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Home My WebLink About37000990798000_Variances_06-02-2011is>-l-10\\ DOC# 1093144 PI1093144OFFICE OF COUNTY RECORDER OTTER TAIL COUNTY MINNESOTA 1093144 Fee: $46.00 Well Certificate [ ] Rec'dCertified, Filed and/or Recorded: June 09. 2011 10:45 AM Wendy L. Metcalf, Recorder Returned To: LAND & RESOURCE By: NDB 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 oo (^i)xn-CA9l Application Fee COMPLETE THIS APPLICATION IN BLACK INK Receipt Number Accepted By / Date 0X1\ nthrsvi) dlrrJ^ -nxhrJiO. NJf) Lido PROPERTY OWNER DAYTIME PHONE MAILING ADDRESS ObNo-94 7LAKE NUMBER LAKE NAME LAKE CLASS2. Lt Ad .^ XioSECTION TOWNSHIP RANGE TOWNSHIP NAME PARCEL NUMBER E-911 ADDRESS ,P-/od)0/n /I ^ l I dn n ^7nnM9n^Q9'nnn A mk' LEGAL DESCRIPTION Ud(\ s'mAha, Lo-h ^ ^ TYPE OF VARIANCE REQUESTED (Please Check) structure Setback Structure Size Sewage System Subdivision Cluster Misc. SPECIFY HOW YOUR PROJECT VARIES FROM ORDINANCE REQUIREMENTS. PLEASE BE BRIEF AS 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. jL f DATESIGNATURE OF/^OPERTY OWNER / AGENT FOR OWNER APPLICANT MUST BE PRESENT AT THE HEARING(Applicant Will Receive Notification As To The Date/Time Of Hearing) /!f/mLuAifl____^Date Of Hearing Time Motion Brian and Debora Brakke - Approved the variance as requested. (7:42 p.m.) After discussion and consideration, Steve Schierer made a motion, second by Michael Harris and unanimously carried to approve the variance as described in the application dated May 12, 2011 and as depicted on the drawing submitted with the application. The variance as approved allows the applicants to change the roof line on the existing footprint of the building (house). There will be no change to the existing footprint and the proposed development will not negatively impact the neighboring properties. ChaiFfrtan/Otter Tail County Board of Adju^ment Permit(s) required from Land & Resource Management Yes (Contact Land & Resource Management) V , No ^/^/// L R 'bfficial/DateCopy of Application Mailed to Applicant, Co. Assessor and the MN DNR bk 0407-001 329,512 - Victor Lundeen Company, Fergus Falls, Minnesota ? June 2,2011 Page # 4 Brian and Debora Brakke - Approved the variance as requested. (7:42 p.m.) Brian and Debora Brakke, Lot 21 Block 4 Lida Shores, Lake Lida in Lida Township, requested the following; We would like to change the pitch of the existing roofline from 4/12 pitch to 12/12 pitch, while replacing worn/old shingles and rotten roof boards. We are requesting a variance for existing cabin, being 36’ from the ordinary high water level, placing the cabin in shore impact zone; required ordinary high water level setback is 75’ and the required shore impact zone setback is 50’. The audience was polled with no one speaking for or against the variance as requested. After discussion and consideration, Steve Schierer made a motion, second by Michael Harris and unanimously carried to approve the variance as described in the application dated May 12, 2011 and as depicted on the drawing submitted with the application. The variance as approved allows the applicants to change the roof line on the existing footprint of the building (house). There will be no change to the existing footprint and the proposed development will not negatively impact the neighboring properties. Mike and Mona Johnson - Denied. (7:45 p, m.) Mike and Mona Johnson, Lots 10 and 11 Meyers Second Addition, West McDonald Lake in Dora Township, requested a variance of 10’ from the required top of bluff setback of 30’ for the placement of a garage 20’ from the top of the bluff. Proposed garage will encroach the toe of bluff by approximately 10’. The applicants were represented by Rob with Moore Engineering, Inc. and by Greg Nelson with Superior Lakeside. The audience was polled with no one speaking for or against the variance as requested. After discussion and consideration, Steve Schierer made a motion, second by Michael Harris and carried with Thomas Lee voting no, to deny the variance as requested noting that the previously approved variance does provide the applicants with a reasonable use their property and the neighbor has indicated in a conversation with Randall Mann, Chair, stating that with the previously approve variance he would still have access to his property/garage. The general opinion of the Board is that the previously approved variance was thought to be the most reasonable location/site for the placement of a single stall garage. It was also noted that not every property will support everything a property owner might desire. Darwyn and Wendy Smith - Approved a variance from the ordinary high water level and denied the side lot line variances as requested with a condition. (8:02 p.m.) Darwyn and Wendy Smith, Lot 36 Robinson’s Addition, Clitherail Lake in Nidaros Township, requested a variance of 30’ from the required ordinary high water level setback of 100' and variance of 3' and 6' from the required lot line setback of 10’ for the placement of year round structure 70’ from the ordinary high water level, 7’ from the side lot line on the southwest corner and 4’ from the side lot line on the northeast corner. A letter from Ruby Biederman opposing the variance as requested was read for the record. 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 Thomas Lee and unanimously carried, to approve the placement of a dwelling no closer to the ordinary high water level than the dwelling to the east and to deny the side lot line setback variances as requested with the condition that the shed currently located down by the lake and on the lot line must be placed in a location, as verbally agreed to by the applicant, in a location that complies with the setback requirement of the Shoreland Management Ordinance. The applicants’ property is a substandard lot of record. Note - the applicant can either remove and relocated the shed or remove and replace with a new shed so long as the setback requirements of the ordinance are met. Tom and Irene Yaeck - Approved the variance as requested with a condition. (8:14 p.m.) Tom and Irene Yaeck, Lot 9 Sandy Haven Development, Stalker Lake in Tordenskjold Township, requested a variance of 8’ from the required road right-of-way setback of 20’ for the placement of a 30’ by 36’ detached garage 12’ from the road right-of-way. 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 Steve Schierer and unanimously carried, to approve a variance of 8’ from the required road right-of-way setback of 20’ for the placement of a 30’ by 36’ detached garage 12’ from the road right-of-way with the condition that no more than 25% of the total eligible lot area can be covered with impervious surfaces. The variance as approved does not directly or indirectly grant any other variances for the proposed development. 1 1 ..1.I SStHMHHffflR-i T'7hD0 99^"799oo o Tax Parcel Number(s) The scale drawing must be a signed drawing which includes and identifies a graphic scale (feet), all existing and/or proposed structures, septic tanks, drainfields, lotlines, road right-of-ways, easements, OHWLs, wells, wetlands, topographic features (i.e. bluffs), and onsite impervious surface calculations. /. /r /t7 .■/ Seib % Impervious Surface Ratio (Must Complete Worksheet On Other Side) I i i- „i il Mo/ 1 s3:\IIfI m \iIfi ..-U \ \s I3 I r wif0t-(t Ii 7 1 £ W '^i I E saE Ij ! f ...S'ighature-bf’PnDger y^Gvm‘er|-j"'....j |™' r ^I I ri’'i I I \y\ I I I I I I I -i 1 f.H-DatW EBK.=338.596-*-Victor-LundMn Coi.PrirUers-v^fQUS Rall8,-MN-»—1r8Ci0-346-4870IITiTTII. IMPERVIOUS SURFACE CALCULATION WORKSHEET: List of Onsite (Existing and Proposed) Impervious Surfaces (must be shown on scale drawing): Ft2Structure(s): Ft2Deck(s): Ft2Driveway(s): Ft2Patio(s): Ft2Sidewalk(s): Ft2Stairway(s): Ft2Retaining Wall(s): Ft2Landscaping; (Plastic Barrier) Other:Ft2 Ft2TOTAL IMPERVIOUS SURFACE: Ft2LOT AREA: mi 130..%X100 =€ IMPERVIOUS SURFACE RATIOLOT AREATOTAL IMPERVIOUS SURFACE > ^ ‘ a I I ; T 31ooi??9o'7^^3<i 6 Tax Parcel Number(s) The scale drawing must be a signed drawing which includes and identifies a graphic scale (feet), all existing and/or proposed structures, septic tanks, drainfields, lotlines, road right-of-ways, easements, OHWLs, wells, wetlands, topographic features (i.e. bluffs), and onsite impervious surface calculations. // 7 % Impervious Surface Ratio (Must Compiete Worksheet On Other Side) t m■I..I..I. 1 I !I -rI riIii ,„c IS)5^I C \cM‘f I ....\ -It....(_ i: cr t2;TItIi::,1, i I ![,.i..1..1..-. ....--i r 3!3>1 - IT.■? Qt;^... s ....L . WA I I s ..i„'t1 Sighatura^f Proper y Owner f Date r ) ' —1-800-346-^870BK ^10909 -338.596.-Veto -Lundeert ftrgiis falls.-N4N-I II Job:(E6549) CustiMISCB / B 16' 12/12 ATTIC THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR’S LAYOUT Top chord 2x6 SPF 1650f-1.5E Bot chord 2x6 SP 2400f-2.0E :B2 2x4 SPF 1650M.5E: Webs 2x4 SPF Stud :W3 2x6 SPF 1650M.5E; 90 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-06 section 301.5. BC attic room floor loading: LL = 40.00 psf; DL = 10.00 psf; from 3-0-0 to 13-0-0. End verticals not exposed to wind pressure. Calculated horizontal deflection is 0.20" due to live load and 0.16" due to dead load. Collar-tie braced with continuous lateral bracing at 24" OC. or rigid ceiling. Deflection meets L/240 live and L/180 total load. 8'8' 4X4 3X4,3X4 12 12 CD CD !d1113X5,1113X5COo o o I 00 w:1114X8(1 III4X8(R) W3 CD CM I 8'1-1/8" 5X6 5X6 1113X5 1113X516' 6'9-1/8" 9'2-7/8" 10' 10'r-3'I 88#88# R=1890# RL=167/-167# W=3-1/2"R=1890# W^3-1/2" LEFT RAKE= 1'5"RIGHT RAKE = 1'5" DESC. = B 16' 12/12 ATTIC PLT. TYP.-WAVE SEQ= 585268 SCALE =0.2108QTY= 7 TOTAL= 7 REV. 10.02.06.1210.15DESIGN CRIT=MNIRC2006/TPI-2002 FT/RT=20^*(0%)/ 5(0) INSIALLING AND BRACING. PLATE INSTITUTE,**WA9NINO** TRUSSfcb KtQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,REf^R TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPl (TRUSS 218 NORTH LEE STR., SUITE 312, ALEXANDRIA. VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN. MADISON, Wl 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT” FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPl: OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPl. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H/SS/K) ASTM A653 GRADE 40/60 (W.K/H.SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPl 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSin-pl 1 SEC. 2. 42.0psf lO.Opsf lO.Opsf O.Opsf 62.0psf TC LL REF DATETC DL 04.08-2011 Northland Truss,BC DL DRWG, Systems, Inc. / Aderoro mdfe, NL BBSBC LL TOT.LD.O.'A LEN.16 1.15 JOB #: E6549DUR.FAC. ATICSPACING 24.0"TYPE C 16' 12/12 P.C. TRUSS 8' 4X8(R)l\ CD O CN y y h H h H Notice of Hearing for Variance Otter Tail County Government Services Center 510FirAveW Fergus Falls, MN 56537 (218) 998-8030/998-8041 Email - wstein@co.ottertail.mn.us www.co.otter-tail.mn.us Applicant and/or applicant’s representative must be present at the scheduled hearing. To Whom It May Concern: Brian and Debora Brakke 201 Oxbow Circle Oxbow, ND 58047 has made application to the Otter Tail County Board of Adjustment for a variance as per requirements of the Otter Tail County Shoreland Management Ordinance, the Otter Tail County Set Back Ordinance and/or the Subdivision Controls Ordinance. The Otter Tail County Board of Adjustment will assemble for this hearing on Thursday, June 2, 2011 at 7:30 p.m., in the Commissioners’ Room of the Otter Tail County Government Services Center, Fergus Falls, MN. (Please use the public entrance located on the northeasterly side of the Government Services Center. The second left off Fir Ave.) Individuals requiring special accommodations should contact the County Auditor’s office prior to the date of the public hearing.. a.- The property concerned in the application is legally described as _ Lot 21 Block 4 Lida Shores, Property Address - 26006 Lida Shores Loop Section 10, Township 136, Range 42 - Township Name - Lida Lake No. 56-747, Lake Name - Lida, Class - GD The variance requested is - the following: We would like to change the pitch of the existing roofline from 4/12 pitch to 12/12 pitch, while replacing worn/old ■ shingles and rotten roof boards. We are requesting a variance for.existing cabin, being 36’ from the ordinary high water level; placing the cabin in shore impact zone; required ordinary high water level setback is 75’ and the required shore impact zone setback is 50’. 'Wayne Stein Board of Adjustment Secretary Date: May 12,2011 OTTER TAIL COUNTY Fergus Falls, Minnesota State of Minnesota ) )SS County of Otter Tail) I, Wayne Stein, Secretary for the Board of Adjustment for Otter Tail County, Minnesota, do hereby certify that on the 16th, day of May, 2011 the attached Notice of Hearing for Variance was duly served upon the individuals listed below and/or included in the attachment: Brian D and Debora J Brakke, 201 Oxbow Cir, Oxbow, ND 58047 5007 Denise Boe, Twp Clerk of Lida, PO Box 382, Pelican Rapids, MN 56572 Lake Lida Assoc., Bob Engelstad, 1506 S. 12**^, Moorhead, MN 56560 Otter Tail County Cola, % John Matteson, 23674 W Silver Lake Rd, Battle Lake,MN 56515 Richard West, OTC HWY Engineer, 505 S. Court St. Suite #1 Fergus Falls, MN 56537 Terry Lejcher, DNR 1509 1^* Ave N. Fergus Falls, MN 56537 DNR Regional Administrator, 2115 Birchmont Beach Rd. NE, Bemidji, MN 56601 Board of Adjustment: Paul R. Larson, 21283 County Highway 65, Henning, MN 56551-9573 R. Stephen Schierer, 3310 Rollins Beach, Fergus Falls, MN 56537-4216 Thomas (Tom) Lee, 15600 Cty Hwy 118, Elizabeth, MN 56533-9559 Randall Mann, 532 N. Ann St., Fergus Falls, MN 56537 Michael Harris, 35387 Northern Lights TrI, Richville, MN 56576-9672 Joe Maske, 14833 Lake Olaf Rd S, Pelican Rapids, MN 56572 by placing a true and correct copy thereof in a sealed envelope, postage prepaid, and depositing the same in the United States Mail at Fergus Falls, MN, property addressed to each of the individuals listed above and/or listed in the attachment. Dated: May 16th, 2011 Wayne Stein, Secretary Otter Tail County Board of Adjustment By: Vi Manderud