HomeMy WebLinkAboutseptic info � o�
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I, =�Y=�= .���T� ,, CITY of ORONO
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'�' �'<��:,`�'�'�` G Street Address: Mailln� Address:
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�!'EggO 2750 Kelley Parkway P.O. Bax 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
Owner: S-'s'e p��� ��c�Q s Address: I�e e/'��c, 25 ���fJ
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every rivo years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked belo�v.
SYSTEM CONFORMITY (1-3): 3
1 °CODE SYSTEM° An ISTS which meets all the location,design and construction standards ofthe current Orono Municipal Coda.
2 "COMPLIANT SYSTEM�� An ISTS which does not meet all the location,design and construction standards of the cutrent Orono Municipal
Coda but does meet the three foot sepazation requirement,and which is not failing or an imminent threat to public health or safety.
O ��NON-CONIPLIANT SYSTEM" A prohibited ISTS;an ISTS locatzd withict a designated 100-yeaz flood plain,any ISTS which may
or may not meet all the localion,design,or construction standards ofthe current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than three feet of unsaturated soil or sand between the distribution device and the limiting soil chazacteristics.
TANK CONDITION(�-10):
Tank inspection indicates:
� Pumpout not needed at this timz.
fi Tank must be pumped out this yzar (city code reyuires tanks to ba pumped out zvzry 3 years. Tank was last pumped ).
7 Solids accumulation in tanks is at a critical a criticai level. Tanks should be pumpzd out as soon as possiblz.
g Systzm is discharging to the surface. Tanks must be pumped out within 48 hours to eliminate sudace discharge.
9 Inspzction riszrs missing-tanks could not be inspectzd. Inspeotion risers(4"dia.pipe)must be installed in each tanlc at nz�t pumpout. If tanks
haca not bzen pumped out within the last three yzars,they should be pumped out now.
1� Inspection pipe is located directly ovzr tank ba�lz(does not give accuratz measurement of solids acwmulation). If tanks have not been pumped
out within tha last three years,they should be pumped out now.
D IELD CONDITION 1( 1_1=1): �(
11 Drainfield is dry,no surfacing evident
12 Soma zcidence of surfacing,not critical yet. �
l.i Drainfield is saturatzd and visibly dischazging untreated z�luent to the sud'ace. Contact the Ciry Inspector immzdiately.Repairs must be
comp(ztzd within 90 days.
1� Draintield estent and condition unknown.
CONINIENTS: 5yS-re^ �S �o� -�a�.Pl:�,<.�- ��c � lq��. �-� 3 -�Oofi SePc��,a,�
b�-�.Ne�� 1-�� LF 5ea�a�0.� ��e��6k, d— �Ot1Ur� of �-c-�����5_ fZ.c�l�,« S� ��-3�-�oa�.
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Date of Inspection Septic System Inspector
Note: In the event that this inspeclion repoR is used to satisfy the requiremrnts for a moRgage or other transfer of property,be advised that this report does not guazantee
or certify that an z�cisting system will continue to funclion properly,but is merely an opinion of the adequacy of the systzm undzr cucrent condilions based on the available
information.
On the North Shore of
Lakc Mi�znetonka
ON-SITE SEWAGE TREATMENT
INSPECTION REPORT � POST OFFICE BOX 66
1335 S. Brown Rd.
� � � Crystal Bay, MN 55323
473-7357
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OWNER 2// JC�Y'r�=1� ADDRESS �Ci�r� Ll31 # 7 ��'�ii'� � �,G�y1��{ /
._ _ � `J d�r�' S G.1'n K �i��
PERMIT NO.'S. DATES CONTRACTORS
City Ordinance No. 210 requires that each onsite sewage treatment system in Orono be inspected on a regular basis.The on-site sewage
treatment system at the above address has been inspected and appears to fall into the category checked below.
(This is �an existing system ❑ new construction)
� � 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 drainfield replacement is necessary,soil testing will usually be required,and a design and site plan
must be submitted for review.Your contractor must obtain a permit before work is started.
SYSTEM CONDITION ( m Checked items may require your action)
Tank 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.
,�y within 48 hours to eliminate surface discharge. ❑ Drainfield is saturated and visibly discharging untreated
}�t-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. Co�tact 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 Failu � l'- e Capabilities for
�Slope (depends on soil types,wa �'-��/ ���f��� ture Expansion
❑ Soil table,and system conditio ❑ Adequate
❑ High water table ❑ Low I� r-, '�Fair
❑ Lot size �Medium �'`���c �fJ � Poor
❑ Lake,wetland,or stream ❑ High ❑ Inadequate
❑ Drainage ❑System is causing vi /
surface discharge. �X��vfr'1', ���'J �j�'��i
COMMENTS:
%L��.�/�� � �.-�---
Date of Inspection Septic System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a mortgage or other transfer of property,be advised that
this report does not guarantee or certify that an existing system will continue to function 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
fi
� �'
s CITY of ORONO
Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices
� On the North Shore of Lake Minnetonka
• ' • •
June 15 , 1983
C. J. Swank
1743 Shorewood Lane
Mound, MN 55364
Re: Septic System Repairs for Wayne Byrd/Art Swift,
Deering Island
Dear Mr. Swank:
Mr. Wayne Byrd, who owns Deering Island, is applying for a
Conditional Use Permit from the City of Orono to authorize
use of the house on Deerinq Island as a principal dwelling
unit. Mr. Byrd has indicated that the septic system was
repaired or worked on by you in 1982 . Our file indicates
no permit was issued for any work on the septic system.
Please write or call me with information as to what specific
work was done to the system, and any information you have as
to tank construction and capacities, and location and extent of
drainfield existing. If you have any questions please call me
or City Planner Alan Olson at 473-7357 .
Sincerely,
a-
i�'r�-��' _���-�-�_
Michael P. Gaffron
On Site Manager
cc Wayne Byrd
Alan Olson, City Planner
MPG: jl
BUILDING&ZONING—473-7357 � ADMINISTRATION&FINANCE—473-7358 • PUBLIC WORKS—473-7359
ASSESSING
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� P.O. BOX 66 '' " � ��.� � �
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• • CRYSTAL BAY, MINNESOTA 55323 /Li r�i�• asa,_*e. �
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C. J. Swank
— 1743 Shorewood Lane
- __ �� •� Mound, MN 55364
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T0 : Alan P. Olson, City Planner
FROM: Michael P . Gaffron, Septic System Inspector
DATE: August 4 , 1983
SUBJECT : Septic System Condition, Art Swift/Wayne Byrd Property
Deering Island
My first inspection of this property occurred on June 21 ,
1982 , with Al Olson and Jo Ellen Hurr . We met with Art Swift
who lives in the house on the island. Mr. Swift is in his
upper 80 ' s and lives alone . During the 1982 inspection,
Mr . Swift showed us the location of the well and the septic
tank, which were only about 5 ' apart. We also noted that
a broken tile line is ditched from approximately the end
of the septic tank towards the lake . No direct tank outlet
was noted near this ditch, and no sewage effluent or sewage
odor was noted in the ditch; however, the location makes
this a "suspicious" installation. Mr . Swift indicated that
he felt the system was not up to snuff and wished someone
would fix it . We noted that the toilet did not appear to
be working. Mr . Swift "throws it in the garden" .
In June , 1983 you noted to me that, on Mr. Byrd' s application
for a conditional use permit to use this house as a principal
dwelling, he indicated that septic system work was done in
1982 by a Cliff Swank of Shorewood Lane in Mound. This was
a surprise to me since no permits had been issued nor inspections
made on this property in the interim. I contacted Mr. Swank
by letter and he shortly appeared in the City office to explain
what work had been done . He had replaced some inside plumbing
and installed a "275 gallon fuel oil tank coated with tar"
in a location approximately adjacent to the old tanks, and
had connected this into "the existing drainfield" of which
we have no knowledge . Apparently Mr . Swank di:d this work
as a "favor" to ,Mr. Byrd. City staff admonished Mr . Swank
to in the future refrain from doing any work of this type
in Orono without first obtaining a permit. Staff did not
request Mr . Swank to pay for an after the fact permit at
this time .
With this knowledge in mind, a second inspection of the
property was made on August 3 , 1983 . I noted the following
items :
1) The location of the "new septic tank" appears
to be about 9 ' from the well .
2) No direct discharge to the surface nor visible
outlet from this tank to the ditch was seen.
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*' Art Swift/Wayne Byrd Property �
• Deering 7sland
Page 2
Septic System Condition
3) The water supply system in the house appears
to be functional , but Mr. Swift still does
not flush the toilet. He excretes into a tin
pan in the toilet bowl and carries it out to
the aarden . I asked him "Does the toilet flush?"
He said it "doesn' t work too well" , and I noted
the bowl was covered with black rust or scale
and appeared to not have been cleaned in years .
4) Inspection of the basement plumbing I noted
that new PVC piping connected the kitchen sink
and bathroom plumbing to the septic system. No
cleanout was installed where one should have
been located in the basement.
5) Where the 4 " discharge line leaves the house
it has no cover and is about 2" out of the
ground for a distance of about 3 ' from the '
house . This will undoubtedly freeze and plug
up in the winter and is obviously an improper
installation.
6) Mr . Swift stated that Hyrd told him that installation
had been approved by the City. This is absolutely
not true .
This septic system, in my opinion, is inadequate and does
not meet Orono Code in most respects as to design, construction,
or location, in that:
a) The inside plumbing has no. cleanout should
the line plug or freeze up .
b) The house sewer is at the surface outside the
house and will freeze up this winter .
c) The septic tank is substandard in capacity, in
the materialof which iti;s constructed, in it ' s
location only 9 ' trom the well (code requires
at least 50 ' ) , and we have no knowledge of the
baffle system inside the tank. No inspection
riser was found.
d) We have no knowledge of the location or design
of the "existing"- .drainfield. Note that Swift
said the tank outlet is a 1" or l�" pipe . If
there is existing drainfield it appears it would
be less than 75 ' from the lake and within 75 '
of the well , meeting neither of these Code Standards .
� Art Swift/Wayne Byrd
_ Deering Island
Page 2
Septic System Condition
While no surface dis�harge �as actually noted, I believe
the septic system is a definite health hazard in that it ' s
poor construction, design, and location seems to be a psychological
factor in the way Mr. Swift uses the system; i .e. if he was
confident that the system would serve to treat and dispose
of his sewage without backing up, freezing, or causing a
pollution problemfor the lake or the well , he. might be more
inclined to use his toilet in the manner in which most of
us are accustomed. Disregarding the current manner of usage
of the septic system, it appears that the septic system is
inadequate to serve the house under what I would consider
normal water usage conditions , and meets few, if any, of
the standards of the Orono On-Site Code .
My recommendation is that should the house continue to be
occupied on a year-round basis, the existing system be abandoned;
a site evaluation should be performed and a new septic system
meeting all Code requirements be installed. With proper
planning, a new system could likely be designed and located
so as to be available for use if Mr. Byrd builds a new home
on the island in the future .
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�4 ���������Y*�f �� CIT�' of OI��NO
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.� : ",� Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices
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�' „ � � '` On the North Shore of Lake Minnetonka
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�°;� �-=�� January 30, 1986
Paul A. Scherber
3900 Walden Road
Wayzata, MN 55391
Dear Mr. Scherber:
It has come to my attention that you plan to develop Deering Isl•and as
a support/accessory facility for a private club that � proposes family
picnicing, barbecuing, boat hops and other uses for a select club
membership limited to 300.
I have enclosed the RS section of the zoning code that governs the use
of your is land property. In our letter to you dated August 29, 1985, you
were advised that specific recreational club uses required a conditional
use permit from the City. That same letter also advised that uses not
specifically addressed in the code would require a zoning amendment. The
question of the dry buildable area must also be resolved in order to
determine if there is a need for an area variance.
If you plan to construct docking facilities on the island, you must
apply to the LMCD in order to assure code compliance and to obtain the
necessary license for multiple use docks. The City of Orono will issue a
building permit when the LMCD license review is completed and the building
department approves the plans for the dock structure.
Please contact my office if you have any questions on this matter.
The Planning Commission meets on the third Monday of each month. The
filing deadline for all applications is 25 days before the scheduled
meeting in order to meet legal publication deadlines. I have enclosed a
conditional use permit application for your convenience.
Sincerely,
U ./Yrl �
Jeanne A. Mabusth,
Zoning Administrator
Enclosure
Certified
cc: Frank Mixa, LMCD
Doug Klint
Mark E. Bernhardson, City Administrator
Michael P. Gaffron, Assistant Zoning Administrator
BUILDING& ZONING—473-7357 • ADMINISTRATION&FINANCE—473-7358 • PUBLIC WORKS —473-7359
ASSFSSWG
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To: Jeanne A. Mabusth, Zoning Admi.nistrator
From: Mike P. Gaffron, Assistant Zoning Administrator
Date: March 10 , 1986
Subject: Deering Island CUP: Septic Proposal
The applicants have provided a full design and soils
analysis for the proposed septic system to serve their
anticipated improvements on this 2.65 acre island. In general,
the information submitted confirms that a suitable trench
drainfield system is feasible, with a maximum design capacity of
1,050 gallons per aay while reserving an alternate site for
future use.
The primary and alternate sites meet all setback
requirements (75' to lakeshore, 3'-plus separation to seasonal
saturated conditions, 75' to proposed wellj so that the city
would expect no lake or well contamination from this system.
The applicants have suggested the proposed use of the
property will be for day-use recreation, i.e. picnicking,
barbecuing, swimming, volleyball, etc., and a combination toilet
building/shower facility is anticipated. As of th�s writing it
is unclear whether additional water-using fixtures might be
anticipated, such as a kitchenette or water softener. Because of
the unknown potential water use, the applicants should be advised
that prudently designed fixtures be incorporated, such as:
- Automatic shut-off faucets for sinks.
- Restricted-flow faucets and showers - perhaps even a
"timed" shower.
- Low-water-use toilets.
- Low-water-use urinal in men ' s room.
- Low-recharge water softener.
The use of this property as suggested by applicants would
appear to fall into the MPCA design category range somewhere
between a "Picnic park with toilet only" and a "Day camp-no
meals", hence I suggest a design flow rate of 10 gallons per day
per user would be appropriate. This may have a somewhat limiting
effect on the number of people that can use the island; with a
drainfield capable of handling 1050 gallons per day, I would
suggest a logical maximum safe number of users per day would be
around 75-125.
Finally, note that there is an existing residence structure
on this island which is in poor condition. This structure has an
existing well of unknown depth and condition; however, it was
producing water as of September 1984. The septic tank serving
1
a
the house is located less than 15' from the well. The former
occupant of the property was wary of the minimal separation
between well and septic tank and used the septic system sparingly
by never f lushing the toi let (he carried it out to his garden).
Although we do not know whether the septic system has had any
effect on the well , we do know the septic tank and any drainfield
that might exist are severely substandard and will not be re-
certified for usage. It is my recommendation that the existing
septic system be totally abandoned, and that the well be
carefully scrutinized by a licensed well contractor and tested
for water quality and yield, and that applicants make a
determination based on expert advice whether to continue to use
or abandon the well. A location for a new well meeting all
sanitary setbacks appears feasible if that route is chosen.
2
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GENERAL CONT?tACTOR WQAL��,���,.�`.T" �pf��l�:, �,�/�l C �DQ�'!L� I�L/N7'r
SEPTIC CONTRACTOR �m �I ' 31?S,
OT�INER �� N L. �' � �. C ���. 1`� �`l�,, y /� " �7� f
APPROVED•
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DATE APPROVED BY:
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` SYSTEM DESIGN
FOR DOUGLAS KLINT
ON DEERING ISLAND
ORONO, MINNESOTA
8-14-85
1 . Percolation Rate, Type of Sys�em .
42 . 6 minutes per inch for the primary site (holes 1-4 ) for
a standard system . 37. 5 MPI on the alterna�e site for a
standard system if ever used .
2 . Proposed F1ow Rate .
Two bedrooms @ 150 G. P. D. = 300 G. P. D, bvt at times SO people
so put in as many trenches as possible.
3 . Soil Treatment Area Needed.
2 . 0 percolation rate factor. Since 2100 Sq. Ft . of trenches
appears possible, this would limit i✓ater usage to 1050 G. P. D.
4 . Size and Number of Trenches ,
---------------------------
It appears that 7 trenches 100 feet Iong and 3 feet wide can
be used. These trenches would be spaced 7. 5 feet apart center to
center and be 2-3 feet deep in the natural soi1 .
5 . Drainfield Rock Needed.
117 cubic yds . of rock is needed to have 12 inches under and 2
inches over a 4 inch distribution pipe.
6 . Septic Tanks.
Two septic tanks each of at Ieast 1000 gallons should be used.
It appears that with no basement, a third pumping tank and pump
wi11 not be needed.
7, Additional Information .
The drainfield trenches wi11 have to be constructed at Ieast 75
feet from Lake Minnetonka, no grading can be done on either the
primary or the alternate sites, and runoff water should be div-
erted from the drainfield site .
Sincerely,
YERCOR, INC.
�
Mark S. Gronberg, P. E.
PCA certified
rux uvuutAJ �. nLlfll � . � �
1NGOVERNMEPIT L0T 9
SECTIONIB-117-23
. „ HE�IIIEPIt7 COUNTY, 14INNESOTA '
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LAKE : MINNETONKA ' : :
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.,�::-.' . �., a�
�`�c. ,-� ,
�6"� `,�'"J
�� {„�� ✓ 7 a. �� �
�( 0 �
}` �Q�? O P��aJt/ �' �
�'. I'� m N��•�r �
��, ,�;����� �Y6, ,z.o {��.... �z.o y6��
��
�.��. _r.�� 3.0 . 8 0... 3.6
C �� *,.L �
�.1�. �z._1 �,T-+,f
p..s�,����1�=y3_•�. �_. _ -
�`' ° 'yn-�--.5�4�'� ,..__ �-_„
�93�•��...,, �' -�.,,,_ � - d',.--j
..� � .. ,� '�--�`, ..__..,, _.
�,'�,p..`� rjy,,� �- .�'f�.=���
`'`�.`"' , `q`��,7.�, �2-.�
�\\ �pW�
`,�. '���
~� �.
� .
.�,
,..-''' �s,�-rT�;r�,`
� �y �
. � ���:t
�9��'�'J
�`'`�.
��?�.�
p,� ,�-�- : �-�y-�s
J^C'/�G� : 0 ''_�,o•
s- �S
, PERCOLATION TEST DA2A SH�►ET
� /
Test hole location � �: .' ;'` � � � ' �ole nunber
Date test hole vaa prepared �.;� — ,' !�' � Depth of hole bottom� �' -� inches.
Diameter of hole, _�._ inches.
Soil data .from test hole:
Depth, inches Soil tezture
� .. '� ' �`'�. i t .' �� " �°� i�'i
2 �:- - � "L �?�:1� ��''�;:, �:�� �.� �f�: �� �.� .�'�r
�
Method of sc:atc}:inq s.dewall `� C. ;�';�%+ !} :� r? " �t
�_�:'-� o* Yea—=izec gravel in bottoW of hole, �=' inches.
Jc�E c-:C r:C..a Cf :.?�-1:ic� i:ct2T r;i�.i:i�', `F �_, �/ '1 .. 1�• � ,�'.., /; %" !
I �
�e�.h c` i^it:ai w2tez fillir.g, � �. inches zbove hole bottom.
*;etho� used to :�int�'_n at least 1? inches of water depth in hole for at Ieast
� �
� r7�L:S �I� � ��, � L
Percoiation test resc�ngs �ade by f�r,'j',1 (�'�l' 'l'�` ��'�'� �;`��•- on
-� % !' "'" -���, starting at c� �-/�° g'm� . Maxim�.:m water depth above hole bottom
. �d a�e) r :� �---�~p``
cur_�€ ,est , J�;' 1-� ��'in_hes.
! i �
j :ime ' � Percolation �
:��c i lrte�•a?, ; *leaeureme::t , � Drop in kater rate, i Re�-'r.s
� ':�rutes i �nches I level, inches �nu:es per
j inch i
� +
� �
/<i ,�, ' � %�,.f� 1 i.. i l �
r" ' �
� �' � I I , �. , � .
-, C> �
i
/ � . �I l I �:' �%'���
1 1 �?T />,��r:� �, �� _'/�l � %�S�
! "1 � i I. � ' ���' � f ,'.• r� 'Y �J�
:. ._
�' � � � , . ' `% �f��� � ' i'�.:
♦t :.�/ �f �' � ' "'.» //C., j'a.r/! . .
� �J ,
__}� • i i ,� �,.�' ���+�•. . �'�' —
Percolation Tate � �`� r� :::�. :'?� �i.rutt� par ineh.
s- 1S
�LRCOI.ATION T�ST DATA SH�4.''T
Te�t hole location ;�.� t"� 1 !�,' ; ,�•1 �•. � r. � f'�� gole nwnber �
Date teSt hole waa prepared �y' - ,1�;� -- �".'',� , Depth of hole bottom� ,��'�' inches.
Diameter of hole, _�_ inchee.
Soil data .from test hole:
Depth, inches Soil teztuTe
�' -'1 l . ��'� �� . J ' ;' 3'� �' t
� . ;_, — ,�t � a ..,.,,` t,,,' r, f `,_. � � �.;�� , � ,��t r� 1 j�'.�,�a•
..j c 1 � �'' , ���� , ' . . � �
, .�„
f' �l t_ .,.•� �`, ;�� t
i
Method oi sc:atc}:inq E�dewall '` !'.. r} �'1 � 1'� r'�,'
�_rt� o* Yea-sized gravel in bottoW of hole, iaches.
� y. ♦ i (� �' . 1/ A�' �� C,,,�� ir:�� //t
J G i E G.�C l i C�..� l.'I �r:1:1 G 1 M G L e T T�1 1 ��C � t„ � )✓ S ,4I�~'k�� �� ! '�
�e��h e` i^it,ai �ater fillir.g, ;'� �. inches above hole bottom.
"�tho� used to �aintsin at least 12 inches of water depth in hole for at leas�
f � �� �
4 itGL':S , i ' � ,1"` J
� f
YErCO'1'atlOri LeSt TEa��ngs L30E ��` /��/' � �
,�_• �✓ ���I l� /=j !'��.. ��� r.... OLl
h'y f✓ '� ���'.�� staTt�ng at j%-' �--J r� g;�: . Maximt:m water depth above hole botton
�VC�E) . � �...
cur_:�g .est , I .� l��l""'`�.�, �.�z� in_hes.
-T ��-
I
; :�me ,' � Percolation �
i�:Le � iT;:c?Z'2;, � �EcE::TeIDz�a� , Drop lI1 Wdte7 rate, Res�rk5
� '��rutes i �aches level, inct:es �nutes per
� j inch
.� � � _ . r,, J �� —
�: ° -
/ '? � � � t ' i...`
i
.� '� [� „' , � 'j,
� � ;� -�' �%�? � r>�� � L, � �.' � —
i �F ,Z i � . � ^ � l��J /
f
. j , �
'-- t/ ' , ' ,!"f�:, .;l�t� ;.✓ "s�
� � '� ! � f �� ! //l �� '`f .��
�
�-r- ---
trrcnlation xsts � -��,� `� �inutt: par iac4�.
� s- �S
,� PERCOLATION TEST DAT'A SHS�T'
. } .
Te�t hole location ,�1 ' ' .� ,'.' � '- �'" Sole nunber `�
J
Date ieeL hole vao prepared '�.' - � Dtpth of hole bottom, -;i'�` inches.
--r-
DiaIDeter pf hole� �_ inchee.
Soil data •fram test hole:
Depth, inches Soil tt=tuze
�' �-- .�� . � ��t; ,� � sj �; f`�
�," — �� ,��1 !� �!.�Ii �- r I � ';- s: �`�/:' t �,� j �'' .di :��,�"
N��� .. :f °`. — �1 '�,� f���' ,... �'1� �, � !-' f��l
, �, T T
.�_r .� � c.�' ! / �' �:f''� ' '—! , '
�d
�E�r10� 02 SCZdLC}:iT'iflfl E�dEWdll S�f t�( I9 �, �1 r- G��'
D_rt?� o* ,:ea-=ized gravel ia bottoW of hole, t'_ inches.
✓c:F fi''C r:CL. C.�T �nl:iG� ��ter I'�i�i^a�' .���'' . ., f '. L..' j ;�•..:..�.,.' r1' ��J
�
�e�:h c` i^it:ai •�ater filli:;g, �� c�, inches abo�e hole bottom.
*:�tho� �sed :o �aiat�'n a: least 12 inches of c:ater depth in hole for at Ieast
4 h o u r s � l . ,... (.�.
rercoiation test rea��ngs �:ade by J % ,' ° "" ;�,. � :�,`F/ ;:. % • on
�;� '� f L' "" '�' `�: starting at ! r:' �!`f E:m: . Maxim�.:m water depth above hole bottom
(ca�e) ; - -
cur_-�€ :e=t , �`�r�:T, -..- � ���Lin_hes.
-�
� � �
j :�me ,' � Percolation �
l��r I l.^,tCTI'2�, ; �'SEoEi:TeIDz:�C , Drop :.Il WdLe7 ra[e� i �?c'ffid.T�CS
� '��rutes i iaches level, inches �nute6 �er
� � � ir.ch
7 ��, -� j ± � � f I � ;.r. i: j ,% .
/ i.. i i I :...�
�
. I
� � ..� � l� .'f r'' _
`�' �.
� 1 �i 3 c"'l`1 r!V ^ I .� %`, �
tf L � ' � '�� `: ����ti' �r' ��;>
�� � � '/
� � �! � , t � �l t` � �d,�' _ ' {�. �,
.'a ;'.,� :,i � ' ' ' r< � '�/.�' � ���' �-,>1 i « t:
�� � �,r 1 � �� < �� < r i �' �'
s� 3 �_ �J'I.`, � �� �:. ��;
_.._____----
,, j ;. , �.., .,.s
Tsrcoldtion rate � ,�: _,'�"'�_. ..,� "; �s.tnut�a �,nr idc�.
. • s— 15
, ' PERCOLATION TLST AATA SH�ET
' � �
Test hole location ��� ��� �,� ;� r"' �' �': t� ..�� ���" Eole n�nber �-/�
Date test hole vao prepared ��' `/ �� -� � Depth af hole bottom� ,� r` inches.
DiaB,eter of hole� �;;� inches.
Soil data .from test bole:
Depth, inches Soil tezture
t-`' — �' . j"�� 1� c' .� 1 y ,�; ,r,.t
� '
=° �"' , � r�'� ��, f;��� � � ,�,� ��'`� �;' ��� 1�.:,��� c��
/� /1 ....� w� � �d�f� l r � t
.♦ ( �,• ,f� �� ��+r.
Method oi sc�stchinq E:dewall ` � ;I' ,�� / �'.: l�) .; /i"
D=�t�; o* Yea-sized gravel in boCtoW of hole, � inches.
L�c:e c:;C r:��::r CI _?'::�ic� ��ter Y�i�i:i� .7^� ., J f� ... .�'� ,� ..i..,r-»./+ �/ f�j
.,� �
�e�.h c` �^it�oi �•ater filling, � ("'� inches abo�e hole botto�.
*;ctho� used :o �aint�in at least 12 inches of water depth in hole for at least
L ;r c u:s �����`:�" � l C�_ l.
�
rercoiation test rea�ings �ade bv �; ,�, ,'. � i., • ;', ' �: ' ��: : ;, �:_, on
�..
�i' ��(.'.�' "" :�°"1 stoTt�ng at f 7. �� C��� . Maximt:m water depth above hole bottom
(ca_e) ,
• , ;
CUZ:�g ,25t � ` �r �i.�hES.
i
; =�me ; � Percolation �
:�me I lnten�a?, ; Mea=ureme:,t , Drop in WdLE'.T rate, Reff.arks
� *��rutes i i:,ches level, inches minutes per
�
� I inch
Ci. � ••,� � ir• +• '� �.. I
I'' .:� � I i ( ��,�' ���� �'l �. �
,
I? �1 �;' l7 '�"'
I 1 S '��-I t ,�� /� �':� /s'
l. �- g ' ' � ' 1 �� :� ��-�
� �"' r . '' /P c =�/t' ��i;�'
7 �! �`.,. � � ! � .� ? s� � :� .�-, �i
'`?,/. ` � �� :� �'=/ �''� „ ('�
Percolatien rata � � (� stnutse per iach.
• a- �s
: PEACOLATION TLST DATA SHEL?
. ' ,. r
Test hole location �,�; L +�; �' ��C';� / �, �.. ;.:.'�' Bolt nu�eber "
Date test hole wao prepared `�f ;�;'' r:" ' � Depth of hole bottom� - lnches.
Diameter of hole, �, inchea.
Soil data .from test hole:
Depth, inches Soil tezture
/ � / /,,
, r
�j ""1 ,�7 / �: / F j t'' fi� � J f� I'���
� i A ,,
�
� l -- J "' �`<;' C� � ,, ;� ;__�
I�.. — "K C� i ��� t" ' �-,�,.r.." �� � !�"� \i
/
�-- �
Method oi sc:stchinq sidewall ��:�. ,/' 1� � �''�J7 ;t'
�_�th o� ;,ez-=_izec gravel i� bottoW of hole, �� iaches.
:Jc:E c-:C }:C::7 Gf :T':i�lc� i:cte7 2=i�i:i� ��' ... /�� ._... ��" ' .. ��..�lD�'"�
1 ',
�e�.h c` i^itiai •�ater filling, �1�^ inches zbove hole botto�.
*;ctho� used :o �ai:t�'n at ieast 12 inches of �:ater depth in hole for at least
��J r � /
4 rrou:s !l t` ! / �.- 1....
rercoiation test res��ngs �ade by ;�.��*��r l"' �� `r' • ; `''� on
�'' 1 �% " ;j �S starting at � c'.. ��� 8;m: . Maximt:m water depth above hole bottom
(da_e) I
cur_�g ;est , � � �I1ChEs.
; ':�me ; � Percolation
:�me i ir,ter.•al, ! �EdEu�emei�t , � Drop in water rate, I Rea.a-ks
� ?��r.utes i i:�ches level, inches minuie6 per I
j inch
/j'! �" 5 � i
.., ., t,J. � � .
�
,
,
0�� �.��� ,f ,= :�r:
�r �� �� � a-f ����° t
/ �-1 ! '% r, `ir`,r�, �` r�..
") � ra ,� 1,�;- '�,'i, � .5.� ..}
� � ,-�, � :.��. r���, r �
Y+ "� •) �; 1 .{, Ef1 �rf
.�
Tercolation Tite � �� (,? a3nut�t par iAch.
_ , m— 1S
' _ ' pERCOLATION TLST AA2A SHSE'T
� � r �
Te�t hole location_ f��: 1_� ;f<'/ �'-✓�._ � <,' �. !-"' Hole nunber
�
Date test hole vaa prepared .`';' - �' t'' �� .s'" `> � Depth of hole bottom�+�` '�. inches.
Diameter of hole� __� inches.
Soil data •from test bole:
Depth, inches Soil tezture
�7 '� ) � �'1r � � �' ;� ,� j" g, f
, . ,.,, ,
�2 --' 1 ,�' �'� �' � !'�'.��' 1 �,���'��i
I � — � .Cr .�'� �;� 1�'��, .����.-�i`��, �'. :��r 1�1
'� 1„ = t� �� �� j �'.J�i.��; `�.��;�,r�...�
�
Method of scrstc}:in¢, s:dewall r' � ' r�s fi�.`
�_rt�; o* ,:ea—sized gravel in bottoW of hole, � iaches.
J�:e �-:� r.C.:7 Cf _._1C12� w�ter tl' 1� � E` .� �n ,� r..� +...., ..,� ��`'?� �`.y�
i :+ ,��" _.J j
�e��h c` �^it,ai »ater fillir.g, r�' ;"' inches above hole bottom.
*:ctho� used :o �intain at least 12 inches of water depth in hole for at leas�
4 'r�o�:s ��` i- 1 � � !
. .. - , . y.....
YEtCO'1'at10I'i test rea��ngs made b�� ' �!1'�,? r' ''"'� �' a - on
a.m.
..S" / (' � :'�'.,:; starting at J ? C./�� ,m . Maxim.:m water depth above hole bottom
ca��E> � , � �.
cur_�g :est , /��; k" """ �r '���i in_hes.
; :ime ; � Percolation
i��C I iT;tt^.'al� ; �"lEHE�1�eIDc:.i , Drop lfl W8Le7 rate, I RemarlCS
� *�ynutes i ia�hes level, inches minutes per
• � in ch
��,, j,./� i �.:.l� ��,.... �
�
'' '�'.� i t � , ��:: t � �„ -
�
/ c�. l•�`' l �' !,�
Z . .�" i�', �'�!�.✓ i ��S'' %' ����"
�� q ! �' ' l `7 � �' � � .k'
' ��� � �
r , r , > 1� 1 `�l �,�r'E,. �
j �� ,.? .{��: / r• 3 � ��
� ���' .��) I"�i %'J ;,.?� +.4� j�� �/�:� 1.�° � :.,t
t r �`:
� ,� �� � � �� � ,.. ^ ��'� I ='
�.
� ;� i ; , � � �-� :���, �� ► � /�l. i >
. �.� �: i � � , r� � j�`i � �..�
Tercolation sat• � � � ifnutst par iach.
,. ., , .
• � L� of Soil Borin ,s 13-18
� —
. , �� , �
� � �
• T.�cation or Pr� ject �r'" f...,' �r r �jt L,r-- ---� ..,.�.... �'=---- -----
Bor infis made by !!J �a; `l� L�'"'�L:1��'/�a ..� ' ='��!� ����/r� Date _ ���1� r'.s .,.�� —
Classification System: AASHO ; USDA-SCS � ; Unif.ied � other _
AuPer used (check two) : Hand �, or Poc�er ; Fli�ht , or Rucket �; other
Depth, T I3orin� niimher � __ DePth, Rorjn� numher __
—�.---....
in Surface elevation in Surface elevarion
feet — feet -- -
n -- ---- -- ------ n -- ------ �---...._
j'L.,� :: ��: �,��,�f ��-i ,� �..� �:.�.f �... �i �t�
1 /t i �t �`v R� � L..i � �' �� F,, 1 �� �;'f� L. t� f1 t�1
, _ `� �c,�� �o W t.;�r,� t�.n�r f�? , `_
� � L ���7� i3 �, � � �
,.� d�� � a�
S
3 — �.. i �' �� �: , � �- %�`� � .;,?i P�,� 3 --..
�
t,'�( ,
4 �, ° j ( `Y L.. ! �� I 17 i`�. ���`�/� 7-.P,1yY�`t 4 .�mz
I �
f �. )�w" ��'%�;N .�¢, � .
L i T� �'�+1 Jt� ��- L„ �� �, � �- � �
5 _ f%'��: i; � .. � 5 ---
� a ��.� �9�r'�, � �_� �
�, r.��r'i �
F — 6 —
7 �/tf :3� L. �� �:- � V��� �:a�C� 7 —
8 —�- -- �� �;�,�1� � �.I'��r: ��''��j 8 _
End of borinQ at � feet. End of boring at X feet.
StandinQ water table: Standin� water tahle: "
Present at feet of depth, Present at feet of depth, -
hours af.ter borin�. hours af.ter horinQ.
ldot present in borin� hole \�_. Not present in bor.in� hole �_.
�4ottled soil : ( r`ottled soil:
Observecl at � feet of depth. �bserved at feet of depth.
Plot rresent in borin� hol.e _ Not present in borin� hole �_. �
Obs��rvations and comments: Observations and comments:
, .
� � Lo�s of Soil Bori�� 13_18
. •
✓ j `^
. T,�cation or Pr�ject -�C:. _f:, f' ?����r•_--L�� � ti'_ —'- ----,
Borinfis made by n .l ��r��.�X�' ��f!' ='�'!? �-'��. /'w_ nate --`�'� �.j�•?� _ �� Cr —
Classification System: AASHO ; USDA-SCS �__; Uni.f.ied ; other _
AuQer used (check two) : Hand �, or Power ; Fli�ht , or Bucket �; other
Depth, T i3orin� nii�rher �_,_ DePth, fiorinp numher __ _
Feet Surface elevation _ � feet Surface elevatjon _
�l — ---- -- ------ (1 -- ----�--- ----------
�L.�1 c ��, ��. � �i�
1 — 1 ---
� —. � --
�R t?J�.. l:f� � G ,��/ �,��t P�o
w � � �, �
v L �. -0�'!i 'r�P''ti,..
3 , . 3 ---
p��,�-A [,��', C L fi y L, ��I�l''�
4 — r = �. �� . �:c �,y �,���z 4 _
��f��� �f �� ��
5 � _ ��,,t��j �n�.'41 5 ---
�
� 6 —
�- )�� ..1����- �rfr'C.' � :�' 1��,
�!i��'1
] � —
��= ' r � '-•`�� �+�, �• ��+�1% �l
� — �1. .�yr �.��,��� 8 —
,
. I �
End of borin� at �''� feet. End of borin� at feet.
StandinQ water table: Standin� water tahle: "
P�-esent at feet of depth, Present at feet of depth,
hours af.ter borinp.. hours af.ter horinQ.
Pdot present in borin� hole �_. Not present in borin� hole
�4ottled soil : A'ottled soil:
Observecl at �_ feet of depth. �bserved at feet of depth.
tlot present in borin� hole _ Not present in borin�; hole �
Obs��rvations and comments: Observations and comments: