HomeMy WebLinkAboutseptic info � o�
O O CI'rY OF ORONO
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� � � MunicipalOffices
r�,, ,��` � �. Street Address Mailing Address:
� �j'�' 2750 Kelley Parkway P.O. Box 66
'Z9 �i Orono, MN 55356 Crystal Bay, MN 55323-0066
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To: The Current Owner of Address 2250 FRENCH LAKE RD
City Ordinance requires that onsite sewage treatment systems in Orono be inspected on a
periodic basis. The onsite sewage treatment system at the above address has been inspected and
the following is known about the system. A sketch of the known components of the system is
available for most properties at the Orono City Hall.
Imminent Public Health Threat
Yes
No
If yes, please contact the Onsite Systems Manager at 954-249-4626 within 10 days of receipt of
this notice. The septic system must be brought into compliance within 90 days. Failure to do so
will result in 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 l/
The city recommends the septic tank(s) and/or lift tank be serviced and pu}�,�ped out every three
(3) years. City records indicate the tank(s) were last pumped out on �� � I.S'n�
The tank(s) should be cleaned through the manhole and not through the inspection pipes, this
allows for proper cleaning.
Comments:
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Inspector: Date of Inspection: � 'd�
Telephone (952) 249-4600 • Fax (952) 249-4616
www.ci.orono.mn.us
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' �I'�CY of ORONO
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�,', � �� t,� ���"�t���� G�'�� Mailing Address:
: ,� �I � �+�.; ��+-,�/� Street Address: �15a.-a4q-ybo O
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`��V`9��g';- 2750 Kelley Parkway P.O. Boz 66
� - Orono, MN 55356 Crystal Bay, MN 55323-0066
To Cunent Owner: Address: o��s� ���-C� ) � K-� �c�
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]ocation,design and consh�uction standards of the current Orono Municipal Code.
2 "COMPLIANT SYSTEM" An LSTS which does not meet all the location,design and construction standards of the current Orono
Municipal Code but does meet the three foot separation requirement or two foot requirement for systems installed 1996 or earlier,and
which is not failing or an inmminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located within a designated 100-yeaz flood plain,any ISTS which may
or may not meet all the location,design,or construction stanc�rds of the current Orono Municipal Code and which is failing for any
reason;and any ISTS with less than three feet of unsaturated soil or sand between the distribution device and t6e limiting soil characteristics.
TANK CONDTTION(5-7): S
Tank inspection indicates:
5 Pumpout not needed at this time.
6 Septic tanks must be pumped out this year (city code recommends tanks to be pumped out once every 3 years.
Tank was last pumped ).
Make sure septic tanks are pumped throu�h manhole and not through white inspection pipes. This allows for the proper
cleaninE• Keep water softner and iron filter discharEe out of septic svstem to prolong life of drainfield. Ask pumper to test
alarm float to verify alarm is still workin�in vour house. The alarm warns owner that septa�e is about to backup into basement.
7 Inspection risers missing-tanks could not be inspected. Inspection risers(4"dia.pipe)must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
DRAINF�LD CONDITION(8-10): �
8 Drainfield is dry,no surfacing 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:
� - �a-�� � �
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 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
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�,; , i f ;: _ � CITY of ORONO
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�A,,r��`,, �,'`�� ���_ ���= Eti�,� Municipal Off'ices
�`���.� �'' ` `��. ����.����' Street Address: Mailing Address:
���`q$EgK04'�� 2750 Kelley Parkway P.O. Box 66
�_�" Orono, MN 55356 Crystal Bay, MN 55323•0066
To Current Owner: Address: ��� � F���c..�, c��CC �C"
City Ordinance 199 requires that each existing on-site sewage trearinent system in Orono be inspected every two years.
The on-site sewa�e treatment system at the above address has been inspected and appears to fall into the categories checked below,
SYSTEM CONFORMITY (1-3): �
Ql '�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 d�ree foot separation requirement or two foot requirement for systems installed 1996 or eazfier,and which is not failing or
an imminent threat to public health or safety.
3 "NON-COMPLIANT SYSTEM" A prohibited ISTS;an ISTS located witl�in a designated 100-ye�v flood plain,any[STS 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 with 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.
� Septic tanks must be pumped out this year (city code requires tanks to be pumped out once every 3 years.
Tank was last pwnped �-1-\'�..-�-:: ).
Make sure septic tanks are pumped throuSh manhole and not throu�h white inspection pipes. This allows for the
proper cleaning. Keep water softner and iron �lter discharge out of septic svstem.
7 Inspection risers missing-tanks could not be inspected. Inspection risers (4" dia. pipe) must be installed in each tank. If
tanks have not been pumped out within the last three years,they should be pumped out now.
D INFIELD CONDITION(8_10): �r,�
8 Drainfield is dry, no surfacing evident.
9 Some evidence of surfacing, not critical yet.
10 Drainfield is saturated and visibly discharging untreated effluent to the surface. Contact the Ciry Inspector
immediately. Repairs must be completed within 90 days.
COMMENTS: C�t.<:.�,�-�.i�U I c e��� �='E�� ��'�.,� S`�},�.. �-�.���S ti�t e.
�.t �- � � �j �c�.;j ,
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Date of Inspection Matt Bolterman - Septic System Inspector
Note: In the event that this inspection repoR is used to satisfy the requirements for a mortgage or other transfer ofproperty,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[he system under current conditions based on the available
information.
Telephone(952) 249-4600 • Fax(952)249-4616
www.ci.orono.mn.us
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�=�����-� CITY of ORONO
�,�;.��,-� �
� �� y,`�`� ti Municipal Offices
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�r 1�;;� �����G~ Stroet Addross: Mailin�Addrou:
E+ggOg' 2150 Keliey Pa�fcway P.O. Box 66 .
Orono, MN 55356 Crystai Bay, MN 55323•0066
Owner: �o c�� C-65 q r o�C, Address: �56 F�e��, Lqke, ��
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 below.
SYSTEM CONFORNIITY (1-3): �
lO ��CODE SYST'EM" An ISTS which meets all the location,design and const�uction standards ofthe cucrent Orono Municipal Code.
2 "CONIPLIANT SYSTEM" An ISTS which does not meet all the locatioq design and construction standards ofthe cuaznt prono Municipal
Code but does meet the three foot sepazation requiremec�and which is not failing or an imminerrt threat to public health or safety.
3 "NON-COMPLIANT SYS'I'EM" A prohibited ISTS;an ISTS located within a designated 100-yeaz flood plaiq any ISTS which may
or may not meet all the location,design,or construction standards of the cuirecrt 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 characteristics.
T.4NK CONDITION(5-10): 5�
Tank inspection indicates:
� Pumpout not needed at tivs time.
fi Tanlc must be pumped out this year (city code requires tanlcs to be pumped out every 3 yeazs. Tank was last pumped �—I�- �U ),
7 Solids accumulation in tanks is at a critical a critical level. Tanks should be pumped out u soon as possible.
8 System is dischazging to the surface. Tar�ks must be pumped out within 48 hours to eliminate surface discharge.
9 Inspection risers missing-tanks could not be inspected Inspection riseis(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 ba81e(doas not give accurate measurement ofsolids accumulation). Iftanks have not been pumped
out within the last tfvee years,they should be pumped out now.
DRAINFIELD CONDITION(11-14): 1\
�1 Drainfield is dry,no surfacing evident
12 Some evidence of surfacing,not critical yeL ,
13 Drainfield is saturated and visibly discharging untreated egluerrt to the surface. Contact the City Inspector unmediately.Repaits must be
completed withirt 90 days. �
14 Drainfield extent and condition unknown
COMNfENTS:_ S � S 5�� . �bbl� D K _
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Date of Inspection S tie S '
ep ystem Inspector
Note: In the eve:rt that this inspection report is used to satisfy the requirements for a moRgage or otha t�rrancfer of property,be advised that this report does aot guarantee
or certify that an existing system will continue to function properly,but is merely an opinion of the adequacy of the system under curreirt conditioas based on the available
informatioa
. ��I1S �j��
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r SEPTIC SYSTEM INFORMATION G"��� �
. O�fl�,���
STREET ADDR�SS G. � � C� ���-.� w��, ,":a+�"�_!� rl,� �,_, r
/ .J c l-l�5�7T�N S Fje��v�.� �4-Kg
LOT / BLOCK � SUBDIVISION S�CGy�1� A-c77�/77CUJ�
MONTH AND YEAR TESTING DONE �C2���� / /�a '
ITEMS ALREADY COMPLETED_ V� ���'_ "1-�S'7� , � ��l/V� �
NEED TO COMPLETE BEFORE ISSU�ING BUILDING PERMIT ;
OBORINGS
OPERC TESTS _,
�SYSTEM DESIGN
/�
U() SITE PLAN
/�
O OTHER
SUBDIVISION FILE NO. `S� �
DATE THIS SHEET FILED ������ BY �'/�
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�� �jf�,j'�r� +�(���".�� Jy(u����F���. �
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TO: Jeanne Mabusth, Zoning Administrator �
FROM: Michael Gaffron, On-Site Systems Manager
��I� �`��� NAS B�E
DATE: October 30, 1980 �D
SUBJECT: #582 H. R. Johnston, 925 Willow Drive South - ��DT�I��
On-Site Systems Review
On October 28 , 1980 , I reviewed the five proposed new building sites
for the above referenced subdivision as per the attached survey.
Each lot (save Lot 4 , Block 1 with existing house) appears to have
2. 0 acres of dry buildable land. However, due to proximity to adjacent
wetlands and the accompanying water table a portion of each lot is
unsuitable for use as drainfield. All lots had areas tested which meet
the requirements for standard trench drainfield syste�ns. These designated
tested drainfield areas on certain lots are the only available acceptable
sites for drainfield. In every case, assuming a long term water table
exists at approximately the 930 ' elevation, no drainfield trenches
(2 ' depth standard) should be allowed below elevation 935 ' in order to
ensure a 3 ' separation between trench bottoms and water table. In
addition, where individual lot testing indicates a water table depth,
the above 3 ' separation must be adhered to. Following is a detailed
review of each lot.
Lot l, Block 1
Testing indicates soil and water table conditions are suitable for a
standard trench drainfield system. This lot has some alternate house
location possibilities. However, the tested site and in fact the entire
lot should be left undisturbed until a final house location is determined.
Lot 2, Block 1
As in Lot 1, testing found sandy soils suitable for a standard drainfield
system. Various house locations may be possible. An excavation crossing
the lot has not severely damaged drainfield areas, but no further excavation
or disturbance should be allowed until final house location is determined.
Lot 3, Block 1
This is probably the most critical lot of the subdivision in that a limited
area is available for use as drainfield. The tested area is at the highest
point of the lot due to extreme slopes. An excavation near the northwest
corner of the lot may have affected the extPnt of the area available for
drainfield. By creating an outlet for sidehill seepage from trenches above
the excavation. However, due to the extremely fast percolation rates and
sandy soils and the existence of untested but probably suitable area for
drainfield to the east on the lot, the effect of this excavation is only
slight.
SI'P�' EVAI�U:�TIOiI R�PORT �N,S� rIEM H
�S g�EH
i�'OR HARPISON R. JOHPISTOII,JI3. ���R��iJ���
ORONO, MINNESOTA �
l0-�2-80
DurinQ October 17-22, 1980 all five proposed lots in the sub-
division of Harrison JoY�L~�ston, Jr. were tested for the suitability
of supportin� on-site drainfield sy:�ter��s. �ix parcolation holes
were tested on each lot and three soil borings taken on e<3cl
to dstermino bot�i ' nrima ainfield sites i�'he
colati�n holes were dug 6 inches in diar-�eter to the 4 foot depth
except the altornate site on lot 1, block 2 where holos 5-6 were
dug 2 feet de3�� to test for a ahallow trench �ystem. e ho es were
u i h both po��rer and hand augers.
The soil borin�rs were du6 Z•rith hand au�erA and were o iriches
in diameter to the 4 foot depth and 3 inches in dia.�netar to the re-
r�ainin� depth, aoma very permeable soils were found on n:ost lots
anca all lotc ��.acl sufficient percolation rates to qualify for stan-
dard drainfield systems. The alternate site on lot 1, block 1 will
require sr.allower trenches to avoid the water table. �The trenche�
on the primary site of lot 1, block 3 will also neod to t�e conat-
ructeci fairly shallow and sn interce�tor drain should be used to
divert runoff water from this site ainoe the lot is bowl shaped
an
Better soil was encountered shallower on the alternate site
of lot 1, block 2 so ahallow trenahes should be used here In lot ;
0 oci a pump w pro a ly be needed aince a est aoils
exist on top of the hill. It also might be nacessary to use putnpa
on other lots depending on th� placement of the houses. Additional
design inforrnation for the individuel houses will be naeded prior
to construction. It is imparative that these tested aree� not be
disturbed since there are som� ataep sidehill slopes on some lots
and some prohibitive soils and water tab:� :: near tl�= marshes which
may nreclude any other areas being used f'or drainfie.lds,
If any additional in�'ormQtion is needed, please contaat me.
� _ � . i
� ---_ - _ TEM HAS BEEK
TNIS I
Jo��z�1�TOrd ��oP:,�� MICROFILMEO
I�0 i 1„ BT,OCK 2
Percolation RAstz7 ts
'iO�° "�• j`�a�� Percolation Rate
-_._-.____
�'-1 Yel.low L-'rn. C:lay Loam 1}.3, 6 2•iin./inch
�''2 Yello��r Brn. Cl�y Loam 48.0
P-3 t3rown Loam ,��'.9
P-�-4� Brown Clay Lo�rr, 1�.3.6
�''`-� Brown Iaoam �'1.Q
P-6 Brown Loam 26.7
'1710 av:'. nerc�lati��n rat;� i'or liole3 1.-!�(��riri�rv cite ) = 3�+.� I•;PI.
`L�t;� Av�;, p�;rcol�tion r�te for holes �;-b� �lt. sitc� ) _ ?��� 3 P�iPI.
��oil 33orin�s
` 1•�. . ,,-
--------
����th(f t. ) I•:a�orial �
4______�
0.U-l.0 Gray F3rown Loam
1.U-3. 0 Brown Clay Loam
3. 0-6.0 Yellow Brown Clay L,oam
6.�-7.� Brn, Sar.dy Cley Loam
7.0-8.0 I-i�;ht Gray Brown Clay
i�o mottled soil present 3nd no water table after 2IF Y}ours.
�. ,
�.1-. r 2
�_.__._._
llouth(ft. ) I�:aterial
,___._____
0. �-0, II (lray Black Loam
U,f�-2, 0 Brown Clay Loam
2• �-4. 2 ' Yellow Brown Clay Loam
4• �-�. � Lt. Brn. Silty �la;r Loam
��. `;- . � �t. r>r�. C1aY Loam
iJo mottled soil and no water table at'ter 24 hours.
,�,�. ,,� 3
Det�th(ft. ) i�atox'ial
-_�._,_._
`�. �-��. 7 :�lacic Loam 6.0-7�,� L�t. �rn. Med. Sand
��• 7-1• 7 Brown�.Loam 7.�-8.0 Coarse Sand, Grave].
1.7-3,3 Brown Clay Loam tJo mottled �oil or water table
3. 3•-b.0 Ye] low Brn. C1. L oazn af ter 2l�. hours�
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October 30, 1980
#582 H.R. Johnston �*j/��
925 Willow Drive South �« �j��
Page 2 � ����
MiCR�f�
�If�
Lot 3, Block 1 (Cont. }
When this lot is developed, care must be taken to make sure the house
location does not encroach on the area to be preserved for drainfield.
I suggest that for this lot (and for all subdivisions in the City) that
the tested drainfield sites be somehow entered on the title or deed for
the property so that prospective buyers are made aware of the restrictions
on the lot.
Lot 4 , Block 1
This lot contains the existing H. R. Johnston home. Although the lot
as proposed contains only 1. 64 acres, adequate area has been previously
tested and exists for use as future drainfield. A relocation of the lot
line between Lots 3 and 4 to give each property approximately 1 . 8 acres
would serve no purpose as far as drainfield sites are concerned.
Lot 1 , Block 2
The soils on this lot are considerably different than those of the
westerly lots. Loam and clay loam soils are indicated, and the percolation
rates were understandably slower. This lot contains 2 . 4 acres and has a
somewhat limited number of possible house locations which would allow a
gravity-flow drainfield system. The lot is acceptable for a standard
trench drainfield. Care must be taken during development of the lot
that drainfield trenches are kept away from the pothole in the center
of the lot.
Lot 1 , Block 3
This lot has loamy soils with a fairly good percolation rate. The tested
drainfield sites are to the immediate southwest of the existing paved
driveway and due to slope conditions appear to be the only likely sites
for use as drainfield. Again, care must bE taken to preclude disruption
of these sites prior to development. It appears that the suggested location
of the house would be on the north end of the lot approximately on the
existing driveway.
Summary
Each of the five proposed new lots should be acceptable for standard trench
drainfield systems. Fortunately, this is one of the few areas of Orono
having sandier soils. Certain lots as indicated may have limiting sites
due to water table and slope constraints. As the engineer' s report states,
it is imperative that the tested sites not be disturbed by further
excavation, grading or filling until permits are issued for specific
house locations. I recommend approval of the subdivision as per preliminary
plan with the above recommendations.
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