HomeMy WebLinkAboutSeptic info CITY OF ORONO Date
ADDRESS � Connected to
CODE SEPTIC SYSTEM INVENTORY CARD Municipal Sewer
Address Ny%S �AYS1 DE /�l� Property I.D.��� -1��� Z3 Z j �'��t'7 WELL i ATA
�Standard trench �( I
❑ Mound o,
System type ❑ Other Legal Description `Jl 3c�� ` Z-y�C �� O
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Permit No. NoN� Date of permit " Installer � a(� p
No. Bedrooms Garbage � „ (
Building type f'eS i D�NC-� or GPD Z $1== � Laundry Dishwasher Disposal `� � =
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SEPTIC TANKS: Material �C�/`JC- : Capacity 11� 2) � ° � � o
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Proper outlet and inlet Baffl Liquid depth to RO level }�� � � �
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t � � m
Height of tank o a o wate I Distance to nearest building �a �� � m
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DRAINF E D: t ength es�.� j Number of lines �ni��� Trench width �-�+ =`
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Total'fre ea(sq .) Height of drainfield above water table ;? f ry�� �
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Type of It Soil type � � �
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Distanc o n bl ��-� '� Tile size Perc rate min/in ° � Q D
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Depth of I ai ield �� — Depth of rock over tile under tile � a � "
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� LOCATION
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INSPECTION RECORD PUMPOUT RECORD � � SKETCH
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Include: 1) Well location
2) Distance from house to
septic tanks,dist.box,
and drainfield
C— CONFORMING S—SUBSTANDARD N — NONCONFORMING 3) North arrowand road
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.t ' -"�`,?; �������; Street Address: Mailing Address:
9R'Egg gi' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066 .
----- ----------------------- --
To Current Ow�er: Address: yy��S ���•yS'C�C �C�
City Ordinance 199 requires that each existin�on-site sewase 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 mzeu 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,desi�n and conswction standards of the current Orono htunicipal
Code but does meet the three foot separatioo requirement or two foot requirement for rystems installed 1996 or earlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited[STS;an ISTS located withina desisnated 100-yeaz flood plain,any IS7'S which may
or may not meet all the location,desisn,or canstruction 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 distributien device and the limiting soil chazacteristics.
�
TANK COI�'DITION(5-7): �
Tank inspection indicates:
� Pumpout not needed at this time.
6 Septic tanl:s must be pumped out thi�year (city code requires tanks to be pumped out once every 3 years.
Tank�ti•as last pumped �'�� 'C`� � ).
Make sure septic tanks are aumped throuah manhole and not through n-hite insnection uipes This allows for the
proaer cleanin�. Keep water softner and iron filter discharge out of sentic svstem.
7 Inspection risers missin;-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.
D INFIELD CONDITION 8-10 : �
8 Drainfield is dry, no surfacing evident_
9 Some e��idence of surfacing,not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately. Repairs must be completed within 90 days.
COMMENTS: M� �� �Cc1LS O� . �-T���� b� /Ut�`� :�S�ic �,�,�
<<�P c �• G�AL i> �� !`�d ��� ,
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Date of Inspection Niatt Bolterman - Septic System Inspector
Note: In the event that this inspection report is used to satisfj the requirements for a mortga�e or other transfer of property,be advised that this report does not guarantee
or certify that an existing system will continue to function prepzrly,but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
Telephone(952)249-4600 • Fax(952)2�9-4616
www.ci.orono.mn.us
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Street Address: Mailing Add�ess:
�L`q '¢'�G 2750 Kelie Parkway P.O. Boz 66
kESH� Orono, MN 55356 Crystal Bay, MN 55323-0066
To: The Cur�ent Owner of Address ��`� � � ��I- �� �r�� �— �
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 952-249-4626 �vithin 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 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 tanl<be serviced and pumped
out every three years. City records indicate the tank(s) were last pumped out on
�l - :.23�C>,� . The tank(s) should be cleaned through the manhole and
not throu�h the inspection pipes, this allows for proper cleanina.
Comments:
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Inspee�t�' Date of Inspection � i a�
Telephone (9�2)249-4600 � F'ar (9�2) 249-4615
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� '1�.,��`, zl��`I� ,�,�' Municipa] Offices
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� "�''•'�"��`��—�'y Street Addresr. Mailing Address:
1 �'.���.
�kESH�4 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: v e �4�� IC e�\�� �
Address:_ 4y�s �G S;d� .
Ciry Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every rivo yeazs.
The on-site se�r•age 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 mzets all the location,desigi and construction standards ofthe currznt Orono l�Sunicipal Code.
2 °COivIPLIANf SYSTEM�� An ISTS which does not meet all the locatioq design and construction standards of the currerrt Orono Municipal
Codz but dors meet tha three foot sepazation requirement,and which is not failing or an imminent threat to public health or safzty.
3 '�NON-CONLPLIANT SYSTEM" Aprohibited ISTS;an ISTS located within a dzsignaizd 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards ofthe current Orono Nfunicipal Code and which is failing for any reason;and
any ISTS with less than three fezt of unsaturated soil or sand between the distribution device and the limiting soil chazacteristics.
TANK CONDITION(�-10): 6
Tanl:inspec[ion indicates: •
� Pumpou[not nzzdzd at this time.
� Tank must be pumped out this yzar (city codz requires tanks to bz pumpzd out every 3 years. Tarilc w�u last pumped_ ur�KnO w,� ),
7 Solids accumulation in tanlcs is at a critical a critical levzl. Tanks should bz pumped out as soon az possible.
8 Sti�stam is discharging to tha sucface. Tanks must be pumpzd out within 48 hours to eliminatz surface discharge.
I Inspzccion risers missing-tanks could not be inspzcted. Inspection riszn(4"dia.pipe)must be instal(zd in each tank at nzxt pumpout If tanks
have not br:n pumped out wiihin the last three years,they should be pumped out now.
10 Inspectiun pipe is located directly over tank baffle(dozs not give accurate measuremznt of solids accumulation). If tanks have not been pumped
out�vithin the last three years,they should be pumped out now.
DRAINFIELD CO�IDITION(11-14): �(
1 Drai�zld is dry,no surfacing evident
12 Some evidence oFsurfacing,not critical yeG � � � '
13 Drainfield is saturated and visibly discharging untrzated e&luent to tha surface. Contact tha City Inspactor immediately.Rcpaus must be
complzted�c•ithin 90 days.
1=� Draintiz(d e�tent and condition unknown
COMI�NTS: SYSt�n. �5 OI� , D�MA 1-a�kS
(�—�{-0\ ��#
Date of Inspection Septic System Inspector 4
Note: In the event that tfus inspection repoR is used to satisfy the requirements for a mortgage or otfier transfer of property,be adviszd that tfiis repoR does not guarantee
or cercify that an esisting system will continuz to function propzrly,but is merely an opinion of the adequacy of the system under current conditioas based on the available
infocmalioa
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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9kESH04'�
Owner: �" �J �� 'Q ��Address: 7�/ /� ���.jj�)�= 11U �J.�J�� /
{ �� /�
Permit �'s: � ✓ Dates: S-(7- �3 Contractors: C � ;�� {�� J�TS4� ��C�.
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 betow.
(This is Lx, an existing system [ ] new construction)
/�
SYSTEM CONFORMITY 1-3 :
1 "CODE SYSTEM"-A system uhich 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 uithout discharging
any pollutants into ground or surface waters.
3 '�NON-CONFORM[NG SYS7EM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(The limiting soil characteristic has or [ ] has not been identified at this time. If the limiting soil
characteristic has not been ident fie , this classification may be subject to revision.)
TANK CONDITION C5-10):
Tank inspection indicates:
Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be puriped 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 p�rnped 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 uithin the last three years, they should be punped
out now.
10 Inspection pipe is located directly over tank baffle (does not give accurate measurement of solids accumulation).
If tanks have not been punped out within the last three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
D�field inspection indicates:
1 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 canpleted 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.): j��/
r
COMMENTS: '--
c
Date of Inspe tion eptic System Znspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the premises with the system locatien and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
� O�
O :, O
I ��� �-� � T � CITY of ORONO
1'� ^'��f��:� �"
„� ����,; '���f; � Municipal Offices
� `x;,�;;-���°��;.�� G
� �!��-�z.,:_�,"�,� Street Address: Mailing Address:
9 ���'�°`�`�"� 4�
IfE$xQ 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: _S "���r'�����'���f/:�C�7 r1 E �� j��'•y Address: 4495 Bayside Rd.
Permit #'s: 5145 Dates: 5/17/93 Contractors: E. J. Peterson Co.
(This is [�/T an existing system [ ] new construction) .
4VgTEM COMPLIANCE (� -3) : 1
��`? Code System: Meets or exceeds current City standards in all respects relating to design,
`'� construction, and location. Appears to be operating properly.
2 Compliant System: Does not meet all current City standards for new construction, but in
most respects appears to be designed, located, and constructed in accordance with previous
codes and is functioning properly.
3 Non-Com�liant System: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the current
input; and any system with less than three feet of vertical separation between the bottom of
the drainfield and the saturated soil level.
(The saturated soil level [t/] has or [ ] has not been identified at this time. If the
saturated soil level has not been identified, this classification is subject to revision.)
TANK CONDITION (S-9) : 6
5 Pumpout not needed at this time.
�� Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. If tanks
have not been pumped out within three years, they should be pumped out now.
(During the last septic tank Maintenance Pumpout the tanks [ ] were or [�'1�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.)
nRATNFTFTI� CONDITION (i� -14) : 11
1�. Drainfield is dry, no surfacing evident.
12 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 �cTe and condition soils etc.) : low
COMMENTS:
�-�-�'� 9--�' ,,�----
Date of Inspection Se t' System nspector
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 a � ON—SITE SEWAGE TREATMENT
� � INSPECTION REPORT
ti
��9kESH�4�G
r l / '//[��.- �/ /��f
Owner: " ' /�/ Address: �7�f !� �i/.SiA'E,' ��
Permit #'s: 1'1�Y�P Dates: — Contractors: /'�►�„ivti
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 fX1. an existing system [ ] new construction)
SYSTEM CONFORMITY (1-3):
1 "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONfORMING SYSTEM"-A system uhich does not meet all the location, design, and construction standards of the
current City Codes, but uas installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
j`� any pollutants into ground or surface waters.
(�f "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system with less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
(7he limiting soil characteristic [ ] has or D� has not been identified at this time. If the limiting soil
characteristic has not been identified, this classification may be subject to revision.)
TANK CONDITION (5-10): �
T� inspection indicates:
Pumpout not needed at this time.
Solids accurtiulation in tanks indicates they should be pumped out this year to help prevent future problems.
7 Solids acc�unulation 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 discharge.
9 Inspection risers missing-tanks could not be inspected. lnspection risers (4" dia. pipe) must be installed in each
tank at next pumpout. If tanks have not been pumped out within the last three years, they should be 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 pumped out within the tast three years, they should be pumped out now.
DRAINFIELD CONDITION (11-14):
Drainfield inspection indicates:
11 Drainfield is dry, no surfacing evident.
1� Some evidence of surfacing, not critical yet.
� Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the City Inspector
irtmediately. Repairs must be completed within 90 days.
14 Drainfield extent and condition unknown.
LIMITING SITE FACTORS (slope,setbacks,etc.):
POTENTIAL FOR SYSTEM FAILURE (depends on soils,water table,etc.): '
COMMENTS:
Date of Inspection S tic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the prE�nises uith the system toc>tien and pumping records.
WHITE COPYllnspectors File YELLOW COPY/Homeowner
On the North Shore o f
Lake Mi�rnetorzka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
OWNER ��/ ADDRESS � �� � � P
�
PERMIT NO.'S. -�YlI�—� DATES ^ CONTRACTORS `
City Ordinance No. 210 requires that each on-site sewage treatment system i�Orono be i�spected on a regular basis.The onsite sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is {�, an existing system ❑ new construction)
� � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
� 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major
upgrading of the system is required at this time.
� 3 Does not meet current City standards in many respects relating to design, construction, or location.Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrading of system is required at
this time.
� 4 System may or may not meet current City standards for design, construction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supply,or is a source of pollution to surface or groundwaters,or is
creating a safety hazard, or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfietd replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contrector must obtain a permit before work is started.
SYSTEM CONDITION ( m Checked items may require your action)
Tank inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
�^Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
ed out this year to help prevent future problems, should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield 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 installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. (f tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Future Expansion
❑ Soil table,and system condition) ❑ Adequate
❑ High water table ❑ Low �Fair
❑ Lot size �Medium Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
��7��1
Date of Inspection eptic System Inspector
Note: I� 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 conditio�s based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/ Inspector's File GOLD COPY/Homeowner
On the North Shore of�
Lakc Mi�anetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER C��rc�I�I d �v��v��'e l�e lleti� aooREss __�4 �1�`� �r11.,s�de �'oac�
/, �
PERMIT NO.'S. � \������'- DATES � CONTRACTORS
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a reguiar 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 systern ❑ new construction)
�
� � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
� 2 Does not meet all current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes. System appears to be functioning properly; no major
upgrading of the system is required at this time.
�3 Does not meet current City standards in many respects relating to design, construction, or location.Appears to be operating
adequately at this time, but has a relatively high potential for future problems. No major upgrsding of system is required at
r this time.
� 4 System may or may not meet current City standards for design, construction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or groundwaters,or is
creating a safety hazard, or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary, soil testing wiil usuaily 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)
Tan inspection indicates: ❑ Inspection pipe is located directly over tank baffle.(Does not
Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
ed out this year to help prevent future problems. should be pumped out now.
❑ Solids accumulation in tanks is at a critical level, Tanks Dr i field inspection indicates:
shouid 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 installed in each tank ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. ❑ Drainfield extent and condition unknown,
SITE CHARACTERISTICS:
Limi ng Site Factors Potential for System Failure Site Capabilities for
�Iope (depends on soil types,water Future Expansion
Soil table,and system condition) ❑ Adequate
❑ High water table `� Low �Fair
❑ Lot size `�J Medium ❑ Poor
�Lake,wettand,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visibie
surface discharge.
COMMENTS: ��� ������
'��s f 2_� '+_t. J cl�� ' :rc �r.��
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 wili 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 kepi on the premises with system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
On tJ.�e North Shore o f
Lakc Mia�netozzka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER �7��1�'Lb �CtLL��`I ADDRESS �Y���S' ��Y-SIIc�� /��
N�n�� �
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 on-site sewage
treatment system at the above dress has been inspected and appears to faii into the category checked below.
(This is an existing system ❑ new construction)
� � Meets or exceeds current City standards in all respects relating to design,construction,and location.Appears to be operating
properly.
� 2 Does not meet all current City standards for new construction (1978 Code1 but in most respects appears to be designed,
located, and constructed generally in accordance with previous codes.System appears to be functioning properiy; no major
upgrading of the system is required at this time.
3 Does not meet current City standards in many respects relating to design, construction,or location.Appears to be operating
adequately at this time, but has a relatively high potential for future probiems. No major upgrsding of system is required at
this time.
� 4 System may or may not meet current City standards for design, construction or location, but is failing to properly treat and
dispose of the current input, and is endangering a water supply, or is a source of pollution to surface or groundwaters,or is
creating a safety hazard, or is otherwise creating a public nuisance.Please contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing wiil 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 ( � Checked items may require your action)
�k inspection indicates: ❑ Inspection pipe is Iocated directly over tank baffle. (Does not
Pumpout not needed at this time. give accurate measurement of solids accumulation.) If tanks
❑ Solids accumulation in tanks indicates they should be pump- have not been pumped out within the last three years, they
ed out this year to help prevent future problems, should be pumped out now.
❑ Solids accumulation in tanks is at a critical level. Tanks Drainfield 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 installed in each tank � ment or additions to drainfield. Contact the City Inspector
at next pumpout. If tanks have not been pumped out within immediately.Repairs must be completed within 90 days.
the last three years,they should be pumped out now. Dr{a�infieid extent and condition unknown.
SITE CHARACTERISTICS: I ��S�t�'✓l�"!� RR�A ��`/
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water uture Expansion
� ❑,� Soil table,and system condition) ❑ Adequate
\LJ High water table ❑ Low Fair
L�7 Lot size Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
� f
t Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirem ts for a mortgage or other transfer of property,be advised that
this report does not guaraniee or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy
of the system under current conditions based on the available information.
This report must be kept on the premises with system location and pumping records.
WHITE COPY/ Inspector's File GOLD COPY/Homeowner
On the North Shore of
Lake Minnetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT POST OFFICE BOX 66
1335 S. Brown Rd.
� Crystal Bay, MN 55323
• - • •
473-7357
OWNER (��(.� 1�'`!°', DlZE //�/'L(�/UA-j ADDRESS y�'�.�.��ys�� �,E�
PHONE PERMIT NO'S. � DATES �
City Ordinance No. 210 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the category checked
below:
❑ � Meets or exceeds current city standards in all respects relating to design, construction, and location. Appears
to be operating properly.
❑ � Does not meet current city standards in some respects relating to design, construction, or location. Appears
to be operating properly.
�� Does not meet current city standards in many respects relating to design, construction, or location. Appears
to be operating adequately.
❑ � Does not meet current city standards of design, construction or location, is being overused, or is failing to
properly treat and dispose of the current input and is therefore endangering a water supply, is a source of
pollution to surface or groundwaters, is creating a safety hazard,or is otherwise creating a public nuisance.
Please contact the inspector to discuss requirements for repairs to your system. Soil testing may be re-
quired. In all cases a design and site plan must be submitted for review. Your contractor must obtain a permit
before work is started.
WORK REQUIRED:
� Septic tanks must be pumped within 48 hours.
� Drainfield must be repaired or replaced within 90 days.
�Inspsction riser (4"diam. pipe) must be installed in each tank.
� Tank inspection indicates maintenance pumpout is needed as soon as possible. City ordinance requires that
tanks be pumped out every three years.
SITE CHARACTERISTICS:
Limiti g Site Factors Potentiai for System Failure Site Capabilities for
�Slope (depends on soil types, water Future Expansion
❑Soil table, and system condition) � Adequate
❑High water table ❑ Low �Fair
❑Lot size ^'—�� �Medium ? ❑ Poor
❑Lake,wetland, r stream__� ❑High ❑ Inadequate
�Drainage �System is causing visible
surface discharge.
COMMENTS: �a'AC� L-6G4 9`7UR� �)� TiA�1�'S IS L1/U1��110wN — �F��4/N�/ET��
L��t /�C.A-��
�� � ` �� �' / ;
� 4
Date of Inspection Septic System Inspectgr' �
/
This report must be kept on the premises with system location and pumping records.
WHITE COPY/ Inspector's File GOLD COPY /Homeowner
���
- ,�.� CITY OF ORONO Permit #
- , SEP♦ C SYSTEM APPROVAL Fee $
� ,�,T,.�`.,., ' En.tered By
, .P,� • �.�
��
� �
The .Gene�al Contractor will be given a copy of this report and is
_ r���ponsible for its distribution to all snb-contractors. SSPTIC SYSTEM
DESIGN IS NOT CONSIDERED AS A.PPROVED UNLESS THIS SHEET IS ATTACHED.
LOCATION: ���,�T I E', ��(. -
(',F.NARAT. CONTRACTOR: P$���
SBPTIC CONTRAC'POR: �"IT�t�rrr� �� PHONS:
OWNER: � PHONE:
�❑ PPROVED `
ONDITIONALLY APPROVED: (Note Changes Below)
/`-'
-,�y� , / � `rS
COMMENTS s o�" aP Gt�t�S � � � 1 �
S'��c P �" b�.
appro�al of theAlnsp ctor (473 7357)s Cail forP�nspe cions 24 hourspin advance ave prior
NOTICS TO GSN$RAL COFTRACTORSs Primary and alternate drainfield sites MIIST be protected
pr�or to and after system installation to avoid compaction of the natural soil.
,iT*• �g��,T�T�] �gg.�S HIISS gg ggpC�D O� prior to building site excavation and fencing must
remain in place until final site grading. ApprovaI. to pour footings will not be granted
until the Inspections Department has verified that primary and alternate sites are
adequately protected.
PO VSHZCIILAR TRAFPZC OF AHY 1CIHD (cars, trucks, earth moving equipment, etc.) is allowed
within 20' of tested drainfield sites either before or after system construction. This
applies to the lot you are working on and aIl ad jacent lots. You could be held liable for
damaging sites on neighboring lots.
VBHZCIILAR TRAFFIC CAH CaIISE SOIL COIiPACTI08, RBADSRZNG DRAINFISLD SITBS IIHIISgBL$.
Evidence of traffic on drainfield sites may be cause for revocation of building permits.
Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued.
i1 a�=`� `�
Date Approved By ity of Orono
� , . � � . ,_ �. i . _ i i �.n i I �L.�I�� �._:iJ i_I�-�._ I_II �'Ll�il_� :: L)t�.,� �I_I 1�=-t�;..,�,��14'1 �.�'l�c'
i__�_ .
� `�
♦ 'y�
��� -'�'�+'�i����' I��• 3teven �- $ahirmers -�- MPCA Cert. No, 627
�� 951 Katydid �$ne NE • St. �lich��l, MN 55376 � (612) 497-35�B
Ju1y 18 , 1992
Borcnie K�Iley
4495 I3aXside Rd.
drond . He�r►. Ca. , MN
This On�Sit� S�wac�e Tre�t�men� Sys�err� i� I)esigri�d fo� a Ty�e 1. ttiree
bedroo�n hame f.n a�cordance with the '�i:►ne�ot� Ppllutifln Cant�`o�
Ay�ticy Chapt�x 7080 and 1oca2 o�dinanC�s.
The soils on �his �ite are SC� 3a1Is mapp�d � TCkB - Kilk�nny loam. A
seasoisdlly h�.gh W�xt�r �.able was 1a��tpc� 3t 14" �O 4Q" r (mo�tl�d
sc�il) . Due �o the se�sonally high wa�er tat�le, a PressuX�zed
Monnd �yst�m wfll r�e�d to be install��. •
This si,t� has an Pxisting failinq sysGem due to strang clay sq�.l�
with a high sea�onally high water ta?ale. The �xisting ta�nk is
old & may need tv 1�� aband�n�d, pu�ptd c fiilec� w�th �oi1 . If �
�he ��nk is a sblid concret� tank, i� m�y b�+ used upon approval
by �he la�al Inspeotar.
mhe soiY� at � d�pth of 12" have a p�rcolation ra�� ave�agirlg
' 3 , 6 min/inch �nd ar� �dequat�e for treatinq sep�ic �ffluez�t.
A pumping chamber will n��d ta b� insCalled ta Iift �he effluent �o the
tre�tmen� ar�a.
The manifold and supply l�zt� ��.�e must have ba�k drainay� ta �he pump�nq
chamber. Th� distrib�t3.�n p�pes shall have �heir �nds capp�d. �e sure
�h� �ock �nd sc�nd f111 ma�eria�. are clear�. The svd lays�r baldw thP
entire mounded ar.ea must b� tu�ned c�ver, just br�ak up the s�cl, be sur�
nat �o �ver WQ�k.
The paw�r supply and swi�ches must be lpcated o��.side th� manhale azld
pumpYnq chaaiber in � weath�r proof enclosu�Q- A wa��1�n� devi�� must
be install�c� with a ] 3�ght and Sound �evice, thi.s ia in casc of a pump
�ailur�:. Mc�rcu�ry f.loa�s �re a good mettYod.
All n�igk�borinc� w�lls are lacat�ci gr�ater thail 1.00 ' r,we�y fxom th� _
prapa��d �r�atmet�t ar�a ,
CON`i' ' b
� . _..
�� , . .
Bc�nnie Kell�y
4495 B�ys3.de Rd.
Oronv
(2}
K�ep all heavy eqtxipmen� of�' of the propas�d �.���tmen�. area ��.�ore ar�d
after construct�.an. Th� �reatmenG ar�a should b� marked o�� be�ca��
uonstruction. This DQsign i� not valid & '�he SyStem wil�. ne�d to
be re��c.ated i� �a�lure to protect the ar��s propnsed for an-S�.�e
Sewage 'rr�atment c�acurs.
with P�oper installation and m��.ntenance, this system shoui� nave no
pr�blem in trea�inq s�ptic effluent ef�ectively.
Nc�thing other than gray water, {laundr�', shaweY's, ��c. ) hum�n
w�ste & toilet tissue shouYd b� disposed of �.nto th� septi� tiariks.
G�rbage dispv�als �,re not recommendec�. Additives must not be �xsed,
they tnay ��use harmful damage �4 your sept3.c sys�em. Recommcnd
to pump yr�u� tank every y��r if you hav� I �.ank & ever� 2 �+ear�
i� �Y1�re are 2 tarcr.s .
_ �� �•�.---
��`�' �--
�,.�L,_._�
steven B. Schirmera 4S
5B�/ds
i��_;.: -__� i._�..�:_ 1. � •_:�-, i i�.i.�i i i u..i U 1 �_i_i i_�I �_ �_.��i� I I..i�ai.i ._.. 1�L'.:' 11_i
1a�r._�lJ`=,l l_1 �'',l'1F-�
;� ' Mt�UND DESI�N WUIt�CSY�E�'I
' � ' _ (For F�aws up t�o I2t70 gpd) .
� A. FLa�v ����,�.����.
�stimaEed_��gpd (s��ages �-�ar I-3,4.5) ,
or meas�red —�- gpd x 15 � �-•- °� �'4� �'n �'p°01 �'A'
aaarooe„ v
2 30D 1� t aD
B. SE�'''I'!�T�IrT�C Y.�QU�tJ��L.4TMES s aso �ao tte �
�-10 0 � gallons(se�p�tges�3 ar C�5) 6 '�3° s� m `;,
� �aaa sao 37cf '�`•
�. SdI�.S(1'�+�'P#0 S�t�EVAIt����l} e izao 6n �a� .w...
� ������
1. I�epth ta restricting l�;qer=�y'�-�r��- '�v.inrhes
2. Taegth of p�r�atio� t+�#�a � �.. " �nc.��s � �`�''' �•••�
3. 1�er�iatic�n rake 3.t� mpi cL�-�c L•o ar,� �i� �o i's a
�IIIY
4. �,�d slope S 9'� ��.`. � �
.�, -�--
D. KC�K L.AYER DIMF.'�TSIONS �
t� MulHply f�ow rate by Q.83 tcs s�btain�requir,ed az�ea of rc�k
Iayer: i�aity�'low x d.83 � ,
�- u gpd x D.B�sq. ft./gpci=�,;��q. #t. -+�D�:,y�nQ
Z, S�Iect width t�f�o�k layer(1�feet ur less) - �� ft.
� 3. �.�ngth af rack layer� Area+VVidth �
�„o sq. ft. � t,,,1 o f t. =� ft. 'Rock�e�d
t.ftir rti��r ti r
. ' �.;�`r��;� ���y�y{ r�r � dth 51D fL
i
i • t r f�
E. �ocx vo�,v�E �---�--'�,�h
1. Multiply rc�3c�rea by rt�k depth to g+et�bic feet of rock; ,
�sc�. �t. x�ft. =,?�,�cu.ft.
2. Divide Cu, ft,by�7�u. f�./tu.yd. to get cubic ya�ds;
„o �u. ft. �Z7= 1-� cu.yd.
3. Multiply cubi�yards by 1.4 fo get wei�ht nf rCr�k in tans;
�cu. yd.x 1.4 ton/cu. yd. =��_ tons. ,
�. ADStJnPTI�N WIp� �t....�� 1.:��vr-s
X. Percalation rate in top 12 inches of svii is �,�• mpi AH�w`ptfon Wldtfi fi1�I�71tbk
2. Selet�allowable soillaadin�rate from t�bl�on page&; r����� ��� �� ���
.�,.� gPd/ft�
3. Calculate ads�r�rtion width ratio by dividing rocic layer p��o•� �� •
D.1 w S Sa+d 1.�0 1,ti0
loading rate of 1.20 gpd/ft�by allowable soil loadin rate; 0,1+��•• ��+•• o.� z.no
�,�2 �} � 6 to 1S S�ndp Lrnm 0.74 1.32
�.�Q arr�I i�--� ��4�,�t'�a �,,�a,.L_• 16 ro a0 Lami are 2.f10
br-" �i a�4�S ,IM� n.as ��
Check this�alue vtt �xrg� E-1&. �, . ,.�
4, iViult�ply�dsorF+tian widttt raria by rack Iayer width to get �'°"K'�'"" �''y �" �
»o►..
required adsa�rptios't width;
,�.�7 x 1a ft ��,.�„� ft
�
_ a
. i
� - ' �
� _
-f _ ��•4� ' '_ Yv - I� �
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. x�..cv I r {.,,�� � w.-fxv '�`4i,b _�- ! � � � •,O �. —� �"'ii�,��`, [i- 7
Yno-t^ �• �i�'�'4 G� Y �' ��� ; .�� 4'..4 SJ 4�.y �°'.-(. �- - ` + - �
C 3v I�.9;l6il}�`� j.. „� t�.7.�. '-'t ---•� 'f� � 1 �' i
� S4�S't 1.:.r� ^�t� �% .� . �F •F r �x �.�
�Ks �rj4GS�i"1� � 5� ��tE�:�ti ,' ., -�I �.
�` � '�+Nt�S �^ �-' ��U�`����.� 44-0��'C� y -,``� 'w v, s , �
� / +pR►UT�— �i Y'S��'"'��''l�"�y,.� �lit
_ \�, �.L�—,� � j� � Ag-�t� 1���' \.- j '�' '�
` 7 � ' f 'tti c+ �/ � • �S r.4 _ � � � +r;.�` � t '
� .' '� <3�'' •, �� gr� �� � :.�_
j�i� � � ��� i j � t . � � E j
�� '��:� � � � / �i r'
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_ �� fK.�'ri.' � ��� i i � ' t �y� � �
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= s �•' � `�}R?`F{�+y � . �-.�`h' . ! . �'�
— ? _ —�ri.s-s��� f' J11 t `r'y , >:
'TH11Y x 7Ct7�l.r'^D \
_ f �1,�...� at f � �� .�� �� . . ' `_-, 1
- � r f � .. � �.. �� � - �� I
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- � �t2 C;'3ri�_ _ ff ���i -:+�� f e (r > ., 1:
i � �-�^ Vri � t �•p� � — � 1
r' ? �'1,-'-;j . �� � +P7: �
� ��I � ' ---�-1—�J � - � __ � � - � � �
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- "' ��� .rCL.L-- .}1�i�1�� TtiL71��f='Y�- �T 01�-'�>�� . '�?� ' V r� ,� ';.I. I
= C� j �� � �-arc�rn� �t�+�r^�r���T #�� ����- � kc-[�- ; :, � � ': 7 � �
_ � � s��'�p LD}���D}S. � i _. . �
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� �.' ��� � L�� _ :._ a_ .' ' , 1
/� � � . ;' t,� L •�•
I � ' ' s y ' `' QRO�Efm �F:���s��,.� Y� YL-���
� ?., "i ,i:1''. O• c ��Cft�laA ;�i� ��C' � r�iJ � ' , �Y
ry _ � a,�.,,�,� _�1' � �W�� U�"7 l S� V Y-- ��J
- � X��,pi� �.a.+�Try� . , _ . , _�'
- i"- " �'r 8e1►Ct� MOfk `^re-+��.:n t-�} fs ?�'�.%+�5 s-1. fi„
- ' t�k� 'f�is systt+n is to Dt ca+strwc�d t� meef --
_ !�t�rx�►esaa Pottutidet Gar�rot Agt+tcy S—P�'EST�11�G 1fVC .
;
, Chagter ?OS4 t� I.vca� 4rdinarice � �: �-�--�� �� . �,.�,t�,
� Note : Ch�ck all un3erq�aurtd �tti3ities - Date �t.�1�¢!� Pti.St�-4g7-35r
- �' �
t _
• ' � \ .,� ` 1 S� � ..
, � py a �
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f, . � . _ � _
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.� J•� �x;w.o
'; '4�.i4� �1 ��u1 � �'
:..� . 7 .
I f�;
� SET- BA�KS •
HOUSE - Systern mus# De� -
� � . T4nk 332 `rom property fines >C - S�r�tn� t����- w��-�� ,
���� t+�i- ,-, r±; fram we1�s
_ - ?� fram O�dgS.
�' ���. - Treotmtnt oreo =�#rorn l�ke5 ~' � strea+�.s
, p�� • . ' —" h1aTE�Power u:pp1Y Un� switches mUst �e �ocofed in a
_, � Tfeatmenl oreo �°. foom pr4pert�+ii'1e,s , y�}y� �f enrJo�re outsde ths �umpin� ct�amber an��hole
M/�Nt�a��5 �+�» ��-" •' ?�.�fram wells
. Q'��F�•.'- z��fronti bldgs. - ,
i— —� � frar�ifeps y S�}�L $�R1i�1G E�EVATiflf�1S
� t , r -i' tf t �� -
,:, 'min. - - TH.'i �L.—�'!s.'�
. � • •� � i '
� ; t 3� db. qrcx�e �QI��"H."2 EL.S`�.6�`'
'=' Tank T�nk ::� �`�.r � �1'�l�3£�.��
J �3ro� :.o "'cn4: � PRESSURE �35T�IBUTI�N hil �[} S'Y5Tt1v1 T1��'4 E�-
L ' ►�� 1' L..�� , TN'� £L:-
�. = to S' �- ��"�'�"� E�t�A�t�nf at P��POSED Pllt��t�^
� �:ox,1'�1��� ���P T�]��-S ��it�,�..4x�J Ch4mber . - �q ��
� ����fl �11�tQ. p9��� �'C��:r;3L'Ya 'j3'a}�.�f �,�Stii-+QC�4\ 'P�Y+,4 6 • � . C.�"�A1����,�„ur�c_�.'��?� ?7-�Yi�iy ')'�
� '�1�L w S a�L.. �Y4'D�-or�- s t�o w t...!�� YkT Y+c'-�
_ �Ys�'�M ��s�r,� -M�'UNo J . � �- �1-�.o -
y�,.-G�`� �or�.r . -
=� '�Y�'�-�, .�B�i�'"vQ�A , .4�ue�-oge �ence1atan rate 3�mit�.lir�ch tdes+gc�.83sq.#t hreatmartt cz�a pe�-r�o�. of�aily sew��e fla„+�? -�'�Y Cl'� 4-CL-1L �X�S�iV�a�SYS:E+s7�'
� . ��?g�.l�oy x.83sq.f1�$01, {�.�.:i-sq.�t.of trea�tr�ent area �IDiOlo=�_sq ft- (.- ��ft.wi�th=�ft.lenc�tti of bed ar+aa+si�e si�run.�t�1 x��iQ'a'=�_ftx �� �it.bwn•oreo need�ed�
l ' C�eon ro�s n�ted- �:.s..._sq.�t.treotm�t� x -L�`_de�of ro�s= 3 o w.fi-t 2T=�_axyds�(31��to 2 Il��d�. ,inciud�es 2��of rxk obave pipe�
7 � .
� " .
.� _�-�:F�S�-.- G9ear� sor�ci #�tt be�ow rack neede�ll..�.�_tuyds. �pprox. R so�dy'�m bg:kfitt ��at.y�appro�c, tt�p5cbl 5 �_W3"•i $y��L-��.—��--�� � /,
� r..s.w::bN�il ��SQi'_Ltr1�LQ -STs �QQ �.a�n.:�i.�t�'o+tso7l�..�A�..1�'�v�t�'3g-��op� �5� __c�4.�
I V u m�O r a f t�i c s r e s�c r e d ..�.�, l s t i a n k oo� gol. ,2ntltank 1 �q ot.mi�r� Qi..�s P�amQ►�ti.. �.t�#- ��r�;,s��- . .
T' �mp�� �hcm�er capocity- 25°�a of�ony sewa�ge fbw af ' }gol..11.�gat.+reserve s'a�a�e ��-15 0 y�.�/H�gol.+pipe bodc dronage— PROPER'CY �F:'�o►.x►'1�-'�' ��-�_.�!
; �f�_cx�.11�flli�.f�af�`dia. sapply �i�?, iirr.ftnees�ed�?.�, .5.�gal.�rnani�vlc#1`��.�IO�tirttfta�f.3Ndi�.F�pe,�ftr►eeded `� t�_.Q�l. yi.�°f�� 'C����»,� '¢'Qi
;� � tc!t�1 cu;7cc;�•� ��ade��11�ga1.{plus t�rea for�ma} uz rr� rn,�. [..Q����i,��,�. �lLm�'t j +�-�s� .,�C.
� " C��#rbutian pipe ��..:�.��io. * �?..._lin.#k, 1��dia perfcrof'a�s���a�c�t -
. Pump s�e�hp. {pum�aible caQacily�_qol. 4ryceslday a . �.�s�,a �,S' �-+�.xs�� c��s. _.���t�.��C- 3 1 �1 ��_ � $-� f"�.��/!Z/�'i � �
- � Noie: Wt�an ca��n�t;�q t�e� .�- , tt�s �rea shos,�d �e staop?�d Nofe� �ista�ce fr�m trrotm�►t c�tea tio ne+ghb�r+nq weris-- [?asiqned By= ';
to d;ver� run-�f# trs�m ent�rinq trealrnent ore�. �''� �`s'��- ��'"� fu'b - �
, . � Dote��2��f �. £�12-497�35�t
i t_. . �.._ �._ _'__ 1 i ._._ i i . i � i ii..� �i 1 . _. _.i _ ..� I l_I�1�..! _ L.'L.'�.� I;_ HY 1._�IJ�_'l�.'_� +�i.4_�I.
�,. .�iNNSLt)I'� Y]IKfi WTbTH .
1..�If Iandslc7pe i�3�b ��r more,subtracE rc�rk Iayer width ft'vm �
adsnrption width to o�itain minimum downslope dike tae far
� a�i�orptiort: -�
��.'1 ft- 1r, ft= [ '7 fret . /
�. Calcui�at�minimum mound sSze based c�n gecrmei�ry: �
a. �7et�rmirie depth of clean s�nd fill at upslo��dge c�f rock
layer: Separa#rcm r,o fept
b. Multiply rorlc i�y�er width by landslope tc�dete�min�dmp ,-,�-�-�-,.,,,,�:
in �I�va�3an;Srvpe Dif�nct '�+��
�r �x �.
,.,�,�X_,�_9'0+I00�* �S'� �t ' ""�.'�.' ;;, �''�,
c. Add depth of cleare sand dspth of rl�an s�►nd for �'+� . , ����� <� :
raa�rr ,,>,.,.<.K�.}..
separation a�t u�slope erige(�a) to d�pth flf mr�c layer to �� ''..,
rc�k de�th and the depth of cov�r to firid the tvtal mound "�"�-�-�,,..
height at upslope edge of rock layer;
1-�? ft + 1 ft+ 1 ft - 3�o f�►et
d. Bnter table on page lx�ttorn with l�ndsldp�and ups1�
dike ratfo. �Iect c1ik�multipl�ar of �,.�;,�.",��., .
e. Mut�i�ly�lilce multiplier by upslc>p�mound height �
ta get upslcy�e dike width:�,.�?x 3-3�.. �„�...o.,_,,.fc�t �
f. Add the depk�t Qf sIop�e differ�ne�(2b) to the up�lc�p�
height#o get th�dovvrislope height ,
�,o + .s ���..�` fc�t
g. Enter tabl�ar� page battorn rnrith landslope and �..,.
dawnslope dike ra�iv.
Sele�t dike multipl��ex t�f �� �., •
. h. �+tu►1�iply dike amultiplier by downslvp�mc�und h�ight
to g�t dawn�lape dike widt�:,:��x�:�_�s .,�f�t
i. �ampaare the values o�st�p G.�. a�d 5t�p G.2.h. S�l�rrt the �
gr�ater of the two values a� the'do�vrtslope dik�wid�; .
! � �t '�:�;r'tii'�:'tit'4 r.i: �r " r. �'k�{��;r�r.�
y�.(i.4 �J��.{* .t•.'ti��.iti�}S•.{.. h�.•�{titi�r�ti
j. Tota�mounc�width is the sum of upslop+�dik� ��w�a��' �;. r«�a�.����� i tuy�r
a r,fMMM'M�IV r w w,r
� �� �i� er width plus downslope �'S`�`*., , .." ,,� ,~ `{ � . . ;:r� `��.~;~s`r
width p y r :�'�r� a '`' ' `,
dike w�idth; •:':..". M y{, '`•,. ��;
t1Cr f�,rti� �'fr�v'�'.;,� h;..�,,'�.C��.��:��M'r5s'�•{R�'�W�N15•�
r� ft + �� ft + 1 � �t - _��d` �E�t �1p�p�0i1u�7beh_��ti.,..,,.,;�. .;;:�'rlF:s:.::� �
W 't,�!';,:,ti'''dti' " �:`{�'h; :ti'?'���i�j�M��,rr��w�� �r�f��{yr�,�ti��
�C. Total maund length is the sum of upslv� t'r.•r�,;:�.};.�ar� -�::..{;,, �':;r �'{�id��S' ^ �',;
t �• '} ,:.ti�;+:{+::+v sr+r�.•«< r r r
i,�,� ,�:._ r �. ��!,�. ,:
dike wid#h plus rock Iaye gth p 'ti ;.;'::�.s� �«,�.� �.� „
^{.'i�}''4�'i;.'' ..;,• .e 'e;:r�r's;
r len �l]� :�t�r.,. i•tir.•it 1;..:'�� );,r•us'�.�;r r i rs;;';r''�a
A.�..�, A • N• i+�� Y y�.� �h�ti����ti �i^��~���
�i�C� W1C�t�l; �:?-.,••.,;.�.ti•..�A'�7�1. ���i�?:�1t�'�.lffit'°'l��i'.,�lti':�'.::r1.�'���
UF?8117� �a�. r��:r'v:.>e t%��tir..i:."•r�t�.'•r:e:'�::tir.tr�V:u''
I� f t+ y j,,.w.f t + �,.f,.�f t= ,,,,(,Ql f ee t �.�.._ -rd�a c�_�..
' � ,L t. �.{ -+- t � � '�
wnr ope � �
xt �i sl &► 7:t st r.� .� �cl r.� �a �
s�
b bA �.0 f.0 60 7,9 3.Q �.0 5.11 b�0� yA �d
i 7A! s.t7 8.76 6�1t l.E9 1�1 7.ti l76 5�64 i.�/ �A1
4 a.1� 1.a5 5Sl �.1'1 �.11 2.d1 ].14 1.S+i E�.3� (.Il i.90
a aao �-4� a�e ysr sac a.�s a.a� .,�s s.a a� b�ts
� a,�� �n �s �.N axt tt� a.cs uz �.e� a,K c,a
6. _....a9.._�� .�q___... .�57.._ .�� _�n . !'3�'� �.m �.� sas s�
� ; 9tr� r.�� �,x tLdf '3a[� .._- a�r xte . �,It �.4a sAt i,
! 3.M1 l�.3t 7,p 10.3� 17.73 2.Y 3.t2 3.70 4.� 4.70 8.17
� 3S5 S.ri Rb1 IISt t8�l1 2� ald 3S1 4.di U9 4lb
9 111 6Z5 !,(A 13�a ii.Q2 t.76 1W 3�5 3.00 1�0 4�S >
10 �4 6A f09 i5.00 23J3 7.�1 2.16 �? �.75 4.12 1� �
1f '�'r 7.dN !?4n Z1A1 1�7E tif 2.�'1 J,11 a�9 �.s0 1.0{
12 ��
i��_��.,..�-; 1`±_�<' 1 � •:_�_, i i<�_n i t�t_:i tl 1 �_l i i_il-�_ i.it- rl_i il_� ;_� Utl:+ I U u�1'r'.;L1'_,l�_1 F-'.l_th
f. .
� �Pi�(?CF�,UR�
� A. Detrrmine puxrtp capar�tpt �
F!� p�MT�1'K�1 �F A �RFa1d1Yf0 LJ�tt101t.
�rxvity L7�str�b�ation
t. Minimum ae�ggested is 600 gallons per hour(lU$�m)�►stay�►h�d of � •*'"�°�""'
wc�ter usc rate. � �w
�. Maxirrtum suggested frn'delivery to a drop box of a t�ame sy�tem�s�.7p0 .',;.,.,�, ,.. �.�,. . w«+«.+�.�t«r w.•
&allar�s per haur(4S gpm)ta prevertt build•up af pres�rre in drop box, • ��: i..�►�u�•� ..'��"',•,,,�� ,*•,«,
w, b�«wMririlr
. -� � �.r
��nrit Di�tribstNtm • � � .�,.�'��'
3. a. Sele�t n�mber�perfdr��ed laterals_ 3 ,
b. Setect perf�aration ag��ng� � f!. .,�. ; ..,.:, ;.:.�, � �
c. Subt �ft,from the rocic layer length. g,_,.� c�►�e�,. �" '�'�
1����+r 2 h.�.,�R, °': ,.;: �. �
. o,�..����'"r"�w
d. petermine the nurnber of sp�c�s be�ween p�rfarati�s.
i,�►,gth �rf.sp�in���,,..f��.,,�,.r,f�_.�..,.� ��o,p pa�txztart�m c�t
e. ���}�C�e's�1��,�_pE�otatEar��/iaterar
" f, MultiplY Pe�rfaratiana per lateral by r�umber of latc�rals tt� t�rad �a��,re.rp�
�et tntal numbey'of perforations, ►/� �/,
�t'. x .�+��,,�perfarorians.
�.a v.� o.��
c�� �a o.� a�n
g• '� x�t�+�L S� i,bb o,eo 1.0�
2s t►� �.»
��`sL�CT'�]PX1MP�APACITY�.L.,,_�Pm 4A 't.73 i.p
S.Q i.26 1.b$
� �.�et�rn►ine h�ad reqnireatent� �u.t.0 loot ot 1,.+d!a r�idd+tl�l rpiMee+�.
��'� f. Elevatian difference betw�tt pump and poirit of disd'�tge. bU«r z.o hataf he�d kr oMefNt.b�r
���
2. If pkrrnpiry�tc�a pre�sure d'fstribution systerrt.acid Fiv�feet for p�ure
' mc�uired at tttanifvld
�,,,�,fieet
�. Fricticli't lass ����
a. Ente�t'frictian'�Ioss tabie with gp�r►and pipe diamct�r. 1�o���.
� Read Erfctia�►loss in fi�t pe�'1QQ Feet fmrn table_ "'"'°'l���
F.i..=/,,�- E�.�ioo fc of�� ��� "�.�n��
b. D+etern+ine tvt�1 i ler'►gth from pump to discharge l . tl p � '7�
P i�
point. Add 25 pt�nt ta pipe len�th far fitting .
�o�,s,or u�a fitNrig ic�ss C1►��t. �uivalent pi�e F-l8h
length-Y•�N�p�le�gth= � i.S ir�ch ZO i�ch 3.0 inch
:� ;, x 1.Za ���'- �� � rt�a+taN�aaen a[�q+►
c. �atculat�t�tal fr1cl�on luss by muitip�yi�+g 10 �.c�9 �1•2�
fri�tiori loss in ft/100 ft by�quiv�ient pipe Iert�th. � f �{ Q.� 0.8
Tahal fric�on Ins�_ �.:..�x���0� --�— � i� i.c� o.4a
,�. �p�����irec�is the surn oF elevation diffet�enCe, .
speci�l head t�equlrem�nts,and total frictior}oss, 20 �+�17 �,T� 4.1I
7.S �.� 1.�-; 1�– o� '
�.,,,_+�, S --+� 3S 7.90 2.06 0.30
(�) t�1 �3C) 40 11.07 1.54 0.34
45 14.73 3.28 0.48
'TOTAL HEAt� ���feet � 4.76 0.7A
50 S.6d 0.8�
���G Pump�electi�n `
1. ,l�ptimp xnust be selecE�d t�o d�liver at least_�gpm (Step A)
wittt at least, ,�#eet of total h�ad tS��p B)-
� i._.. , � . � � . � � .,.,� � � u_i,i , _._ ...� �_.� � �.� ,._ ..�� ��_. .� :i _�:J_�1�J 1-.LJ�7
. ��RTIk"TCA�`YON # 0�627 Loqs o£ Spil �orinc s � ' . .
r.acat.i �n c�r Prc�ject�„��r�1���..�__�ellev, .,4495 Ba si.de Rd.' drona
�orin�s m�de by_��P Tes;�in�s,Inc. St�eve Schirmers _ D�te . 7-6^92 �
ela�sifi�tion Sy�tiem: � AASHU�D USOA-SCS .X____; Uniffed f 4�her
Auger used (che�k two) : Hand X , or Pawer,,.,_,,. Fliqh� ,�d�' au���� ��.�..
Depth, �c�xing number 1 ---- De�th, Boring numbax 2
in iii
feet Surface elev�t�ion B9.� �eet Surface elevatian 8$.�
� �
i
0 - � �
�ppsoil daxk gray
To�sai.l dar.k gra� ].o�m
loam
� _ p - 1' 2"-MOTTLED 1' 2" 1 ^ ti " �-� 2�
D�rk 1, Z� _ �-1.J2!c�� yl Z���i B�o�rt �en�y clay ioam
� - 1+ 2" - 2 ' --MOTTLED 2'
. 2 -- � � - ._TM . w
� Rusty olive brown s�xtdy
Rusty gray brov�n clay lo�m
e 1 ay 1 t�a m 2' - Z f �-��--�-,
j - 3 - � Rus�:y c�li.ve b�eawr► o3.a�
2� 1p" - 3 � gn lo�m
._ --� —
1�-1I2' _, 3 ' 1ti",._,,.� � Rus�y �live brawn
4 � .� 4 - ,Ic�am
R�ts�y gray brown � � �� �, 4 , $n
s i 11�y 1 Qa m - i� ----'
3 ' 10" - 5 ' • Rusty �, �n - 5 ' , ��i�y ��5�a�i
� _.. _ ,_ .- 5 ..
G - 6 - .
7 - � " "
8 y � "�
�,.�..�...,...�-
T�� 5 ' g���. End of hnring at�,,,� � � fe�t.
End o� boring at „�� _ '.
St�ndinq w�ter table: StatYding wate� t�ble:
present at.?� �e�t o� d��th, prczwen� a� 4 '?� ,,._ feet nf depth,
17 hours af�er boring. 17 hours aft�r ba�ing .
Not prEa�ent in hale� ---. � Na� prceent iri halp
. Mattl�d �oil : .
Motit.�.ed soil :
2 � fe�t b� depth-
Z� Zn , dbserved at _�___��___
Observ�d �t _� ��et of d�pth. .
Ndti �r�sent in hole ,,,__._ --
� Nvt p�G:�ent in hole —_•
Comm�nts: Comments :
I JI_P.,!-c=� 1.'J'_i� l i'�c_'i I I�::I_II I I ILi Jl� t_i_I I_IF t_ I_li f'LI JI._, _: U�ll I I_I Y��l'i'-�4_1%1�_1 f'. lt_1
'C�tt�'�i•'Ic���rpts # oS7fi27 t�c�gs of Sail Bo�inqi�
�,r�r_a��on �r Pxo�ect ao�ni� Ke11e�► �495 �ay��de Rd. . Orono
. ��ri.ng� made by 5-P Tes�.i�.,r,Inc. St��� SChirmers D�t� . �"`�"92
Classifi.�tion System: �ASHU �; USDA�SGS X ; Unified '► ��h�r ___ __
At�g�r used (ch�ck two) : Eland X , or Fa�wer � �'light,,,_„�r 4�' Bucket X
� �� Da�th, l�c�ri ng numbe�
Dep�t1 r �o�iny t�umb��_ �,- -- _. .._
in in
feet 5ur£ac� elevat�ion 90•� _� �eet Surfac� t�l�vation � _
. 0 L n '" -�--� .
Topso�.I d�rk brown
0 � � , laam
1 � - -- 1 -
Brvw�� clay Io�m
2 .-� .. -� � �' � � 4" --- ---- � �
��own sandy clay �
� _
loam � W
?. ' 4" - 3' 4"�-MC7T'1'1r�U 3� n
F.usty oliv� br.c�wn
4 - sandy loam � _
3 ' 9" - 4 ' 8n
�tustY. 4� �n _ 5' s�I�y�l�a�i
5 � .. � _ I
� w 6 -
7 ,� � " -
' g ,� � 8 -
� ' f���, ~ ��d o� box'�.ng at f�et.
E nd o f b c�r i ng at �.,�„ -- - -
Stianding water �.ab3.e: 5t�ndirig watex t��lE:
pres�t�t ar� 4 ' S" feet af d�pth, preserit at___ __ £ee� of depth.
hours �after b�zinq. hours after bara�ng.
1�1ot��.reserit in holc Not pxesertt i.ri hole__,.� •
� Mottled s��l: Mottled soil :
Qbserved dti ` n (7bsexv�c� at --J feet of depth.
�` -- f�et of de�th.
Not pr�sen� in hole_„ ,�• Nat pres�nt in hflle_ •
Comnt�nt� : GQmments :
�
� _ _.- ' - - •- 1 � �, � � ��_i,�� _� _ _, � �._, _ i ._. � _ :+-�� _l_i_,11J I . 11
i � � � •
c~ERT.#b0627 �
� " ���iCOLATIUN T�S'�bATA S��I��T
7�7_g2 8: Z1 �
. S--P xesting, �nC. ort - --- -ctartinga
Percalati�o test readings ri1�dG ay._.-�-.-- �,�,,,�1
` 4495 aaysid� Rd. �-�-9z
Tcst hole iacation - ,Nole number_...1,l�ate ttole was preparc�
f �� �--
Elepth oC hole bottom ��hes,Ditunecer r,f hole— __inchcs
� Soil d�ta frcam test ttole:
� �p���nGh� Soil texture
�
� p _ 1zn Topsd3.1 dark gray loam �
; .._..._....�.�- - - ,,....�...._
; _.�.._..�.._� --
� _.� � �._.________�-�---. _ -�-----
�
� � --- K ri��e ---_�. �_..�....�._---�^----.. ✓
Methc�cl of sGt�tching sidew�i �--
� � +ncl�es
Ckpth of gtav�l in bottom of hole
; . 7-�-�9� �•o � .
Datc and hour of initial water fiil;ng o initi�l water fiiling�._.. i�hes abovc hole boitwn
� Au�omatic �i hQn
� Mechoct used ta rnaintain�t lr.�st l�inehes of water depth�n hole for at kast 4 hou
� ..�.Maximum water dcp�l�ab�vc}wlc bottam during ce�:t 6..,—inche5
� — --- _._______ _-
, ..___
� � • 1�me „ __ ._ u`— Percot�tion
� Time intcrval� M�asurert�ent, LNup in water race, Itccnarlcs
mir�utes inchcs level,inches minutes per
inch
• $: 14 Fr��i11 6 '
„ .__.� - „ 5-1 /4 2 .9 15 m�.��
�: �1 $: 3 6 ---- _.
_,. � - ---5 - -- - --3.0 n n
8:41. 8 :56 _� -
- n� 4--7 J f� 3.1 M n
8:5 7 9: ].2 r----
i ��_ _ .. --____. ..—. ___
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� i�cnaiation ratc = 3 '�---�n�nutes pet irx;h.
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�'fiRCOLA'rl(7N TF.ST UATA S1iE�T
S--P Test��g r �rl�- nn- �-�"��2 startin�a 8 : 27. �
; Pcrcc�l;,i�.�ri test rcatiiiS�:s made by ,�.�,� � -
i • 7—Fi-92
'f�st halc{c�cation 44 9 S �d s ide Rt�. ,Iloic numhcr � ,C1�tc hc�l�was pn:p�ed
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P
Soi1�ata frum tc,.�t hnl4:
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Method of scratching sidew�It.r.Kn�f E _— �, — - �'•
Lkpk�►of�ravel in�ttom of hale .2 ,�.inchcs �2 '
1 7-6--92 3=ti0pm ,
Clatc and hout uf initial�vater fillin�. .I7t;pth of in�tial water filling..��-�-►nChC&abtrvt hole buttoql
1 Mcthoci usui to maintain at least 12 inchcs of watr� . _l�th in hole for at least 4 hour�-, _Automati�,5�ha2� -
� _� _��,Maxie:�um water�lep�h abvve hvlc:bottarn during ces� 6 _inches
r �
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r T�� �rlfliC � _v ---- �CCCO�dt1Qf1
Tiine interval, Measurtnnent, [hop in water rate, Remacks
minutts inChes levei,incl�cs minut�s per
inch __�
• 8 : �0 �re�i11 6. _� .,•
$; 22 �: 37 " 3-7/8 3.9 -- 15 m�n_-_—.
$: �(1 $: �5 "_ 3r'�/4 4.0 n n
-- � ��-3 I�I 4.0 n a
8: 5 8 9:13 " --- -------�_
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I4 .0 rninutes per in�h.
1 PecCotation ratC =
�„_� ._ __._ 1 � •�_. i � _ � Iu__i;�ti _ _� _ �_�� i ;_ ,._; _ i�� . Ii_i ;��,.��i�i_,1i1 I'. 1_�
• C�RT.#00627 �
Y�R("UI.A'11UN 'I"EST�ATA SHEET
S—F Testing, �riC. �a 7"7�92 s��rting ���� ��
Percoi�tion te<t reading4 made by r�„��
Test halc locatip„ �4 g� �ay's ide Rr3. _._. �ole numl�c ...._ � _.�.�. �ate hole was pre�are� �"�"9 2
Uepth of hole bottum �� inches,Diuttt�t�r Uf hale �_..,inchex
Soil d�ta from tes[ho[e: .
I�epth,iiiches Soil t�xture
- �- � �" -- �— ��-�.�.�1�_k._�.Lt�TdJ] 1 nam – --_.---_ __ -'–..�—._.._
Kr►if�
Methai of scratching cidewal��----___ ____.____LL ------
pcpth of gra�el in bqttom of ht�le 2 _._,..�.__inches
pate and hnur of initisl water�flin 7—�^9 Z �.t�t�i cni�initial water filli�tg �� inches above hole battom
Meth«i used to m�intain at lcast 12 inches of wattr depth in hole fcxr at Irast 4 houcs Automc�tic �i.phon __
T_ _-- �__, - -- ,Maximum watrr depth abnv�holc bdttom during tedt 6 _inct�ec
Y.... � Time ,------LLr...T--- — Percol�tion
Ti�rK interval, PvleasarErnent. th'op in water rate, �emarks
minutes inches lerel,inches minutes per
inch
. $ : 10 prefil.I _..�.�_ .�_ - -
8: 23 8: 38 " 4–�./4 3.5 15 min __
� : 3 9 R : 5 4 „ _�_�--- 4 --- 3. 8 " " �
ri 3-13116 3 .9 �� "
8 : 5 9 3 : 14 � _ _ __ --
Perco[ation rate = �'7 mint�tes Qer inch,
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FLOAT5 MUST 6E RtJN THROUGH
CONDUIT WIRES CANN4T NAVE GaOUNb
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M�AS�RE S�UM AN71C TANK AGCUMULATIONS
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