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Home My WebLink About38000120081004_Variances_08-08-2002OFFICE OF COUNTY RECORDER OTTER TAIL MINNESOTA I hereby certify that this instrument # _ was filed/recorded in this office for record on the 909125 909125 day of 2002 at der L::Peputy Wendy LMercaif /' t t - - -- .ae>v(^cL/y fecordina'fee I well certificate by: THE ABOVE SPACE IS RESERVED FOR THE COUNTY RECORDER APPLICATION FOR VARIANCE COUNTY OF OTTER TAIL COURTHOUSE, FERGUS FALLS, MN 56537 (218) 739-2271 Ext. 225 Otter Tail County’s Website: www.co.ottertail.mn.us Application Fee COMPLETE THIS APPLICATION IN BLACK INK Receipt Number Accepted By / DaXe^^fi/^^j PROPERTY OWNER f/FA/Ja.) .T) ■ v ZT^/JdS DAYTIME PHONE 7U^/D'73iO MAILING ADDRESS £S/53^ iJi^S La<StUa}A hfiLOS. AC^f? 5 - S'O 1! LAKE NUMBER LAKE NAME 'VlCXe^jF i TOWNSHIP L3Q RANGE ^1 LAKE CLASS ^ D TOWNSHIP NAMESECTION ! 3l PARCEL NUMBER E-911ADDRESS 33^nr>-d>ao -/£? -ooff! - 004 LEGAL DESCRIPTION Er di. 3 me CaE, Lar / o/= IX PE\/, e S /S'a' To ^ Miy UC TS', a/ /7T^ jZ> /3(^ 7-3/'fc) TYPE OF VARIANCE REQUESTED (Please Check) Sewage System \/ SubdivisionStructure Setback Structure Size Cluster Misc. SPECIFY VARIANCE REQUESTED Request a variance to replace an existing non-complying sewage system: Plan A.The drainfield will be 2’ from an existing garage and 2’ from the road right-of-way (required setback is 10”). Plan B;The drainfield will be 9’ into the road right-of-way (setback to road right-of-way is 10’). Maine Township has approved both plans. 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. SIGNAfURE OF PROPERtYoWNER U 7' DATE APPLICANT MUST BE PRESENT AT THE HEARING(Applicant Will Receive Notification As To The Date/Time Of Hearing) ^ '7 K 007'^1^3 sos SD^djufJ0^'l "i 5 0^^fS(y7 5/0: 7'-00^ 7'',)l^ ' ’>1} Vjcrr r f '\ ^ V diuj du f. 'io^-ooo^'i0-00! u^3)) (hu-^ r'ySho^o 33^ 0)^0 cLj-x^^ ■^^Co ^5^U-OO’^(hzcpL^ • <-.. ■ /'r- ,-D C7 7^ P l.'CS^ f'rn.Date Of Hearing TimeUJk Motion Franklin D and Karan A Jones - Approved as requested. (7:08 p.m.) Motion was made by Frank Lachowitzer, second by Steve Schierer and unanimously carried to approve (Plan B) the placement of the drain field 9’ into the road right-of-way noting the township acceptance of this location/plan. Chairman/Otter Tail County'Board of Adjustment Peri^(s) required from Land & Resource Management A Yes (Contact Land & Resource Management) No Copy of Application Mailed to Applicant And the MN DNR Official/Date BK-0402-001 309,424 - Victor Lundeen Company, Fergus Falls, Minnesota August 8, 2002 Page U 2 James and Linda Matter-Approved as requested with a condition. (6:45 p.m.) Continued. After consideration, motion was made by Randall Mann, second by Steve Schierer and unanimously carried to approve option 1 as requested and as depicted in the applicants’ drawing and application with the condition that before a site permit can be issued for the proposed development the applicants' gazebo must be moved out of the bluff impact zone. If was noted that the proposed development would have little or no impact on the bluff impact zone and that there is a significant amount of distance from the toe of the bluff to the river. Joe and Ellen Muehlegger-Approved with a condition. (6:55 p.m.) Joe and Ellen Muehlegger, St. Paul, MN, requested the following: "Pat from the Land and Resource Management office indicated that I need to apply for a variance for two reasons 1. new enclosed porch and new deck are too close to the lake, 2. impervious surface (with driveway) is over 25%. Notes; The new enclosed porch and covered deck is 60’ smaller than what was replaced and 2’ back further from the lake. Both neighbors on north and south approve of the replacement.” Per the applicant’s drawing the enclosed porch and the covered open deck are approximately 41’ from the ordinary high water level and 27.07% of the total lot area is covered with impervious surfaces. The property is described as Lot 73, Nedberg-Nye Survey Lots, Section 1 of Edna Township by Devils Lake. Letters from Craig and Vicki Wendt and Penny Moos in support of the variance as requested were read for the record. The audience was polled with no one speaking for or against the request; After consideration, motion was made by Steve Schierer, second by Cecil Femling and unanimously carried, to approve an after the fact variance for the location of the enclosed porch and covered deck with the condition that no more than 25% of the total lot area can be covered with impervious surfaces. It was noted that the applicants must be in compliance with the 25% impervious surface rule by September 30, 2002. Hardship is a substandard lot of record. Franklin D and Karan A Jones - Approved as requested. (7:08 p.m.) Franklin D and Karan A Jones, Laguna Hills, CA, requested a variance to replace an existing non complying sewage system: Plan A: The drain field will be 2’ from an existing garage and 2’ from the road right-of-way (required setback is 10’). Plan B; The drain field will be 9’ into the road right-of-way (setback to road right-of-way is 10’). Maine Township has approved both plans. The property is described as part of Government Lot 3, Section 12 of Maine Township by Pickerel Lake. Julian Wold represented the applicants at the public hearing. A letter from the Maine Town Board addressing the variance as requested was noted for the record. The audience was polled with no one speaking for or against the request. After consideration, motion was made by Frank Lachowitzer, second by Steve Schierer and unanimously carried to approve (Plan B) the placement of the drain field 9’ into the road right-of-way noting the township acceptance of this location/plan. Gregory A Hanson - Approved as requested. (7:15 p.m.) Gregory A. Hanson, Fargo, ND, requested a variance of 5’ from the required side lot line setback of 10’ for a replacement dwelling located 5’ from the south property line. The property is described as Parcel “E” in Government Lot 1, Section 33 of Lida Township by Lake Lida. Mike Hanson appeared along with the applicant at the public hearing. The audience was polled with Gale Pfeiffer speaking in support of the variance as requested. After consideration, motion was made by Cecil Femling, second by Paul Larson and carried with Mark Steuart and Steve Schierer voting no, to approve a variance of 5’ from the required side lot line setback of 10’ for the placement of a mobile home 5’ from the south property line. It was noted that there is a 10’ lake access area adjacent to the south lot line which will not be developed thereby leaving an adequate separation from the next occupied lot to the south. Hardship is a substandard lot of record. o'! ' /o - o'z. ^Aa—<LA-il/— I'uiU'V^ CLi^u^ Lot-Jt^ lfy\. •-'^-ouvk.^ ‘^^rf-'njt-<» 'PU<|^ j/il-'i-<-<-i CL^'<^ JLjO-J^^ /l-W" ^ ^ La'l^ r?T,>oy;^ ^ —• .^*-0 , i '''LeiL,^.^.^ UJo<.1' Franklin D. & Karan A. Jones 25152 Las Bo Isas Street Laguna Hills, CA 92653-5071 July 7, 2002 Board of Adjustment County of Otter Tail Fergus Falls, MN RE: Application for Variance - 33470 Pickerel Drive North Maine Township To Whom It May Concern: Since we live out of state we are unable to be present at the hearing for the variance requested for our property. Therefore, we respectfully request that Julian Wold be permitted to represent us in all matters regarding this variance request and any matters pertaining to the change in the sewage system located on this property. Mr. Wold can be reached at 33498 Pickerel Drive North, Richville, MN, 56576-9515. His telephone number is 218/495-2263.X We can be reached at (949) 768-0730 at any time. If we are out, we can be reached on our cellular telephones at (949) 677-0730 or (949) 291-9254. We submit this letter as a part of the Application for Variance dated July 7, 2002. Franklin D. Jones Karan A. Jones itness: Kathryn A. Emma PUn Sys.tem 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. Scale:feetgrid(s) equals feet, or inch(es) equals SUBMITTED BY:SIGNATURE: FIRM NAME;DATE: ADDRESS:MPCA LICENSE #: LICENSE CATEGORY: i III ! i:V ^,I ^0* S*' / VI o'I \: i 1\>V S i i 6'^/ \ BK - 0599 - 029 300.617 • Victor Lundeert Co., Pnntors • Fergus Fells. MN • 1-800-346-4870 SiTE DATA WORKSHEET LAND AND RESOURCE MANAGEMENT Otter Tail County 121 W. Junius Ave., Suite 130 Fergus Falls, MN 56537 OWNER: TELEPHONE NUMBERMIDDLEFIRSTLAST NAME ADDRESS: ZIP CODESTATESTR./RT.CITY TWP. NAMERANGESEC.TWP.LAKE/RIVER NO.LAKE NAME •j LEGAL DESCRIPTION:SOIL BORING LOG - Date COLOR & MUNSELL NO.DEPTH(INCHES)STRUCTURETEXTURE BLOCKY PLATY PRISMATIC NONEPARCEL NUMBER BLOCKY PLATY PRISMATIC NONE FIRE NUMBER NUMBER OF BEDROOMS BLOCKY PLATY PRISMATIC NONE GARBAGE DISPOSAL: YES NO WELL CASING DEPTH:ft.BLOCKY PLATY PRISMATIC NONE FLOODPLAIN: YES NO VEGETATION: AQUATIC TERRESTRIAL BLOCKY PLATY PRISMATIC NONE SLOPE^AT II^STALLATION SITE:% TYPE OF OBSERVATION: Probe Pit Boring PARENT MATERIAL: Till Outwash Loess Bedrock Alluvium COMMENTS: ORIGINAL SOIL:Yes No COMPACTED SOIL: Yes No DEPTH OF BORING:ft. PERC TEST #2PERC TEST #1 - TWO TESTS ARE REQUIRED - PERC RATEWATER DROPINTERVAL (MINUTES!WATER DEPTHWATER DROP PERC RATE TIMETIMEINTERVAL (MINUTES)WATER DEPTH STARTSTART DROP PERCTIME PERC RATEWATER DROPINTERVAL (MINUTES!WATER DEPTHPERC RATE TIMETIMEINTERVAL (MINUTES)WATER DEPTH WATER DROP REFILLREFILL TIME DROP PERCTIME DROP PERC PERC RATEWATER DROPINTERVAL (MINUTES!WATER DEPTHPERC RATE TIMETIMEINTERVAL (MINUTES!WATER DEPTH WATER DROP REFILLREFILL TIME DROP PERCDROPPERCTIME PERC RATEWATER DROPWATER DEPTHPERC RATE TIME INTERVAL (MINUTES)TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP REFILLREFILL DROP PERCTIMEDROPPERCTIME PERC RATEWATER DROPINTERVAL (MINUTES)WATER DEPTHPERC RATE TIMETIMEINTERVAL {MINUTES)WATER DEPTH WATER DROP REFILLREFILL DROP PERCTIMEDROPPERCTIME PERC RATEWATER DROPPERC RATE INTERVAL IMINUTES)WATER DEPTHWATER DROP TIMETIMEINTERVAL (MINUTES)WATER DEPTH REFILLREFILL PERCTIMEDROPDROPPERCTIME PERC RATEWATER DEPTH WATER DROPPERC RATE TIME INTERVAL (MINUTES)INTERVAL (MINUTES)WATER DEPTH WATER DROPTIME REFILLREFILL PERCTIMEDROPDROPPERCTIME PERC RATEWATER DEPTH WATER DROPPERC RATE TIME INTERVAL (MINUTES)TIME INTERVAL IMINUTES)WATER DEPTH WATER DROP REFILLREFILL TIME DROP PERCTIME DROP PERC PROPOSED DESIGN: PRESSURE DIST.GRAVITY DIST.MOUND HOLDING TANKTRENCHBEDATGRADE SPECIFY: — SYSTEM DESiGN ON BACK — OUTHOUSE OTHERSEWER LINE P!^y\ p System d6sign 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. Scale:grid(s) equals feet, or feetinch(es) equals SIGNATURE:SUBMITTED BY: FIRM NAME:DATE: IMPCA LICENSE #\ADDRESS: T LICENSE CATEGORY: * (kdP i I -•V ■r0^- r*!f i ■\ / o<G, ) !1r" a OH(L . Qls^. (A BK - 0599 - 029 300.817 • Victor LurtOeen Co . Priniors * Fergus Falls. MN * 1-800-346-4870 SITE DATA WORKSHEET LAND AND RESOURCE MANAGEMENT Otter Tail-County 121 W. Junius Ave., Suite 130 Fergus Falls, MN 56537 OWNER: TELEPHONE NUMBERMIDDLELAST NAME FIRST ADDRESS: ZIP CODESTATECITYSTR./RT. Twp. NameRANGETWP.SEC.LAKE/RIVER NO.LAKE NAME LEGAL DESCRIPTION:SOIL BORING LOG - Date COLOR & MUNSELL NO.DEPTH(INCHES)STRUCTURETEXTURE i BLOCKY PLATY PRISMATIC NONEPARCEL NUMBER BLOCKY PLATY PRISMATIC NONE FIRE NUMBER NUMBER OF BEDROOMS BLOCKY PLATY PRISMATIC NONE GARBAGE DISPOSAL; YES NO WELL CASING DEPTH:ft.BLOCKY PLATY PRISMATIC NONE FLOODPLAIN: YES NO VEGETATION: AQUATIC TERRESTRIAL BLOCKY PLATY PRISMATIC NONE SLOPE AT INSTALLATION SITE:% TYPE OF OBSERVATION: Probe Pit Boring PARENT MATERIAL: Till Outwash Loess Bedrock Alluvium COMMENTS; ORIGINAL SOIL:Yes No COMPACTED SOIL: Yes No DEPTH OF BORING:ft. PERC TEST #2PERC TEST #1 - TWO TESTS ARE REQUIRED - PERC RATEVtfATER DROPINTERVAL (MINUTES!WATER DEPTHWATER DROP PERC RATE TIMETIMEINTERVAL (MINUTES)WATER DEPTH STARTSTART TIME DROP PERC PERC RATEWATER DROPINTERVAL (MINUTES)WATER DEPTHTIMEINTERVAL (MINUTES)WATER DROP PERC RATE TIMEWATER DEPTH REFILLREFILL DROP PERCTIMEDROPPERCTIME PERC RATEWATER DROPINTERVAL (MINUTES)WATER DEPTHWATER DROP PERC RATE TIMETIMEINTERVAL (MINUTES!WATER DEPTH REFILLREFILL PERCTIME DROPTIME DROP PERC WATER DROP PERC RATETIMEINTERVAL (MINUTES)WATER DEPTHINTERVAL (MINUTES)WATER DROP PERC RATETIMEWATER DEPTH REFILLREFILL DROP PERCTIMEDROPPERCTIME PERC RATEWATER DROPINTERVAL (MINUTES)WATER DEPTHPERC RATE TIMETIMEINTERVAL (MINUTES)WATER DEPTH WATER DROP REFILLREFILL PERCTIMEDROPDROPPERCTIME WATER DROP PERC RATEWATER DEPTHPERC RATE TIME INTERVAL (MINUTES)TIME INTERVAL (MINUTES)WATER DEPTH WATER DROP REFILLREFILL TIME DROP PERCDROPTIMEPERC PERC RATEWATER DROPTIMEINTERVAL (MINUTES!WATER DEPTHINTERVAL (MINUTES)WATER DEPTH WATER DROP PERC RATETIME REFILLREFILL TIME DROP PERCDROPPERCTIME PERC RATEWATER DROPWATER DROP PERC RATE TIME INTERVAL (MINUTES)WATER DEPTHTIMEINTERVAL (MINUTES)WATER DEPTH REFILLREFILL TIME DROP PERCDROPPERCTIME PROPOSED DESIGN: PRESSURE DIST.GRAVITY DIST.HOLDING TANKATGRADE MOUNDTRENCHBED SPECIFY: — SYSTEM DESiGN ON BACK — OUTHOUSE OTHERSEWER LINE