HomeMy WebLinkAboutseptic info-included design for alternate site SEPTIC SYSTEM INVENTORY
Site Address: 3060 Sixth Ave N PID 28-118-23-32-0014
Owner Name: Christopher& Heather Kosek
Owner Address: 3060 Sixth Ave N Long Lake MN 55356-
BuildingType: residence Installer: D. S. Enterprise
Date of Permit: 6/28/93
System Type: mound BR's Designed for 5
In Musa?: No Shoreland?: YES
SEPTIC TANKS:
Material: precast concrete Capacity: 1250, 1000, 1250 Tank Filter:
DRAINFIELD:
Treatment Area: 100*42 Soil Boring: yes DF Ht above Wt: 3
WELL DATA
Setbacks -Well Tanks: Well DF: Report In File: Depth: 152
INSPECTION RECORDS PUMPOUT RECORDS
Date Notes Date GallonsOfLiquid
9/1/2006 Okay 8/29/2018 3500
10/14/2004 Okay 1/26/2016 3000
10/9/2002 no surfacing 7/3/2013 3500,
10/11/1999 code system, no surfacing, pump tanks 5/21/2010 3500
7/22/1996 no surfacing-pump tanks 4/8/2008 3500
8/13/1993 installation 5/23/2006
8/13/1993 installation 5/23/2006
` ' ��� T���I��� ,N�. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
� FAX (763) 497-5011
State License#394
August 19, �010
RECEIVED
Chris Kosek ORONp Cpp� �`�� �� ��10
3060 Co. Rd_ 6
Orono, Henn. Co., MN CITY OF ORONO
A Site evalu��tion was compfeted for an alternate site for an on-site sewage treatment
system for a five bedroom h�ame.
The soil on this site is a loam sandy loam. The mottled soil (redox features) were
present at 2f�" to 34". A pressurized mound system will be needed to treat septic
effluent. Du� to the site being at the base of a slope & sandy soil, if this site is used an
Interceptor drain tile with filter cloth will need to be installed a minimum of 36" deep with
rock and bac:kfill within 12" of existing grade.
The soils afi � depth of 12" have a percolation rate of 9.6 mpi. �R��'O C�pFy
All neighboring wells are located greater than 100' away from the proposed treatment
area.
Keep all heavy equipment off of the proposed treatment area before and after
construction. The treatment area should be marked off before construction. This
Design is not valid &the system will need to be relocated if failure to protect the areas
proposed for On-Site Sewage Treatment occurs.
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Steven B. Schirmers pR� C'jT''�f` pF Cl �NC�
N�c�P�' INSPBCTOR p RMI REV W
DATE � �PERMIT NO._____,.,,,,�,.
� ����� A�rrzovrn ns st;r��n,�r.2rD
� APPROVFD 11'ITH CORREf'T!O?QS AS NOTF.D
SEDROO� ����'�� I�OT APPROVEU-CORRECT& REStiBytIT
These commcnts arC fot your informution. Al[work shull be cFone
d�BE,�������"�� in fuU compliance with all upplicuble septic unJ zoning cudc.
,� Requirements including items not specit'i�<<IIy not�d in this review.
KF:6P THiS PLAN SGT ON SITE A7 ALG TIMBS
, 1VIOUND DESIGN WORK SHEET (For Flows u to 1200 d)
A. Average Design FLOW
'��t,...�+�;;�'�,���,��',,. �,��� A-1: Estimated Sewoge Flows in Gallons per Day
Estimated / '� ( num er o
�- �C� see figi�re A-1) bedrooms Closs i Class II Class Iil Class IV
or measured "� x 1.5 (safety factor) - -� gp 2 300 225 tao �
3 4� 300 218 of the
B. SEPTIC TANIC Ca acit � �. < < 4 � 375 25e vv�ues
' p Y �x� ►�'�?���.a �'?•�� :� s �5o a5o 29a in the
6 � 525 332 Class I,
1�� '� /n� gallons (see figicre C-1) � �o� �o0 3�o i�, or m
����9al t"�-1�ti�', �,���,�.�,.,. 8 1200 675 408 columns.
C. SOILS (refQl' t0 SIfe 27JlII1lQf1011� Gl: Se ticTankCa �citieslin allonsl
Number af btinimum Liquid Liquid capxiry u•iIh LiquiJ capacit�
1. Depth to restricting layer = ;� , �A , feet Bedrooms Ca acitF Nnhdisposal�
P garbage disposal �i(i insidc
2. Depth of percolation tests = feet �
o�iess �so i i�s
3. Texture �,.t���ri1 ��l ����4�.-�4 1,�t�vu� 3or4 io� uoo isoo
,
Percolationrate �?,�� mpi 75gaq ;� 3�0 3�
4. Soil loading rate r lI� gpd/sqft(see figure D-33) �,.,�?�Y��
5. Percent land slope `� % !
D. ROCK LAYER DIMENSIONS
l. Multi ly average design flow (A) by 0.83 to obtain required rock layer area.
� t� gpd x 0.83 sqft/gpd = (ca�'� sqft
2. Determine rock layer width = 0.83 sqft/gpd x linear Loading Rate LLR
0.83 sqft/gpd x_ 17, gpd/sqft= /� ft
3. Length of rock layer = area �width = M O U Cl C� LLR
�.. 4�, � sqft (D1) = �� ft (D2) _ �� ft
< 120 MPI <12
E. ROCK VOLUME � � 2O M PI
< 6
1. Multiply rock area (D1) by rock depth of 1 ft to get cubic feet of rock
- �� sqft x 1 ft = aa '�a, cuft
2. Divide cuft by 27 cuft/cuyd to get cubic yards
..�u�, �, cuft =27 cuyd/cuft =�_cuyd
3. Multiply cubic yards by 1.4 to get weight of rock in tons
_ `��_cuyd x 1.4 ton/cuyd = �,�A tons
�. SEWAGE AB�ORPTION WIDTH D--�-�� Absorption Wfdth Sizing Tnble
Pcrcolmiun Rulc LawJing Rolc
in Minules per Suil Tcalurc Gullons Ahsnrp�iun
Inch �x:r JaY Ik� R•rtio
(MPI v uurc fool
AUsorption width equals absorption ratio (See Figure D-33) FL��Cr��,�s (a�umySun� �Z� ��
. Medium Sund
times rock layer width (D2) • �
� _ � 16 tn 30 L.00m 0.60 2.00
. 7 f L l� 31 l0 5 Si t Lomn �
r/�` I�� x ���r� f l = ��_�:� . � .40
r 46�0 60 Swxly Cloy Iwm 0.45 Z.(7
Silt Cluy Lnam
'� 61 to 120 Sihy Clay p,2q 5 pp
SunJy Cloy
U
owcr Ihun I 0"
. •Sy+�cm Jenig�nJ f�r�h.xc w�ils musi he�nlwr�.r p:rlorms�cc
.. .. _. ..._. . ....._..
i
G. MOUND SLOPE WIDTH & LENGTH I Landslope > 1°10 slope
�landslope greater than 1%)
1. Downslope absorption width= absorption width F) °�°`' �•
' s ock la idth (D .,� • �
rrunu r , ...",{, : .: .
yer w 2� .,r.�:;<�,,�• ` ' .H-,N�.�
n 1 ! V lt :�,l;'f`r�L�l�:�z��t�`�;l�aA:.r.'.,�i :i ,.v,�.:...�c,��:.„..:�`,;!�!riyY'.�y'....F�., 6"To so
d. - _ ..� .:..�#.;,.'L:,:;4;..... ��.���Ck.....,.,� '� S �'��hr._ P il
� �ft- ft ::�:>r: �� .�Se.,d f� >��;,,:�,,�ry � __
_ 1'� antion �.� •::::a;:....r.n:,:t:q;.a� .;�;:iS;.S��^t::i ,
1 ` /� p 1 ft '"k•. _r.�t„�;.:,
YV��:.. � l � ReatrkWgLayer .. �;: '���...
2. Calculate mound size j UP" �dth(C2d)
� �� Rock dIh;D4) �wns 1Ay�((�i�
UPSLOPE "
a. Depth of clean sand fill at upslope edge of
rock layer = 3 ft minus the distance to restricting lay r (C1) "b'°''"°"`"'d��'�5ind`�
3 ft- '� � ft = •t� ft �- `�o�-- a sy�
b. Mound height at the upslope edge of rock 34: SLOPE MULTIPLIER TABLE
layer = depth of clean sand for separation (G2a) ,, a
at upslope edge plus depth of rock layer (1 ft) ���e N'SLOPE DOWNSLOPE
multipliers for various multipliers for various
plus depth of cover(1 ft) slope ratios
alope rafios
3:] �:l 5:7 6:] 7:] 8:1 3:] 4:1 5:] 6:1 7:1
�•�� ft + 1ft+ lft= 3�� f t 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0
c. Upslope berm multiplier based on land slope ' 2�91 3.85 �.�6 5.66 6.s� �.9� 3.0� ,.,, ssb b.�e ,.ss
- � �'�2" (see figure D-34) Z 2•83 3.70 9.5! 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.�4
d. Upslope width = berm multiplier (G2c) times 3 2•�5 3.57 4.35 5.08 5.79 6.s5 3.30 l.59 5.88 7.32 8.86
upslope mound height (G2b): + 2.68 3.45 4.17 9.89 5.46 6.06 3.41 �.76 6.25 7,89 g,n
3•Z )( �r(�, f t = 1� f t 5 2-61 3.33 4.00 4.62 5.79 5.71 3.53 5.00 6.67 8.57 10.77
DOWNSLOPE 6 2.54 3.23 3.85 4.41 l.93 5.l1 3.66 5.26 7.19 9.38 12.07
7 2.48 3.12 3.70 9.23 9.70 5.13 3.80 5.56 7.69 ]0.34 13.73
e. rop in elevation = rock layer width (D2) times 8 2.92 3.03 3.57 9.05 4.99 9.88 3.95 5.88 8.33 11.54 15.91
percent landslope (C5) = 100
�Q ft X � t 9 2.36 2.99 3.45 3.90 9.30 4.65 4.]] 6.25 9.09 ]3.04 ]8.92
�/o T 100 = �� it 10 2.31 2.86 3.33 3.75 9.12 4.99 9.29 6.67 70.00 15.00 23.33
f. Downslope mound height= depth of clean 17 2.26 2.78 3.23 3.6] 3.95 l.26 l./B 7.19 Il.11 ]7.65 30.9°
sand for slope difference (G2e) at downslope � Z-21 2.70 3.12 3.99 3.80 4.08 4.69 7.69 12.50 27,43 l3.75
rock edge plus the mound height at the
upslope edge of rock layer (G2b)
3•Q ft + �� ft= 3,�1 ft
g. Downslope berm multiplier based on percent lan slop
S�SIc (see figure D-34) �
h. Downslope width = downslope multiplier � " �o�" � ~-
(G2g) times downslope mound hei ght(G2� � l'p°'q��"�a�cc fa�
�,a�t,e x_ 3,� ft = a , ft `-1 1 I
i. Se lect the greater of G1 and G2h as the . � p6'� e Width(G2d) W a�,�p� �� UPs ape fWfdth(G2d)
� Length(p3) (p�,�
downslope width:__ a I ft -�
j. Total mound width is the sum of upslope ~ DO`�^$�ope Width(G2i) 'Za ft
AbaorpHon Width(F)�
width (G2d) width plus rock layer width
(D2)plus downslope width (G2i) � a� ~ '�
!o ft+ /o ft+ _ � � ft= _N,1 ft Total Lenglh(G2k)��T �,
k. Total mound length is the sum of upslope width ( 2d)
plus rock layer length (D3) plus upslope width (G2d)
In ft+ t,.�. ft+ Io ft = �'�feet
a 1 + ,l�-�.. + � i = �o y
Final Dimensions:
- y 1 X _ �3��1J� . , _
I here certily that I have c mpleted this work in accordance ith applicable ordinances, rules and laws.
�'-_ �;�r �. � .
_.--� .� �._ (s�gnature) (license#) 4� -�1 4S-ac�i
�(date)
� � �7-P TESTING� IN�i. Steven B. Schirmers • MPCA Cert.No. 627
951 Katydid Lane NE • St. Michael, MN 55376 • (763) 497-3566
FAX • (763) 497-5011
State License#394
LOGS OF SOIL BORINGS
Chris Kosek
3060 Co. Rd. 6
Orono, Henn. Co., MN
Borings completed on 8-16-10, with a hand bucket auger.
BORING NUMBER 1- Elev.982.1 - MOTTIED SOIL AT 34" - no standing water present in boring.
0 - 10" Topsoil dark brown loam 10YR 3/3
10" - 16" Gray brown sandy loam 10YR 5/6
16" - 34" Brown sandy loam 10YR 4/3
34" - 40" Brovm sandy loam 10YR 5/3 - distinct mottles 10YR 6/8
40" - 48" Brown sandy clay loam 10YR 5/3 -
distinct mottles 1 qYR 7/1, 10YR 6/8
BORING NUMBER 2- Elev.962.8 - MOTTLED SOIL AT 28" - no standing water present in the
boring.
0 - 18" Topsoil very dark brown loam 10YR 3/2
18" - 22" Brown loam 10YR 5/3
22" - 28" Pale brown loam 10YR 6/3
28" - 34" Pale brown loam 10YR 6/3 - distinct mottles 10YR 6/8
34" - 40" Gray brown sandy loam 10YR 6/2 -
distinct mottles 10YR 7/1 10YR 6/8
40" - 46" Gray sandy loam 10YR 6/1 - distinct mottles 10YR 6/8
�ORING NUMB R �_ Elev.984.8 - MOTTLED SOIL AT 30" - no standing water present in the
boring.
0 - 14" Topsoil dark brown loam 10YR 3/3
14" - 26" Brown sandy loam 10YR 4/3
26" - 30" Brown clay loam 10YR 5/3
30" - 38" Brown clay loam 10YR 5/3 - distinct mottles 10YR 7/1, 10YR 6/8
38" - 42" Gray brown clay loam 10YR 6/2 10YR 6/2 -
distinct rr�ottles 10YR 7/1, 10YR 6/8
CERTIFICATION N0.627
�TATE`LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by. P T , ' ��nc�on$-17-10 startxng at 11:20sm_
Test hole location K__o�k.�060 C'o Rd 6,Orono
Test hole number.l_. Date test hole was prepazed 8-1(r10.
Depth of hole bottam 1Z.inches. Diameter of hole�inches.
SOIL DATA FROM ST HO
DEPTH,INCHES SOIL TEXTURE
0 - 10" Topsoil dark brown loam
10" - 12" Gray brown sandy loam
Method of scratching sidewall is�. Depth of gravel in bottom of hole is�. Date
and hour of initial water filling 8-16-10,4•OO�m. Depth of initial water filling is,1Z..j1�jt�above the hole bottom,
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic sinhon.
Maximum water depth above hole bottom during test is�inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes r inch Remarks
11:10 refill g
11:20 11:50 6 3-1/4 9.2 30 min
11:53 12:23 6 3-1/8 9.6 30 min
12:24 12:54 6 3 10 30 min
Percola.tion rate=9•6 minutes per inch. �
_ _ __ _ _
CERTIFICATION N0.627
$TAT`E LICENSE N0.394
PERCOLATION TEST DATA SHEET
Percolation test readings made by S P Tes 'n nc�on&17-10 starting at 1 :21 am-
Test hole location Kosek. �60 Co Rd 6., Orono
Test hole number�Z.. Date test hole was prepazed g_16_10• �
Depth of hole bottom 1�inches. Diameter of hole�inches.
SOIL DATA FROM T HO ,�
DEPTH,INCHES SOIL TEXTURE
0 - 12" Topsoil very dark brown loam
Method of scratching sidewall is�i �. Depth of gravel in bottom of hole is 2 inches. Date
and hour of initial wa,ter filling 8-16-10.4:OOpm. Depth of initial water filling is 12�che�above the hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is auto__ matic�inhon.
Maximum water depth above hole bottom during test is�.inches.
Measurement, Drop in water level, Percolation rate,
Time Time interval,min inches inches minutes r inch Remarks
11:10 refill g
11:21 11:51 6 4-3/4 6.3 30 min
11:52 12:22 6 4-5/8 6.5 30 min
12:25 12:55 6 4-1/2 6.7 30 min
Percolation rate=6.5�nutes per inch.
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?� ��'� CITY of 4IZ4N(�►
�� 'a ' ��' Municipal Offices
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Street Address: Mailing Address:
�9xE8xp4�� 2750 Kelley Parkway P.O. Boz 66
� Orono, MN 55356 Crystal Bay, MN 55323-0066
To: The Current Owner of Address 3��� ����`�'�
City Ordinance requires that onsite sewage treatment systems in Orono be
inspected on a periodic basis. The onsite sewage treatment system at the above
address has been inspected and the following is known about the system. A
sketch of the known components of the system is available for most properties at
the Orono City Hall.
Imminent Public ealth 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 Identified as Non-Compliant
Yes �No
If yes, system must be brought into compliance by:
December 31, 2007
December 31, 2010
Other
Septic TanVk�ump out Needed
Yes �
No
The City recommends the septic tank(s) and/or lift tank be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
. The tank(s) should be cleaned through the manhole and
not tl�uough the inspection pipes, this allows for proper cleaning.
Comments:
��� �� o � .
Inspector. Date of Inspection
'Y'elep�one(.9�212�9-�6Q0 � �'a�c(9�2)2�9-�6��
w�tiva�.ci.asono.mr�.us
_ _ ___-------------.._.._----.._
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,�:�-. ,,� ,� CITY of:ORONO
r� _ �� MunidpalOffices
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�', �,� 'i� .�,,�G Str�t 1lddross: alSd.-a49-�160 o Mailin`Addreu:
,jygg4 2750 Kelley Parkway P.t1. Bax 66
Orono, MN 55356 Crystal �, !�1 55323-0066
To Current Owner: Address: ��6 a S°�`�1 �`��'� �
City Ordinance i99 requires that each existing on-site sewage treatme,nt system in Orono be inspected every two years.
The on-site sewage treatn►ent system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY 1-3 : �
— -- . _ ._ .._:.
1 "CODE SYSTEIVI"An LSTS which meets all the location,design and consirudan staudards of the c�urent Orono Munici�pal Code.
2 "COMPLIANI'SYSTEM" An ISTS which does not meex all ihe location,design and conshucxion stan�rds of the curr�t Orono
Municipsl Code Mrt dces meet We 1Lree foot separation requir�ent�two foot require�eazt for systems mstalled 1996 or earlia,and
which is not�7ing or mm i�ine.at Uueat to public health ar safety.
3 "NON-COMPLIANT SYSTEM" A prohib;tea iS�s;an IS'is located within a aesignatea 1 oayear 800a plain,any ISTs which may
or may not m�t all the location,design,�con�ucxion stsn�rds of the current Urono Mnnicipal Code and wluch is fa7ing for any
reason;and any IS'I'S widi kss than three feet of unsad�rated soil or sand bezwecn the disfiributi�device and the limiting soil cLaracte�istics.
TANK CONDTTION(5-71:
Tank inspection indicates:
5 Pumpout not needed at tlus ti�e.
6 Sep�c taoks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was iast pumped ). .
Make sare seatic taaks are.aumoed throe�h�an�ole aed Hot tLroagh wUite insnextioa uioes. T�is�Ilows for the nrouer
cleani�¢. Keen water aeftner$ad iroa filter discbar�e out of seatic svstem to arolong life�f drainfield. Ask ounner to test
alarm float to verifv slarm is stiil working ie vour hadse. T�e alarm warns oweer ti�at senta�e is abont to backao i�to basement
7 Inspec�ion ris�s missing-taaks could not be inspect�d. Inspedion riseas{4"dia pipe)must be installed in each tank. If
tanks have not been pumped out v►�thin the last three years,they should be pumped out now.
DRAINFIELD CONDITION 8-10 : � ,
Drainfield is dry,no surfacing evident
Some evidence of surfacing,not critical yet.
10 Drainfieid is satur�ted and visibly disc�arging untreated e$luent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
�o�s: ,����J a-- SLP�--� ��� - I a��. ok_
t � —1'�—u'� C�� ��
Date of Ia�ion Matt Bolterman- Septic Systea►Inspector
_ Note: Ia die event that ihis inspxtion report is used to satisfy the requir��ts for a mortgage m�omer transfer of properiy,be advised diat dtis rq�ort does
not guaranta �catify that an existing system will contimiu to fuaction�Oper1Y. but is me�dy�opinion of the adequacy of the syst�u�der current
conditions based on the availabk�'ormatio�n.
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;��=i�,� CIT�of OR0�11'O �
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��f 4i�''�+� G'ti Munlctp.al ofTices
t., ��`►
�l ��'';���'��`. '`Y ' Street Address: •.
�g MaDin�Address;
H . 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 . Crystal Bay, My 55323-0066
� 95d-�4q-y600
To Current Owner. Address: 3Q 6 d s '� A��,. �/�
City Ordinanca 199 requires that 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 ehecked below.
STEM CONFORI�IITY 1-3 : �
1 "CODE SYSTEM"An ISTS which meetc all the locadon�duign and eonstruction standazds of the eurrent Orono hiunicipal Cade.
2 "CO1�iPLIANT SYSTEM" M ISTS which dou not meet a11 the locatian,design and eonstruction standards of the eunent Orono biunicipal
Code but does m::t the three faot separation rcquirement or two foot cequuement for rysterru installed 1996 or eartier.and which Is not failin�o�
"an irsuninent threat to pubiic health or safery.
3 "NON-COMPLIANT'SYSTEbi" A prohibited ISTS;an ISTS locazed within a daignated 100.year flood plain,any ISTS which may
or msy not meet al!the location.design,or conswction standards of the current Orono biunicipal Code and which is fa�ling for any reason;and
any ISTS with leu than three feet of unsaNrated sol ar sand between the d'u�ibution device and the limiting soil eharacterisdcs,
TANK COND�TION(�-:7�: S � .
Tank inspection indicates: � .
� Pumpout not needed at this time. �
6 Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped_ ), �
1�Iake sure seotic tanks are oumoed throuah manhole and not through white insoection oipes
This allo�+s for theproper cleanin;.
7 Ins�ection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
RAINFIELD CONDITION -tQ�: �
8 Drainfield is dry,no surfacina evident. - -
9 Some evidence of surfacing,not critical yet. t =�� '
10 Drainfield is saturated and visibly dischargin�untreated eftluent to the surface. Contact the Ciry Inspector
immediately.Repairs must be eompleted within 90 days.
co��rrrs: Mo��� q�� sep�-.-� t��i� ►oa(e ' oK _ �o� �Q►�
J�' �f� 2Ci"fr� � �J t- C t Q �s��— Cr�fi G✓�'�
S �a �� s� �:z -f-�t<s d � , c
-,..--� :� fi �
�o - �-o�, ��
Date of Inspection I�iatt Bolterman- Septic Sy�tem Inspector
Note:In the event that this inspection repert ts used W satisfy the rcquirements far a moctgage or other transfer of properry,be advised that tltis nFoR does not guasaatee
or certify th�t an existing system wi11 conGnae to function properly,but is menty an opinion of the adequsry o[the system under eurrent conditions based on tf:e availabie
infotmation.
CITY OF ORONO � O�
M�micipel Offices O O
Post Office Box 66
Crystal eay, MN 55323-0066 � � ON–SITE SEWAQ�E TREATMENT
INSPECTION REPORT
�' G~
�9kESH�4'�
Owner:('�rPq�R� I'Yl r4�� 1� Address:_s�O�O� $�X�'�1 V� /V (.J'�S.�S��
■
Permit �'s: 52- / �] Dates: � "�8 '� �3 Contractors: �. S. Enf�2�r�a J
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is�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 Sl'STEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in eftect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 ��NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system r►hich may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic �has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identi i , this classification may be subject to revision.)
TANK CONDITION C5-10): �
Tank inspection i�dicates:
Pumpout not needed at this time.
Solids eccunulation in tanks indicates they should be punped out this year to help prevent future problems.
Solids accumulation in tanks is at a critical level. fianks 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 in each
tenk at next punpout. lf tanks have not been punped out within the last three years, they should be �wnped
out now.
10 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 p�r�ed out now.
DRAINFIELD CONDITION (11-14): �
�field inspection indicates: '
11 Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
imnediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (sloae,setbecks.etc.): �
POTENTIAL FOR STSTEM FAILURE (decends on soils.water table.etc.): !��
COMMENTS: J
— — .
Date o inspection eptic ystem Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be edvised that this report does not guarantee or certify that an existing system will continue to function
properlyi but is merely an opinton 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 locetion and punping records.
WMITE COPY/Inspectors File YELLOW COPY/Homeowner
;;___ _
��`��
� �\\
O O
� , ���; r ,. CITY of ORONO
�� ,�� �� �,,
����;`� 'y�� , � � Municipal Offices
� `�� G Street Address: Mailing Address:
r
�'`�x'Egg 04'� 2750 Kelley Parkway P.O. Box 66
\� Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: � L � / � ''~- Address:3060 Sixth Ave. N.
Permit #' s:5297 ates:6/28/93 Contractors:D. S. Enterprise
(This is �1 an existing system [ ] new construction)
STEM COMPLIANCE 1-3 : 1
�� Code System: Meets or exceeds current City standards in all respects relating to
v design, construction, and location. Appears to be operating properly.
2 Compliant Svstem: 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 Svstem: 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 � has or [ ] has not been identified at this time. If the
saturated soil level has n t been identified, this classification is subject to revision.)
TANK CONDITION (5-9) : 9
5 Pumpout not needed at this time
6 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.
(� Inspection pipe is located over tank baffle-can not measure solids accumulation. If
tanks have not been pumped out within three years, they should be pumped out now.
(During the last septic tank Maintenance Pumpout the tanks [ ] were or [� were not
confirmed to be watertight by the licensed pumping contractor. If the �anks were not
confirmed to be watertight, this classification is subject to revision.)
D INFIELD CONDITION 11-14 : 11
y 1 Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system acTe and condition, soils, etc. ) : low
COMMENTS:
�--�-`�� � �.� ,. �--
Date of Inspection Se 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
CITY OF ORONO �O�
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON—SITE 3EWAf3E TREATNIENT
� �, INSPECTION REPORT
'C�� Q~
9kESH0�'�
Owner: / Address:___ ��� J/�{1 /li/Q • /1.��
Permit #'s: o� Dates:D�D� Contractors: dJ, S, � �Q�.
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 tnspected arxl appears to fall into the category
checked below.
(This is [ ] an existing system �new construction)
SYSTEM CONFORMITY 1-3 :
"CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface Waters.
2 "CONFORMING SYSTEM��-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system uith less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(7he limiting soil characteristic� has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been identi ied, this classification may be subject to revision.)
TANK CONDITION (5-10): �
,Fe� inspection indicates:
�^! Purtipout 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 accunulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
8 System is discharging to the surface. 7anks must be pumped 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 p�mpout. 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 punped out within the last three years, they should be punped out now.
DRAINFIELD CONDITION (11-14):
Dr field inspection indicates:
11 Drainfield 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
irtmediately. Repairs must be canpleted uithin 90 days.
14 Drainfield extent and condition unknown.
IIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): ���
COMMENTS:
Da e of Inspection p c 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
informat�on.
This report must be kept on the premises with the system locetion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner