HomeMy WebLinkAboutseptic info \
�
/� � \\.
�` ';\
�O 01',�
� .
_ � ��T� o� o�a�o
� I,� ,�, ' �,�; Municipal Offices
,� "`�' ` �i � � '� ,
�``� '�' ���: ' � ,������,'� G/� Street Address: Mailing Address:
\ ��9 ' ' ` 4�� ' 2750 Kelley Parkway P.O. Box 66
�::,,,kE3H��;=',
���� Orono, MN 55356 Crystal Bay, MN 55323-0066
To: The Cunent Owner of Address �`� � � v '`' '"��"�
City Ordinance requires that onsite sewa�e treatment systems in Orono be
inspected on a periodic basis. The onsite sewa�e 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 �G
No
If yes, please contact the Onsite Systems Manager at 952-249-4626 within 10
days of receipt of this notice. The septic system must be brouaht into compliance .
within 90 days. Failure to do so will result in refenal 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 1V'eeded . �
____.._ _ . _
Yes __... ._ .._ _
No �— -
._. ..__ . _ . ....�.. .__ _
The City recommends the septic tank(s) and/or lift tanlc be serviced and pumped � �
out every three years. City records indicate the tank(s) were last pumped out on- ._; . �. - "�
�-�'i -O� . The tank(s) should be cleaned through the manhole and
not through the inspection pipes, tlus allows for proper cleanin�.
Comments:
Ins ect � � " Date of Inspection �� ^v �
P
Telephone (9�2) 249-4G00 • Fa� (9�21249-�361fi
' �O ��,
� �
O O
�' ';, r;�;'�;, �ITY of ORONO
� � � �
�',, �j, �C '�6`, � � ' MunicipalOffices
�' `�'� � � Street Address: q Sa-a�}q-y 6o O
�� � Mailing Address:
�kEBHOg' 2750 Kelley Parkway P.O. Box 66
= Orono, MN 55356 Crystal Bay, MN 55323-0066
To Current Owner: Address: ��� ��x ��,�"� �U ,
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY 1-3 : (
1 "CODE SYSTEM" An ISTS which meets all the location,design and construction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An ISTS which does not meet all the location,design and construction standards of the current Orono
Municipal Code but does meet the three foot separation requuement or two foot requuement for systems installed 1996 or earlier,and
which is not failing or an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or construction standards of the current Orono Municipal Code and which is failing for any
reason;and any ISTS witt�less than three feet of unsaturated soil or sand between the distribution device and the limiting soil characteristics.
TANK CONDITION(5-7): �
Tank inspection indicates:
5 Pumpout not needed at this time.
OSeptic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank..was.last pumped ).
Make sure septic tanks are pumped throuph manhole and not throueh white inspection pipes This allows for the proper
cleanin�. Kerp water softner and iron filter discharae out of septic sVstem to prolong life of drainfield. Ask pumper to test
alarm float to verifv alarm is still workine in your house. The alarm warns owner that septage is about to backup into basement
7 Irspection risPrs missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
DRAINFIEL,D CONDI'T'IOI�(8=101.-� .
� Drainfield is drv;no surfacinQ evident.
9 Some evidence of surfacing,not critical yet.
10 Drainfield is satiirated and visibly discharging untreated effluent to the surface. Contact the City Inspector
immediately.Repairs must be completed within 90 days.
COMMENTS: 1"� o v�.0 I o b1�5 0'� _ P U�-- S� }- � �,,,(C S ;� �1�t,
�fr��f�. r0 T ��r` ��^�� �-``"��-` �°��'� � �/���� ,
�,-5 0 -py �''•�+� ���
Date of Inspection Matt Bolterman - 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.
� o�
O r "� . O
�-�=�=�--� CITY of ORONO
� ' a�,� �
�aj� � :;:�:�. �
��, �.;�`;,� ,�ti Municipal Offices
�� � �i}�j�a�
,� �','�"tr`-r--�k�'.�G Street Address: Mailing Address:
'�k�Eg�HOg' 2150 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
95d-�49-4600
To Current Owner. Address:
��� ��` �f� I��
City Ordinance 199 requires that each existing on-site sewage treatment system in Orono be inspected every two years.
The on-site sewage treatment system at the above address has been inspected and appears to fall into the categories checked below.
SYSTEM CONFORMITY 1-3 : �
1 '�CODE SYSTEM��An ISTS which meets all the location,design and conswction standards of the current Orono Municipal Code.
2 '�COMPLIANT SYSTEM�� An ISTS which does not meet all the location,design and construction standards of the curtent Orono Municipal
Code but does meet the three foot sepazation requirement or two foot requirement for systems installed 1996 or eazlier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-year flood plain,any ISTS which may
or may not meet all the location,design,or conswction standards of the current Orono Municipal Code and which is failing for any reason;and
any ISTS with less than chree feet of unsaturated soil or sand between the disvibution devicc and the limiting soil characteristics.
TANK CONDITION(���� �
Tank inspection indicates:
5 Pumpout not needed at this time.
6OSeptic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 yeazs.
Tank was!ast pumped `�\-�-�—��7 )•
Mal.e sure s�ptic tanks are pumped throu2h manhole and noi throuEh white inspection pipes.
This allows for the proper cleaning.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank.
DRAINFIELD CONDITION(a- Io�: .�
�� Drainfield is dry,no surfacing evident.
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.
COMNIENTS: S �St�.� �Oo�S 11. 1� - �`; r�� T�t��L.S -
"� ,�\ —��- " �'"`�.� � � �.����
Date of Inspection Matt Bolterman - Septic System Inspector
Note: ln the event that this inspection rcport is used to satisfy the requiremcnts for a mortoage 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.
---_-'\
�' O ��\
�' �
� /� �\�\`
� � O O�����
� , �t� _-.== ,� ���'�� CITY of ORONO
� ,�, �. � - �� ti,;;� M���� otr��
�� ��y �/
�� � ` G �� Street Address: MailinQ Addross:
� � �i ,/
���`�$'EggOg'-� 2750 Kelley Parkway P.O. Box 66
� =-__"� Orono, MN 55356 Crystal Bay, MN 55323•0066
July 24, 2000
l�latthew & Jennifer Sa.nford
945 Cox Farm Road
Lon� Lake, N1n 55356
Dear Mr. & Nlrs. Sanford:
An inspection of your septic system was conducted on July17, 2000. A summary of the inspection
is below.
Septic Tank Condition
1. Pumpout needed within one year (last pumpout date 4/27/97).
The septic system is a compliant system, meaning it meets all or most current City and State
Standards. Enclosed is a list of licensed contractors who work in Orono on a regular basis. This
list is enclosed simply for your reference in case your septic system needs maintenance in the future.
Also enclosed is a fact sheet explaining your septic system and how it functions. Finally, an as-built
drawing is enclosed showing the approximate location of the septic system.
If you have any questions regarding this report, please contact me at the City Offices at 249-4600.
Respect lly,
� �
ris Pence
On-Site Systems Manager
Enclosures
In the e��ent this inspection report is used to satisfy the requirements for a mortgage or other transfer of propern-,
be ad��ised that this report does no guarantee or certify the ecisting system will continue to function properl}�,but
is merelti�an opinion of the adequacy of the system under current conditions based on the available information.
This report must be kept on the premises���ith the s�stem location and pumping records.
Telephone(952)249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
,,,.�0
� � �
0 O �
��r�,_ �;� CITY of ORONO
� . i ` �, � Municipal Offices
'�^ � �:., .�,~
;`� ti
�.
���,�,� "�� �1���'-''�;��,�G � Street Address: Mailing Address:
�'�k'�HQ� 2150 Kelley Parkway P.O. Box 66
=-_ Orono, MN 55356 Crystai Bay, MN 55323-0066
Owner: � , Address: 945 Cox Farm Rd.
Permit #'s: 8291 Dates: 8/22/96 Contractors: E. J. Peterson Co.
(This is [y�] an existing system [ ] new construction) .
l
STEM COMPLIANCE (1-3) : 1
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-Compliant 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 satur�ted soil level is [� or is not [ ] identified undar this septic system. If the
saturated soil leval is aot identified, this classification is subject to revision.)
�1NK CONDITION (5-9) : 5
(� Pumpout not needed at this time.
6 Solids accumulation in tanks indicates they should be pumped out this year.
7 System is discharging to the surface. Tanks must be pumped out within 48 hours.
8 Inspection risers missing-tanks could not be inspected. If tanks have not been pumped out
within three years, they should be pumped out and risers installed now.
9 Inspection pipe is located over tank baffle-can not measure solids accumulation. Zf tanks
have not been pumped out within three years, they should be pumped out now.
10 One or more tanks are cesspools, which means the septic system is non-compliant.
(Tha tanks are [x] or are not [ ] water tight or the condition is [ ] unknown. If tha tanks
are not confirmed to ba watertiQht, this classification is subject to revision.)
INFIELD CONDITION (11-14) : 11
11 Drainfield is dry, no surfacing evident.
Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system age and condition, soils, etc. ) : low
COMMENTS:
� � �
7 7 q�
Date of Inspection Sept' System Inspector
Note: In the event that this inspection report is used to satisfy the requirements for a
transfer of property, this report does not guarantee that an existing system will continue to
function properly, but indicates the operation of the system under current conditions.
Telephone (612) 473-7357 • FAX 473-0510
� O�
� O � O ,,
�� 3� � ,�; CITY of ORONO
II � ��``,;�, `��� h'� !� � Municipal Offices
''�'��,� i r ``,.�✓ �� ye���� '�'
,�� � �� �� �����,"���.�G Street Address: Mai�ing Address:
�CEgKOg' 2750 Kelley Parkway P.O. Box 66
Orono, MN 55356 Crystal Bay, MN 55323-0066
i; �� -�
Owner: ���-fl/ �'r'/t/ --�����r` �T Address:945 Cox Farm Rd.
Permit #' s:8291 Dates:8/22/96 Contractors:E. J. Peterson Co.
(This is [ ] an existing system [,�] new construction)
SYSTEM COMPLIANCE (1-3) : 1
�1 Code Svstem: Meets or exceeds current City standards in all respects relating to
design, construction, and location. Appears to be operating properly.
2 Compliant Svstem: Does not meet all current City standards for new construction,
but in most respects appears to be designed, located, and constructed in accordance
with previous codes and is functioning properly.
3 Non-Compliant Svstem: System may or may not meet current City standards for design,
construction, or location, but is failing to properly treat and dispose of the
current input; and any system with less than three feet of vertical separation
between the bottom of the drainfield and the saturated soil level.
(The saturated soil level (�] has or [ ] has not been identified at this time. If the
saturated soil level has not been identified, this classification is subject to revision.)
TANK CONDITION 5�: 5
� 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 r�ot 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 [ ) 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. )
D INFIELD CONDITION (11-14) : 11
1 Drainfield is dry, no surfacing evident.
2 Some evidence of surfacing, not critical yet. Repair is not required at this time.
13 Drainfield is saturated and visibly discharging untreated effluent to the surface.
Contact the City Inspector immediately. Repair must be completed within 90 days.
14 Drainfield extent and condition unknown.
POTENTIAL FOR SYSTEM FAILURE: (system acTe and condition, soils, etc. ) : low
COI�Il�'IENTS:
��/ �"" ` Q'"_r�
�.JL J •�' /
Date of Inspection ep ic System In ector
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
SEPTIC SYSTEM INFOR'KATION
STREET ADDRESS �� ♦ i �X �,�/Y1 1`!�y��
LOT � BLOCK ,� SUBDIVISION ,:,�}� �7��'�1J�'��C,�
MONTH AND YEAR TESTING DONE �
ITEMS ALREADY COMPLETED � YI'
F�'✓��
s,� �- �'���
NEED TO COMPLETE BEFORE ISSUING BUILDING PERMIT:
OBORINGS
OPERC TESTS
( J( ) SYSTEM DESIGN ���(�� � �tz° �t.a�"�
�_✓
SITE PLAN �j'�'I)
�
O OTHER
OCOMMENTS
DATE THIS SHEET FILED dZ//5/�� BY ��p,�;� �t.�'��c�,�a�
SUBDIVISION FILE NO. ��
To: Jeanne A. Mabusth, Building & Zoning Administrator
From: Michael P. Gaffron, Asst Planning & Zoning Administrator
Date: March 30, 1990
Subject: #1519 Fullerton Properties - Willow Drive/County Rd 6
Sketch Plan - Septic Concerns
I have transferred the soil survey information to a copy of
the proposed plat, and would make the following preliminary
comments for sketch plan review:
l. Soils on the west half of the site are mainly LeSueur
loam, slopes generally 6$ or less and water table generally
no higher than 3' below the surface. The lots designated as
Lots 1 , 2 and 3 , B1ock ,Y�and Lots 1 and 2 of Block�',� have
substantial areas of LeSueur loam and probably will find
suitable sites for mound systems.
I
2. Lots 3 and 4 , Block ,2� contain areas of Kilkenny and
Lester clay loam soils which generally are a little heavier
clay soils. Again, these lots would probably require mound
systems and both appear to have some area of acceptable
slopes .
r
3. The existing farmstead in Lot 5 , Block�2' ( 2225 Sixth
Avenue North) has one 1, 000 gallon pre-cast concrete tank
west of the farm house, and drainfield that is unknown.
Notwithstanding concerns about drainage through the west end
of this lot, there may be suitable expansion sites west of
the house. The higher ground on which most of the buildings
are located is a Hayden clay loam, often requiring mound
� systems due to s low perc rate, with the areas west of the
house appearing to be a Glencoe silty clay loam which often
precludes the use of a� system.
I
4. Lots 6, 7, 8 and 9 of B lockJ� contain substantia 1 areas
of Glencoe soil which often has water table at the surface
during the wet season. Lots 6 and 7 would appear to have a -
drainageway from the north bisecting these lots into a front
and rear portion. Lot 6 may have some mound sites on the
fringes of the Glencoe at the front or rear of the lot. Lot
7 will have an extremely difficult time trying to find
drainfield sites that are more than 75' from the designated
wetland area. Lots 8 and 9 are also quite low, containing
mostly wet soils. These two lots might find suitable mound
sites near the road, probably ending up in front .yard areas.
Both Lots 8 and 9 have a number of drainage concerns, as
they are the receiving area for overland flows from the
west.
, � -- . �-27
� T:ocation or Project / UG-L- �� l0/1/ L. D / �— ,� ' / > �O! /`, �- 2 -
Borings made by �,r,'�J fY,n:�/�l !� L:df"i,�... Date _ ,S -,� ' / Q
Classification SysCem: AASHO ; USDA-SCS x; Unified ; other _
Auger used (check ttao) : Hand �, or Power ; Flight , or Eucket �; other
Depth, Borin� number _� Depth, Borin�: numhe: 2
feet Surface elevation feet Surface elevation
0 0 .
�L�}� � L, D f� �`J ` �L�� %� t c'i' ; ,
; �-
� — G�Fy LLs�<kcL.��l.���E 1 — .
�1. ) v?= �R C I �l�/ •1-. p�'l�j . G'f'�_ `f L�L 'r�-i<. _ ' ;' � l-r�.�;
2 — ly�rr��-o o�,�r �'k. cL,�� 2 — �L ;��t !1,t�. � L .:� � I J. � ,�: ;
� i� �]'Lt U G�, z�e % .c. - �,
. �� ' , -_ . . /
3 — . 3 — • 1 !'�=
4 — . 4 —
S — � 5 —
` 6 _ . 6 _ �.
� — 7 —
; � .
8 — 8 —
l i �I � �
End of boring aC �_ €ea�. End of boring at � � £ee�-.
Standing water table: , Standin� water table:
Pr-esent at feet of depth, Present at feeC of depth,
hours after borin�. hours after horin�.
I�ot present in boring hole �_. � rlot present in boring hole �.
�Sottled soil: �� rSottled soil: � ' ��
Observed at ,�� fet-t of depth. Observed at �.� �t oE depth.
Hot present in boring hole I3oC present in borinT hole
Obsurvations and comments: Observations and comm:nts:
� � .
� Lor.,s oF Soil Borinrs lj-l3
� f� cF r� " � �'
• . Location .or Prnject �����f,1�1' ""��'—�--�!:. --r-- --------
' � ����✓.�`_�J !� �l� Da t e �".5 ' `"����
Bor_n�s m�de by. r''� � .__ _ ---.
• Classification Syster�: MSf:O ; USDA-SCS �_; Unif.ied ; o�he: _
. Aup.er used (check two) : tiand �, or Poo:er ; Fli�llt _, or I?ucl:et �: ottleT- _
—�--� --'--- ----- ---- ------
.Depth, � Borin�; ntimher' �__ DePth, I 13orins*. nu:�her
in Surf:�ce elevation . • in Surf.zce elevation
F e e t , .— f e e t ------
� i ---- - -r--- � — ----�-- -----�---
i J3L�tck L. o��j . .
1 _ I , � ---
��.,<k c��y �o�M
. -; ��y ����K � ��/ l,o�f FI
� -- � a�.�YE C32 CL�y�I,o�M ' -- .
JyD77L r� DL i v F �'aP.C L�t y '
� — �,a«r� 3 ---
4 — �' —
;
5 — S --- i
. �
6 — . � —
. , � —. 7 —
� _ ' g _
' ; �
//
End of borin� at .�_ �• �nd o� borine aC feet.
, StandinQ water table: Standin� water tahle: . `
• E`-�esent at feet of di�pth, Preser.t at feet of. dePth,
hours af.ter borin�. llours af.ter horins:.
t�ot present in borin� hole ___�__. Not pr�sent in bor.inr hole
; .
' ?Sottled soil : �� T;oLtled soil:
. Observed at 2 7 -�-'z't of dePth. ' - �bserved at fcet oE dePth. �
' TIot rresent in boring. holc _ t:ot present in borinr hole I
Obsurvations and co�ranents: OUservat'ions.and commanCs: '
,. , , �
/
I:-3�)
- PERCOL:ITIO`1 'ri:S'i DA'�':1 SEIL::T
Test t:o1e location �J�l�fzT�'j� -1�3�-��0�f�r�l'.olc nut�iber �
�.-
D�ce test hole was prepared ,S'—,3 — yj> , L`epeli oc liole boc:tor:i,� '_;:�;���; .
Dia^:eter of ho1e, �_ inches.
Soil data fron test tiolc:
. Depth, inciles So�1 teYturc
- D ' � � f5'/.� � L ���
r�=� � r� n� C /} /9
�Icthod oP scratchin� .sidc:aali __..S�C,��G`1L'/� -- -------.-----
Depch or pea-sized �ravel in bol'L'om oC liole , 2 inclles . ` ^
Date and hour or initial waCcr fillin � 'v
� s'" 3 'l0 ..�_'�'�f1_.------
Deptfl or initial water fillin�;, � Z it:cfies above tiole bo�co:�i.
�!ethod used to c:c:intain at least 12 111CI1C;.i or water c1epL'fi in tiole ior aL le::,s�
4 t;ours �L/C,' L L,
Percolation test readings Made by �p/� ��Of��j��•f �;1
� a.in. �
— _ sL'art�.^.� at 2 2 � . i�fa:<ir.:u^i a:aL'CL' dCE)C11 above hole uo��.
date) '�.°'
�. du=ing test, �_ inches .
,
Tine ?'ercolation �
T�^_e Interval, rleasure�ent, Urop in watcr raLc, iteri�rlcs
rf:nutes inches level, inches minutes per
inch
/ -' ( ,' �
. � � ,^ �.,__
z I � ��F, G �
I o N1R 'i ' � ( -�---
i ( � � --
2 '' ' ' � ? �=.� -1 `7. 6 / �----
3 z s� � � � ' ' ---
3S l � � � � � 3
s�, '� � i �
Z '` �� D � � � 1 ,-.S�
� I
1
� •
— � --
1
Pcrcolation ratc a � ��_ tl1inuLc:, ��et iiiclt.
, �
L'-39
PERCOLA'I'IOi1 'rLS'I' DA'!':1 S1I�3r;'1'
�
Test hole 1oc�ticn fUL��A,/ O�t� —Ld�- .3—��e+e%t�liole nu�::ber �
Dace test hole was pr�pared s-_� -�[) , Depell oE l:o1c }�ottom /t/ �;; '
'—/---- c:::�:. .
Diamete: or hole, �_ inches.
Soil data fro� test tiolc:
. Depth, inches Soil te>;ture
. o � � `� � l�L A � .E' ��_�1
�fethod of scratchin� .side�.oa11 �����_� ---- ------- -
Deptti o� pea-sized �ravel in boc:�o�n oi liole , �__ itic:le:�.
Date and hour or initial �aatcr fillin�; ,_f'=�— �� 30
�
--�-��.._.
Deotti oi initial water Lillin�;, � i;:clies al�ove tiole boteo:�i.
;ictiiod used to c�aintaitl at least 12 iiiclles o[ c.�ater dep�ii lIl Yiole far at le:��c
4 hours � �1 �
Percolation test readin�s m•,:de by �p/�J �j�n,�+� �"�� �,.
a.m.
.�—y� ��j starcin� at �� �,� �—� , t•fa:�;ir.�um �.:�c:er depth above I10�C coc�.
(date) � �.�'
�_ during test , � inches.
Ti�e Percolation •
T:*�e Interval, rteasure�ent, llrop in water raCc, I:eei�rlcs
riznutes inches level, inches �inutes per
� � �' incii �
. T�Ru 2 /� 'L L
�•W 3��'/.,� / � � ---- '
� � , I 1 � ,
� , , 3 '�r . 7.�
3 _ ��i��� _ � � ___
3 - ,� � � g �� '�_ g �9'
3,S6 ' � � ' �
�, „ �� � /t� �
�
I .
I �-
_ � _ I . -_:.
Percolation rate a � (J minuCe� per iilcli.
�
L'-39
PERCOL��r?orr •r�s•r D���r�t s�i�r•,2
Tes t �:o1e loc�tion�tf,l� ,�'�p��j -��7- 3 _�c�( .��;Io1e lllll[1liC� �
�-
Date test hole was prepared �S'� —9 d , Depth o� liole Uottom, /y ir.ci:c_; .
,� �_
Dia�eter of ho1e, inches.
Soil data froa test tiole: '
. Deptti, inches Soil te:;ture
� ' ��l ,���N c� � o fI/�
?�ethod of scratchin� .sidewall _,S�/jf1 / � ��/t
Deptll or pea-,ized �ravel in boCLom oL liole , 2 incllc:..
Date and hour or initial watcr fillin�; �"'-3 -9D �' „3.� �
.�,
Depttl oE initial water filling, l�_ {•lclles above hole bot�o:�i.
�fechod used to msintain at lcast 1� 1I1C11C,r, oL �rater deptEi in tiole �or a� ' c:::;c
4 hours �� F j L � �
Percolation test readings made by _��n/�J ���f�},/ � ���� �,1
�� � � �� a.m.
starc_n at i�fa:<i^:u�i �:��Ccr depch abovc i;u1�� ;, ,��
( ate '•"
�. during test , 7 inches.
T-II� Percolation •
�Ti�e Interval, rteasurec�ent, Urop in water raee, Reri�ri,s
Minutes inches level, inches e�inuCes per
inch �
� (�L
�'i�x� I ��- -'�- �
Z Z — � { , � _
.,. I -- � �� i
� / �
<< �� iS ,S3/G , 7�
� j � �
�
7 ,► „ � 3� s J�� . 7 � 1
i ' f �i
.� „ / � S `�� S, 92 1
i .
I
Percolation rate = J 9 7 ininuCes ��er inch.
. y
. L'-39
PERCOL:1'I'IOi1 'rrST D�'!'�1 SIIEI;'I'
TCSt hole location��f `l�v'� ����! ~��/ ' 3'- ��t��2�ro�� number_�__
�
Date test hole was prepared �s� - �j Q , DepCh oE liole bottom, /� !..,.,,__ .
`�
Dia�:eter of liole, �_ inches.
Soi1 data fron test liolc:
, Depth, inches Soil texture
- o -� `� - �L�c,/� L .���
ucthod oF sc:�tchin� .side�.aali _ .SG/P/EJ���� _ ----------- --
Deptli of pea-sized �ravel in bo�Cocti o� liole, 2 incllc:;.
Date and hour or initial �aatcr fillin�; - � �
� � �� -' -�-�'1-� -
Deptfi or initial water filliiz�;, / 2 incties above liole boteo:�i.
�feti:od used to naintaiil at le�st 12 inches ot t✓nCcr deptEt in tiole t=ar at le:s�
4 t10llL"S� �� ,L L
Percolat�on test readings made by _��/� ,�j�-�C/E�' Lj �'F�'E+... �:�
�r��—�� startin� at 2 ,�� �.tn. i•fa:cir.:urz waL-er depth above holc lUOCC'
(date) '—�:'•�
�. during test, S�'f inches.
. Ti�e Percolation ,
T�ee Interval, rfeasure�ent, Drop in water raCe, I:ci:��rlcs
i•finutes inches level, inclies minutes per
inch
o, �L Cr
?�iQv 2 ► � ' ",' E- L
2 n � i � � .
G �► w / 1
2 � �r + ,
3 2 S �� ► � ;, � S�'i� i� I
3 2 G ��, , _ , ,
, , � i %, � i
. O � ��- � �i
i � �1 3 L 8 I (Q. y�
� 1
�
�
1 -
� � - ----
Percolation rate a _�`'/ �'f" uiinute:, ��er incll.
� s
L-39
PERCOL:�TIOit T�S'r DA'!'A Sl?ErT
�, Test hole location �� �L�/��Of(� —`d / ' �-/��10C�-4Io1c nut::be: �
Dace test hole was prepared ,�_3 — �(� , Dentll of liole bottom,� '_;:�;1��; .
Diac�ecer of tlole, �_ inclies.
Soil data fro� test hole:
. Depth, inches Soi1 tc:{turc
o �iy ,�L,���� 1, o,��
�(ethod of scratcllitl� .sidc�,aa11 _ ,SC�fI{rTc�j �
Depth or pea-sized �ravel in boCtom of liole , 2 inches.
Date and hour oE initial watcr Pillin� �_� —�d 2 Sl
�-----. ��'�.
Depth of initial water Lillin�;, l�_ i�iches above l�ole uac�o:r..
�feti:od used to naintaiil at le�st 12 i;1c11es oi watcr deptti in tiolc ior a� lu;•:;:��
4 liours �' / L L .
Percolation test readings tnade by �p/�J �rj�N b��',� �::
_'S—y�' �(7 starein at `�'"'
� 2. Z �f � . i•(�:tir.�uei �,;aCcr dep tlt auove iio�c �,;.��_
(date) /� .
�. during test, / inches.
Ti�:e Percolstion .
�T:�e Interval, rieasure�ent, Urop ir. water raCc, F:einarks
2�tinutes inclies level, inches �inutes per
Q � 1T1C11 r' / L
c.r
?��� � �f, L--
2,Z � � 1 ► + .
�' /o '� � I
O o �, � i ►
o �� , � �y � s, � . 9� I
� , �
/ � 6s /° 3 �,!�/ � J °� ,
�
, , , , �� ��; � � � 7F 3.� ---
1 .
. � � �
Percolation rate a / ��S minute� ner inc11.
� O
I:-3`�
PERCOL:1'1I0�( 'i�S'f D�1'i':� S11�I:T
) ,f �
Test hole location�C�L�L/� py —L U j— '�LOC `�2 !Io1e nuinuer
�-
Dace test hole was prepared 5-3 —�fj , DepCh or liole bottor�,�_ i;�c� c,; ,
Dia�:e�er or hole, �_ inclies.
Soil data fro� test tiolc:
. Depth, inclles Soil te:;ture
_ O - � y � 1���>c� � a�M
�lettiod of scratcliiii� .sidewali �
Depth of pea-sized �ravel in boCCom oC liole, �_ inches .
Date and hour or initial �aatcr fillin� y�--3—c�� 3D �
`��----� �
Depth of initial water fillin�, / 2 inches above hole bo�eom.
Method used to naintain ac leasC 12 inct:es o[ iaater depCh in tiole !'or at 1c;:se
4 t�ours E F��� L
Percolation test readings made by ,DON .�r,�n/e� ,O�/PG. �:1
_,�""— �� — �D searein at '-i.`;'.
� � il i•fa::ir.�ui�i �a�Ccr ucp�il auovc 1io1c uot�
(date) � .
�. du:ing test, � inches.
Ti�.e �
lercolaCion .
� Ti�e Interval, Tfeasure��ent, Urop in watcr ratc, I:et�iatks
rfinutes inclies 1eve1, inclies minutes pe�-
inch
/ OD
71 Ru ! 8 �G.---
E � L�
2.3 � l i
O O / / '/ S 3/6
3 0 S�� � ►
3 `' ' ' /03 �/ 7k JS �
i � � i
� , � � , 3 y � �� —..
' � /
� , i � / 'S/C ' —
I � —1 .
Percolation rate � _ �,� �S minu�es ��et incli.
�
, _ .�
Zoning File #1519 - Septic Concerns
March 30, 1990
Page 2 of 2 �,�� �f� �
5. Lot lOdhas a little bit of everything, including f lat,
wet soils, steep slope soils, and high ground to the west.
It may be possible to find sites either just above or just
below the steep sloped Lester clay loam area.
Summary -
The proposed lots in the west half and northern tier of this
proposal probably will have suitable drainfield sites. Lots 6
through 9 are very questionable due to mostly wet soils and
drainageways.
I have compiled the available soils information, topography,
and wetlands map into an overlay drawing for your review. In
proposed Lot 7, the designated wetlands appear to be more
extensive than shown by the surveyor. The same holds true for
Lot 10.
On paper Lots 7, 8 and 9 look pretty questionable. Perhaps
a site inspection will help to confirm whether these concerns are
valid.
�
� , � , � , .
; �I (ioa�J _ - - ' --- ---� --
, ` 3� ` , � ' �
� / S o��� a ', I
�_6 ��Z , sx 1 ` � I I
o; � . / B � � � �
(�d1�,7� � � � �
, � �� se � . ,� , .� � ,
� � � 9. P-� � � � +.�
�(i°�� 3) ,;j . o I �
� � �
� 2.c�f4c � I
/ � s �
. , , � �
� � � �
N / ,- �' _ .1 � � _�
.
f / x, , � � ,�
---,.�- - - --� - - - , +� � .
� o ._- — a� / �
_ / — 3/ � � `M f � Ih ' / /
• � (�- / 01
— -- ` � \ o � ,\ � � ` , �
. _ _ , M \,� ` \
.\ _ .�_ � �
\ \ �
� \ \ \` \ \
\ � ,� � � 5 r �
�
y�
� �� � ' � � ,�-�'" \ `s \ , I
� �--� � -=�
� � �
P-6 � ��._ � \ r
.� ;
°.$) \ f � j , ,� I
�� 2•� �� -' I�
�`� �3 �� . -� \ � � �
�° �� �o � \ � .� O ( i
�, � ' `� \ � ,h� � �` So I I �
ov U � �./� r � � ` ►�
p � /'� (ie�o�.�� � � 1 : ��_ ? 4�
\ � v O �
� x o � � � o �
��� ,g�S6_2 '�' o a � X I �.� Qc'
. �
I �i o , ' e I I � �
� , s -� R 1 ` , 3 �
� �` .2) I� , � � � i
: � , bacic. ► , � � � a_ y I � ,
� Q2 �nc (t P�� Q �
, \ a � � � � - J _
� � 2 5 �. � � 5a ` i I �
; , .
ti 8> >y 's�
, ��A� �...-.,,,, , ,..�;s�i� raw f�
, `��F, ��� � or r�, �iv off�� r�-ii�.l.�
� ' 1 �'���
� �