HomeMy WebLinkAbout14000990439000_Conditional Use Permits_09-04-1991Conditional Use Permits
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^-~-^j>jr)Tp- This sh^ii ba-pda/'ori ir^ ^ f-nw<-p^7^n^|g piacc Hot iTiore than 4 feet above grade on the premises on which work is
to be done, and shall be maintained there until completion of such work. NOTIFY DEPARTMENT OF LAND AND RESOURCE
218) 739-2271 WHEN AUTHORIZED WORK HAS BEEN COMPLETED.
^ OTTER TAIL COUNTY, MINNESOTA
_________________ Board of County Commissioners
JVfANAGEMENTATEEEPfR
77> Be fiiPAAPPSO •
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Land and Resource Management Official
ffmu IS. m f. sefT, / ^ .1. Earthmoving shall be done between
2. Entire area shall be stabilized within 10 days of the completion of any earthmoving.
3. Owner is legally responsible for all surface water drainage that may occur.
4. No fill shall enter or be taken from the beds of a public water without a valid permit from the State of
Minnesota Department of Natural Resources.
5. If the terms of this permit are violated the entire permit may be revoked and the owner may be subject
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9
APPLICATION FOR CONDITIONAL USE PERMIT
Shoreland Management Ordinance
Otter Tail County
Fergus Falls, Minnesota 56537
100f
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Receipt No.
Application Fee $
(Last Name First'ra4 tjjrl
Street & Wo. C/fy
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Owner:Phone:
Middle
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State Zip No.
(SrDLake No.Lake Name Lake Class
4^//5SSec.Twp.Range Twp, Name
DLS/Legal Description:Fire No.
7 AU&/ •'LotG Blfcl
^J71SS2SParcel Number , J <v. I ..s. f)
EXPLAIN YOUR REQUEST:('.■i’iO ficcri;-
In order to properly evaluate the situation, please provide as much supplementary information as possible, such as: maps, plans,
information about surrounding property, etc. APPLICIANT SHALL BE PRESENT AT THE SCHEDULED HEARING.
I understand that I have applied for a Conditional Use Permit from Otter Tail County.
I understand I must contact my township in order to determine whether or not any
township for my proposed project. p
ia 9/ . X it/
' ' ^'^ignature Of Appll
additional permits are required by the
7-/SApplication dated cant
- DO NOT USE SPACE BELOW -
19Date of hearini Time:
This application is hereby recommended for
V&iUe.d ioh. thz ^oliotmig fieasoyui:1. Too much 0^ a. change -in tkz topogfiaphy.
1. VmTxiuJitij -in -itab-itization oi thz pfLojzct.
by the Otter Tail County Planning Commission (Motion as foliows).approval denial
Chairman
1/^The Board of County Commissioners of Otter Taii County hereby.
This Ijtkf day of jdZ^pCUttA&iJ— , 19 ff .
this requ^ (Motion as foliows).
deniesapproves
M
Conditional Use Permit issued in accordance with compliance with existing Conditional Requirements and Special Regulations and
Minnesota Commissioner of Natural Resources notified this.day of., 19.
CONDiTIONAL USE PERMIT NO.
Land & Resource Management Official Otter Tail County, Minnesota
mailed copy of Application to Applicant.(Date/Initial)
MKL — 0390-006
253,614 — Victor Lundeen Co , Printers. Fergus Falls. Minnesota
$cale: Each grid equals feet/inches GRID PLOT PLAN SKETCHING FORM .
Dated;19
Signature
Please sketch your lot indicating setbacks from road right-of-way, lake and sideyard for each building currently
on lot and any proposed structures.
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VICTON LUNOeEH CO.. PKINTCMS. FEKCuB PALLS. UINN.
Scale: Each grid equals feet/inches GRID PLOT PLAN SKETCHING FORM
%Dated;19
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Please sketch your lot indicating setbacks from road right-of-way, lake and sideyard for each building currently
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VICTOR LUNOECN CO.. RRINTCRS. FERCU8 FALUS. UINN.
• Scale: Each grid equals feet/inches GRID PLOT PLAN SKETCHING FORM
Dated:19
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Please sketch your lot indicating setbacks from road right-of-way, lake and sideyard for each building currently
on lot and any proposed structures.
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21598 7@MKL-0871-029
VICTOR lUNDCCN CO . PRIHTCR9. PER6U8 FALLS. WINN.
Shoreland Managejqeijrt
Otter Tail County
Please refer to application for conditional use permit
by Reimenschneider and Rudek for tapering of shoreline on the
North shore of Marion Lake.
We have inspected this property and feel that if work is
done as applied for, there would be no ill effects on the lake
or the shoreline, rather there would be more and better protection,
as the shore will be rip rapped and the bank will be grassed to
the shore.
There is no evidence of run off water from the dwelling
reaching this point now so this should not be problem.
Yours truly
EAST OTTER TAIL SOIL AND WATER
CONSERVATION DISTRICT
801 Jenny Avenue Southwest • Suite #2
Perham, Minnesota 56573
Telephone (218) 346-4260
MINNESOTA
SOIL AND WATER CONSERVATION DISTRICTS
The Gary and Claudia Volk site.
Gary and Claudia have a home on the North side of Marion Lake overlooking the lake. The lake
frontage itself very steep and ranges from 8 to 15 feet of rise. The lot currently slopes generally to the
west causing drainage to flow laterally not directly to the lake. Ice action on the existing rip rap has
shifted the rock out of the proper low slope ice deflection alignment and to a near vertical slope. This
steep slope has allowed the ice an increasingly effective push into the bank here with some resulting
bank compression, upwelling, and instability addressing these issues is one of the Volk's goals.
When the house was constructed in approximately 1975 prior to the Volk's ownership the
elevation of the basement slab was set below the grade of the surrounding lawn except along a small
portion of the western side of the existing walkout. This is found especially on the lakeside of the home
with the lawn rising approximately 6" above the grade of the house approximately 15 feet in front of it
and then slowly dropping till the steep slope to the lake. Currently the house has no gutters in the front
and the gutters on the back of the house drain in various directions including laterally along the house
and towards the lake. This combination of factors has resulted in storm water issues along the south and
western sides of the home.
The Volk's are proposing re-grading the majority of the lot to redirect storm water away from
their homes foundation. This option may have unintended consequences of increased water issues
related to the neighbors boathouse, fire pit, and lake access areas which are to the SW in the drainage
path. Increasing the volume and velocity of storm water in these areas could increase the quantity of
pollutants reaching the lake. Incorporating storm water volume controls such as infiltration galleries and
retention basins in the project will assure that there is no increase in the quantities of pollutants
reaching the lake or increases in water volume on neighboring properties.
The soils onsite are Dorset-Corliss 778C which has an infiltration limiting sandy loam surface
layer over a gravelly sand to gravelly coarse sand base that generally starts at 12-16" depth. The
infiltration capacity of the surface layer is greatly reduced when compacted which is common in
residential areas due to shallow rooted grasses and years of human activity. Annual precipitation and
runoff simulations done with Recarga indicate that a standard rain garden, a perennial bed in a shallow
depression, installed here will capture and absorb 98% of the annual runoff from one half of the Volk's
house. The 6" deep pool created in the basin drains within 5 hours and even in a heavy precipitation
AN EQUAL OPPORTUNITY EMPLOYER
year (1993 records) the program shows only two rain events overflowing the theoretical basin. A
simulation of a 4.2 inch event spread over 24 hours showed 85% retention of the runoff volume.
Suitable locations for a basin are found to the NW of the house near the property line where a
current swale exists and lakeside of the house in the front yard. Other possible locations include to the
SE on the property line and to the NE. Draw backs of these sites include existing trees near the NW site,
neighboring property to the SE and little impact on problem runoff to the NE. Incorporating the NW and
front yard locations into the overall grading plan provides a good margin of safety into the Volk's storm
water plan and result in little if any annual runoff reaching the lake.
Incorporating the front yard basin into the plan and providing a stable overflow towards the lake
would likely result in little if any increase in runoff to either the neighbors or the lake due to the
proposed grading activities. Surface grading of the majority of the front yard would be necessary to
properly direct the runoff for this practice to be effective and eliminate the water issues along the
lakeside of the Volk's house. Surface grading this area without any storm water controls could result in
regular erosion events on the steep slope to the lake
An infiltration trench could also be installed under the existing concrete path that runs past the
problem storm water area and towards the lake. The existing concrete pathway would be replaced by
pavers in an aggregate layer over an infiltration trench. This trench would have an infiltration restricting
liner installed near the house to avoid additional water in this location. Areas of the trench further from
the house would be unlined to encourage infiltration. This practice will capture, filter, and funnel the
storm water away from the problem area and into the groundwater system. Incorporating this trench
and the front yard basin will likely reduce runoff volumes from the Volk lot dramatically over current or
potential conditions.
As Otter Tail County Shoreland Specialist I would support the re-grading of the Volk's lot to
improve drainage around the house with the condition that storage and/or infiltration be provided for
the runoff generated by the impervious surface of the house (~2000 sq/ft) during a 24 hour 1" rain
event. This volume is 167 cubic feet which would be retained, cleansed, and infiltrated into an average
200 square foot rain garden with a 6" pool depth the pool would barely pond any water during this
rainfall. Another option to retain this volume is 30 feet of infiltration trench 6 feet deep and 3 feet wide
with an average porosity of 0.3 in the storage layer. Again the preferred option would be integrating
both practices into the re-grading plan as the two locations together will capture a much greater
percentage of runoff.
The Volk's are also proposing removing some material from the top of the lakeside bank in an
effort to reduce the slope of this area and reduce the movement of material towards the lake. In
addition to soil material at least one large mature Oak tree might be removed. South facing steep slopes
such as this go through expansion/contraction cycles during the spring melt season. At night ice crystals
form in the upper soil layers forcing soil outward perpendicular to the prevailing slope and daytime
melting allows this material to collapse vertically. The result is a perceptible down slope movement of
surface soils especially when the vegetative cover is minimal as it is on the Volk's steep slope. These
Gary and Claudia,
I wanted to include a note about our Water Quality cost sharing program. This program assists
homeowners installing rain gardens, native plantings, and possibly the infiltration trench. I would be
able to assist you in developing these items if you are interested in them. The cost sharing program
covers up to 75% of the costs of an approved project. Our Board of Supervisors approves cost sharing
contracts at their monthly meetings.
Thanks,
Steve Henry
lakeside steep areas often suffer from undercutting by wave activity especially when emergent plant
growth has been removed as it has at the Volk's. Neighboring properties to the East show markedly
better stability, have better vegetated banks, and have shallow emergent vegetation just offshore.
Properties to the West, excluding the adjacent neighbor and previous owner of the property, also have
markedly better stability, vegetation, and offshore emergent growth but do lack the prominent
shoreline rise that the Eastern group of properties have.
Given that the shoreline instability is not caused by the height of the bank alone and that the
immediately adjoining property to the West where the bank was slightly lower shows marked recent
uplift from winter ice action I am concerned that slope re-grading in this area will be a temporary
measure. Winter ice action tends to realign shorelines and recreate previously existing shoreline forms
due to properties related to lake size, alignment, and offshore depth. Removal of either mature Oak tree
when re-grading the lot will reduce the screening of the house increasing the visibility. The removal of
these oaks will also reduce bank stability and on lot infiltration.
A better long term solution would be to reduce the action of the ice on the bank by repairing
and re-sloping the existing rip rap. The existing rip rap is so far out of place and shape that the best
solution would be the addition of a filter layer, likely washed rock 1-3", followed by a proper rip rap
installation which would include an buried toe. See the included sketch sheets. This filter layer would
reduce bank erosion that occurs through the rip rap layer when fabric liners have torn or been
displaced. This hidden erosion is likely exacerbating the slope instability. Another option to try and
reduce ice activity would be the installation of an aerator system to weaken the ice in this area.
Even if structural changes to the Volk's existing shoreline protection are incorporated a small
amount of bank reshaping and instability will likely occur regularly. Installation of a medium height
native prairie buffer will mask and reduce the bank instability. The heavy litter layer reduces frost
heaving, deep roots stabilize soils reducing slumping and toe erosion, and the2' height of the plants
masks small changes in terrain.
As Otter Tail County Shoreland Specialist I would support permitting the Volk's to re-grade their shoreline{jpit is part of a rip rap realignment or supplementation project and with the conditions that
the existing Oak trees be preserved to maintain screening and that the bank be replanted to a
groundcover suitable as a buffer. Example buffer plantings could include low shrubs and grasses, a No
Mow grass mix, short native grass mix, or a native wildflower and grass planting.
Please contact me if you have any concerns, comments, or need further assistance with your
project. There could be dollars to assist you in establishing a short native plant buffer to stabilize your
bluff. I will send a separate proposal concerning re-vegetatlng this area after realoping and re-grading.
ThaRlt?.
5teve Henry
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Planning Coanission
September 4, 1991
Page 6
A motion by Estes, second by Qlson to approve the Conditional Use
Application of Olson North Shore Association. Eagle Lake (56-
253), GD, Olson North Shore, El/2 SWl/4 & Lot 5 ex plat ex tr and
Lot 5 ex trs ex plat(From Faith Haven to Connection to east-vest
Township Road T1177 & T353), Section 2&3, Eagle Lake Township as
requested with the same stipulations(required by the Eagle Lake
Township) that was required for Terrance Nelson road application.
Approved;
Voting; All members in favor.
A motion by Ackley, second by Prischmann to approve the
Conditional Use Application of Jim L. Mvhre. Jewett Lake (56-
877), GD, Pt of GL 4, Section 13, Elizabeth Township as presented
with the following condition; The retaining wall towards the
lake is to be dropped to 6* above existing ground level and the
vest end, near property line, can be straightened out.
Approved;
Voting; All members in favor.
A motion by Olson, second by Lachowitzer to deny the Conditional
Use Application of Harold W. Rlemenschneider / L. P. Rudek. Marion
Lake (56-243), GD, Marion Lake Lodge, Lot & L 7 Blk 1, Section 1,
Dead Lake Township for the following reasons; 1. Too much of a
change in the topography. 2. Difficulty In stabilization of the
project.
Denied;
Voting; All members in favor.
A motion by Prischmann, second by Lee to approve the Conditional
Use Application of Leon J. McNeills. Pleasant Lake (56-449), RD,
Lot 7 Blk 1, Pleasant Places, Section 7, Sverdrup Township as
presented. Applicant is to stabilize area within 10 days of
completion of project.
Approved;
Voting; All members in favor.
Big McDonald
1st Addition,
After some discussion, Rick A. Tobkin / Berger Inc
Lake (56-386), RD, Lot 1 Blk 1, McDonald Shores
Section 20, Edna Township, withdrew his application.
Withdrawn;» #
Application for Michael J. Hofer. Big McDonald Lake (56-386), was
tabled upon his request until the March 1992 Planning Commission
Meeting.
Tabled;
otter Tail County Board of Commissioners
September 11, 1991
Page 2
Kenneth R. Schmidt, West Battle Lake
Steven G. Walivick, Otter Tail River
Delores M. Johnson, Otter Tail River
Rick L. Quam £ Don W. Nienaber, Lake Lida
Roy Doty/Michael Walters, Dead Liek
Harold L. Collins, Heilberger Lake
Richard A. Dutton, West McDonald Lake
Terrance Nelson, Eagle Lake
Terrance Nelson/Don Westra, Eagle Lake
Olson North Shore Association, Eagle Lake
Jim L. Myhre, Jewett Lake
Leon J. McNellis, Pleasant Lake
Henry Siems £ Joe Westerholm, Scalp Lake
Minutes of the Planning Commission are available for inspection at the Land £ Resource
Management office.
Motion by Stone, seconded Windels and carried to uphold the denial as recommended by the
Planning Commission on John P. Donelan, West Battle Lake.
Motion by Windels, seconded Lee and carried to uphold the denial as recommended by the
Planning Commission on Harold W. Riemenschneider/L.P. Rudek, Marion Lake.
Motion by Stone, seconded Lee and carried to refer Marilyn J. Brunkow/Orvis Jibben, East
Battle Lake, back to the Planning Commission for reconsideration.
Motion by Lee, seconded Windels and carried to refer Raymond Lamb, Pelican Lake, back to
the Planning Commission for reconsideration.
seconded Lee and carried to refer Taylor InvestmentMotion by Windels,
Corporation/Maurice Baltes, Dead Lake, back to the Planning Commission for
reconsideration.
Sewage Disposal Installers License
Motion by Lee, seconded Windels and unanimously carried to approve the applications of
Ken Erickson Construction, owned by Kenneth Erickson.
Date Processing
Data Processing Department Head Tim Brand requested approval of the Board regarding
on-site classroom training (Blacksmith) with Stauffer for the Data Processing staff with
emphasis on performance considerations and to include an analysis of our current
computer system with recommendations on improved efficiency. Approximate cost for this
project is $7,000. Motion by Lee, seconded Stone and unanimously carried to approve the
on-site training and computer analysis by Stauffer with the understanding that $7,000 is
in the 1991 Data Processing budget. Brand was asked to report to the Board on
completion of this project.