The URL can be used to link to this page

Home My WebLink About55000110077000_Variances_08-04-2005Q-'^-2D0^^ OmCE OF COUNTY RECORDER OTTER TAIL MINNESOTA I hereby certify thato*. ^ this instrument a was filed/recorde^ this office for reco^on the.4__day of rr------U>u4----2005 at^^m .recording |ej^ well certifi^e 981631 Wendy L rder 7A THE ABOVE SPACE IS RESERVED FOR THE COUNTY RECORDER APPLICATION FOR VARIANCE COUNTY OF OTTER TAIL GOVERNMENT SERVICES CENTER 540 WEST FIR, FERGUS FALLS, MN 56537 (218) 998-8095 Otter Tail County’s Website: www.co.ottertail.mn.us 0^700, 'Application Fee I193SOCOMPLETE THIS APPLICATION IN BLACK INK Receipt Number Accepted By / Date / 7 ^?/) ^ 5t~ DAYTIME PHONEPROPERTY OWNER n\f\MAILING ADDRESS fpp (k'^ma LAKE CLASS &■ 1)LAKE NAMELAKE NUMBER yi’Sofr^'^hler^57Ll TOWNSHIP NAMETOWNSHIPRANGESECTION E-911 ADDRESS PARCEL NUMBER ^.S'HyOO- I)- 0017- 00 d LEGAL DESCRIPTION TYPE OF VARIANCE REQUESTED (Please Check) structure Setback ^ Structure Size ClusterSewage System Subdivision Misc. SPECIFY VARIANCE REQUESTED ifAn^vi SeXi^ci^ A-Z/poo '77 0-f Qc? 1)CLcK^P^ (^^I'^Cc'Hy )y\Ter)^e L s a nj a Vcx-tc> ^rL /o 6' SiJLLoh^'^ ^ 7l «L 77 f)orm fhL 70'L <1- o y' Co<f-L I UNDERSTAND THAT i HAVE APPLIED FOR A VARIANCE FROM THE REQUIREMENTS OF THE SHORELAND MANAGEMENT ORDINANCE/SUBDIVISION CONTROLS ORDINANCE OF OTTER TAIL COUNTY. I ALSO UNDERSTAND THAT OTHER PERMITS MAY BE REQUIRED, IT IS MY RESPONSIBILITY TO CONTACT LAND & RESOURCE MANAGEMENT REGARDING THIS MATTER. OcoiLci 7 7' I- 2o^5~_JS2_^_Ldj OF PROgjt/I SIGNATURE TY OWNER DATE APPLICANT MUST BE PRESENT AT THE HEARING(Applicant Will Receive Notification As To The Date/Time Of Hearing) ^ooS-Date Of Hearing Time Motion Darrel Bergan - Approved as modified with conditions. (6:53 p.m.) After discussion and consideration, Randall Mann made a motion, second by Paul Larson and unanimously carried, to approve a variance of 4’ from the required drain field setback of 10’ for the placement of a detached garage 6’ from the drain field with the following conditions: 1.) impervious surfaces cannot exceed 25% of the total lot area, 2.) the proposed garage must be at least 10’ from the side lot lines, and 3.) the proposed garage must be at least 20’ from the road right-of-way. The Board noted that the variance as approved does provide the applicant with a reasonable use of his property. / Chairm'ai^tter Tail County Board of Adjustment Permit(s) required from Land & Resource Management X Yes (Contact Land & Resource Management) No Copy of Application Mailed to Applicant, Co. Assessor and the MN DNR L R Official/Cfate bk 0903-001 315,694 • Vidor Lundeen Co., Primers • Fergus Falls, Minnesota System design must be to scale and must include the proposed location of the sewage system, all existing/proposed buildings, property lines, the ordinary high water level of the water body, wetlands, bluff and all water wells within 150' of the sewage system. If there are any questions, see the University of Minnesota Site Evaluation worksheets. Scale: arid(s) equals feet, or Jnch(es) equals feet r -4SIGNATURE: DATE: MPCA LICENSE #: LICENSE CATEGORY: // ^7/0^1SUBMITTED BY: LARRY'S EXCAVATING LARRY WOLD, OWNER PO BOX 565 FELTON, MN 56536 FIRM NAME: ADDRESS: h /f//»+ i I 4 4- —|_L -X. 'T L[4-I f 4-.i r-1'I ;T' 4 .. T-f "■ 4 1 J- ; 41 II 4 i-j—. r: i- ^ •1 rI’ I-4 1 I1 ' f I r- \[ I 4.4-4. : I i!]i :“!TrD"n:: tI*I t tlltrirtl !1 • • r ^I -|44-f— m C5.I i■~t—____________________ Co.. 313.016 • Victor lund»n Co., Prinfrs • Fergus F»ll^j|(IN •iaili3 1.800-34S-4B70BK- 0203 - 029 -f-1—t- RECEIVED JUL12Z005 i SITE DATA WORKSHEET LAND & RESOURCE MANAGEMENT, OTTER TAIL COUNTY (218-998-8095) 121 W. JUNIUS AVE. SUITE 130, FERGUS FALLS. MN 56537 www.co.otter-tail.mn.us ■% LAND & RESOURCE Sewage Treatment System Permit # OWMEB: T ■ TELEPHONE NUMBERMIDDLELAST NAME FIRST ADDRESS: (3 d ZIP CODESTATECITYSTR./RT n?cUcQ t\3.^ 12 TWP NAMERANGETWP.SEC.LAKE NAMELAKE/RIVER NO. SOIL BORING LOGLEGAL DESCRIPTION: COLOR & MUNSELL NO. DEPTH (INCHES)STRUCTURETEXTURE BLOCKY PLATY PRISMATIC NONE Soi^joT h PARCEL NUMBER ct>BLOCKY PLATY PRISMATIC NONE E-911 Address or Directions From Nearest Public Road BLOCKY PLATY PRISMATIC NONE NUMBER OF BEDROOMS GARBAGE DISPOSAL: YES ft.WELL CASING DEPTH:BLOCKY PLATY PRISMATIC NONE FLOODPLAIN: VJS VEGETATION: AQUATIC TERRESTRIAL SLOPE AT INSTALLATION SITE: <g>-/ BLOCKY PLATY PRISMATIC NONE % TYPE OF OBSERVATION: Probe Pit PARENT MATERIAL: Till ORIGINAL SOIL: No COMPACTED SOIL: Yes iWj DEPTH OF BORING (To 7' or restrictive layer): ft. Loess Bedrock Alluvium Date of Soil Boring. Date of Perc Test PERC TEST #2PERC TEST # 1 - TWO TESTS ARE REQUIRED - PERC RATEWATER DROPWATER DEPTHINTERVAL (MINUTES)PERC RATE TIMEWATER DROPWATER DEPTHINTERVAL (MINUTES)TIME STARTSTART PERCDROPTIMEPERCTIMEDROP VWTER DROP PERC RATEINTERVAL (MINUTES)WATER DEPTHTIMEPERC RATEWATER DROPINTERVAL (MINUTES) WATER DEPTHTIME REPILlREFILL PERCTIMEDROPPERCTIMEDROP PERC RATEWATER DEPTH WATER DROPTIMEINTERVAL (MINUTESIWATER DEPTH WATER DROP PERC RATEINTERVAL (MINUTES)TIME RERLLREFia PERCDROPTIMEPERCTIMEDROP PERC RATEWATER DEPTH WATER DROPINTERVAL (MINUTES)TIMEWATER DEPTH WATER DROP PERC RATETIMEINTERVAL (MINUTES)REFILLREFILL DROP PERCTIMETIMEDROPPERC WAtER DEPThT PERC RATEWATER DEPTH WATER DROPINTERVAL (MINUTES)PERC RATE TIMEINTERVAL (MINUTES)WATER DROPTIME REFIUREFILL TIME DROP PERCTIMEDROPPERC PERC RATEWATER DEPTH WATER DROPTIMEINTERVAL (MINUTESIPERC RATEWATER DEPTH WATER DROPINTERVAL (MINUTES)TIME REFIUREFIU PERCTIMEDROPPERCTIMEDROP PERC RATEWATER DROPWATER DEPTHTIMEINTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATETIMEINTERVAL (MINUTES)REFIUREFIU TIME DROP PERCPERCTIMEDROP PERC RATEWATER DEPTH WATER DROPTIMEINTERVAL (MINUTES)PERC RATEWATER DEPTH WATER DROPTIMEINTERVAL (MINUTES)RERUREFIU TIME DROP PERCTIMEDROPPERC PROPOSED DESIGN: PRESSURE DIST..GRAVITY DIST..MOUND.HOLDING TANKATGRADE.BED.TRENCH SPECIFY;________________ — SYSTEM DESIGN ON BACK — OTHER.OUTHOUSE.SEWER LINE. i August 4, 2005 Page # 2 Darrel Bergan - Approved as modified with conditions. (6:53 p.m.) Darrel Bergan, Sub Lot K of Government Lot 1, Section 11 of Scambler Township by Pelican Lake, requested a variance of 8’ from the required side lot line setback of 10’ for the placement of a 24’ by 26’ garage 2’ from the side lot line to allow for safer ingress and egress to the garage off of County Road No. 9, a variance of 4’ from the required side lot line setback of 10’ for the placement of a septic tank 6’ from the side lot line and a variance of 8’ from the required 10’ setback for the placement of the drain field 2’ from the garage. The audience was polled with no one speaking for or against the variance as requested. After discussion and consideration, Randall Mann made a motion, second by Paul Larson and unanimously carried, to approve a variance of 4’ from the required drain field setback of 10’ for the placement of a detached garage 6’ from the drain field with the following conditions; 1.) impervious surfaces cannot exceed 25% of the total lot area, 2.) the proposed garage must be at least 10’ from the side lot lines, and 3.) the proposed garage must be at least 20’ from the road right-of-way. The Board noted that the variance as approved does provide the applicant with a reasonable use of his property. Fred Altenbernd - Approved the variance application as requested. (7:07 p.m.) Fred Altenbernd, Lots 54 and 55 Provan Beach, Pelican Lake in Dunn Township, requested a variance of 6’ from the required ordinary high water level setback requirement of 75’ for a 16’ by 24’ addition to an existing dwelling 69’ from the ordinary high water level. The audience was polled with no one speaking for or against the variance as requested. After discussion and consideration, Cecil Femling made a motion, second by Michael Conlon and unanimously carried, to approve a variance of 6’ from the required ordinary high water level setback requirement of 75’ for a 16’ by 24’ addition to an existing dwelling 69’ from the ordinary high water level. The addition is to the roadside of the existing dwelling away from the ordinary high water level. Walter E Nordholm - Denied (7:10 p.m.) Walter E Nordholm, Et Al, Lots 16 and 17 Channel View, Otter Tail River in Otter Tail Township, requested a variance to have Lots 16 and 17 declared separate buildable lots and a variance of 83’ from the required ordinary high water level setback of 150’ for the location of a building area on Lot 16 67’ from the ordinary high water level. Earl Riley, one of the property owner, appeared with Walter Nordholm to represent the application. The audience was polled with Don Schapp speaking for the variance as requested. After discussion and consideration, Steve Schierer made a motion, second by Cecil Femling and unanimously carried, to deny the variance as requested as no adequate hardship unique to the property had been shown that would allow for the separation of these two substandard contiguous lots and this denial is consistent with past actions of the Board regarding the separation of substandard contiguous lots. Monte and Joy Thompson - Denied the side lot line request and approve the ordinary high water ievel request. (7:18 p.m.) Monte and Joy Thompson, Lot 1 Block 3 Lida Shores, Lake Lida in Lida Township, requested a variance of 19’ from the required ordinary high water level setback of 75’ and a variance of 6’ from the required side lot line setback of 10’ for the placement of a new foundation under an existing 24’ by 30’ cabin 56 or 57’ from the ordinary high water level and 4’ from the side lot line. The audience was polled with no one speaking for or against the variance as requested. After discussion and consideration, Paul Larson made a motion, second by Michael Conlon and unanimously carried, to deny a variance of 6’ from the required side lot line setback of 10’ as the applicants have adequate room to place the new foundation and structure 10’ from the side lot line and to approve a variance of 19’ from the required ordinary high water level setback of 75’ for the placement of the foundation/structure no closer to the ordinary high water level than the existing structure. Hardship is a substandard lot of record.