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HomeMy WebLinkAbout46000040017008_Conditional Use Permits_11-19-2008Conditional Use Permits Barcode 128 \ OTTER TAIL CO Conditional Use Permit # kfjA'I Owner’s Name ^ j Property Address I ________. Location: Lake No.(^^ Sec. Twp. Range 3Q Twp. & OQt)f^6onMr~ Work Authorized: QmumpUfhb SiMiwiiXjuO ih OP/L6JJ S1U ilu^Uh iliij5j K, \ 4y/g/?9 lofoi/t:^ Land and Resource Managemen! Official / Date Valid: 1. Entire area shaii be stabiiized within 10 days of the compietion of any earthmoving unless othenwise stated. 2. Owner is legally responsible for all surface water drainage that may occur. 3. If the terms of this permit are violated the entire permit may be revoked and the owner may be subject to legal prosecution. 4. This card shall be placed in a conspicuous place not more 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. 5. NOTIFY DEPARTMENT OF LAND AND RESOURCE MANAGEMENT, TELEPHONE (218) 998-8095, WHEN AUTHORIZED WORK HAS BEEN COMPLETED.BK-1004-046 319.993 • Vicior LuftOMn Co . Prwurt • Forgut FalM. MN • 1-600-346-4870 1049017 OFFICE OF COUNTY RECORDER OTTER TAIL MINNESOTA I hereby certify that 104901 ^ this instrument #_' was fiied/recorded in.this office for recog^njthe__i.day of anyprty.2008 at Wendy L. Metcaif, County (Reco;^erhy; V /O ^-Ho-COciJ recording fee /X weli certificate THE ABOVE SPACE IS RESERVED FOR THE COUNTY RECORDER APPLICATION FOR CONDITIONAL USE PERMIT 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 370— 1^3 Ids 2(^-^7-Z7ol Application Fee COMPLETE THIS APPLICATION IN BLACK INK Receipt Number Accepted By / Date PROPERTY OWNER(S) Uktt jAit;p T^AyAJA *FLLL.ct< (ItvortL/v 0rn^TvviL- , mm 7 ( DAYTIME PHONE MAILING ADDRESS '-1 f GCZ)OTTt?Yt_ 77^' ^LAKE NAME ______LAKE CLASSLAKE NUMBER 4 13 M RANGE 37 TOWNSHIP NAMESECTIONTOWNSHIP PARCEL NUMBER E-911 ADDRESS HLOWATT~gYZT>\ t d ■ M / f ) fLEGAL DESCRIPTION CONDITIONAL USE PROJECT REQUESTED (Please circle the appropriate request) Topographical Alteration Commercial Use Forest Land Conversion___ Miscellaneous Cluster Development___ Extractive Use Industrial Use SPECIFY YOUR REQUEST. PLEASE BE BRIEF AS THIS WILL BE USED FOR PUBLIC NOTIFICATION. C-Up T-O '^61 Cjll^KL op ^TtLU SC’CE F^YL (2e^(nju(2CS S>- I UNDERSTAND THAT APPROVAL OF THIS REQUEST APPLIES ONLY TO THE USE OF THE LAND. I ALSO UNDERSTAND THAT OTHER PERMITS MAY BE REQUIRED, IT IS MY RESPONSIBILITY TO CONTACT LAND & RESOURCE MANAGEMENT REGARDING THIS MATTER. DATE APPLICANT MUST BE PRESENT AT THE HEARING (Applicant Will Receive Notification As To The Date/Time Of Hearing) I TimeDate Of Planning Commission Hearing Planning Commission Recommendation November 19, 2008 - Motion: A motion by Schwartz, second by Maske to approve as presented. Chairman/Otter County Planning Commission County Board Action \/^ Approved As Recommended ____Denied As Recommended Other m.Date of Final Actionhairmah/Otter Tail County Board of Commissioners ^ L & R Official/Date' 'CONDITIONAL USE PERMIT # Permit(s) required from Land & Resource Management X NoYes (Contact Land & Resource Management) OH idCopy of Application Mailed to Applicant, Co. Assessor and MN DNR L & R Official/Date bk 062007-006 ^---------COUIiTy g>TE AlP HI&H HO. 1 ft'L'\W Uooa peep;/N ft<S«45'42 ' rt SEC. 4, T. 134, R. Sq COV'T LOT q IrAP^OXlMAI?! LOCATON OP iBagje; MOU4P / I SrSTEM /--------------1 I IAPPOXtMATBIILOCATON Offe; MOi^ meI I&T6TE-1 I IIII---------------1 PLEASURE PARK ROAP 8 NC OORNW OP LOT 4S' PLEASURE PARK BEACH AS REOUtREP 47 APPOXIMATB LOCATION OPPLEASURE PARK re;$HEPBEACH rE;«’CLL TO BEREMOVEP NEKXPRJLLBP 1 P4ELL I re; pet ( HOUSlN«I TO BE re; aara^eREMO/EP -O' SETBACK iMPERVIOUS SURFACE OALO/LATIONS 10'-O' SETBACK rx; 400 so, pt.1APPOXiMATB'2,72© SO. PT.COyO^EP RtiR^e,I CTLSeI Ilocationop re; lipt tank1/400 SO. PT.ERCP PORCH193©*\312 SO. PT.WORKSHOP <164 SO, P.TrARACe 376 SO. PT.»ORTE-COCHBRE-ii 532 SO. PT.NOOO PECK 1.440 SO. PT.sTORASe BUILPINC pmjMiNOus oRTTcmr APPOXIMATB LOCATION OPre; re; s(«st 3.346 so. PT.^ I HOUSE re; cabn SOS so. PT.CPIETE APRONS|CON«pecK TO BE re; HOUSE 12,©01 SO. PT.TOTAL IMPERVIOUS SURFACEREMOyEO SILTPB?^31,137 SO. PT.total site area I 23.0%IMPERVIOUS SURPACE I ®^*8TSq^lOOOt JeuRvBrLINS oRoim^ Ci-^ ARCHITECTURAL 61TE PLAN NORTH SCALE; r = 40'-0" THIS PRAAINd ANP THE INFORMATION THEREIN IS the PROPERTY OF N0R-60N, INC. ITS USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT KMRITTEN permission of NOR-SON, INC. IS PROHIBITED. THESE PLANS ARE COPYRiCHTED. © FLUCK RESIDENCE IMOR-SOIM^lillPATE; P3/14/OS SCALE; AS SH(PKSN PRAJAN BY; JMH CHEC<EP BY; PMM aI>u> 0 n OTTERTAIL LAKE, MN.Os'i'Architects ■ Construction Services 218-828-1722 7<300 HASTINGS ROAD BAXTER. MN 56425 ZP ARCHITECTURAL SITE PLAN 2A56JOB NO, Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 651—454—0002 Mn. Toll Free 1-800-252-1166 ©2008 Westwood Professional Services, Inc. COUNTY STATE AID HIGHWAY #1 EXTRA STRENGTH FILTER FABRIC — TYPE II - ADD WIRE MESH BACKING TYPE III - ADD WIRE MESH AND HAY BALESC5 STEEL OR WOOD POST Vl2^ ViaNTTY MAPtTO’-O” MAX. SPACING WITH WIRE SUPPORT FENCE 6-0” MAX. SPACING WITHOUT WIRE SUPPORT FENCE V ’I f- 9” MAX. RECOMMENDED STORAGE HEIGHT PONDING HEIGHT FILTER FABRIC, ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF E.O.F. = 1323.1 TO BE MAINTAIN PONDING HEIGHTSTEEL OR 36” HIGH MAX WOOD POST DURING CONSTRUCTION RUNOFF U /*c ^ I I •t J J' ■"‘V 4I ^ ^w i----T-p112”MIN/INRLTRATION BASIN #2 ^------MmL ^ 1322.00 3 j12”MINI Ls» 4”x6” TRENCH IBOTTOM = 1321.80 WITH COMPACTED BACKFILL STTEGRAVEL •^13 ALTERNATE DETAILSTANDARD DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVELPROPOSED SEPTIC MOUND ADDITION (BY OTHERS)%NOTE:■I1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. JS LAST REVISED: 03/03/08EXISTING SEPTIC MOUND SILT FENCE GD02 CONSTRUCT SWALE BOTTOM =* 1323.50 (4:1 MINIMUM SIDE SLOPE) GENERAL GRADING & DRAINAGE NOTES: • THE EXISTING SITE SURVEY WAS PREPARED BY ANDERSON, HOWE & LANGLIE, INC. THE PROPOSED SITE PLAN WAS PREPARED BY NOR-SON, INC. ALL CONTOURS AND SPOT ELEVATIONS ARE SHOWN TO FINISHED SURFACE/GUTTER GRADES UNLESS OTHERWISE NOTED. • REFER TO THE SITE PLAN AND CERTIFICATE OF SURVEY FOR MOST CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. • THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND TOPOGRAPHICAL FEATURES WITH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. • PLEASE REFER TO THE ARCHITECTURAL PLANS FOR DETAILS ON THE IMPERVIOUS REMOVAL AND LANDSCAPE RESTORATION PLANS. • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED AT ALL TIMES. ummES:E.O.F. - 1323.50 ' * 1) THE LOCATION OF EXISTING UNDERGROUND UTILITIES THAT ARE SHOWN, ARE SHOWN IN AN APPROXIMATE WAY ONLY. IT IS NOT GUARANTEED THAT ANY OR ALL EXISTING UTILITIES ARE SHOWN. OBUTERATETOP OF BERM * 1324.00 EXISTING DRIVEWAY •1323— 23.70INFILTRATION BASIN #1 2) THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. H.W.L = 1323.50 EXISTING SANITARY JoRCEMAIN TO BEBOTTOM = 1323.00 PROPOSED SANITARY FORCEMAIN REMOVED 3) THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY LEVEL D. THIS QUALITY WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED “STANDARD GUIDELINES FOR THE COLLECVON AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA”. (BY OTHERS) GENERAL NOTES:PARK ROAD THE CONTRACTOR IS TO CONTACT GOPHER STATE "ONE CALL” FOR UTIUTY LOCATIONS.LEGEND: THE CONTRACTOR SHALL PROVIDE A CLEAN SAWCUT EDGE FOR ALL BITUMINOUS REMOVAL AREAS.23.56TOP OF bIeRM =DENOTES BENCH MARK DENOTES SILT FENCE DENOTES EXISTING CONTOURS DENOTES PROPOSED CONTOURS DENOTES PROPOSED SPOT ELEVATION 1324.00 THE GRADING CONTRACTOR MUST BE AWARE OF ALL EXISTING AND PROPOSED UTILITIES. 23.80 PROPOSED SEPTIC TANKS 980ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES. ALL TRAFRC CONTROL SHALL BE IN CONFORMANCE WITH THE MINNESOTA MANUAL FOR UNIFORM TRAFRC CONTROL DEVICES (MMUTCD). FOR THE SIDEWALK DIMENSIONS AND CROSS SECTIONS PLEASE REFER TO THE ARCHITECTURAL PLANS. 98024.05 66.30 24.20 DENOTES EMERGENCY OVERFLOW ELEVATION BITUMINOUSPROVIDE SMALL SWALE IN HAUUNG HOURS MUST BE CONFIRMED WITH THE COUNTY PRIOR TO BEGINNING WORK.E.O.F.OFF NORTHTO DIRECT RUK TO BE EROSION CONTROL NOTES:REMDVED f f DENOTES PROPOSED BITUMINOUS SURFACE24.30staniIard silt kliatiarliift• ALL SILT FENCE, STORMWATER PONDING AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/ CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING. DIKES. HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE CONTRACT. • CEDING, MULCHING AND INFILTRATION AREAS WILL BE UTILIZED FOR SEDIMENT CONTROL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF SEDIMENT CONTROL MEASURES UNTIL FINAL GROUND COVER HAS BEEN ESTABLISHED AMD APPROVED BY THE OWNER. • IMFILTRATION AREAS SHALL BE USED FOR STORMWATER MANAGEMENT. HEAVY EQUIPMENT SHOULD NOT BE ALLOWED ON IMFILTRATION AREAS AS TO NOT COMPACT THE PROPOSED INFILTRATION AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF THE INFILTRATION AREAS UNTIL THE WORK HAS BEEN ACCEPTED BY THE OWNER. • TTE SWALES, BERMS, AND INFILTRATION AREAS SHALL BE CONSTRUCTED DURING THE COMMON EXCAVATION PHASE. THE INFILTRATION AREAS SHALL BE CONSTRUCTED TO FINAL GRADE AND PROTECTED FROM CONSTRUCTION EQUIPMENT TRAFFIC. • ALL EXPOSED SOILS MUST BE STABILIZED WITHIN 14 CALENDAR DAYS OF ROUGH GRADE COMPLETION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL STOCKPILES MUST HAVE ADEQUATE SEDIMENT TRAPPING SYSTEMS INSTALLED AROUND THEM. FENCE X48I TOP dI^IBERM = O 90’60’0’30’ • TOPSOIL SHALL BE PLACED TO A MINIMUM DEPTH OF 4 INCHES, • FOR TURF ESTABLISHMENT SPECIFICATIONS PLEASE REFER TO THE ARCHITECTURAL LANDSCAPING PLANS. • THIS PROJECT WILL BE DISTURBING LESS THAN ONE ACRE OF SURFACE AREA, THEREFORE A NPDES PERMIT WILL NOT BE REQUIRED. A BENCHMARK #1 - ELEV. = 1323.4 ^ TOP RIM OF LIFT STATION MANHOLE 20087645GDF01.dwgOTTER TA L LAKE 09/19/08 Sheet 1 OF 1Date Ken & Donna Fluck Prepared fonWestwood Professional Services, Inc 423 Laurel Street Bralnerd,MN 56401 I hereby certify that this plan was prepared by me or under my direct st^ervislon and diat I am a duly Uoenaed FROFESSIONAL under the laws of die State of Minnesota., Keeiahna:Grading, Drainage & Erosion Control Plan Perigned: Owdad; DKA Nor-Son, Inc.10/29/08 - MINOR VISUAL REVISIONS - DKA TTR PHONE 218-829-1751 218-8294733 TOLL FREE 1-809-270^95 DKADrawn:XJFAX c/o Paul Maid 7900 Hastings Road S. Baxter, Minnesota 56425 Darrick K Anderson 09/19/08 Record Drawing ty/date;Otter Tail County, Minnesota42826Westwoodwww.westwoodps.com license NaDate ( Westwood Professional Service^ Inc 423 Laurel Street Bralnerd, MN 56401 I hereby certify that this plan was prepared iy we or under nty direct si^ervision and that I am a dufy licensed PROFESSIONAL ENGINEER unda the laws of the State of Minnesota. Prepared fonRevUona;Perignedt Checked; PKA Drainage Area MapFluckNor-Son, IncTTR PHONE 218-829-1751 218-829-4733 TOLL FREE 1-800-270-9495 Drawn;DKAFAX c/o Paul Maid 7900 Hastings Road S. Baxter, Minnesota 56425 Iterrick K. Anderson 09/19/08 Record Drawing by/date;Otter Tail County, MBunnesota42826Westwoodwww.westwoodps.com license Ni» II -»5 i 1 /; If ri \M‘ -H K ... <r,-^.r^V” P:M] 7vi ■ jCff f ‘'*'>S^.. #v .V?'-’. J:w31. • - -v'^ v'»^T iC-if. . -V : *h ;» . -,»^'.;--' 04/29/2010H :.. -... ,.AA.,~'g -S-^i- ^sS’t I \r % ■^as^ !* i i 7] ■ »-lih? a" M — ,. *• .' i.i.; -'tr i ’■ot' ^>V .-•>:♦ . - j*. \.. rsTi*-47 ■V -OTU '■'J' .S' : “ > |f^iiy||l|pw. 0m!i)i h cm^FJueIc Preptr 2W^WM r. ' i ,.y i/: ;--i'. r -y !;■■■ •J k- i: oswAio njauSHi)«c co. mw ulm mm ivmts w h»< Minneeota Uniform Convoyuncin^? Blanks (fi/17/97)Form No. 5-MWARRANTY DEED^ IndividualUl to Joint Tenants 998022 cotfjo delinquent taxes and transfer entered; Certificate of Real Estate Value ( ) filed ( Certificate of Real ^tate Value No. OFFICE OF COUNTY RECORDER OTTER TAIL MINNESOTA I hereby certify that <J0gO22 was filed/recorded irijhis office for record on the_Z^_day of j/gjb (Date) ryyxu lTm^County Auditor V7t>. LO/r lifecormna weli certifrcate -cxjo ■'oy-ao/7-by; Deputy 0 DEED TAX DUE; %- (reserved for recording data)MAY 12, ?nnfiDate: FOR VALUABLE CONSIDERATION, MARK A. VIERKANT AMTl CYNTHTA AWM VTFPyANT. ___________HUSBAND AND WTFR.____________________________________________ hereby conveys and warrants to —KENNETH 0. FLUCK AND DONNA M ■ ■-F-LUCIU HUSBAND AND WIFE . Grantor, fmarUel atatuil _____________________ Grantees, as joint County, Minnesota, described as follows:OTTER TATT.tenants, real property in (OVER:) together with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: Check box if applicable:CD The Seller certifies that the Seller does not know of any wells on the described real property. CD A well disclosure certificate accompanies this document. 5^ 1 am familiar with the property described in this instrument and 1 certify that the status and nu mber of wells on the described real property have not changed since the last previously filed well disc^surecertificate. _ COUNTY OF OTTER TAIL STATE OF MH^NESOTA^deed tax S .Z, ;\flix Deed Ta.v Slump More 7 2 STATE OF MINNESOTA }88. COUNTY OF OTTER TAIL This instru ment was acknowledged before me on MAY 17 _______MARK A ?nnft VTERKANT AND CYNTHXA-.ANN VIERKAH-T-^..HUSBAND AND WIFE,by NOT.ARI.AI. S TAMP OR SKAL (OK OTHER TITLE OK HANK) i HlO^AlTJHt; OF 5™UC OR OTHER OFFICIAL IGARY A NEUMANN g/ NOTARY PUBLIC-MINNESOTA j My Commission Expires JAN. 31,2010 j IIII Check here if part or all of the land is Registered (Torrens) Q THIS INSTRUMKNT W,\K UKr\n k:U HY (N.AMK & Tnx StiUements for the real property described in this instrument should he sent to (include name ami address of Grantee):BOLL REALTYA09 MN. HWY. 78 SO. OTTERTAIL, MINN. 56571 KENNETH AND DONNA FLUCK 41860 RIVIERA DR. OTTERTAIL, MN. 56571 A portion of Gbvernfnerit Lot 9 in Sec, 4-134-39, described as follows: Beginning at the intersection of the east line of Pleasure Park, Beach and the mean high water line of Ottertail Lake; thence North on the east line of Pleasure Park Beach extending this line to the south right-of-way line of County Road A 48.1,5 feet; thence East on the south right-of-way line of said road 100 feet; thence South and parallel with east line of Pleasure Park Beach to a point on the mean high water , line of Ottertail Lake 100 feet east of the point of beginning; thence West along the mean high water ‘ line of Ottertail Lake 100 feet to the point of beginning. Parties of the first part reserve urito themselves the right to use the existing driveway as the same - now exists over and across portions of the abo ve described tract and grant unto party 'of the second part the right to use the said driveway as it now exists over and across the lands immediately to the east of the above described tract owned by partids of the first part. •» Fill Quantity Calculations for the Storm Water Management Plan as designed by Westwood Professional Services dated September 26*'’, 2008 Property Owners: Ken and Donna Fluck 42340 CTY HWY #1 Ottertail, MN 56571 Parcel # 46-000-04-0017-008 Driveways and Aprons: 5948 SF of area x 8” deep =147 CY House, porch, deck, garage, & shed berming for positive drainage: 274’ of berm x 10’ wide x 8” high =68 CY West property line berm: 284’ of berm x 2’ wide x 1’ high =21 CY North property area swale @ septic mound: 98’ of swale x 12’ wide x 6” deep =22 CY East property line berm: 174’ of berm x 2’ wide x 1’ high =13 CY South property area berm: 132’ of berm x 2’ x 1’ high =10 CY Total Fill Calculation:281 CY Note: Granular fill quantities hauled to the site for backfilling within the building foundations are not included in the totals above.