HomeMy WebLinkAboutseptic info• ' SEPTIC SYSTEM INVENTOR Y
Address: 1005 Hunt Fann Rd. PID: 30-118-23 42 0006
Building Type:residence BRs Install'd for: 5 In Musa: No
Permit#: 213 Date of Permit: 9/22/87 Installer: Clover Hill Co.
System Type: mound Performance: no Tank Filter:
SYSTEM CONDiTION
Conformity: 1 Tank Condition: 6 DF condition: 8 Failure Pot: low
SEPTIC TANKS
Material: precast concrete Capacity: 1000, 1000, 1000
Setback to Bldg: 10 Cesspool: no
DRAINFIELD �
Length of Lines: 190 #Lines: 3 Trench Width: 10
Treatment Area: 80*35 Type of Filter: rock,clean sand Soil Boring: yes
Tile Size: 1.5 Under Tile: 9 Perc Rate: 49
Setback DF-Bldg: 100 DF Ht above Wt: 3
Soil Type: clay loam Limitations: water table
WELL DATA
Setbacks -Well-Tanks: 75 . Well-DF: 120 Report in File yes
Pump Type: subm. Depth: 130 Diameter: 4 Method: drilled
INSPECTIONRECORD PUMPOUT RECORD
DATE DESCRIPTION COMPLIANCE DATE GALLONS
9/24/87 installation 1 12/10/91 1500
9/17/90 no surfacing-pump tanks 1 8/30/93 2000
7/16/91 no surfacing-pump tanks 1 9/23/95 2200
4/19/96 no surfacing 1
9/27/99 code system, no surfacing,pump tanks 1 10/O 1/97 2000
8/09/O1 no surfacing, pump tanks 1 9/22/99 2000
8l18/03 no surfacing code system 2/4/04 2500
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O O CI'TY OF ORONO
Municipal Offices
� � Street Address Malliag Address:
�� G'�' 2750 Kelley Pazkway P.O.Box 66
.¢�i Orono,MN 55356 Crystal Bay,MN 55323-0066
`�'EsBo
To: The Current Owner of Address 1005 HUNT FARM RD
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 Health Threat
Yes �No
If yes, please contact the Onsite Systems Manager at 954-249-4626 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 refenal to the City Attorney for legal action.
System Identified as Non- ompliant
Yes
No
If yes, system must be brought into compliance by:
December 31, 2007
December 31, 2010
Other
Septic Tank(s) Pump o Needed
Yes -
No
The city recommends the septic tank(s) and/or lift tank be serviced and pumped out every three
(3) years. City records indicate the tank(s)were last pumped out on /O"/��0�
The tank(s) should be cleaned through the manhole and not through the inspection pipes, this
allows for proper cleaning.
Comments:
���� � �,�� �
Inspector: ��'�'� Date of Inspection: ���
Telephone (952�249-4600 • Fax(952) 249-4616
www.ci.orono.mn.us
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� !I �,- ����� ,�G�� Street Address: °15a.'a4q'�"�6 Mailirtg Address:
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`��9k-E$Kp4�/% 2750 Kelley Parkway P.O. Box 66
�--�' Orono, MN 55356 Crystal Bay, MN 55323•0066
To Current Owner: Address:l'�;Cd:� N t-'�. �% �=�4 �✓�
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY (1-3): �
1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and conshvction standards of the current Orono
Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or eaziier,and
which is not failing or an imuiinent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-yeaz flood piain,any ISTS which may
or may not meet all the location,design,or construction standards of thc 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 characterisdcs.
TANK CONDITION(5-7): �
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped ).
Make sure seatic tanks are pumaed throush manhole and not throush white inspection piaes. This allows for the proner
cleanins Keea water softner and iron filter discharee out of septic svstem to prolong life of drainfield. Ask numper to test
alarm float to verifv alarm is stiii workins in vour house. The alarm warns owner that septage is about to backup into basement.
7 Inspection risers missing-tanks could not be inspected. Inspection 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): C.�
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not criticai yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
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COMMENTS: J'�� v�r� t � � � �t� - �'i �A c��� �.���`+ � �
I L,�1�S 4 � I�� A �o�"' -�7``� � i� ' � � �(���'C_ i� � ; � �T� -
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Date of Inspection Septic System Inspector
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To: Orono residents on mound rype septic systems
From: Wtllie Gibbs, ISTS Manager
Date: May 10,2006
Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder
Do plant and maintain a full cover of grass and keep mowed to a normal height, this grass cover aids
in the evaporation of large amounts of effluent(the iiquid left after the "other" stuff has been removed)
in the summer time and allows the mound system to help breakdown nitroger�in the effluent,
Do water the grass over the mound in extreme dry conditions,sparingly.
Do avoid unnecessary foot traffic over the mound, mow it and stay off of it. This is especialty true in the
winter time. Even human foot traffic can cause frost to penetrate the mound resuiting in potential
freezing problems.
Do inspect your mound system annually for winter kill, (reseed if necessary) animal damage,
(burrowing)or signs of potential faiture.
Do not plant trees or shrubs on the mound system, smaller trees and shrubs may be planted at the
edges. Rernember,that sunshine is the key to a healthy mound system.
Do ask c�uestions, if you have any concems or questions concerning your mound system
please feel free to call me, I can be reached at 952-249-4626.
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'�'',� � 'O�i�j- '•.�� G'ti• Munlcipal of�ices
'Z �yj�:t;i��g'� ' Street Addreu: �
��H� 2�50 Kelley Parfnrray Mailing Address:
� Orona, MN 55356� � p•�• Box 66
- 95a-�4q-460p Crystai Bay, M�4 55323-006E
To Cu.-rent Owner: Address �OS �v�.t ���'�. �
Ciry Ordinance 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 appeazs to falI into the categories checked below.
SYSTEM CONFORI�IITY 1-3 : �
1 "CODE SYSTEM"An ISTS which meets a11 the locadcn.daig�and consuuction standards of the cvsrent Orono blunicipal Cade.
2 "COI�LIANT SYSTEM" An ISTS which daes not meet all the location.daion and conmuction standards of the cuaent Ororto bfunicipal
Code but does meet the ttu�ee foot separation tequirement or two foot requirement for rystems installcd 1996 or earlier.and which Is aot failino or
an imminent threat to public health oc safery.
3 "NON-CONiPLIANT SYS'IEM" A prohibitod iSTS;an ISTS located within a daignated 100-ycar flood plain,any ISTS which may
or may not meet all the location,duign,or corutructian standards of t]u cumnt Orono Municipal Code and which is failing fo�any reason;and
any ISTS with leu than three feet of unsaturaced so10�sand becween the distribudon device and the limidno soil characteristia.
TANK CONDITION(�-:71: �_
Tanl:inspecti�n 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 yeazs.
Tank was last pumpzd ao 0 3 �, •
biake sure septic tanks are_pumoed throuah manhole and not through white�nsoection nipes
This aliorss for the proper cleantn�.
7 Inspection risers missin�tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
DRAINFIELD CONDITION -IQ : �
8 Drainfield is dry,no surfacing evident.
9 Some evidence of surfacing,not critical yet. �
10 Drainfield is sarurated and visibly dischacgin�utitreated effluent to the surface. Contact the City Inspector
immediateiy.Repairs must be compieted within 90 days.
CO�fENTS: 1� o u�� q�� S�P�. L -t���K� �oq � U�
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Da;e of Inspection I�Satt Boiterman— Septic System Inspector
Note: In the cvent that c4is uupection rcport is used W satisfy the aquirements for a mort,esge orother trar�sfer ofpropc .ry.be advued thai this rcFoR does not8u=n''�'
orcertify$;at an eristing rystem will continue to function property,but�s mereiy an opinion ofthe adeqnary ofthe syst�m cmdet currentconditIoru bated on the a�z1��b(
infoanation.
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�'�i � M�liia�Addreu:
. 0 2750 Kelley Parkway P.0..8ax 66
� � Orano, MN 55356 Crystai Bay, MN 55323-0Ob6
Owner: Rober+ (3 f e,u� ' Address: ��°S H��+ Far�, RJ
Ciry Ordinance 199 requires that each existing on-site sewage treatment system in Orono be'
inspected eveiy two yeazs.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORNIITY 1-3 : I �
1 "CODE SYSTEM"An LSTS which meds all the tocatioa,d«ign and c�vdicn standards of the cuirart Orono Muoicipat Code. .
2 "COMPLIANT SYSTEM" Aa ISTS which does nat mat all the tocatioa,desiSn aad wnsttuction�tandards ofthe cu�sept Orono Muoicipa!
Code but doa meet t�e three faot aeparatioa requireme�„and wluch is not failmg ar aa immiaeot threst to pnblic health or safety. :
3 "NON-CO1v�LIANT SYSTEM"- a��,�;e�a rs�rs;an LSTS located within a des�ated 100-Year Sood Plain.any'LS'TS which may
or may nat meet all the locatioa.daign,or conshuction staodards of the a�ar�Orono Municipa(Code aad wluch is failing for any reason;and
any LS'TS with!es than thne feet of uatabuated wil or saad bdwaa the�on device snd the limiting wi!charactaiscics, �
e
TANK CONDITION(5-10): � � �
Tank inspecoion indicates: • �
� Purt,poac noe needed at th;s tana.
� Tank must be pumped out this Year (citY code r«Nires tanks m be P�P����Y 3 Y� Taok was last pumped q-1 3-Q,r �
7 So4ds a�umulation ia taaics is at a critical s critical leveL Tanlcs should be pumped out at aoon as possible.
8 System is discharging W tha wrface. Taaks m�st be pumped out withia 48 6otus to eliminate aurface discharge.
9 Inspection ruas mis4iag-tank�could not be iaspected, kspection risas(4�dia P�pe)must be in4Wled ia each taak at aext pumpout 1f tanks
hsve aot beea pumped out witl�iit ffie last throe years,they ahould be pumped out nocv.
10 1a4pectiai pipe is located d'irectly over taak tiaaglle(does not give accvrate mea�of wlida accumulation� If taaks have not beea pumped
out within the last tluee yeats,they should be pumped out now.
DRAIl�IFIELD CONDTTION 11-14 ; 1\
Draiafield is dry,no siufacing evideai .
12 Some avidaice of wrfacing,mt aiticat yet ,
13 nra;a�ew��c�e�e vu,b�y a�;�u��a e�u«�ro m��a«. co�c w�ear����e(y.x��muse�
oompldcd wRhin 90 days. �
14 Drainfietd exiart aad condition unknown. . ' '
co�rrrs: S,rs}e�-, . �ooks oK P��.p ���s ;.c -�,�y �,s�< <,�- ��„
_ p�1�••JJcd w-.�.,� Iqs� 3 yetir5
�-q -o � � �
. n�or�tioa � .:r
��Sr���r �
aote. Ia�av�e�thst this mspa�4on nport u nsed to aat�d'Y��for a moRgage ar ather traaifer of proPertY.be advised Wat this repoR does eot guaruIIee
�Y �B�will¢oiIIinue to functioa P�P�Y.but is muely aa opinien of the adequscy of the system unda wrraot conditioas based on the available
inf'orcnstioa.
CITY OF ORONO � O�
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 � � � ON—SITE SEWAGE TREATMENT
r�,, � INSPECTION REPORT
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Owner: /1 U�f=�� �✓nAU� Addre s s: /O DS �r�f-�-�m �� (,$��3�6 �
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Permit �'s: ��_� Dates: �'Z z'^ � �Contractors: ���Yt=2�1`I(� �G`�.
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 betou.
(This is an existing system [ ] new const:ruction>
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 t�y treating and disposing of the entire current sewage input
without discharging any pollutants into grounc 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 failiny for any reason; ar�j any system uith 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 ident fie , this classification may be subject to revision.)
TANK CONDITION (5-10):
Tank inspection indicates:
Pumpout not needed at this time.
Solids accumulation in tanks indicates they should bc� pumped out this year to help prevent future problems.
Solids accumulation in tanks is at a critical level. Tanks should be pumped out as soon as possible.
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 inspecte�d. Inspection risers (4" dia. pipe) must be installed in each
tank at next purt�out. If tanks have not been pixnped 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 pumped out uithin the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14): �
D in eld inspection indicates:
11 rainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed uithin 90 days.
14 Drainfield extent and condition unknown.
LIMITING S1TE FACTORS (slope,setbacks,etc.): �'�rL��__/�� �_
.3�
POTENTIAL POR SYSTEM FAfLURE (depends on soils,water table,etc. : ��-��
�
COMMENTS: '�_ � , ' ��'� � ,�
Date of Inspection Septi System Inspector
Note: !n 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 pre�nises with the system locQtien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
CITY OF ORONO � O�
Municipal Offices O O
Post Office Box 66
Crystal Bay, MN 55323-0066 a � ON—SITE SEWA(;L TREATMENT
�, titi
INSPECTION REPORT
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Owner: ��� II�TQ�/ \ Address: Y�� ` ,
Permit �'s: Dates: /��� Contractors: O�
City ordinance number 100 requires 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 [JO an existing system [ ] new construction>
��
STEM CONFORMITY 1-3 :
"CODE SYSTEM"-A system which meets all the location, design, and construction standa�ds 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 satisfactority 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 failiny for any reason; and any.system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting so�l 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 (5-70):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Solids accunulation 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 punped out as soon as possible.
8 System is discharging to the surface. Tanks must be p�n�ed out within 48 hours to eliminate surface dischar�e.
9 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe> must be installed in each
tank at next pumpout. If tanks have not been punped out within the last three years, they should be pui�ed
out now.
1 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accunulation).
If tanks have not been pu�ed out within the last three years, they ould out no
DRAINFIELD CONDITION (11-14):
Dr,e+gfield inspection indicates:
(1�/Orainfield is dry, no surfacing evident.
�f2 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed uithin 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (sloae.setbacks,etc.): Q�
POTENTIAL FOR SYSTEM FAILURE (decends on soils,water table,etc.): ��
COMMENTS:
Date o Inspection S c System i spector
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 premises with the system location and purtiping 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 SEWAGE TREATMENT
,� �, INSPECTION REPORT
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Owner: �dDHY Y I���QII� Address: l(itJJ T1U� ��1�1'1 /C/�(.
Permit #'s: ���� Dates: 7-�oZ�-�7 Contractors: �/�l/�1� III�I �a'�
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 and appears to fall into the category
checked below.
(This is L� an existing system [ ] neW construction>
SYSTEM CONFORMITY (1-3):
� "CODE SYS7EM"-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 tnto ground or surface waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes ar�d 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 ,�1 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):
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids accumulation in tanks is at a critical level. Tanks should be punped 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 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each
tank at next purtipout. If tanks have not been punped out within the last three years, they should be pur�ped
out now.
� Inspection 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):
Drpynfield inspection indicates:
�+ Drainfield is dry, no surfacing evident.
72 Some evidence of surfacing, not critical yet.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (sloce.setbacks.etc.):
POTENTIAL FOR SYSTEM FAILURE (deaends on soils,water table,etc.): ��
COMMENTS:
Date of Inspection tic S s m nspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system aill continue to function
properly� but is merely an opim on of the adequacy of the system under current conditions based on the available
�nformation.
This report must be kept on the premises with the system location and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � � Crystal Bay,MN 55323
473-7357
OWNER ��� �✓� ADDRESS _.���1`�� �A�'� ��
PERMIT NO.'S. ��� DATES ����� CONTRACTORS ' �
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.The onsite sewage
treatment system at the above address has been inspected and appears to fali into the category checked below.
(This is �an existing system ❑ new construction)
� � Meets or exceeda current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
� 2 Does not meet all current City standards for new constructio� (7978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance wiih previous codes.System appears to be functioning properly;no major
upgrading of the cyste►n is required at this time.
� 3 Dces not meet current City standards in many respects relating to design,construction,or location.Appears to be operating
adequately at this time,but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
� 4 System may or may not meet current City standards for design,construction or location, but is failing to properly treat and
dispose of the current input,and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard,or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil teating will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION (m Checked items may require your action)
Tank i�spection indicates: �i�Inspection pipe is located directly over tank baffle.(Does not
❑ Pumpout not needed at this time. `�� give accurate measureme�t of solids accumulation.) If tanks
❑ Solids aecumulation in tanks indicates they should be pump- have not heen o�moad nut within thP laat three v�ers they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulatio� in tanks is at a critical level. Ta�ks Dra,i�n,fiel inspection indicates:
should be pumped out as soon as possible. �—Drainfield is dry,no surfacing evident.
❑ System is discharging to surface. Tanks must be pumped ❑ Some evidence of surfacing,not critical yet.
within 48 hours to eliminate surface discharge, ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inspected, effluent to the surface. This condition may require replace-
Inspection risers (4"dia.pipe)must be instaNed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
� Soil table and system condition) e�-Adequate
�High water tabte �Low ❑ Fair
❑ Lot size Medium O Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
O Drainage ❑System is causing visible
su face di ar
COMME TS: S �� S 'Q
' ' '" r , vur
,
Date of Inspection 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 does not guarantee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current co�ditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
On the Nortb Sbore o f
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� . � � 1335 S. Brown Rd.
Crystal Bay,MN 55323
� 473-7357
OWNER � �"� ��►'/ AODRESS �'�"S �h��Ari�'1 �A,
PERMIT NO.'S. ���-3 DATES /'��`�� CONTRACTORS L��'J�-°r n�_/l �
City Ordinsnce No.210 requires that each on-aite sevrage treatment system in Orono be inspected on a regular basis.The onsite sewa�
trestment syatem at the above address haa been inspected and sppesro to fall into the category checked below.
(This is � en existing syatem ❑ new conatructionl
� � Meets or excseds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
� 2 Does not meet all current City stenderds for new construction (1978 Code) but in most respects appears to be designed,
loceted, and constructed generally in accordence with previous codes.System appears to be functioning properiy;no major
upgreding of the systern is required at this time.
� 3 Does not meet current City standards in many respects relating to desig�,construction,or location.Appears to be operating
adequately at this time,but has a�elatively high potential for future problema. 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 ia a source of poliution to surface or groundwaters,or is
creating a ssfety hazard,or is otMerwiae creating a public nuisance.Please contact the City Inspector to discuss system repair/
replecement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your cont�actor must obtain a permit before work is atarted.
SYSTEM CONDITION (m Checked items may require your action)
Tank inspection indicatea: ❑ Inapection pipe is located directly ove�tank baffle.(Does not
�Pumpout not needed at this time, give accurate me�uremeet of solids aceumulation.l If tanks
Solids accumulation in te�ks indicates they ahould be pump� have not been pumped out within the last three yean,they
ed out this year to help provent future problema. should be pumped out�ow.
❑ Solids accumuletion in tanks ia at a critical level. Tanks Drainfield inapection indicates:
ahould be pumped out�aoon as poasible. � Drainfieid ia dry,no surfacing evident.
❑ System is diacharging to surface. Tenks must be pumped 0 Some evidence of surfacing,not critical yet.
within 48 hours to eliminate aurface discharge. ❑ Drainfield is saturated and visibly discharging untreated
❑ Inspection risers missing—tanks could not be inapected. effluent to the surf�e. This condition may require replace-
inspection risers (4"dia.pipe)must be instelled in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tank�have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they ahould be pumped out now. ❑ Drainfield extent and condition u�know�.
SITE CHARACTERISTICS
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
O Soil table,and system conditio�) �Adequate
❑ High water table �Low ❑ Fair
❑ Lot size O Medium O Poor
❑ Lake,wetland,or stream ❑ High . O Inadequate
❑ Drainage ❑System is causing visible
surfac�diacF►arge.
COMMENTS:
9/�90
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify that an existing system will continue to function pro�rly,but is merely an opinion of the adequacy
of the system under current conditio�s besed on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeow�er
Rusty Olson's--Soil and Percolation Testing
Joseph J. Olson--MPCA License#810
11481 Riverview Rd. NE, Hanover,MN 55341
(763)498-8779 Fax(763) 498-8290
F[i7'URF SITE FOR NEW HOUSE
September 16,2004 .
Steve Persian
1005 Hunt Fazm Road
Orono,Henn.Co.
This on-site Sewage Treatment System is designed for a future Type 1 five-bedroom home in accordance
with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances.
T'he seasonally saturated soils were located at 22"-26"(mottled soil).Due to the seasonally saturated soils,a
pressurized mound system will need to be installed to treat the septic ei�luent.the bottom of the treatment
area must be located at least 3'above the saturated soils.
All neighboring wells are greater than 100' from proposed treatment areas.
The soils at a depth of 12"have a percolation rate averaging 8 NiPI.
The existing pumping chamber will need to be installed to lift the el�luent to the treatment area. The power
supply and switches must be located outside the manhole and pumping chamber in a weatherproof
enclosure. A warning device must be installed with light and sound devices;this is in case of a pump
failure.
The manifold and supply line must have back drainage to the pump chamber.The rock and fill materisls
must be clean."The sod layer below the entire mounded area must be turned over.Just break up the sod and
be sure not to over work.
No hing other than grav water,(laundrv showers,�.) HLmAn w9ter and toilet tiss�e should be
dicnos�d of into the�ptic tAnks. Garbage disposals are not recommended. Additivgs must not be
�� ;they mav cA�c�harmf�l damagg to yo�r septic syatpm It is recommended that you�ump the
tank everv vear for 1 taak.ev�two years for two tanks.
Sincerely,
�
Joseph J.Olson
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�):uc1,�Jt��,a,,. Pt�t761)498•8779
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� Gexiµnc�ci h� ....-----
� Mound Design Worksheet (For flows up to 1200 gpd)
All boxed►ectangles must be entered,the rest will be calculated.
A. FLOW
Esbmated 750 gpd(see figu►�A-1)
or measured x 1.5(safety factor)= 0 gpd
B. SEPTIC TANK LIQUID VOLUMES
Septic tank capaaty 2000 gallons(see figune G1)
c an apac n a ons
Number of Minimum Capacity with Capaaty with
Bedrooms Capacity Garb.Disp. Disp.and Lift
2 orless 750 1125 1500
3 or 4 1000 1500 2000
5 or 6 1500 2250 3000
7,8 or 9 Z000 3000 4000
C. SOILS(Sfie evaluation data)
1. Dep1h fio restricting layer- 1.8 feet
2. D�th of peroolation tests= 12 inches
3. Texture bam
4. Soil loading rate(see F'gwe D-33 0.6 gpd/ft�
Pe�olation rate 8 MPI
5. %Land Slope 5 96
D. ROCK LAYER DIMENSIOt�IS
1. Multiply average design flow(A)by 0.83 to obtain required area of rodc layer.Item A x 0.83=
750 gpd x 0.83 ft�gpd= 620.0 ft�
2. Determine rodc layer width =0.83 ft�/gpd x Linear Loadin Rate LLR)(see lLR chart)
0.83 ft�/gpd x 12 = 10.0 ft
LLR Chart
Pe�C Rate LLR
<120 MPI <=12
>=120 MPI <=6
3. Length of rodc layer=area divided by width=
620 fi� / 10 feet= 62.0 feet
E. ROCK VOLUME
1. Multiply rodc area by rodc depth to get cubic feet of rock
620 X 1 ft= 620.0 ft3
2. Divide ft3 by 27 ft3lyd3 to get cubic yards
620.0 ft3 / 27 = 23.0 yd3
3. Multiply cubic yards by 1.4 to get weight of rodc in tons;
23.0 yd3 X 1.4 tontyd3 = 32.1 tons
F. ABSORPTION WIDTH
1. 6on width uals absorption ratio(see Figure D-33)times rock layer width
2 x 10.0 ft = 20.0 ft
Page 1 of 6
G. MOUND SLOPE WIDTH 8�LENGTH(Greater than 1�o)
1. Downslope absorption width=absorption width minus rodc layer width
20 feet - 10 feet= 10 feet
2. Calculate mound size
UPSLOPE
a.Detertnine depth of dean sand at ups�ope edge of rodc layer=3 feet minus distance to restricting layer(C1)
3 ft - 1.8 ft= 1.2 feet
b.Mound height at the upslope edge of rock layer=depth of dean sand for separation(G2a)
at upslope edge plus depth of rodc laye�(1 foot)to depth of cover(1 foot)
�.2{�+��+1ft= 3.2 feet
c.Upslope berm mulbplier based on land slo see frgu►e D-34)
Select berm multiplier of 3.33 •
d.Upslope width=berm multiplier(G2c)times upslope maind height(G2b):
3.33 x 3.2 ft = 11.0 feet
DOWNSLOPE
e.Drop in elevation=rodc layer width(D2)6mes percent landslope(C5)/100
10 ft x 5 96 /100= 0.5 feet
f.Downsbpe mound height=depth of dean sand for slope difference(G2e)
at downs�pe rodc edge plus the mound height at tl�e upslope edge of rodc layer(2b)
0.50 ft + 3.2 R= 3.7 feet
g.Downslope berm multiplier based on peroent land slope(see Figure D-34) �5
h.Downslope widih=downslc�e multiplier(G2gj times doamslope mound height(G2�
5 x 3.7 = 18.0 feet
i.Select greater of G1 and G2h as ihe downslope widih 18.0 feet
j.Total mound width is the sum of upslope(G2d)width plus rodc layer width(D2)plus downslope width(G2i)
11.0 ft+ 10.0 ft+ 18.0 ft= 39.0 feet
k.Total mound length is the sum of upslope width(G2d)plus rodc layer length(D3)
plus upslope widtlt(G2d)
11.0 ft + 62.0 ft+ 11.0 ft= 84.0 feet
Final Dimensions (slope>1%) 39.0 ft x 84.0 ft
I her�y certify that I have completed this wo�C in accordance with all applicable o�dinances,rules and laws
�- (signature) 810 (license#) �- date)
Page 2 of 6
PRESSURE DISTRIBUTION SYSTEM
All boxed recfangles must be entered,the rest will be cak:ulated.
1. Seled number of perforated laterals: 03 ��u..-�:�<<-h��
2. Select perforation spacing= 03 ft L��"��Q~'� T s
��r..,.•k
i4:i�.`•..��nK i�s_s�ia^ ---
3. Since perforations should not be placed doser that 1 foot to
the edge of the rock layer(see diagram),subtrad 2 feet from
the rodc layer len th
62 -2ft= 60 ft
4 Detertnine the number of spaces between perForations.
Divide the length(3)by perforation spaang(2)and round down to nearest whole number.
Perforation spaang= 60 ft/ 3 ft= 20
5. Number of perforations is equal to one plus the number of perforation spaces(4).
•Check figure E-4 to assure the number of perforetions per latera/guarantees
<10%disd►aige variation. '
2p spaces+1 = 21 peiforations/lateral
E�Maxfmum Number of 7/4 inch perforatlons E-6 PerForatlon Dfscha e in GPM �
lateral to uara�es<10X dlscha variation Head Perforations diameter
p��� feet inc�es
�p�y 3/16 7/32 1/4
Teet 1 inch 1.25 inch 1.5 inch 2.0 inch 1' 0.42 0.56 0.74
2.5 8 14 18 28 2b 0.59 0.80 1.04
3.0 8 13 17 26 5 0.94 1.26 1.65
3.3 7 12 16 25 a. Uae�.o foot for ainpl�tamiy homes.
4.0 7 11 15 23 b.use 2.o reee�cr ' eiae
5.0 6 10 14 22
6. A Total number of perforations=perforations per lateral(5)times number of laterals(1).
21 perfs/lat x 3 laterals= 63 perForations
B.Cak�late the square footage per pertoration.
Reoommended value is 6-10 sqft/perf.Does not apply to at-grades.
1. Rodc bed area=rock width(ft)x rock length(ft)
10 ft x 62 ft= 620 ft�
2. Square foot per perforation=Rodc Bed Area/number of perfs(6)
620.0 ft� / 63 perfs = 9.8 ft�/perf
7. Detertnine required flow rate by multiplying the total number
of perforations(GA)by flanr per perforations see figure E�)
63 perfs x 0.74 gpm/perfs= 46.6 gpm � __- - ___--- ;
_ �,.,t,�
8. If laterals are connected to header pipe as shown - =��� �r�
in Figure E-1,to select minimum required lateral �°� __ z`.
diameter,enter figure E-4 with perforation spaang(2)and � ` " ` •_�.
=- >�,,.,...�.,M.
��.
,_ �. . ,..,�,.� ,
number of perforations per lateral(5). �.E-�:M����d�w«�,..»^� ;
Select minimum diameter for perforated laterals= 2.0 inches
9. If perforated lateral system is attached to manifold pipe ��-�,a;� "' '
near the center, like Figure E-2,perforated lateral length(3) .�- - - `'
and number of perForations per lateral(5)will be approximately �t " - -
one half of that in step 8. Using these values,seled • � ,,_. � ';�_ > -
minimum diameter for perforated lateral= 1.5 inches. �--- �r��
I hereby certify that I have c�mpleted this wo�1c in accorcJance with all applicable ordinances,rules and laws.
(signature) 810 (license#) p�f (date)
Page 1 of 1
� PUMP SELECTION PROCEDURE
All boxed rectangles must be entered,the rest will be calculated.
1. Determine pump capacity:
A. Gravity Distribution
1.Minimum required discharge is 10 gpm
2.Maximum suggested discharge is 45 gpm
For other establishments at least 10%greater than�e water
supply rate,but no faster than the rate at which eftiuent will flow
out of t�e distribution device.
B. Pressure Distribution-see pressure design worksheet sou r��t��r Svster„
&pdnt of dfscharge
fiill7fl5Ff::tE..i
Selected Pump Capacity: 47 gpm rotai ptpe
lengt
2A,elevatlon
Inlet € difference
2. Determine head requirements: • �� ;; ,
�. ----
- -
A. Elevation difference beMreen pump and point of discharge. €� -- -- - x
1L �l !E i '"'"""'""""""""""""'" "'_"".
g, Specyal head requirement?(See F'rgwe-Special Hea�l Requirements)
��feet Special Head Requirements
Gravity Distribution Oft
C. Friction bss Pressure Distribution 5ft
1. Select pipe diame� �in
2. Enfier Figure E-9 with gpm(1A or B)and pipe diameter(C1)
Read friction loss in�eet 100 feet irom Figure E-9 E-9 Frict�on Loss in Plastic Pipe
e
Friction bss= 3.99 ft/100 ft of pipe per 100 ft
nominal
3.Defiermine total pipe lengih from pump discharge to sal system discharge point Flow Rabe ' diameter
Estima�e by adding 25 peroer►t to pipe length for fitting loss. gpm 1.5" 2.0" 3"
E uival�t ' lengih times 1.25=total pipe length 20 2.47 0.73 0.11
165 ft x 1.25= 206.25 feet 25 3.73 1.11 0.16
30 5.23 1.55 0.23
4.C�culate total friction bss by multiplying fiction Ioss(C2) 35 6.96 2.06 0.3
by ttie equivalent pipe length(C3)and divide by 100. 40 8.91 2.64 0.39
FL= 3.99 ft/100ft X 206.25 ft / 100= 8.2 feet 45 11.07 3.28 0.48
50 13.46 3.99 0.58
D. Total head requirement is the sum of eleva6on difference(A),special 55 4.76 0.7
head requirements(B),and total friction I�s(C4). 60 5.6 0.82
12 ft + 5 ft + 9.0 ft 65 6.48 0.95
70 7.44 1.09
Total Head: 26.0 feet
3. Pump Selection
1.A pump must be selected to deliver at least 47 gpm(1 A or B)
with at least 26.0 feet of total head(2D).
I hereby oertiiy that I have oompleted this work in acxordance with all applicable ordinances,Nles and laws.
(signature) 810 (license#) v� (date)
Page 1 of 1
Los�s of Soil Borins�s
License#810
Location or Project: 1005 Hunt Farm Road
Borings made by: Rusty Olson's Soil and Perc testing 9/15/04
Classification System: AASHO ; USDS-USDS-SCS X ; Unified ; Other
Auger used(check two): Hand_X_,or Power , Flight, Bucket or Probe_X_
Boring Number_1_Surface elevation_103.5_ Mottled Soil at_2.1_feet
0"-8"Da�lc brown loam 10yr3/2 H20 present at X_
8"-26"Brown loam to sandy loam 10yr4/3 '
26"-36"Rusty brown strong loam 10yr5/4
Boring Number_2_Surface eleva6on_103.5_ Mottled Soil at 1.8_feet
0-8"Dark brown loam 10yr3/2 H20 p�esent at X
8"-22"Brown loam to sandy loam 10yr4/3
22"-30"Rusty brown strong loam 10yr5/4
Boring Number_3_Surfaoe Elevation_103.5 Mottled Soil at 2.0_feet
0-8"Dark brown loam 10y�3/2 H20 present at X
8"-24"Brown loam to sandy loam 10yr4/3
24"-30"Rusty brown strong loam 10yr5/4
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 12:35 P.M. On 9/16/04
Location: 1005 Hunt Farm Road
Hole number: 1
Date hole was prepared: 9/15/04
Depth of hole bottom_12"_inches, Diameter of hole 6"_inches.
Soil data from test hole:
Depth, inches Soil texture
p-g„ Dark brown loam 10yr3/2
g"-12" Brown loam 10yr4/3
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water fllling 9/15/04 At 1:30 P.M. depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
9:32 10:02 6" 5.5 5.4
10:05 10:35 6" 5.5 5.4
10:36 11:06 6" 5.5 5.4
AVERA E PERC. RATE 5.4 MPI
Percolation Test Data Sheet
Lic.#810
Percolation test readings made by: Rusty Olson's Perc. starting at 12:35 P.M. On 9/16/04
Location: 1005 Hunt Farm Road
Hole number: 2
Date hole was prepared: 9/15104
Depth of hole bottom_12"_inches, Diameter of hole_6"_inches.
Soil data from test hole:
Depth, inches Soil texture
0-8" Dark brown loam 10yr3/2
8"-12" Brown loam 10yr4/3
Method of scratching side wall: Knife
Depth of gravel in bottom of hole 2 inches:
Date and hour of initial water filling 9/15/04 At 1:30 P.M. depth of initial water filling 12 inches
above hole bottom.
Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon
Maximum water depth above hole bottom during tests 6 inches
Time Time Depth Drop in H20 Perc Rate
9:33 10:03 6" 3.1 9.6
10:04 10:34 6" 3 10
10:37 11:07 6" 3 10
AVERAGE PERC. RATE 9.8 MPI