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Home My WebLink About18000110077007_Variances_08-05-2010Variances 2 Barcode 128 Oe>lCG)2o\0 OFFlCe^^NESOTA S«!i«v.j-1078839 raV\"sr:o;<.eap^^^ 1078839 ffei '’5 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 received AUG 1 1 2010 land & RESOURCE ^Hoe>ooApplication Fee fm] COMPLETE THIS APPLICATION IN BLACK INK Receipt Number . Accepted By / Date Ro^CVT-r f Lav/Acl /^/yCTT'f^c.A 3SV2-^ Ci-^yj fs frrtt Lrte, ^4 DAYTIME PHONE 2-^^ -7 / ^ )'rnr/kPROPERTY OWNER MAILING ADDRESS GbS(o 2-< 3 EA(rV-\^LAKE NUMBER LAKE NAME ______LAKE CLASS _ E^Lri^C Lai^cISi/v/^0^SECTION TOWNSHIP I 'Sooowool^oo RANGE TOWNSHIP NAME PARCEL NUMBER E-911 ADDRESS '0^T7/ Py G*-4 Mg')} ^iy C'i*r L^h /o 3<£wys/o.J ^lUctch^cl CojKj O'f' -^vcU Dc-icrij>fi orv LEGAL DESCRIPTION TYPE OF VARIANCE REQUESTED (Please Check) structure Setback X Structure Size Sewage System Subdivision Cluster Misc. SPECIFY HOW YOUR PROJECT VARIES FROM ORDINANCE REQUIREMENTS. PLEASE BE BRIEF AS THIS WILL BE USED FOR PUBLIC NOTIFICATION. rtl/h’v.vv« fcV ny 4 uiMI S(X.v/i\Ac oV ~ 5>r . pr-opcst re,/>lAt-v^ fit ci/c'»'4fcrc/ J^cf^ u rff A decf^ o} ^ i4- %M -//te. >^Acr , Tla. Sch^f\ck '?'tflACe eY.ST^Yj "IWf 4*M(> i-F oA 3 cV )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. k^vA-r A MAtp4^C7t A A MIH— SIGNATURE OF PROPERTY OWNER/ AGEI^ FOR OWNER 7-/2-; o DATE APPLICANT MUST BE PRESENT AT THE HEARING(Applicant Will Receive Notification As To The Date/Time Of Hearing) S' /5oJdDate Of Hearing Time Motion Robert and Laurel Ritter - Approved the variance as requested with a condition. (8:25 p.m.) After consideration and discussion, Steve Schierer made a motion, second by Joe Maske and unanimously carried, to approve the variance as requested/described in the variance application dated July 12, 2010 and as depicted in the “Construction Plans for Retaining Walls and Lot Improvements" submitted with the variance application with the condition that no more than 25% of the total eligible lot area can be covered with impervious surfaces. The proposed development will be no closer to the ordinary high water level than the existing. The proposed development would be considered normal maintenance which is necessary at this time to protect both the property and the lake. ChWnan/Otter Tail County Board of AdiikTstment Permit(s) required from Land & Resource Management X Yes (Contact Land & Resource Management) No )ffidial/Date Copy of Application Mailed to Applicant, Co. Assessor and the MN DNR LR Offi bk 0407-001 329,512 - Victor Lundeen Company, Fergus Falls, Minnesota 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 19th, day of July, 2010 the attached Notice of Hearing for Variance was duly served upon the individuals listed below and/or included in the attachment: Robert and Laurel Ritter, % Kurt Maethner, 38425 Country Estates Road, Battle Lake, MN 56515 Eagle Lake Assoc., % Carol Bemis, PO Box 22, Battle lake, MN 56515 Mary Cullen, Twp Clerk of Eagle Lake, 11067 405*'^ Ave, Evansville, Mn 56326 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 Town Clerk Board of Adjustment: Paul R. Larson, 21283 County Highway 65, Henning, MN 56551-9573 Richard S. Schierer, 32117 260th Ave, Erhard,MN 56534 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, Richvilie, 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: July 19th, 2010 Wayne Stein, Secretary Otter Tail County Board of Adjustment By: Vi Manderud SANDRA L ALVSTAD 5020 HIGHLAND ST N TACOMA WA 98407 3118 GERALD & GAIL COLEMAN 19897 COUNTY HIGHWAY 1 E ELBOW LAKE MN 56531 9164 JERALD & SANDRA L CRAWFORD 405 FIELDSTONE LN HAMPSHIRE IL 60140 9608 OBED & BERDELL ELLINGSON ATTN DAVID L PLACE 510 VILLA CTN UNIT 113 PALM SPRINGS CA 92262 654 JON & TRUDY D DETERMAN 905 5TH AVE N WHEATON MN 56296 1225 RICHARD A & TWYLA M HILSCHER 771 14 1/2 AVE E WEST FARGO ND 58078 4009 DOUGLAS J NILL 120 6TH STSSTE 1100 ONE FINANCIAL PLAZA MINNEAPOLIS MN 55402 1801 CURTISELLE J OFFERDAHL 20870 JACQUARD LAKEVILLE MN 55044 5943 GREGORY D & JENNIFER M MAUE 15780 TARLETON CREST N MAPLE GROVE MN 55311 1504 RITTER TST 2336 STONE VALLEY RD ALAMO CA 94507 2232 DAVID & CAROL PLACE 510 VILLA CTN PALM SPRINGS CA 92262 654 ROBERT RITTER ET AL TRUSTEE 2336 STONE VALLEY RD ALAMO CA 94507 2232 JON D & MICHELLE WALSETH 1363 PORTLAND AVE SAINT PAUL MN 55104 6807 WILLIAM S & MARY P VARNEY 15201 65TH PLN MAPLE GROVE MN 55311 3268 We are requesting permission to replace the existing, aged and failing, retaining wqll system with a professionally engineered retaining wall system that is located within the 100 feet setback area and also within a bluff. See plans phase 2 C4.0. This retaining wall system will be 429LF in length and will be 3000 SF in size. Dirt work grade and fill will involve 550 CY. We also propose replacing the existing elevated deck with an equally sized deck made of wood and composite wood materials. At its closest point, the existing retaining wall is 34' from the high water mark. The new wall system will be 34' or greater from the high water mark. The step system between the three levels will be constructed of wood and wood composite materials. We have also applied for a conditional use permit where both phase 1 and 2 of this project are described We are attempting to be proactive with this project and complete it in a timely manner as to protect Eagle Lake and its environs. As part of the project we Intend to become compliant with our lakeside portable storage building by moving this W.O.A.S. off of the property. Variance August 5, 2010 Page U 4 Paul R. Johnson - Approved the variance for the proposed development with a condition. (8:18 p.m.) Paul R Johnson, part of Government Lot 1, Section 5 of Everts Township by Round Lake, requested a variance of 42’ from the required'Ordinary high water level setback of 100' for the placement of a dwelling 58’ from the ordinary high water level. The audience was polled with no one speaking for or against the variance as requested. After , consideration and discussion, l\/lichael Harris made a motion to approve the placement of the proposed development at least 50’ from the ordinary high water level. No portion of the proposed addition and or deck could be any closer to the ordinary high vvater level than 50’. This motion died for lack of a second. Randall Mann made a motion, seconded’by Paul Larson and unanimously carried, to approve the proposed development as described in the variance application with the condition that no portion of the proposed development can be any closer to the ordinary high water level than the existing structure. The existing structure is currently behind the existing building line. i and Laurel Ritter - Approved the variance as requested with a condition. (8:25 p.m.) Robert and Laurel Ritter, part of Government Lot 4, Section 11 of Eagle Lake Township by Eagle Lake, requested the following: We are requesting permission to replace the existing, aged and failing, retaining wall system with a professionally engineered retaining wall system that is located within the 100’ setback area and also within a bluff. : . This retaining wall system will be 429 LF in length and will be 3000 square feet in size., We also proposed replacing the existing elevated deck with an equally sized deck made of wood and composite wood materials. At its closest point, the existing retaining wall is 34’ from the high water mark. The new wall system will be 34’ or greater from the high water mark. As part of the project we intend to become compliant with our lakeside portable storage building by moving this structure off of the property. The audience was polled with no one speaking for or against the variance as requested. Kurt Maethner, property caretaker, Jeremy Anderson, Engineer with Design Tree Engineering Inc. and Matt a representative with Outdoor Renovations represented the'applicants at the'public hearing. After consideration and discussion, Steve Schierer made a motion, second by Joe Maske and unanimously carried, to approve the variance as requested/described in the variance application dated July 12, 2010 and as depicted in the “Construction Plans for Retaining Walls ahd Lot Improvements” submitted with the variance application with the condition that no more than 25% of the total eligible lot area can be covered with impervious surfaces. The proposed development will be no closer to the ordinary high waterJevel than the existing. The proposed development would be considered normal maintenance which is necessary at this time to protect both the property and the lake. David Braton - Approved the variance application as modified with a condition. (8:33 p.m.) David Braton, part of Government Lot 4, Section 27 of Lida Township by Lake Lida, requested the following: - House will require 29’ variance for a 46’ setback from lake (ordinary high water level) and a 4.7’ variance for a 5.3’ setback from the North and South Property lines. - West garage will require an 8’ variance for a 12’ setback from road right-of-way. - East garage will require a 13.T variance for a 6.9’ setback from the South line. A representative from Moore Engineering Inc. appeared with the applicant. The. audience was polled with no one speaking for or against the variance as requested. After consideration and discussion, Steve Schierer made a motion, seconded by Michael Harris and unanimously carried, to approve a variance of 29’ from the required ordinary high water level setback of 75’ for the placement of a dwelling 46’ from the ordinary high water level and at least 10’ from the side lot lines, to approve a variance of 8’ from the required road right-of-way setback of 20’ for the placement of the west garage 12’ from the road right-of-way as depicted on the drawing submitted with the variance application and a variance of 13. T from the required road right-of-way setback of 20’ for the placement of the east garage 6.9’ from the road right-of-way/south line as depicted on the drawing submitted \vith the variance application 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. Notice of Hearing for Variance Otter Tail County Government Services Center 510 Fir Ave W Fergus Falls, MN 56537 (218) 998-8030/998-8041 Email - wstein@co.ottertail.mn.us wvm.co.otter-tail.mn.us Applicant and/or applicant’s representative must be present at the scheduled hearing. To Whom It May Concern: Robert and Laurel Ritter c/o Kurt Maethner 38425 Country Estates Road Battle Lake, MN 565T5 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 u n 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. The property concerned in the application is legally described:as :part of Government Lot 4, Property Address - 38799 Eagle Lake Road South Section 11, Township 131, Range 40 - Township Name - Eagle Lake Lake'No. 56t253, Lake Name - Eagle, Class - GD The variance requested is - the following: We are requesting permission to replace the existing, aged and failing, retaining wall system with a professionally engineered retaining wall system that is located within the 100’ setback.area and also within a bluff. This retaining wall system will be 429 .LF in length and will be 3000 square feet in size. We also.proposed replacing the existing elevated deck with an-equally sized deck made of wood and composite wood materials. At its closest point, the existing retaining wall is 34’ from the high water mark. The new wall system will be 34’ or greater from the high water mark. As part of;the project we intend to become compliant with our lakeside portable storage :building by moving this structure off of the property. 'W(^ne Stein Board of Adjustment Secretary Date: July 16, 2010 1 I 1 4. (.t.m. III SCALE DRAWINGl FORM4- i-•1—7" \ KOoOW 0077007 Tax Parcel Number(s) The scale drawing must include the outside dimension (lotlines) of the property above the ordinary high water level, and must identify the type, size (square feet), and location of all existing and proposed structures, additional onsite impervious surfaces, road right-of-way(s), ordinary high water level(s), septic tank(s), drainfield(s), bluff(s) & wetland(s). Must also include all proposed topographical alterations. ^ 4 %Scale Impervious Surface Ratio (Must Compiete Worksheet On Other Side) -I -h --4-.. t'rf I j-- I I1... fI.1 T tt\\%±;iii:-1-._aX.i.u'4-[-T"i.i-iI ,r s LjAr^ :■[=.==]4t:==FX ;it4srln . ..I I i I..i.i.....I ii...t ±1I 1+X-'1............ +t :T ....“ I •I II I1i.u t----i 1 ...1.-7.. ■■■ r T f i!!_+~r 'f....Lr:f: I .1-I 'rt t i: 't —i"f" 14 r::r4+ItrIIi -L...4...._r:„f..••4-4'+i.1 !i:...:.....4-]'I.i-II 1 trjrt:■4 4 r:I I I ..1.I..1.."t L.._...I11..U4t ..1... ..m T.14 ...1 411;4■4..[■■t T'~ .T I-j.I 0T..L. i1:..L4 -M..L ..l„I"t i! ,.L_„ ,• •i 4I_I.ttTf1 r....1:"Ij i ..L_.. 104 i7'—14 [.i. 4*.Fk-i-4£a tH--■I - [ Signature of Prb^rty Owner ..I-..[.batel-JBK 1 1-4|0207 MN..»-l-flOO-34&407O ,Fm4+m+R Fergus Fells.I i h 4't TT""r ; 1 TII IMPERVIOUS SURFACE CALCULATION WORKSHEET: List of Onsite (Existing and Proposed) Impervious Surfaces (must be shown on scale drawing): Ft2Structure(s): 1 Ft2Deck(s): [HlVf .o Ft2Driveway(s): Ft2Patio(s): 3>oFt2Sidewalk(s): Ft2Stairway(s): I 'Ll.Ft2Retaining Wall(s); Ft2Landscaping: (Plastic Barrier) Other:Ft2 1 o, 3 H o Ft2TOTAL IMPERVIOUS SURFACE: Ho,I*} 5'Ft2LOT AREA: /o,3 H 0 .7_3-3 X100 =,% IMPERVIOUS SURFACE RATIOTOTAL IMPERVIOUS SURFACE LOT AREA *1'f f'--'A •>.- ■* h•{«*:•,•t-'/i t 1 <4 * f ■ i-t .> K J «V f^- #• / v; >. ’ » m:_ :•r». • f'■ i' ENGINEERING ^INCORPORATED 2510 Broadway Street South Alexandria, MN 56308 (320) 762-1290 (320) 762-8054 fax 1320 32nd Avenue N, Ste 170 St.Cloud, MN 5303 (320) 217-5557 (320) 217-5597 fax I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. JEREMY E. ANDERSON ijii/iolATE:LICENSE #: 44223 RETAINING WALL AND LOT IMPROVEMENTS EAGLE LAKE, OTTER TAIL COUNTY, MINNESOTA THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING DATE 06/08/10 SCALE:AS SHOWN DRAWN BY:RJK CHECKED BY:JEA 00010008PROJECT NO. NO.DATE DESCRIPTION TITLE PAGE DRAWING NO. Tl.O' ^ Design TreeENGINEERING'^INCORPORATED 2510 Broadway Street South Alexandria, MN 56308 (320) 762-1290 (320) 762-8054 fax 1320 32nd Avenue N, Ste 170 St.Cloud, MN 5303 (320)217-5557 (320) 217-5597 fax I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REMY E. ANDERSON 1 M (oDATE:LICENSE #; 44223 RETAINING WALL AND LOT IMPROVEMENTS EAGLE LAKE, OTTER TAIL COUNTY, MINNESOTA THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING DATE 06/08/10 SCALE:AS SHOWN DFJAWN BY:RJK CHECKED BY:JEA 00010008PROJECT NO. DESCRIPTIONNO.DATE DETAILS DRAWING NO. Cl.O Design TreeENGINEERING ^INCORPORATED 2510 Broadway Street South Alexandria, MN 56308 (320) 762-1290 (320) 762-8054 fax 1320 32nd Avenue N, Ste 170 St.Cloud, MN 5303 (320)217-5557 (320) 217-5597 fax AGGREGATE FILL. 50PSI.ZIP TIE. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EREMY E. ANDERSON DATE:LICENSE #: 44223 - MEETS MN/DOT SPECIFICATICN 3891.F "STORM DRAIN INLET PROTECTION - FILTER BAG INSERT" - DESIGNED FOR NEENAH R-325Q-A OR R-3250-1 (MNDOT 801) FRAME CASTING RETAINING WALL AND LOT IMPROVEMENTS INFRASAFE - DEBRIS COLLECTION DEVICE EAGLE LAKE, OTTER TAIL COUNTY, MINNESOTA ROCK LOG/COMPOST LOG POP-UP HEAD 2.5' MAX SPACING THIS DF?AWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERINGGROUND LINE DATE 06/08/10 SCALE:AS SHOWN DRAWN BY:RJK CHECKED BY:JEA 00010008PROJECT NO. NO. DATE DESCRIPTION . FILL ROCK LOG WITH OPEN GRADED : CA-3 GRADATION. FLANGES AND A LID/COVER. SILT FENCE RING AND ROCK FILTER BERM USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 1;3 or LESS DETAILS DRAWING NO. Cl.l Design TreeENGINEERING ^INCORPORATED 2510 Broadway Street South Alexandria, MN 56308 (320) 762-1290 (320) 762-8054 fax 1320 32nd Avenue N, Ste 170 St.Cloud, MN 5303 (320)217-5557 (320) 217-5597 fax I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. / /■ JEREMY E. ANDERSON DATE:LICENSE #: 44223 RETAINING WALL AND LOT IMPROVEMENTS EAGLE LAKE, OTTER TAIL COUNTY, MINNESOTA THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING 06/08/10DATE AS SHOWNSCALE: DRAWN BY:RJK CHECKED BY:JEA 00010008PROJECT NO. NO.DATE DESCRIPTION EXISTING CONDITIONS DRAWING NO. C2.0 Design TreeENGINEERING ^INCORPORATED 2510 Broadway Street South Alexandria, MN 56308 (320) 762-1290 (320) 762-8054 fax 1320 32nd Avenue N, Ste 170 StCloud, MN 5303 (320) 217-5557 (320) 217-5597 fax I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. REMY E. ANDERSON LICENSE #: 44223DATE: RETAINING WALL AND LOT IMPROVEMENTS EAGLE LAKE, OTTER TAIL COUNTY, MINNESOTA THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING DATE 06/08/10 SCALE:AS SHOWN DRAWN BY:RJK CHECKED BY:JEA PROJECT NO.00010008 DATE DESCRIPTIONNO. SITE PLAN PHASE I DRAWING NO. C3.03D MODELING \ Design TreeENGINEERING ^-^INCORPORATED 2510 Broadway Street South Alexandria, MN 56308 (320) 762-1290 (320) 762-8054 fax 1320 32nd Avenue N, Ste 170 St.Cloud, MN 5303 (320) 217-5557 (320) 217-5597 fax I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. JEREMY E. ANDERSON DATE: H [O LICENSE #: 44223 RETAINING WALL AND LOT IMPROVEMENTS EAGLE LAKE, OTTER TAIL COUNTY, MINNESOTA THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING DATE 06/08/10 SCALE:AS SHOWN DRAWN BY:RJK CHECKED BY:JEA PROJECT NO.00010008 NO.DATE DESCRIPTION SITE PLAN PHASE II DRAWING NO. C4.0 / Design TreeENGINEERING'-^INCORPORATED 2510 Broadway Street South Alexandria, MN 56308 (320) 762-1290 (320) 762-8054 fax 1320 32nd Avenue N, Ste 170 St.Cloud, MN 5303 (320)217-5557 (320) 217-5597 fax I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. EREMY E. ANDERSON IM foDATE:LICENSE #: 44223 RETAINING WALL AND LOT IMPROVEMENTS EAGLE LAKE, OTTER TAIL COUNTY, MINNESOTA THIS DRAWING AND THE INFORMATION THEREIN IS THE PROPERTY OF DESIGN TREE ENGINEERING INC. USE BY THE HOLDER OR DISCLOSURE TO OTHERS WITHOUT THE PERMISSION OF DESIGN TREE ENGINEERING INC. IS PROHIBITED. IT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION OF DESIGN TREE ENGINEERING INC. REPRODUCTION OF THE MATERIAL HEREIN WITHOUT WRITTEN PERMISSION OF DESIGN TREE ENGINEERING INC. VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL SUBJECT THE VIOLATORS TO LEGAL PROSECUTION. COPYRIGHT @ 2010 BY DESIGN TREE ENGINEERING DATE 06/08/10 SCALE:AS SHOWN DRAWN BY:RJK CHECKED BY:JEA PROJECT NO.00010008 NO.DATE DESCRIPTION EROSION CONTROL DRAWING NO. C5.0