HomeMy WebLinkAboutseptic info � O�
0 �5, 0 CITY OF ORONO
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'`� Municipal Offices
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r�,, ,p y�' �, Street Address Mailing Address:
� G'�' 2750 Kelley Parkway P.O. Box 66
'Z9 �i Orono, MN 55356 Crystal Bay, MN 55323-0066
kESHO�'
To: The Current Owner of Address 45 CRISTOFORI CIR
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 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 tank be serviced and pumped out every three
(3) years. City records indicate the tank(s) were last pumped out on � ;1 � ' O �
The tank(s) should be cleaned through the manhole and not through the inspection pipes, this
allows for proper cleaning.
Comments:
�
��C�
Inspector: Date of Inspection: "��
Telephone (952) 249-4600 • Fax (952) 249-4616
www.ci.orono.mn.us
• • • •
�
To: Orono residents on mound type septic systems
From: Willie Gibbs, ISTS Manager
Date: May 10,2006
Re: Landscaping Do's and Don'ts for Mound Systems, Quick Reminder
Do plant and maintain a ful! 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 nitrogen in the effluent,
Do water the grass over the mound in extreme dry conditions, sparingiy.
Do avoid unnecessary foot traffic over the mound, mow it�nd stay off of it, This is especially true in the
winter time. Even human foot traffic can cause frost to penetrate the mound resulting in potentiai
freezing problems.
Do inspect your mound system annually for winter kill, (reseed if necessary) animal damage,
(burrowing)or signs of potential failure.
Do not plant trees or shrubs on the mound system, smaller trees and shrubs may be planted at the
edges. Remember, that sunshine is the key to a healthy mound system.
Do ask questions, if you have any concerns ar questions concerning your mound systervo
please feel free to call me, f can be reached at 952-249-4626.
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�' �IT°Y of �RONO
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` � � F �� `- �:-� G ''� Street Address: �i5ot-a4q-�I6o O Mailing Address:
��� :��jy����p'4��'� � 2750 Kelley Parkway P.O. Boz 66
�_=---�� Orono, MN 55356 Crystal Bay, NfN 55323-0066
To Cunent Owner: Address: `"� � �a'�• J �"� ��� ° � ° �°
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every rii�o years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SI'STEI�� CONFORI�ZITY (1-3): �
1 "CODE SYS1'EM" An lSTS which meets all flie location,design and construction standards of the current Orono Municipal Code.
"_' "COI�'IPLIAI\TT SYSTEM" An LSTS which does not meet all the]ocation,design and construction standards of the current Orono
Municipal Code but does meet the three foot sepazation requirement or h��o foot requirement for systems installed 1996 or earlier,and
which is not failing or an ii�inent threat to public health or safet}�.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS]ocated within a designated 100-year flood plain,any ISTS which may
or may not meet all tl�e]ocation,design,or construction stanchrds of the current Orono Municipa]Code and which is failing for any
reason;and any ISTS with less than three feet of unsaturated soil or sand ben��een the distribution device and the limiting soil characteristics.
�
TANIC CO?�DITIOI�T(5-7): �
Tanl:inspection indicates:
5 Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code recommends tanl:s to be pumped out once every 3 years.
Tank was last pumped )•
Make sure septic tanks are pumped throu�h manhole and not throuQh white inspection pipes. This alloH�s for the proper
cleania� Keep water softner and iron fitter dischar�e oat of septic svstem to prolon�life of drainfield. Ask pumper to test
alarm float to verifv alarm is still workina in your house The alarm warns owner that septa�e is about to backup into basement.
7 Inspection risers missin�-tanl:s could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tanl:. If
tanl:s have not been pumped out within the last three years,they should be pumped out now.
DRAINFIELD CONDITION(8-10): �
8 Drainfield is dry,no surfacin�evident.
9 Some evidence of 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: "J(���' � '� e� C� � a �1. 13 �' G � T �F� iZt��'✓l�
���•-l�t'ru — �l�A i A�' j c'�r.,,�t��.
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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[hat this report does
not guazantee or certify that an existing system will continue to function properly, but is merely an opinion of the adequacy of the system under cuirent
conditions based on the available information.
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'''�.;���` A dress: Mailing Address:
��K�g 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-006E
� 95d-�yq-y600
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To Cu.-rent Owner: Address: `�`J� �-��S fi(J� ��.r ��'C � �
City Ordinance 199 requires that each existin�on-site sewa�e treatment system in Orono be inspected every two years.
The on-site sewa�e treatment system at the above address h�s been inspected and appears to fall into the categories checked below.
SYSTEM CONFORI�SITY (1-3): I
1 °CODE SYSTEM"An ISTS which mect�a11 the location,design and consIIvction standards of the current Orono hiunicipal Codc.
"COI�LPLIANT SYSTEM" An ISTS which does not meet all the location i�n �
,dcs o and construcUon stndards of the cuaent Orona hlunicipal
Code but does mcet the ttuee foot separation requiremcnt or two foot requirement for rystertLs installed 1996 or eazliet,and which is not failing or
an icnminent ttueat to public health or safery.
3 "I`10i�'-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a duignated 100-year flood plain,any ISTS which may
or may not meet all the locatian,design,or consWction standards of t,�e current Orono Municipa]Code and which is failing for any rcason;and
any ISTS with less than t}uee fcet of unsaturatcd soil or sand b<tween the distribution device and thc limiana soil characteristics.
TANK CO�IDITION(5:71: �
Taril:inspection indicates: . �
5 Pumpout not needed at this time.
Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pumped ), �
I�Iai:e sure septic lanks are pumoed throuah manhole and not through�vhite inspection pipes
This allotiss for the proper cleaning.
7 Inspection risers missin�tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tar.k.
NFIELD CONDITION -JQ : �
8 Drainfield is dry,no surfacing evident.
Some evidence of surfacing,not critical yet. �
10 Drainfield is saturated and visibly dischargin�untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be eompleted within 90 days.
COI�LENTS: C.�s,�lp � ,�.5�;� , 5�C� ��,� �-�;c : �,.<2, 5 �5 x t�� I c�,k � �� -
n 1
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Da;e of Inspection I�tatt Boiterman— Septic System Inspzctor
Note: In t�e event that this inspcction rcport is used to satisfy the rcquirements for a mortgage or othet transfer ofprope .ry,be advised that this rcport docs r.oe gu��.��=
arce:tify that an existing rystem will continue to funcdon propecly,but is merely an opinion ofthe adequaryofthe systera undereurrenteonditioru based on thc a�a�l3bi
information.
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������� CITY of ORONO
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����'�i�`q� ��"j�\�.�jG~ Street Address: � Ma�ip�Address:
�E$�ID¢ 2750 Kelley Parfcway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: n Sv�� ��n cq� i-f S C��S
Address:_ t0-�o�; C;����
Ciry 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 caiegories checked below.
SYSTEM CONFORMITY (1-3): �
Ol ��CODE SYSTEM" An ISTS which meets a(l the localion,design and construction standards ofthe curre�t Orono Municq�a!Code.
2 COMPLIANT SYSTEM" M ISTS which does not meet ail the localion,design and construction standards ofthe cuseai Orono Municipal
Code but does meet the three foot sepazation requuemecrt,and which is not failing or an imminerrt threat to pubGc health or safety.
3 "NON-COMPLIANT SYST'EM" A prohibited ISTS;an ISTS located within a designated 100-yeaz IIood plain,auy ISTS which may
or may not meet all the locatioq design,or conshuction standard4 of the current Orono Municipal Code and atuch 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 soii characta-istics.
TANK CONDITION(5-10): �
Tank inspection indicates:
� Pumpout not needzd at this time.
OTank must be pumped out this yeaz (city code requires tanlcs to be pumped out every 3 yea[s. Tank was lut pumped i I-3 0-9 3 ),
7 Solids accumulalion in tarilcs is at a crilical a critical level. Tanks should be pumped out as soon as possible.
g System is dischatging to the surface. Tariks must be pumped out within 48 hours to elinunate surface dischargz.
9 Inspeclion risers missing-tariks could not be inspected Inspection 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.
1� Inspection pipe is located directly over tank ba@le(does not give accurate measurement of solids accumulation). If tanlcs ha��a not been pumped
out within the last three years,they should be pumped out now.
DRAINFIELD CONDITION(11-14): �1
�Drainfield is dry,no surfacing evidrnt
I Z Some evidence of surfacing,not critical yet
13 Drainfield is saturated and visibly discharging untreated e&luent to the surface. Contact the City Inspector immediately.Repaus must be
completed within 90 days.
14 Drainfield eaRent and condition unknown.
COMNIENTS: p��D -�q�KS , 5 ySte,.� �S dk
6��.�- o� �� ������
Date of Inspection Septic System Inspector 4
Note: In the event that this inspection repoR is used to salisfy the requuements for a mortgage or other transfer of property,be advised that this repott dces not guarantee
or ceRify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system undzr curre�c�onditions based on the available
informalion.
CITY OF ORONO � O�
Municipal Offices O � O
Post Office Box 66
Crystal Bay, MN 55323-0066 � � ON-SITE SEWAGE TREATI�NT
r�`,� �, INSPECTION REPORT
ti
���kESH�4'�G
Owner: /61/i//1�'Y'Y'� 1�1" J'�'y Address: � � VS';"f1(F', KGY.
Permit #'s: Dates: �-3u-5 � Contractors: /�X./1'1'!(�Y` �;��35.
City ordinance number 100 requires that each on-site sewage treatment system in Orono be inspected on a regular basis.
7he on-site sewage treatment system at the above address has been inspected and appears to fall into the category
checked below.
(This is � an existing system [ ] new construction)
SYSTEM CONFORMITY (1-3):
� "CODE SYSTEM"-A system which meets all the location, design, and construction standards of the current City
Codes, and which is operating satisfactorily by treating and disposing of the entire current sewage input
without discharging any pollutants into ground or surface waters.
2 "CONFORMING SYSTEM"-A system which does not meet all the location, design, and construction standards of the
current City Codes, but was installed according to the code in effect at the time of installation, and which
is operating satisfactorily by treating and disposing of the entire current sewage input without discharging
any pollutants into ground or surface Waters.
3 "NON-CONFORMING SYSTEM"-A prohibited system; a system located within a designated 100-year floodplain; any
system which may or may not meet all the location, design, and construction standards of the current City
Codes and which is failing for any reason; and any system uith less than 3 feet of unsaturated soil or sand
between the distribution device and the limiting soil characteristics.
<The limiting soil characteristic (� has or [ ] 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):
Tank inspection indicates:
Pumpout not needed at this time.
Solids accumulation in tanks indicate�s th_ey should be pum ed out this year to help prevent futur ems.
Sol�s acc- umura�'ion in tanks is at a cri�ica�T�l:-��s-sha�tt!'tre- oon 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. Inspection 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 last three years, they should be pumped out now.
DRAINFIELD CONOITION (11-14):
Dr field insPection indicates:
Drainfield is dry, no surfacing evident.
2 Some evidence of surtacing, not critical yet.
13 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.): ��t`
POTENTIAL FOR SYSTEM FAILURE (depends on soils, tua er table,etc.): ��
COMMENTS:
Date of Inspection Sep c System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of
property, be advised that this report does not guarantee or certify that an existing system will continue to function
properly� but is merely an opinion of the adequacy of the system under current conditions based on the available
information.
This report must be kept on the prE�nises with the system loc>_tion and pumping records.
WHITE COPY/Inspectors File YELLOW COPY/Homeowner
On the North Shore o f
Lake Mitinetoytka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
7 /�� ;� � ,��
OWNER � ADDRESS �`�'-�� �l�Y"J��� ��
PERMIT NO.'S. DATES ����J Ci `� 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 address has been inspected and appears to fall into the category checked below.
(This is f�-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 atl current City standards for new construction (1978 Code) but in most respects appears to be designed,
located, a�d 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 faili�g to properly treat a�d
dispose of the current input, and is enda�gering 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.Ptease contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtai�a permit before work is started.
SYSTEM CONDITION ( � 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 Ievel. 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. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Slope (depends on soil types,water Futu�e Expansion
❑ Soil table,and system condition) �•Adequate
�High water table �tow ❑ Fair
Lot size � Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑System is causing visible
surface discharge.
COMMENTS:
� �
— ,�, �/-----
Date of Inspection ptic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify that an existing system will conti�ue 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 o f
Lake�t�linnetoyzka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
� _ � � 1335 S. Brown Rd.
Crystal Bay, MN 55323
473-7357
OWNER L�1n1�ENGE I�OSCCE ADDRESS ���L' ��75/,CI� ��f,f+C1
PERMITNO.'S. 7� Z"� DATES �~-�� � �� CONTRACTORS ���U���—� ���
City Ordinance No. 210 requires that each on-site sewage treatment system in Oro�o be inspected on a regular basis.The on-site sewage
treatment system at the above ddress 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
L� 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
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.Piease contact the City Inspector to discuss system repair/
replacement procedures. If drainfield replacement is necessary, soil testing wiil usualty 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 located directiy 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 infield 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. ❑ Drainfield extent and condition unknown.
SITE CHARACTERISTICS:
Limiting Site Factors Potential for System Failure Site Capabilities for
❑ Siope (depends on soil types,water ture Expansion
Soil �`�ble,and system condition) � Adequate
❑ High water tabfe � Low ❑ Fair
❑ Lot size ❑ Medium ❑ Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑ System is causing visible
surface discharge.
COMMENTS:
d �
Date of Inspection Septic System Inspector
v
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 system location and pumping records.
WHITE COPY/Inspector's File GOLD COPY/Homeowner
. .
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S-� �'�S�'dN�, _�1��'.
951 KATYDID LANE
ST. MICHAE�, MN 55376
497-3566
. Steven 3.. S�hirmers _.
' October 2, 1989
Dan Parten '
4300 Bayside Rd.
Existinq House
Orono, Henn. Co. , MN
This system is Designed for a �i�ype i, �our bedroom home and in accordance
with the Minnesota Pollution Control Agency Chapter 7080 and local
ordinances .
The soils on this site are typical of SCS soils mapped - KIC2- Kilkenny
clay loam. A seasonally hign water table was located at 12" , 14" &
20" , (mottled soil ) . This site has an existing pressurized mound system.
The site was tested for future expansion for a Sub-Division. Due to the
� seasonally high water table, the future expansion area will need to be
a pressurized mound system. The bottom of the rock bed must be located
at least 3 ' above the seasonally high water table.
The soils at a depth of 12" have a percolation rate averaging 21. 1
min/inch and are adequate for treating septic effiuent.
A pumping chamber will need to be instalied to lift �ne effluent to the
treatment area.
The manifold and supply l,ine pipe must have back drainage to the pumping
chamber . The distribution pipes shall have their ends capped. Be sure
the rock and sand fill material are clean. The sod layer below the
entire mounded area must �be turned over, just break up the sod, be sure
not to over work.
The power supply and switches nust be locat�:� outside the manhole and
pumping chamber in a weat,her proof enclosure. A warning device must be
installed with a light and sound device , this is in case of a pump failure.
(Mercury floats are a good method) .
All neic�hboring wells are located more than 100 ' away. from the proposed
treatment area .
Keep all heavy equipment off of the proposed treatment area before and
after construction as much as possible . The treatment area should be
marked off bef ore construction. �
' CONT ' D
Soi! and Percolation Tests
Septic System Design
With proper installation and maintenance, this system should have no
problem in treating septic effluent effectively.
Reco�.,mend to pump the septic tank every year if there is only 1 tank
& every 2 years if there are 2 tanks .
��- �-C-�-=-
Steven b. Schirmers �
SBS/ds
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- _TF.�.t�'�L5 T�p.�_�r�Qti! ��±c�,•,ti';� _ `�'� XSoil Borirgs
_�.�Y��'st_S�Z:�,e f t �,t .. :�=<.r�--- .. �Beiii,h ��lorn
- __,:T�.;�i��v�.���f�"F__r�-.�o3�. D —
Note� This s�+stem is t
----- ---------__------------ —
the M�r�r,es�ta t
, � Chapter 70f
Note : C::eck all underground utilities
� _ • -�-45 ! �- �
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--- ,••nfis��-?o�_�S ,���,x.c,"=r�., � �� /we-�iher praof er+c��vr� ou.s��e t?�e pu�T,p,�.9 c}�;r;5er end rlan`�c!e .
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� SYST EM_ _C.ES�GN_-MOU".0 •
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j' 'TYPE-�, �. SEDROOM , Ave�oge perco�c,wn ra,e 3?�1_�nin./inch (des�,n.�s_,sq..i �rro'rn;:n� crea per r3�!. c� �e�y s_,4o��e fc.v)
� al./d x.83s ff � r�l.�13_� 5 ft.of '.eulmenl areo + i0% _-�'��s fi. ; .: �t�ft.w��+. S_5__ f1.'en `� of'�ed c�rea +side s'o;.e run y_to I x.`.�•o`�eig�;= y�__f+.x��_f!.Icw;��c�ea r�cz�'ed)
1� �i-�B oY q. . q 4. a� h=- - g',
' Ciean rock recded- ;,,��sq.ft.t�eo'r;���t orea x 1�b�_dep'h��`rock=�2�-1-cu.ft :27=__�,�_cu.yd�( 3/�',�10?_V��C�o. ,i��c�:�'F� 2�of rock o!-�ve p�pe)
�� � a � - ►- f„� 1 ,._ �- - ' ' 7 O_c��. d. J�_�%�-_.;.ti�?_t��_ r.� �-t`=a Z-- -
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u`i�SNF-G . . t-� . _ i!�'1�'c 1 � n" .. -rp r, � '� • �_� `,t.c '�' � C.t.{�, 'Zc �,`l.
� Number of t�n�s rc:{uired _- _, , • • /
a I�t 'oi;kLC_2S�Qgol. 2ndlonkL��1?�;ol.m:rr;,�i;s P�_��<_ pl�..,�,�_«�;_� �-`��'•,�-;-c �=
�. Pump�ng chern`.:er capocity- 25% ef d�:'y se�voge `'�w of��Q go�=.l�b-9o1.+rr:x�ve s'aL,�e of 1�0-�.��1/I�;�._�dsL�1.+pi�bock dN�naje-
' _ ' PRCPERTY Cr�_SZA.�_���"��--
� �e's-c..�`"=-- of--oa�.I�001in.ft.of_3 pd�a. ��,p!y pipe, 1�n.ft.needed.2`3S � __-^ga'.� mon{o�d �'gol./�0��:�ti`tof_."--��d�a p�pe� 'r�.fi.�eded---�-----4'�'• �o �A�-{ _
4��_52-- --- �_D�=_�S?_.__
� _ tv+al coFioci?yneeded_7.5�0 qa':.(piusc;eoforpurnp) ��,F_ ��-,•.��. _1voo__uG,l.<-���, � � �_�i��t�l,�_�3s2�-,�`����__._�_ I
� ` I - � t+��c-C!c;� w�� 3"0,,> ��c�� 3.l � S �cfG �rCttr�la 1'1'1(1 . 1�'FS-1}>. �p.
Cis!ribulion pipe �_��d�a. � ►5�,lin.ft., _���d��. perfo�a'ions�.��op��rf �u rzc �c t����= m 33 ti-�f,�o -.-
' `" ' ,-'�-Y�=- -��`=4-`-`- n `�' ��=�'=--�-�-` ,���H , r_.___._--__
Pump size �"r hp. (pumpob!e capoc�ty 1,�t2 gol. 4 c;�c'es/d�y) __�s--�__`� �- - - - - ---- - �—i=' � - -��'-f I .s"/� TE.ST//� �C . .
No'e � 1�'hen co�s�rucl�ng bed -- , th�s oreo sho�.;b Ce s��peG No�e� D�S�On�e f�om trec'-nent o�eo �o ne�g`bc,r�ng we"s- � pes� ��ed �� �J' � '� �
1� divert run-o!t lrom en'ering treo�rnent crea. ��S�g�� ►�� /00 _` � Sr Qy:
; Da�e ��./3c��o' , PH. 6'2- �97-3566
— �- -
L-13
, CERTTrICATION � 00627 Lo�s of Soil Aorinc�s •
Locati�on or Project Dan Parten, �3C�0 Ba;✓sidc Ru. ,, Existing house, Oro.�o
IIorings made by S-P Testinq, Inc . Steve Schirmers Date g-25'89
Classifiction System: AASI-iU ; USDA-SCS X ; Uniiied ; Other
Auger used (check two) : Hand X , or Power , P'light , or Bucket X
Depth, Boring number 1 i Depth, Boring number 2
i n i;� '
feet � Surface elevation 1d22 • 1 �fect Surface elevation 1022 . 4
0 - I � p -
� Topsoil dark brown Topso.il daric brown
loam � _ - � loam
1 - 0 1- 1-1/2 � . 1 - � � � 1 � _l 1 � 4�� Dark ��a�i
1 ' 8"-MOTTLING Dark gray bro n Very dark giay clay loam
2 - 1-1/2 ' - 2 � 2�� loam � 2 _ � 1 ' 4" - 2 ' stronq
Dark gray clay � � Rusty. oiive gray clay
loam strong
3 _ loam strong 3 _ 2 , - 3 '
1 2 � 2�� _ 3 � 4�� �
� Rusty olive gray clay loam
i 3 ' 4" . - 3 ' i0" stron Rusty olive gray
4 - � ; 4 _ silty loam
Rusty gray brown
loam
5 - j 5 - }
�
� '
6 - - � 3 ' 10" - 6' 6 _ 3 � _ 6 �
�
;
7 - 7 -
� I
�
8 - 8 -
� �
�nd of boring at �6 � feet. End of boring at 6 � feet.
Standing water table: Standing water table :
present at feet of depth, present at feet of depth,
hours •after boring. hours after boring.
Not present in hole X Not present in hole X
Mottled soil : Mottled soil :
Observed at 1 � g�� feet of depth. Observed at 1 � ��� feet of depth.
Not present in hole Not present in hole
Comments : Cor�ments :
L-13
, CERTIFICATION � 00627 Logs of Soil Borings •
Location or Project DAn Parten 4300 Bayside Rd . ,Existir.g house , Orono
Borings made by S-P Tes��n�, Inc . Steve Schirmers Date 9-25-89
Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other
Auger used (check two) : Hand X , or Power , Flight , or Bucket X
Depth, � Borinq number 3 , Deptri, � Boring number
in � � in j , -
feet , Surface elevat�on 1021 . 3 feet , Surface elevation
� � I
0 - I 0 -
! Topsoil dark brown loam �
4 �
� 0 - 1 ' -MOTTLING 1 _ + '
1 - ,
� Dark gray clay
�
iloam strong
� 2 .- � 1 ' - 2 ' 2" 2 -
; Rusty olive gray gray clay
2 ' 2" - 2 ' 10" ioam st�on � �
� 3 - � 3 - � �
i
1 Rusty olive gray
� 4 - � loam 4 -
3
i
5 - � _ 3
5 �
2 ' 10" - 6 '
6 - � 6 -
� '
�
7 - j . � 7 -
� � �
: � .
8 " � 8 - �
1 . � �
� i �
End of boring at 6 ' feet. End of boring at feet.
Standing water table : Standing water tabie :
present at feet of depth, present at feet of depth,
hours �after boring, hours after boring.
Not present in hole X Not present in hole
Mottled soil : � Mottled soil :
�
Observed at 1 t�et of depth. Observed at feet of depth.
Not present in hole Not present in hole
Comments : Comments :
�CERT: #��C'67_7 ` � • .
. PERCOLATIO:� TEST DATA S�iEET '
Percolationtrstre;idin�timadeby S—P Testinq, InC. o� 9-7.r-39 , 9 : 11 ��.m. w
�.• startin�at p.m. '
�d��,r�
Tcstholelor.��;on4300 Bayside Rd. ,Existil�����e UT11�Cf 1 , Datcl�olcwas rc ireci 9-25-89
� �'
De�th of holr bottom 12 inehes, Diamecer oC hole 6 inches
Sc�il data froni tcst hole:
Denth, inchcs Soil tcxture
0 — 12" Top�oil dark brown loam ,
Meth��d of scratching sidewall Krilf e
• Dcrth of gravel in bottom of ho;c 2 inches
Uate and hour of initial water!illin�� 9—?5—8 9, ��tl�o�niiial wacer filling 12 inches above holc botWm �
�tethod useci to maintain at least 12 inches of water depth in hole for at least 4 hour� AutomatiC s iphon
6 -� ..
,Maximum water cle�th above hole bottom during te�t inches
• ', iintC ' , , .
Pcrcolation
Time inccrval, Me�isurcmcnt, ! Drop in watcr i rate, Rernarks
, ,
minutcs inchcs icvci, inchcs minutcs per
� � inch '�
Water remaining in test hole '
9 : 11 ' 9 : 41 6 15/16 32 . 0 ; 30 min
9 : 4 6 10 : 16 �� ', �� , �� � �� ��
10 : 17 10 : 47 " " ' " � " "
, ; �
y � � r
� I
I �
� I
� i i � � �'� � -� .
i , i
Percolation ;ite = 3 2 ' � minutes per inch.
• CERT. #00627 �
, PERCO�,ATIOr TEST n.1TA SHEET � �
a.m. ~.
Pcrcolation tcs[rcadin�s mncic by S—P TPst i ncr . Tnn . o� 9—?6—8 9 starting ac 9 : 1 p.m. '.
fJ��rrl
Tetitholelocation 4300 Bayside Rd . ,Existi�le����'' 2 , Date'holewaspreparc�i 9-25-89 ,
12 6
Depth of holc bottom inches, Diameter of hole inches
Soil data from test hole:
D��rth, inches Soil texture
0 — 12" Topsoil dark brown loam -
I
�
;
i
� 'vteth�d of scr.itcnin;�sidewall Kr.ife
I
j • Depth of gravel in bottom of hole 2 inchcs
9-25-89 10 : 30am 12
� Date and ho�.ir of initial water fillir,g , Depth of initial water fillin�inches above holc bottum '
Methoc! usec!to maintain at least 12 inehes of water depth in hole for at]ea�t.4 hours AutomatiC s iphon
; , Maximum water de;?th above hole bottom durin�;test 6 inches � �
I • ' Time ' Percolation '
Time � int�rval, Measuremcnt, Drop in water rtte, , Rcmarks
' minutes �' inches level, inches i minu;es per
� li �I
I inch
9 : 00 prefill �� 6 � ;
� 9 : 12 9 : 42 ' " I 2-3/4 10 . 9 �� 30 min
j
9 : 45 10 : 15 " 2—�/2 ' 12 . 0 " "
10 : 18 10 : 48 " " " " "
;
� ' '
� y
i � �I
� , , ,
�
I ,
I �
i �
I � i � .
I ' I I
I i �, 1 --
�
i � ; ,.
i
i i
i
i Percolation rate = 11 . 6 n,inutes per inch.
i �
. CERT�. #00627
. YERCOLATIO:V TEST DATA S�iEET '�
�..
� � S-P Testin Inc . 9-26-89 �,IT�_
Pcrcc,lation .c�st rracings made by �� o� startin�at 9 : 13
I�IUIff
4300 Bayside Rd. ,Existing �ouse 3 9-25-89
Test holc locution , ole number ,Datc-hoic was prepareci •
Depth of hoie bottom 12 inches, Diame[er of hole 6 inches
Soil du!a from tcst ho�c:
Dr�th, inchcs Soil texture
0 — 12" Topsoil dark brown loam
Mcthc�d of scratchin��sidcwal;
Knife
2
• Drn�h of�gravc; in bottom of ho;c irch�s
' 9-25-89 10 : 30am 12
Date and hour of initial water fii!ing , Depth of initial water fillin� inches above holc bottom �
Method used to m.unt�un at;cast 12 inches of wa;er dcpth in hole for at least 4 hours
Automatic siphon
6 -� - _.
, Maximum w.iter denth above hole bottom durin�test inches
��� � Time �� �� �i Percolation '� ' .
, Time '� interval, � Mcasurement, � Drop in water ' rate, �I Rc:marks
I, minutes i inches '� level, inches � minutes per '
i � I inch '
� , � ; � i
; 9 : 00 prefill , 6 ! ' I
9 : 13 ; 9 : 43 I " � 1-5/8 � 18 . 5 � 30 min
� 9 : 44 � 10 : 14 ', " 1-1/2 � 20 . 0 � " "
! 10 : 19 10 : 49 " 1-7/16 ; 20 . 9 � " "
; ;
� � �
� , I
; ' � '` i
, ;
� �
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; ; � I �
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I � � i �
' � --� +
�, , ,
; � � ; �
�
i � � ' , � �.
j � I i i
', Percolation rate = 19 ' 8 minutes per inch.
� .
i . , ,
-PE���ORATEO �
. ..T,�_.__ ' �ATERALS
. �;�= . . . .,,... -_. ;.._ _--- ___.
SANDY �QAM `�01�- ,'� ��. ��� � " '".,.�_ -�.,'�, -
� .� ��,y,;�_ �� ..,f .
i� ,/.:���,'r� y��'� '�;�.'` .
L/�YER OF STRAW OR � � � ' y� / �
�;. ,,..� ��
.� ;/`.- ';. ��� � � .
' � i �i w
` " M:`�RSH H.r;Y COVE+`�'ED `� ��.� �-i... � _.,�'- / .
W�TH RED ROSIN P/`>PER - , .%��'% ,r"�
t/� ,_.�/��;'/��,,/ n/ ��''
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P��E F,CM ��MP --- - .,-. '�� �� , �/�-�'� /� ;;
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r / u /�� I
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3/ " - 2 '/ " � �- ���� ��-__--_'� �
CLEtaN f�OCK ---' .K�� //. -' ���j'�i' ", � � OIVE��S(ON FOR
. .. ;- �d �%�� �;,��� �'� i�/� rva�s= � SUi�F�CE WATER
, ,-,,- -�/%.- �' '
6' TO P 50 I L� ' � _ , � �, �� y�'/!� �;// � I. SELECT 0.5 LEVEL A Stl� AS PO`-5t81_E FOR THE ►.NJUND. �� T�TM.
_�;_
/ � -' ,, 2. R E M O'.�E E X C E S S V E G E 7 A 1 I O N. P�.f J M', D I S K O R t I I N G 6 4 C `i 0 E
� �i��w� � (2pU��s[N 7NE StJRfACE SOiL 6 I^�QiES DEFP. 00 THIS GNt�' IF T1�F_ MOISTURE
- " ` i � /,i� CllNTENT IS L6S THtJV TNE PLASTK �IMiT t��IL IS PLA`_�TiC If ITC4N BE �OI..L£D
r . ' " '� '��� � � W T O !a N �/s l N C H W;R E).D O (V O T R F�r O V E P,N Y O F T h i E S�l F 2F A C E �OtL. M^. JND
� / �4 ,�+� / � r Ef7FOHr '-'A E ON Cl1+Y SCJ�L DEF'ENDS ON EXTR[ME C/'�PE TO Fft�'EJ�� �'�����
. � �r�� �// �J AND PU�:+OLiNG OF TNE C'.AY DVRtNG �OfJSTRU:1-ION. DO NOT USE Fif1iV�' CCiN5Tr7JC-
—}` � �_ '. ,r� �T ,r ,i' �?` , � •� ION EQUIPMEM ANO DO �OT GONSTRl1CT THE MWND wHEN T1iE CLAY SOI� t5
"�-`.,h J_;.---j';��--- '�� � � = /� IN A PLASTIC CJ!�`?!TION.
��`�Y ��._� � t"�� �-% '� �� �� -._ C� � ' ��'�3 tlSE ONLY TRACK-1 E FQUfPf�;TtT f�R C�tSTRUCTING THE MOUND 50 AS MOT
. 5� ����.,��' �Q'� i: ��' ;�-- � �•/, TU CQMPACT THE 4�?fGiNAL 507L.
ti�. < / v F /�
_ � �'� �-' "--L � y _ � �. /�{ � ' �• 4. Tti F R E MU S T B E A T L E A S T 2 F F E T O F N A T U R A L OR flll �tL F�AL'iNG A PtRC�._:.-
T1pN RATE NO SL�'[R T;iAN 120 I.i�NUTiS PER INGi ANO NO FASiER TFiAN 5
• �'- ���,�•:�—�-_-L � ' } _-1 -�"•. '� � j , IA:NUTES PER iNCN,�E.�ORE P ,.CIYG fF4£ l.A:'ER OF CLElN SANO.
� `� �
�a �� �� � c;�`�i��'�J \ i` . - r } , ' S. T!-1E 12 INCH LAYER OF C�EMI �M� IS PART Of THE !�19Ut�tD COt�1Fr�_CTION. SLNO
��� S� , _ --�- i � - � ' �� "i CONSIDEFED CLFAN I� IT CAN S'ASS Tt<E"FFiUIT JC+R TE57 FOR CDNCRE�E 5�'J0.
I OP� _ _ �~-���� ` � '" ` � Y; y 6 lHE TOP OF THE CLFAN � F�D LAYfR AND T1iE TVP OF TME ROCK BED �R15T �
S� ��A(,� � ' - '-� '� ,�,_z_ �� � . 4�•�. . COiJSTRUCTF IEVEL.
,y G= ,�'�.T
���D � � � `� '`_`�;y � �C+� �� `' �y y, OIbTRiBUT10N PIPES ARE I�/z-INCH DIAMETER SPlaCEO 40 INCNES ON C[NTER
��I � S(1D ` `�V --. '\ /� =. � AND CONNECTED TO A MANifOLD IN THE CENTER OF THE RpCK BEO. PIP£5 NtSVE
� �✓ ! ->! .,: 1 IF±CN PEHFORATICNS DRILLED EvERY 36 It�C�1E5 ANO POfNTING DO`/�'M1wARD.
� ( �� � � �-���;i`-' i�E A Ns_w CRILL BIT T� Av010 8URR5 ih51� TNE PIPE.
(� [� . �-�_=�`�:i.�.
�O(\���5 �Ij y - 'r�� `��� � S. NINE IN�;HES Of ROCK ARE PIACm Un1ER TNE PERFORI�TED LATERALS AND 2
� `� INCrtES A6CvE FOR A TOTpL fACK DEPTH OF i2 It�tCNES.
U� - � `�9. THE ROCK IS FIRST COVERED WITH A LAY:R OF !AY OR STFiAw WH�CN IS TNEN
nf/� �� ~`- t-�-_ COVERED WITH A 11'.YFJi OF REO ROSIN Pi ER L�:Pf'ED 6 INCNES AT TNE SEA!?5.
g ""'��U � `�iO. AT LEAST 6 �NCHES OF LOAtAY SANO SHOULD BE P�ACED OvEft THE �OP OF T1iE
�RR� R. � :� ,,. ��K BEo. _ .
'� �AYF�!2. CROWNN TNESSOiL COVECR AT�L_E�A.aJ6u NCHESAN�T E CENTE OF'THEMMOUND� �
ABOVE THE ROCK Ll1YER 50 THAT HEAVY RA!N WIL1 RUN Off.
13 SICE SLGPES OF THE DIKES SHOUID 8E NO STEEPER THAN 4 1 ON CLAY SO�LS
ANO 3�1 ON SAND7 SOILS.
�q pµ,{� �qYEf2,t'�PENDS ON THE AMQUNT OF DAILY
SEWdGE—Ft6w-t5[�r:�"„_£).
�5 MAXIMUM EFFLUENT DOSE PER PUMP CYCLE SHOULD BE NO MORE THE TABIE
- VALUES.
t5. MiNIMUM PUMPING RATE �5 SHOWN IN TABLE PI:MPING NFJID MUST BE
ADEOUATE TO OvERCOME ELEvATION DIFFERENCE, FRICTION LO55 PlUS 5 fEET
FOR PERFORATED LA7ERAlS. •
E-4 " •
LAY�.'�R OF G�OT�X�'1�E �OAMY SAND CA?
c ��:r
'a�',�'� PER�ORA�ED L�`+i tRAL
G�lasS COVcR , 6 INChES
C!�'AN SAND F';L� ---�-� TOP50{l. �--
M A X!M'..�M 5�0�E ---� � .-`�:-°� �° s.._., �` '
3 �0 i � _ ..�.�
-^��- ��� �- C L�A N R OC K � 4�—
;OPSOIL L a_OWED OR 3�4 TO 2 �/2 !NCHES 2
DiSK�D SURFACE ;�;;-,;.� % SLOPE
•��;�-,:;y� SU2S01` . 'y;;>�
�� >a�
C^0`�� ScC�(0,�,' A - A�
P,PE FROM
PUMPiNG CHAM6�R
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SEAt_�D T�f�K COVf=R--��I -- {F Pli,�; AT �i"A�vK hfUST E3E I_01`dER TI�AN
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1'�AS�IC ROPE �R CH�lN � ti � �1� it�CH �v'��_EP f��Lr ���CUSl" �3E USED
, WITN f�f�CNOR — ���j r_ �
_ ���I� - --- Wc:_t_{ H(�(_E
Al_ARM rLOAT ON S[=PARA1-�
L-!_FC�f�(CAl_ CIRCUiT---- �; '
�II I V�01-FS� Fl_ECTI�ICAL_ WIRL f=ROM POWER SUf'PL_`r'
� --- � t�UST NOT RUN OVER l�NY Tl�NKS t3UT
-- STAF�T L�VFL �,7 ---- - - f;�- -�='� - -- - - - -- ,
� MUSI t3E l__/�ID E3t�SIDF. QT1-��f� TAN�S
3��� ` �� ` A(�D MUST �3E PL/�C�;D IN CONDUIT
� ALVNG POST -
_SHUT= JFF LF__VEL__Q _____ __ _ _�._ f�I_ECTRiCA(_ CORDS FROM PUMF' AND
FLQAI-S NiUST BE RUN l�HROUGN
_ _ � _ CONGUIT. WIRES CANNOT HAVE GROUND
PUMP CON1 ROL F�O�� , _._�,t. CONTACT. j
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