dcp(h of hc�!�� bo!Wm 18 inchcs. Diamcter of hol• 6 inchcs
Soil dut,t from tc�'holc: �
D�•�th, irchcs Soil tcxture '
,x
0 - 8" Topsoil dark bro n loam �
8" - 18" Dark gray brown oam
;�1c!hodefsr-atc•I�ingsidcwall Knife �
Dr�!h uf�r;���cl in hc�ttom of holc 2 inchcs
10-17-89 11 : 30am 12
Uatc und ho�.�r of initial w<itcr Ci!line , Depth of initial watcr Ilin� inches above holc bottom
Mcthc�c: u<;�' !c m:iin��in :t Icast t�inchcs of wntcrdcpth in holc for at lcas 4 hours_ AutomatlC siphon
,M.iximum �vatcr cpth abovc holc boctom durin�te�t 6 inchcs � �
� 'I'imc '
i � Pcrcolation
'rimc intcrval, �^,e asurem�nt, Urop i wa[er I r1te, R�marks
! minutcs inchc� levcl, inchcs minutcs per '
� inch i
water rema�'ining in te§t hole � �
2 : 05 ' 2 : 35 � 6 3/4 I 40 . 0 30 min
2 : 4 2 � 3 : 12 " " � �� � �� ��
3 : 3 0 ' 4 : 0 0 i �� �� �� � ,� �,
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1'crcc�l;�tion r,i,c = 4 0 .0 in;nutcs per inch.
c��T�. ��o52� � ..
. P.F,RCQLATIO�'TEST ATA S�-�EET '
�i.m.
PcrcoLi�ion trst reaclin�s madc hv S—P TEStin IriC . on 10-18—fi 9 S��rtin�at 2 : 03 ��,���,!
" ,�r,n,v ----
Tc�iholclor,�cractA,RLS748 ,Parcel l, We t Sit�e 5 10-17-89
,�lole num e , DtiIC"holc was prcp,ir�cl
Drp'h c�l'holn c�,'tom 18 :nchc�. L i.i�, rtrr of holc 6 inchcs ,
S��il cl:t!a 1'rom'.c�t holc:
Dc•�th, inchc� Soil te,xturc
.r
0 - 16" Topsoil dark brow loam
16" - 18" Dark gray brown c ay loam strong
'�lcth���i of ecr,itchin2 sidc�vall Knif e ' �
2
l�rpth �f�r;i��cl in hottom ef hole inchcs '
Dat�:�nd hc�ur of init�a'.�vatcr fillin� 10-17-89 �1: 3f]am 12
ePth of initial wate filling inche�ab<,ve holc bottom
�1c�h���l u.���'±o ii�aintain at Icact (2 inchc�of ti�,Ucr dcrth in holc fc�r at lc•�t 4 hour� AutomatiC siphon
6 �a .
,Marimum wat r depth abovc holc bottom durint�tcs� inchcs •
--T "I'imc Pcrcolation '
Time in'crvci!, Mca�urement, Dro in water r�ite, Remark�
� minutcs inchcs I�v 1, inchrs minutcs per � �
� � I inch I
Water remaining in te�t hole ,
2 : 03 2 : 33 6 9/16 53 . 3 � 30 min
2 : 4 3 � 3 : 13 _ „ �� �� �� ��
,
3 : 31 4 : 01 " " " j " "
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Pcr«�lation rucc = 5 3 . 3 minutcs per inch.
'CF?',T�. #'!�J 527 � .�
. PERCO(.ATI01'T�S":' D TA SIiE�T '
8 1`
Percc�lation t��tir rcci�'.ings madc bv — on 0-1 8-89 starticg a� 2 : 04 �,m `�
' ��.,�., P F
'Te�cholcic���:`���.ntA,RLS748 ,Parcel 1, West G 6 � 10-17-89
, }itfl��mber , Datc hole was rc arcc( •
Dc�th of hc�Jc `�ortom 18 inches,Diameter of hole 6 inchcs
Soil c!ata froi�i tcst ho'e:
Uer�h, inchcs Soil tcxturc
,.�
fl — 1 R"
Mrthrd of srracc!�inc sidrwall Knif e �
2
!)r�+�h�f!,r.��,cl in ho!tom of holc inchcs
10-17-89 11 : 30am 12
Datr an�l hour of i�i�ic.l wa!��r fillinF , De�th of initial w�ater illin�, inches above hole boctum
'�'rth�_��! u�cc' to main;ain a!:c.+st 12 inches of watcr�lcpth in holc for at Ica.� 4 hours AutomatiC s iphOn
,;vlarimum waccr;icpth abovc1holc boctom durin�,trs� 6 inchcs � •
� Tir;ie � Fcrcolation '
i
Timc i inccrval, � Mcasurcment, Drop n watrr ratc, I Rcm�irks
, rnmu!c� I inches Icvcl inchcs minutcs per
i � �i inch I
Water remaining in test hole
I
2 : 04 � 2 : 34 I 6 �� 30 . 0 30 min
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2 : 4 4 ; 3 : 14 ; �� � •- I �� I �� ��
3 : 3 7_ j 4 : 0 2 I " ' �� �� ��
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Ycrcolation:atc = 3 0 . 0 n�inutcs per inch. ,
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�'�,'�'+,� �Y:���',:.�`-_ _:�` ,�ti, Municipal Offices
� ' "��<���'�� G% Street Address: Mailing Address:
��.t�� .�.� g�..,
\k��,,:�� 2750 Kelley P rkway P.O. Box 66
Orono, MN 5 356 Crystal Bay, MN 55323-0066 ' .
-------------------
----- __ _ -
To Current Owner: Addre s:___y � Q � �r�y.��c��. �C
City Ordinance 199 requires that each existing on-site se�va�e treatme t system in Orono be inspected every rivo years.
The on-site sewage treatment system at the above address has been ins ected and appears to fall into the categories checked below.
S STEM CONFORMITY 1-3 : ,
1 "CODE SYSTEM" An ISTS which meets all the location,design and swction standazds of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the I on,design and construction standards of the current Orono Municipal
Code but does meet the three foot sepazation requirement or two foot req irement for systems installed 1996 or eazlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS locate within_a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7): �
Tank inspection indicates:
�Pumpout not needed at this time.
Septic tanks must be pum ed out thi�year (city code requires ks to be pumped out once every 3 years.
Tank was last pumped —�—0� ).
Make sure se tic tanl:s are um ed throu h manhole and not th ou h white ins ection i es. This allows for the
proper cleaning. Kee water softner and iron filter dis har e out of se tic s stem.
7 Inspection risers missin�-tanks could not be inspected. Inspect on risers(4"dia. pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
DRAINFIELD CONDITION 8-10 : �
8 Drainfield is dry,no surfacin�evident.
9 Some evidence of surfacina, not critical yet.
10 Drainfield is saturated and visibly dischar�in�untreated ef�luent o the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days. I
COMMENTS: ��'�� ���'�S � � �� S< k_C. �0.r� �� �� 5
S c _ 3 C
�-��- 0`3 a;�
Date of Inspection att Bolterman - Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a merta�e r other transfer of property,be advised that this report does not guarantee
or certify that an existing system will continue tn function properly,but is merely an opmion of e adequacy of the system under current conditions based on the available
information.
Telephone(952)249-4600 • Fax 952)249-4616
www.ci.orono.mn.0
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�`������ CIT of �R011T0
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��`��:;'�;�n �' Municipal Offices
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�9'",''�;��;;:`�g�G Street Address: Mailing Address:
�f'EggO 2150 Kelley Parkwa P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: M �/ ���K� Address:_ 4 � �5 ��YS��� Rc�
City Ordinance 199 requires that each existing on-site sewage treatment syst in Orono be inspected every two yeazs.
The on-site sewage treatment system at the above address has been inspected nd appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-31: I
lO '�CODE SYS'I'EM" An ISTS which meets all the location,dzsign and coas4uction ndards ofthe current Orono Municipal Code.
2 ��COMPLIANT SYSTEM'� An ISTS which does not meet all the location,design d constcuction standazds ofthe cucrent Orono Municipal
Code but does meet the three foot separation requirement,and which is not failing or inuninent threat to public health or safety.
3 '�NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within designated 100-yeu flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the cucrent Oron Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand bztween the distribution vice and the limiting soil characteristics.
TANK CONDITION(5-10): �
Tank inspection indicates: •
� Pumpout not nezded at this time.
� Tank must bz pumped out this yzar (city code requirrs tanks to be pumped out every 3 y . Tank was last pumped 6-�-9 6 �
7 Solids accumulation in tanks is at a critical a critical level. Tanks should be pumped out soon as possible.
8 Sr•stem is dischazging to the surface. Tanks must be pumped out within 48 hours to eli ate surface discharge.
9 Inspection risers missing-tanks could not be inspectad. Inspection riszrs(4"dia.pipe)mu t be installed in each tank at neM pumpout. Iftanks
have nut bezn pumpzd out within the last three yzars,they should be pumped out now.
1� Inspection pipe is located dirzctly over tank ba$le(does not give accurate mauurzment o solids accumulation). Iftanks have no[been pumped
out within thz l�st three years,they should be pumped out now.
DRAINFIELD CONDITION(11-14): �_
1 1 Drainfield is dry,no surfacing evident.
12 Soma a�•idence of surfacing,not critical yet. � � ,
13 Drai�eld is saturated and visibly discharging untreated effluent to the sudace. Contact the City Inspector unmediately.Repairs must be
compkted witltin 90 days.
1=� Draintield cttznt and condilion unknown.
C01�1iv1ENTS: 5 SteN- �ookS � K P�M tq�k
5- aq-o � �
Date of Inspection eptic System Inspector
Nota: In the event that this inspection repoR is used to satisfy the requitements for a mortgage or other fer of propeRy,be advised that this report does not guarantee
or certify that an e:tisting systzm will continue to function properly,but is merely an opinion of the ade uacy of the systzm under cunent condilions based on the available
infomtalion.
-- -- --.._�._.
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Street Address: Mailing Address:
�t9 ' p4'�G 2750 Kelley Parkway P.O. Boz 66
;..kESIT
��.-�:----- -- - Orono, MN 55356 Crystal Bay, MN 55323-0066
_....__. _
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To: The Cunent Owner of Address �—� I o � ) ���1 S}�c?
City Ordinance requires that onsite sewage treatment s stems in Orono be
inspected on a periodic basis. The onsite sewage treat ent system at the above
address has been inspected and the followin� is known bout the system. A
sketch of the known components of the system is avail ble for most properties at
the Orono City Hall.
Imminent Public Health Threat
Yes �No
If yes, please contact the Onsite Systems Manager at 9 2-249-4626 within 10
days of receipt of this notice. The septic system must e brought into compliance
within 90 days. Failure to do so will result in referral t 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 Pump out Needed
Yes
No
The City recommends the septic tank(s) and/or lift ta be serviced and pumped
out every three years. City records indicate the tank(s were last pumped out on
$— � -(}tJ . The tank(s) should be cleaned hrough the manhole and
not through the inspection pipes, this allows for prope cleaning.
Comments:
,�; ,��� � ; .-
Date of I s ection � � ° �
Inspect�f;,-�d`'�`�'�.� � � P
�'elephone (9�2) 2�9-4600 � �'at( ��) 249-461f�
u�uu �i nrnnmm�.�ic
I
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CITY OF ORONO O O
Municipal Offices
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE SEWAGE TREATMENT
r�`, � INSPECTION REPORT
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�9kESH��'
fJ /� ,
Owner:_�; f C�G�li�s �l'��� Address:��l � /7I�- S�iOt- � f
�7 1 / e
Permit �'s: �/ 2� Dates: /� C ntractors: �1.(�( / ��f�d`1_S
City ordinance number 100 requires that each on-site sewage trea ent system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address h�as en inspected and appears to fall into the category
checked below.
(This is�an existing system [ ] new construct'ion)
STEM CONFORMITY 1-3 :
1 "CODE SYSTEM"-A system which meets all the location, desig , and construction standards of the current City
Codes, and Which is operating satisfactorily by treatin and disposing of the entire current sewage input
without discharging any pollutants into ground or surfa e waters.
2 "CONFORMING SYSTEM"-A system uhich does not meet all the tocation, 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 o the entire current sewage input without discharging
any pollutants into ground or surface Waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system t ated within a designated 100-year floodplain; any
system which may or may not meet all the location, de ign, and construction standards of the current City
Codes and which is failing for any reason; and any sys em with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil c aracteristics.
(The limiting soil characteristic �has or [ ] has no been identified at this time. If the limiting soil
characteristic has not been ident�'fi?1—this classification may be subject to revision.)
TANK CONDITION (5-10):
Tank inspection indicates:
Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped o t this year to help prevent future problems.
Solids accumulation in tanks is at a critical level. Tanks sh uld be pumped out as soon as possible.
8 System is discharging to the surface. Tanks must be pumped ou within 48 hours to eliminate surface dischar�e.
9 Inspection risers missing-tanks could not be inspected. Inspe tion risers (4" dia. pipe) must be installed in each
tank at next purtipout. If tanks have not been purtiped ou within the last three years, they should be pumped
out now.
10 Inspection pipe is located directly over tank baffle (does no give accurate measurement of solids accumulation>.
!f tanks have not been punped out within the last three ars, they should be pumped out nou.
DRAINFIELD CONDITION (11-14):
ain eld inspection indicates:
rainfield is dry, no surfacing evident.
2 Sane evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated eff uent to the surface. Contact the City [nspector
irtrt�ediately. Repairs must be completed uithin 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.): ,..►--�--
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): Pj✓
COMMENTS:
�
Date of In pection tic System Inspector
Note: In the event that this inspection report is used to satisfy th requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify hat 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 with the sys em locstien and pumping records.
WHITE COPY/Inspectors File YE�LOW COPY/Homeowner
I
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�� �� - CIT of ORONO
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� �-�. Y���� Street Address: Mailing Address:
.q ����;� g,
�CEggO 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: � IC n f C< S �� )f�� Add ess: 4105 Bayside Rd.
Permit #'s: 5723 Dates: 11/9/93 Contractors: Sul ivan's Services
(This is [x] an existing system [ ] new construction) .
L E 1
Code SXstem: Meets or exceeds current City standa ds in all respects relating to design,
construction, and location. Appears to be operatin properly.
2 Comgliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
3 Non-Compliant System: System may or may not m et current City standards for design,
construction, or location, but is failing to pro erly treat and dispose of the current
input; and any system with less than three feet of ertical separation between the bottom of
the drainfield and the saturated soil level.
(The saturated soil level [ J�] has or [ ] has not een identified at this time. If the
saturated soil level has not been identified, this classi ication is subject to revision.)
AN �- 5
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should b 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 inspec ed. If tanks have not been pumped out
within three years, they should be pumped out and ri ers installed now.
9 Inspection pipe is located over tank baffle-can no measure solids accumulation. If tanks
have not been pumped out within three years, they sh uld be pumped out now.
(During the last septic tank Maintenance Pumpout the tan s [ ] were or [x ] were not confirmed
to be watertight by the licensed pumping contractor. If the tanks were not confirmed to be
watertight, this classification is subject to revision.)
N 11
1 Drainfield is dry, no surfacing evident.
12 Some evidence of surfacing, not critical yet. Repai is not required at this time.
13 Drainfield is saturated and visibly discharging unt eated effluent to the surface. Contact
the City Inspector immediately. Repair must be comp eted within 90 days.
14 Drainfield extent and condition unknown.
EN F R SY m n ' ' n .) : low
COMMENTS:
7 L�� �� �"'v
Date of Inspection Sep ic System Inspector
Note: In the event that this inspection report is u ed to satisfy the requirements for a
transfer of property, this report does not guarantee t at an existing system will continue to
function properly, but indicates the operation of the sys em under current conditions.
Telephone (612) 473-7357 • F 473-0510