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HomeMy WebLinkAbout25000991071000_Conditional Use Permits_06-15-2005Conditional Use Permits 1 Barcode 128 OTTER TAIL COUNTY>5Ors) Conditional Use Permit# Owner’s Name ^ Property Address 'ho S^IVD Location: Lakaflr Sec. ^ Twp. Range Twp. Name >5-000-*^9 • «7r-ot>c)ComM^ lAf l\ UK t Work Authorized:/rprojtof<fe3taMc( L wore swco^ cleoL.r, g^i/ft •« «4 -fr^, 5nt»-<>s .Ifjts, .SVMi^ 4 yy »t(»w iUutw^t qeo^tt It * »>cf^ . (i^^/l>Uel fo (>a, xfoclLft w a.feoV< sI«»^ Sloc>er*<pO <r-eoat »f k>t(iNL. iy>jl li\S^«.(rer05lttn C^frol KCaiU^fS ^ HWlWZg ^dvciif^ Sidiwitf io »cKvt<<<S. AfP^ii- Ife^ Unw <1 Vt^yy> - *We m/uI U '-H) o- ji(Marix.'i 'to iCveA*)' 5MM.. 5fo^ Myst -kfwlijMt ’ 5 1 CO ■ V Valid:Expires: Land and Resource Managemen! Official / Date 1. Entire area shaii be stabilized within 10 days of the completion of any earthmoving unless otherwise 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 ■ Victor Lundeen Co . Prirtlers ■ Fergus Falls, MN ■ 1-800-346-4870 979341 OTTEBT^MINII^Jgg^l I hereby certify that this instrument ------------------------- was filed/recorded in this office on the-^—dayof ___ ___2005 ^ H ^ecoraing fro E-well certificate OFFICE OF COUNTY RECORDER for rec( 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 Application Fee Accepted By / Date ^/l^j0^ '~'T0 JJ _____________DAYTIME PHONE ^ COMPLETE THIS APPLICATION IN BLACK INK Receipt Number PROPERTY OWNER(S) MAILING ADDRESS 1<P^OZ LAKE CLASSLAKE NUMBER LAKE NAME OYOSECTIONTOWNSHIPRANGE TOWNSHIP NAME K 'h'ooo9?/o7/Oc>oPARCEL NUMBER LEGAL DESCRIPTION CONDITIONAL USE PROJECT REQUESTED (Please circle the appropriate request) Topographical Alteration Forest Land Conversion Commercial Use Cluster Development__ Extractive Use Industrial Use Miscellaneous SPECIFY YOUR REQUEST. PLEASE BE BRIEF AS THIS WILL BE USED FOR PUBLIC NOTIFICATION. As stated in project design submitted by West Otter Tail County Soil 8s Water Conservation District: The work shall consist of clearing 8s grubbing 8s disposal of trees, snags, logs, brush, stumps, shrubs 8s rubbish from the existing shoreline to facilitate the placement of geotextile 8s rock riprap as shown on the drawings. All materials cleared 8s grubbed from the designated area shall be disposed of by stockpiling on the property above the steep (2 horizontal to 1 vertical) slope 8s east of the baseline as shown on the drawings 8s approved by the Landowner. The work shall consist of installing measures or performing work to control erosion 8s minimize the production of sediment to water from construction activities. Approximately 163 linear feet of rock riprap revetment will be placed at the lake edge to protect the bank toe from wave erosion. The rock riprap will be underlain by geotextile. The slope above the planned geotextile and rock riprap will be excavated to a 2 (horizontal) to 1 (vertical) slope. The slope will be seeded and mulched. 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. 5V3 signature of property owner (S)DATE APPLICANT MUST BE PRESENT AT THE HEARING (Applicant Will Receive Notification As To The Date/Time Of Hearing) SCANNED )dWid. cdO^ '(hdMtJcM Mmm V- u)dJ OffiAjnmL TyytO Cippliistm- YoAsufi-ii- / 5. Hop5 ki.TimeDate Of Planning Commission Hearing Planning Commission Motion June 15, 2005: Motion: Motion by Schwartz, second by Maske to approve as presented. Chairman/otter Tail County Planning Commission County Board Action Approved As Recommended ____Denied As Recommended Other Chairman/Otter Tail County Board of Commissioners Dale of Final Action fcn5 L & R Offid(al/Date CONDITIONAL USE PERMIT # Permit(s) required from Land & Resource Management Yes (Contact Land & Resource Management) Copy of Application Mailed to Applicant, Co. Assessor and MN DNR No H> It I/l&R Official/Date bk 0204-006 317.339 • Viclof Lundeen Co., Printers • Fergus Fails. Minnesota OTC Board of Commissioners’ Minutes June 21, 2005 Page 3 Pianninq Commission Recommendations Conditional Use Permit - Bernard A. & lla K. Larson: Motion by Lee, second by Froemming, and unanimously carried to approve a Conditional Use Permit to install a new driveway with a condition as recommended by the Planning Commission. The property is described as Lot 2 BIk 1 Tri-Lakes Addition, Section 9 of Lida Township; Lake Lida (56-747). Conditional Use Permit - Todd Broyles C/0 Al Broyles: Motion by Mosher, second by Nelson, and unanimously carried to approve a Conditional Use Permit for a riprap and reshaping project as presented. The property is described as Canterbury Sands Lot 11 BIk 1, Section 28 of Everts Township; Silver Lake (56-302). Conditional Use Permit - James W. & Marion Miller: Motion by Mosher, second by Lee, and carried, with Froemming opposed, to approve a Conditional Use Permit to approve fill for construction of a new home with conditions as recommended by the Planning Commission. The property is described as Lot 2 Walkers North Shore Addition, Section 5 of Otter Tail Township; Otter Tail Lake (56-242). Conditional Use Permit - Tollefson Trust: Motion by Lee, second by Mosher, and unanimously carried approve a Conditional Use Permit to build a retaining wall and to place fill in several areas as presented. The property is described as Lots 11 & 12 BIk 2 & vac rd ad] and Lots 4 & 5 BIk 2 & vac rd adj, Pelican Beach, Section 2 of Scambler Township; Pelican Lake (56-786). Conditional Use Permit - Jeffrey Klimo: Motion by Froemming, second by Nelson, and unanimously carried to approve a Conditional Use Permit to utilize this property as a commercial building site for animal housing, grooming, and care, with a condition as recommended by the Planning Commission. The property is described as Pt NW)4 NW% ..(15 AC) Section 2 of Girard Township; Tamarack Lake (56-192). Conditional Use Permit - Larry Hilton: Motion by Froemming, second by Mosher, and unanimously carried to deny a Conditional Use Permit to fill low areas and remove fallen trees and stumps for the reasons stated by the Planning Commission in their June 15, 2005 minutes. The property is described as Parcels 19 & 20 in GL 4 (5 AC), Section 36 of Girard Township; East Battle Lake (56-138). Conditional Use Permit - Darrell & Margaret Nuloh: Motion by Mosher, second by Nelson, and unanimously carried to deny a Conditional Use Permit to create a sand area along the shore for the reasons stated by the Planning Commission in their June 15, 2005 minutes. The property is described as Lot 23 Crystal Beach, Section 24 of Clitherall Township; Clitherall Lake (56-238). Conditional Use Permit - Warren & Madene Keefe: Motion by Nelson, second by Froemming, and unanimously carried to approve a Conditional Use Permit to construct a driveway and level a site for building with conditions as recommended by the Planning Commission. The property is described as W 440’ of GL 6 laying S of St. Hwy #228 (9 AC), Section 22 of Hobart Township; Long Lake (56-388). %4Cah!::d Planning Commission June 15. 2005 Page 2 j' Al Broyles (Applicant's father) & Brad Mergens (West Otter Tall SWCD) represented the ■ Application. Motion: Motion by Schwartz, second by Maske to approve as presented. Voting: Ali Members in favor. James W. & Marion Miller-Approved With Conditions: A Conditional Use Permit Application (as stated by the Applicant): Like to request a Fill Permit - Conditional Use Permit: 2,027 cu yds plus compaction required (plans on file with Land & Resource Mgt. Office). Work to be done for construction of new home. Property is described as Lot 2 Walkers North Shore Addition, Section 5 of Otter Tail Township; Otter Tail Lake (56-242), GD. James & Marion Milier represented the Application. Ron Cizek & Ken Fluck (adjacent property owners East & West) expressed concerns regarding drainage & runoff onto their properties. Jeanette Olson expressed concern over potential damage to the Township Road (Riviera Drive) due to heavy truck traffic. Motion: Motion by Wilson, second by Schwartz to approve as presented with the following conditions: 1. Surface water run-off is contained on the Applicant's property. 2. The Applicant must insure that Township Road (Riviera Drive) is in the same condition at the end of the project as when the project begins. It was noted that the lot is large enough to accommodate the project. Voting: All members in favor except Trites & Zimmerman. Tollefson Trust-Approved As Presented: A Conditional Use Permit Appiication (as stated by the Applicant): Area 1 - Request to build 80 lineal feet of 2' high retaining wall 5' in front of foundation 65’ from the lake and backfill same using approx. 25 yds of fill. Area 2 - Request to place from 0” to 16” of fill in front of retaining wall and home 40’ from the lake, using approx. 50 yds of fill. Area 3 - Request to place from 0” to 12" of fill in area 60' x 100' between home and existing garage using approx. 134 yds. Area 4 - Request to cut and fill 4” to 6” around existing garage in an area of 10' x 84' moving approx. 7 yds. Total cubic yards from 215 to 230 yds. Fill material will be sand gravel mix with 6” topsoil and seeded. Property is described as Lots 11 & 12 BIk 2 & vac rd adj and Lots 4 & 5 BIk 2 & vac rd adj. Pelican Beach, Section 2 of Scambier Township; Pelican Lake (56-786), GD. Dennis & Patricia Toliefson & Jim Anderson (Contractor) represented the Application. Jim Anderson distributed copies of a proposed plan to control surface water run-off onto the westerly neighbor’s property. The plan was approved by the neighbor, Gary Lawrence, and copies of his letter of support were distributed and the letter was read by Chairman Olson. Motion: Motion by Arno, second by Wilson to approve as presented. Voting: All Members in favor. Break: At 7:50 P.M., the Commission took a 10 minute break. Jeffrey Klimo - Approved With A Condition: A Conditional Use Permit Application (as stated by the Appiicant): To utilize this property as a commercial building site for animal housing, grooming & care. The property is described as Pt NW1/4 NW1/4 ...(15 AC), Section 2 of Girard Township; Tamarack Lake (56-192), NE. Patrice Randt (Applicant’s daughter) represented the Application. Motion: Motion by Maske, second by Zimmerman to approve as presented with the condition that a 4’ x 8’ sign be allowed. Voting: All Members in favor. OTTER TAIL COUNTY PLANNING COMMISSION otter Tail County Government Services Center, 540 West Fir, Fergus Falls, MN 56537 218-998-8095 June 15, 2005 Meeting of the Otter Tail County Planning Commission was held on June 15, 2005 at 6:30 P.M. in the Commissioner's Room, Government Services Center, Fergus Falls, Minnesota. Roll Call: Members Present: Jim Arno, Rod Boyer, Joe Maske, Bert Olson, Robert Schwartz, David Trites (6:45 P.M.), Rick Wilson and Leona Zimmerman. Members Absent: Ken Erickson, Les Estes Michelle Eldien represented the County Attorney's Office and Bill Kalar represented the Land & Resource Management Office. Minutes of June 8. 2005: It was determined by the Commission that the June 8, 2005 Minutes will be considered at the July 13, 2005 Meeting, Correction - Minutes of May 11, 2005: A motion by Wilson, second by Zimmerman to approve the corrected Minutes of May 11, 2005 as presented. Voting: All Members in favor. Bernard A. & lla K. Larson - Approved With A Condition: A Conditional Use Permit Application (as stated by the Applicant): Install new driveway at less grade than existing 20% to a proposed 13.23% grade making access to property more navigable. New driveway will be 234’± in length & 10’ wide. Total cubic yards is: 532±. Embankment area to be compacted clay, geotextile fabric and either 4” recycled asphalt or crushed concrete top. 4:1 side slopes to be compacted clay with 4” black dirt, hydro- seeded and topped with an erosion control application. The property is described as Lot 2 BIk 1 Tri-Lakes 1*" Addition, Section 9 of Lida Township; Lake Lida (56-747), GD. Bernard & lla Larson represented the Application. Motion: A motion by Maske, second by Wilson to approve with the condition that a level access is made off of the Township Road. Voting: All Members in favor. Todd Broyles C/0 Al Broyles - Approved As Presented: A Conditional Use Permit Application (as stated by the Applicant): As stated in project design submitted by West Otter Tail County Soil & Water Conservation District (on file with Land & Resource Mgt. Office); The work shall consist of clearing & grubbing & disposal of trees, snags, logs, brush, stumps, shrubs & rubbish from the existing shoreline to facilitate the placement of geotextile & rock riprap as shown on the drawings. All materials cleared & grubbed from the designated area shall be disposed of by stockpiling on the property above the steep (2 horizontal to 1 vertical) slope & east of the baseline as shown on the drawings & approved by the Landowner. The work shall consist of installing measures or performing work to control erosion & minimize the production of sediment to water from construction activities. Approximately 163 linear feet of rock riprap revetment will be placed at the lake edge to protect the bank toe from wave erosion. The rock riprap will be underlain by geotextile. The slope above the planned geotextile and rock riprap will be excavated to a 2 (horizontal) to 1 (vertical) slope. The slope will be seeded and mulched. ,j.The property is described as Canterbury Sands Lot 11 BIk 1, Section 28 of Everts Township; Silver Lake (56-302), RD. t A 40 <r> \efore start of construction, the owners of any UTILITIES INVOLVED MUST BE NOTIFIED. THE EXCAVATOR IS RESPONSIBLE FOR GIVING THIS NOTICE BY CALLING "GOPHER S 'ATE ONE-CALL" AT C65I) A5A-0002 (TWIN CITIES METRO A !EA) OR'(BOO) 252-1166 (ALL OTHER LOCATIONS) AT LEAST U 1 HOURS PRIOR TO ANY EXCAVATION. TODD BROYLES SMOREL INE PRO TEC THE OWNER IS RESPONSIBLE FOR OBTAINING LAND RIGHTS km ALL PERMITS OR OTHER PERMISSION NECESSARY TO /perform AND MAINTAIN THE PROJECT. - GOVERNING SPECIFICATIONS - THE CONSTRUCTION AND MATERIAL SPECIFICATIONS PREPARED FOR THIS PROJECT SHALL GOVERN. THESE-SPECIFICATIONS ARE PART OF THE PLAN. CHANGES IN THE DRAWINGS OR SPECIFICATIONS MUST BE AUTHORIZED BY THE OWNER AND THE RESPONSIBLE ENGINEER, THE ENGINEER CERTIFIES TO THE BEST OF HIS PROFESSIONAL KNOWLEDGE, JUDGMENT, AND BELIEF, THAT THIS PLAN MEETS APPLICABLE NRCS STANDARDS. SHEET INDEX SHEET NO.TITLE I COVER PLAN - PROFILE S CROSS SECTIONS2 LEGEND SOIL BORING BUILDING WELL BENCH MARK. TEMPORARY CONTOUR CONTOUR, INDEX FENCE, EXISTING FENCE TO BE CONSTRUCTED___ FENCE TO BE REMOVEDDIVERSION STREAM MARSH COMMON EXCAVATION MUCK EXCAVATION EARTHRLU CLASS C COMPACTION EXISTING TILE UNE PLANNED TUBING UNE WATERSHED BOUNDARY CENTERUNE OF IMPROVEMENTS _ BASE LINE ORIGINAL GROUND DECIDUOUS TREE CONIFEROUS TREE IRON PIPE EMBANKMENT RIPRAP UTILITY POLE ® TH#1 O WELL + TBM#I -90------ — X X — ®——8 P_- . © i i iWI -%r --------0 I -4>esi o-5^T 133 N R 40 W N. E. QUARTER tf SEC. 28 EVERTS T.VP. I LOCATION MAP -o-t TODD BROYLES SHORELINE PROTECTION REVISIONS I heroby certify thot this pton, 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. Alva E./tf^yles Jr. /J THE OWNER SHALL NOTIFY THE ENGINEER AND SWCD AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. FAILURE TO DO SO WILL JEOPARDIZE THE ENGINEER'S TECHNICAL CERTIFICATION THAT THE PRACTICE HAS BEEN PERFORMED IN ACCORDANCE WITH THE PRACTICE STANDARDS AND SPECIFICATIONS REVISION Date ByNo. West Otier Tail Soil & Water Conservation District Otter Tail County, Minnesota PREPARED BY WEST CENTRAL MINNESOTA JOINT POWERS BOARD 809 8th St $E DETROfr UtKES, MINNESOTA 56501 (2f8) 846-7361 License § 10077 [Checked by A£B [Date 3—16—2004_[jheet 1_of_^Date Drown by JLH V I DESIGN REPORT SHORELINE PROTECTION for Todd Broyles The site is located in the NE 1/4 of Section 28, T. 133 N.,GENERAL: R. 40 W. (Everts Township), Otter Tail County, Minnesota, property is located on the east side of First Silver Lake. The DESIGN CRITERIA: The Natural Resources Conservation Service (NRCS) practice standards in the Field Office Technical Guide (FOTG) were used for design criteria. The primary practice is Streambank and Shoreline Protection (580). Supporting practices are Critical Area Planting (342) and Mulching (484). The NRCS National Engineering Field Handbook, Chapter 16, Streambank and Shoreline Protection, and Slope Protection for Dams and Lakeshores, Minnesota Technical Release 2 (TR2), October 1997, were used for design criteria. SOILS: The site is mapped in the Soil Survey of Otter Tail County as Arvilla-Sandberg complex, 6 to 12 percent slopes (711C). The landform is pitted outwash plains. This complex is exoessively drained, very deep, with a water table depth greater than 6 feet. The permeability is 6-20 inches per hour. The dominant parent material is glacial outwash. The soil is typically sandy loam, loamy sand and coarse sand material. The Unified Soil Classification is SP or SM material with no plasticity. SITE DESCRIPTION: The bank slope above the beach is approximately 40% with a bank height of less than 20 feet. The lakebed slope is approximately 8 (horizontal) to 1 (vertical). The water surface at the timeSILVER LAKE WATER SURFACE ELEVATIONS: of the survey (11-19-02) was approximate elevation 1332.5 MSL. The recorded water levels from years 1961 to 2002 indicate a maximum high water level of elevation 1332.95 in 2002 and a minimum low water level of elevation 1329.9 in 1961. The ordinary high water (OHW) was determined by the Department of Natural Resources to be at elevation 1331.9. Approximately 163 linear feet of rock riprapSHORELINE PROTECTION: revetment will be placed at the lake edge to protect the bank toe from wave erosion.The rock riprap will be underlain by geotextile. The slope above the planned geotextile and rock riprap will be excavated to a 2 (horizontal) to 1 (vertical) slope. The slope will be seeded and mulched. ^ SCAN I• » 2 The design parameters are as follows: Hazard - high 0.68 miles from the WNWEffective Fetch The still water elevation used for design purposes was assumed to be elevation 1332.5. Design Wave Height - 1.37 feet Revetment Slope Ratio - 8 (horizontal) to 1 (vertical) Wave Protection Height - 0.6 feet The upper limit of protection was determined to be at elevation 1333.1 MSL. The lower limit of protection was determined to be at elevation 1330.4 MSL. The median diameter (D50) rock size is 6 inches. The maximum diameter (Dioo) rock size is 15 inches. The minimum diameter rock size is 2 inches. The rock riprap revetment thickness is 15 inches. 3Date A1 Broyles, P.E. Conservation Engineer '(35 WEST CENTRAL MINNESOTA JOINT POWERS BOARD CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR TODD BROYLES SHORELINE PROTECTION SEC 28 T133N R 40 W WEST OTTER TAIL SOIL AND WATER CONSERVATION DISTRICT SCMIMEO Todd Broyles Shoreline Protection CONSTRUCTION SPECIFICATIONS Clearing and Grubbing Pollution Control Seeding and Mulching Excavation Topsoiling Rock Riprap Geotextile 2 . 5 . 6 . 21. 26 . 61. 95 . MATERIAL SPECIFICATIONS 523 . Rock for Riprap 592. Geotextile 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. Alva E rru License # 10077March 16, 2004 WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection March 16, 2004 CONSTRUCTION SPRCTFTCATION 2. CLEARING AND GRUBBING SCOPE1 . The work shall consist of clearing and grubbing and disposal of trees, snags, logs, brush, stumps, shriibs and rubbish from the existing shoreline to facilitate the placement of geotextile and rock riprap as shown on the drawings. PROTECTION OF EXISTING VEGETATION2 . Trees and other vegetation designated to remain undisturbed shall be protected from damage throughout the duration of the construction period. Any damages resulting from the Contractor's operations or neglect shall be repaired by the Contractor. MARKING3 . The limits of the area(s) to be cleared and grubbed will be marked by means of stakes, flags, tree markings or other suitable methods. designated by special markings placed on the trunk about six (6) feet above the ground surface. Trees to be left standing and uninjured will be CT,EARING AND GRUBBING4 . All trees not marked for preservation and all snags, logs, brush, stumps, shrubs, rubbish and similar materials shall be cleared from within the limits of the designated area. All stumps, roots and root clusters having a diameter of one (1) inch or larger shall be grubbed out to a depth of at least the excavation limit as shown on the drawings. Blasting will not be allowed. DISPOSAL5. All materials cleared and grubbed from the designated area shall be disposed of by stockpiling on the property above the steep (2 horizontal to 1 vertical) slope and east of the baseline as shown on the drawings and approved by the Landowner. Fe2-1WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection CONSTRUCTION SPECIFICATION POLLUTION CONTROL5 SCOPE1. The work shall consist of installing measures or performing work to control erosion and minimize the production of sediment to water from construction activities. 2 .MATERIALS Minnesota Department of Transportation "Standard Specifications for Construction" 2000 Edition shall apply, except as stated otherwise in this specification. 3 .EROSION AND SEDIMENT CONTROL MEASURES AND WORKS The measures and works shall include following: but are not limited to, the Staging of Earthwork Activities The excavation and moving of soil materials shall be scheduled to minimize the size of areas disturbed and unprotected from erosion for the shortest reasonable time. Seeding Seeding to protect disturbed areas shall occur as soon as reasonably possible following completion of that earthwork activity. Mulching Mulching to provide temporary protection of soil surfaces from erosion. Other Additional protection measures required by Federal, State, or Local Government. 4 .MAINTENANCE. REMOVAL. AND RESTORATION All pollution control measures and temporary works shall be adequately maintained in a functional condition for the duration of the construction period. All temporary measures shall be removed and the site restored to near original condition. March 12, 2004WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection 5-1 CONSTRUCTION 5PECTFICATION 6 ■ SEEDING AND MTTT.CHING SCOPE1. The work shall consist of preparing the area for treatment, furnishing and placing seed and mulch on the steep (2 horizontal to 1 vertical) slope above the planned geotextile and rock riprap. MATERIALS2 . All seed shall conform to the current rules and regulations of the State of Minnesota and shall be from the latest crop available. Seed Seed shall be labeled in accordance with current Minnesota state laws and the U.S. Department of Agriculture Rules and Regulations under the Federal Seed Act. Bag tag figures will be evidence of purity and germination. No seed will be accepted with a date of test of more than 9 months prior to the date of delivery to the site. Seed that has become wet, moldy or otherwise damaged in transit or storage will not be accepted. The percent of noxious weed seed allowable shall be as defined in the current state laws relating to agricultural seeds. Each type of seed shall be delivered in separate sealed containers and fully tagged unless exception is granted in writing by the Engineer. Seed tags and receipts are to be saved and provided to the Engineer. 3 .SEEDING MIXTURES AND DATES OF PLANTING Optimum Seeding Dates - Spring - May 15 to June 30 The seeding mixture shall consist of the Natural Resources Conservation Service CP-25 Mix. rates of Pure Live Seed (PLS) per acre) (See the following species and This mixture may be purchased from the West Otter Tail Soil and Water Conservation District. WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection 6-1 March 15, 2004 GRASSES PLS RATE (I,BS/ACRE)SPECIES Bison Big Bluestem Tomahawk Indiangrass Lodorm Green Needlegrass Itasca Little Bluestem Pierre Side Oats Grama Mandan Canada Wildrye Revenue Slender Wheatgrass Rodan Western Wheatgrass Bad River Blue Grama Dakota Switchgrass 3 . 00 0.50 0.25 0.50 1 ..90 0.25 0.75 0.35 0.25 0.25 Total PLS 8 . 00 FORBES PLS RATE (OZ/ACRE)SPECIES Black-Eyed Susan Yellow Coneflower Illinois Bundleflower Yarrow Purple Prairie Clover 1 2 2 1 2 Total PLS 8 SEEDBED PREPAPJ^TION AND TREATMENT4 . Areas to be treated shall be dressed to a smooth, firm surface. On sites where equipment cannot operate safely, the seedbed shall be prepared by hand methods by scarifying to provide a roughened soil surface so that broadcast seed will remain in place. Seedbed preparation may not be required except on compacted polished or freshly cut soil surfaces. Rocks larger than 6 inches in diameter, trash, weeds and other debris that will interfere with seeding or maintenance operations shall be removed or disposed of as directed by the Engineer. Seedbed preparation shall be discontinued when soil moisture conditions are not suitable for the preparation of a satisfactory seedbed as determined by the Engineer. 6-2 March 15, 2004WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection SRKDING. MULCHING AND STABILIZING5. SRP-dina All seeding operations shall’ be performed in such a manner that the seed is applied in the specified quantities uniformly on the designated areas. The seed shall be applied uniformly at the specified rate by broadcasting, drilling or hydroseeding. Harrow lightly or use a rake or similar tool following the seeding operation to cover the seed. Seeding shall be accomplished within 2 days after final grading is completed and approved. Mulching (Refer to Minnesota Department ofEROSION CONTROL BLANKET Transportation Specification 3885, Erosion Control Blankets) A dark colored blanket is preferred to keep the soil temperature as high as possible. 3885.1 SCOPE A biodegradable open weave blanket shall be applied uniformly to the entire slope length. The blanket shall be Category 2 with a Service Application of One Season. 3885.2 REQUIREMENTS Acceptable Type;A Straw IS (Netting on one side) Physical Requirements Erosion control blankets shall conform to Table 3885-1 and the following requirements. B Materia] Fiber Each erosion control blanket shall consist of a uniform web of interlocking fibers with net backing. B-1 WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection 6-3 March 15, 2004 The blanket shall be of uniform thickness with the material fibers being evenly distributed over the . entire area of the blanket.The blanket shall have sufficient porosity to shield the underlying soil surface from erosion and promote plant growth.All material shall have been properly cured to achieve curled and barbed fibers.All blankets shall be smolder resistant. Net Backing The net backing on each blanket shall consist of polypropylene mesh. The netting shall contain sufficient UV stabilization for breakdown to occur within a normal growing season. B-2 StitchingB-3 The material fiber in each blanket shall be securely attached to the net backing to prevent movement of the fiber in relation to the netting. be fastened together at a spacing not to exceed 2 inches. The blanket shall Staples The staples shall be U shaped, 11 gauge or heavier steel wire having a span width of 1 inch and a length of 6 inches or more from top to bottom after bending. B-4 Stabilizing The blanket shall be laid parallel to the direction of water flow with the netting on top. The blanket shall be spread evenly without stretching so the fibers are in direct contact with the soil. Adjacent strip edges shall be overlapped a minimum of 2 inches. Strip ends shall overlap a minimum of 10 inches with the upgrade strip on top (shingle style). Strip ends and end overlaps shall be stapled with not more than 12 inches between staples. All other joints and edges shall be stapled at 4 foot intervals. Additional staples shall be placed down the center of each blanket in a diamond pattern at a maximum of 4 foot intervals. All staples shall be inserted flush with the ground surface. Staples shall be as furnished by the manufacturer. The mulch will be applied no later than 2 working days after the seeding has been performed. 6-4WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection March 15, 2004 CONSTRUCTION SPECIFICATION 21. EXCAVATION SCOPE1. The work shall consist of the excavation required to shape the slope above the planned geotextile and rock riprap and disposal of the excavated materials.The toe of the excavated slope will be at elevation 1,333.9 as shown on the drawings. Ingress and egress to the site shall be as directed by the Landowner. CLASSIFICATION2 . Excavation will be classified as common excavation in accordance with the following definitions. Common excavation shall be defined as the excavation of all materials that can be excavated, transported and unloaded by the use of heavy ripping equipment and wheel tractor-scrapers with pusher tractors or that can be excavated and dumped into place or loaded onto hauling equipment by means of excavators equipped with attachments (such as a shovel, bucket, backhoe, dragline or clam shell) appropriate to the material type, character and nature of the materials. 3 .BLASTING Blasting will not be allowed. 4 .DISPOSAL OF WASTE MATERIALS All excavated materials will be designated as waste and shall be disposed of by stockpiling on the property above the steep (2 horizontal to 1 vertical) slope and east of the baseline as shown on the drawings and approved by the Landowner. EXCAVATION LIMITS5 . Excavations shall comply with OSHA Construction Industry Standards (29CFR Part 1926) S\ibpart P, Excavations, Trenching and Shoring. All excavations shall be completed and maintained in a safe and stable condition throughout the total construction phase. 21-1WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection February 27, 2004 Excavations outside of the lines and limits shown on the drawings or specified herein required to meet safety requirements shall be the responsibility of the Contractor in constructing and maintaining a safe and stable excavation. OVER-EXCAVATION6 . Excavation in earth beyond the specified lines and grades shall be corrected by filling the resulting voids with approved compacted earthfill. Prior to correcting an over-excavation condition, the Contractor shall review the planned corrective action with the Landowner and obtain approval of the corrective measures. The cost of unauthorized excavation and the backfill required to replace.unauthorized excavation shall be borne by the Contractor. 21-2WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection February 27, 2004 CONSTRUCTION SPECIFICATION 26. TOPSOILING 1.SCOPE The work shall consist of furnishing and spreading topsoil to minimum depth of 4 inches on the excavated slope above the rock- riprap as shown on the drawings. 2 .QUALITY OF TOPSOIL Topsoil shall consist of friable surface soil reasonably free of grass, roots, weeds, sticks, rocks or other unsuitable materials. The maximum size of rock fragments shall be 3 inches. 3 .FURNISHING Topsoil shall be furnished from an off-site source designated by the Contractor.The Engineer shall be granted access to the source for inspection and acceptance prior to delivery to the site. 4.SPREADING Spreading shall not be conducted when the ground or topsoil is frozen, excessively wet or otherwise in a condition detrimental to uniform spreading operations. Surfaces designated to receive a topsoil application shall be lightly scarified just prior to the spreading operation. Following the spreading operation, the topsoil surface shall be left reasonably smooth and without ruts or surface irregularities that could contribute to concentrated water flow down slope. WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection 26-1 March 5, 2004 CONSTRUCTION SPECIFICATION 61. ROCK RIPRAP 1 .SCOPE The work shall consist of the construction of rock riprap revetment. and thickness as shown on the drawings, shall be placed under the rock riprap. The rock riprap shall be placed to the lines, grades Nonwoven geotextile MATERIALS2 . Rock riprap shall conform to the requirements of Material Specification 523. It shall be free from dirt, clay, sand, rock fines and other materials not meeting the required gradation limits. At least thirty (30) days prior to delivery of rock from other than designated sources, the Contractor shall designate in writing the source from which rock materials will be obtained and provide information satisfactory to the Engineer that the material meets contract requirements. The Contractor shall provide the Engineer free access to the source for the purpose of obtaining samples for testing. The rock riprap shall be reasonably well graded in size as follows: Rock Size Approximate Percent of Total Rock Riprap Smaller than the Given SizeInch 12 100 8-11 6-9 2-3 85 50 15 Rock riprap meeting the requirements of Minnesota Department of i Transportation Specification 3601, Riprap Material Riprap is acceptable. Class II SUBGRADE PREPARATION3 . The rock riprap and geotextile shall be placed on the existing shoreline as shown on the drawings. 61-1 March 8, 2004WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection Rock riprap and geotextile shall not be placed until the foundation preparation is completed and the subgrade surfaces have been inspected and approved. FOnTPMENT-PLACED ROCK RIPRAP4 . The rock riprap shall be placed by equipment on the surfaces and to the depths specified. The rock riprap shall be installed to the full course thickness in one operation and in such a .manner as to avoid serious displacement of the underlying materials. The rock riprap shall generally be placed beginning at the lowest elevations and proceeding up the slope. Dumping of rock riprap at the top of the slope and rolling of rock down the slope wull not be permitted. Rock riprap shall not be pushed or rolled over the geotextile. Equipment will not be permitted to operate on top of the rock riprap once the rock is placed. Construction equipment shall not operate directly on top of the geotextile. The rock for riprap shall be delivered and placed in a manner' that will ensure that the riprap in-place shall be reasonably homogeneous with the larger rocks uniformly distributed and firmly in contact one to another with the smaller rocks filling the voids between the larger rocks. Some hand placing may be required to provide a neat and uniform surface. HAND-PLACED ROCK RIPRAP5 . Sufficient rock riprap shall be placed by hand to insure a neat uniform surface. It shall be securely bedded with the larger rocks firmly in contact one to another without bridging. Spaces between the larger rocks shall be filled with smaller rocks. Smaller rocks shall not be grouped as a substitute for larger rock.Flat slab rock shall be laid on its vertical edge. MEASUREMENT6 . The volume of each type of rock riprap will be measured within the neat lines shown on the drawings and computed to the nearest cubic yard by the" method “of 'average crdss'-bectiohal end areas . 61-2WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection March 8, 2004 CONSTRUCTION SPKCTFTCATIQN 9S. GEOTEXTILE SCOPE1 . This work shall consist of furnishing all materials, equipment, and labor necessary for the installation of geotextiles, geotextile shall be placed under the rock riprap as shown on the drawings. The QUALITY2 . The geotextile shall conform to the requirements of Material Specification 592 and this specification. The geotextile shall be nonwoven. Nonwoven geotextile meeting the requirements of Minnesota Department of Transportation Specification 3733, Geotextiles, Type III Geotextile is acceptable. STORAGE3 . Prior to use, the geotextile shall be stored in a clean dry location, out of direct sunlight, not subject to extremes of either hot or cold temperatures, and with the manufacturer's protective cover undisturbed. Receiving, storage, and handling at the job site shall be in accordance with the requirements listed in ASTM D 4873. SURFACE PREPARATION4 . The surface on which the geotextile is to be placed shall be the neat lines and grades as shown on the drawings. The surface shall be reasonably smooth and free of loose rock and clods, holes, depressions and projections. The geotextile may be placed underwater. PLACEMENT5 . Prior to placement of the geotextile, the soils surface will be reviewed for quality assurance of the design and construction. The geotextile shall be placed on the approved prepared surface at the locations and in accordance with the details shown on the drawings. -.March 5, 200495-1WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection The geotextile shall be unrolled along the placement area and loosely laid, without stretching, in such a manner that it will conform to the surface irregularities when material or gabions are placed on or against it. The geotextile may be folded and overlapped to permit proper placement in the designated area(s). Method 1 The geotextile shall be joined by machine sewing using thread material meeting the chemical requirements for the geotextile fibers or yarn. The sewn overlap shall be six (6) inches and the sewing shall consist of two (2) parallel stitched rows at a spacing of approximately one (1) inch and shall not cross (except, for any required re-stitching). The stitching shall be a lock-type stitch. Each row of stitching shall be located a minimum of two (2) inches from the geotextile edge. The seam type and sewing machine to be used shall produce a seam strength, in the specified geotextile, that provides a minimum of 90% of the tensile strength in the weakest principal direction of the geotextile being used, when tested in accordance with ASTM D 4884. The seams may be factory or field sewn. The geotextile shall ,be temporarily secured during placement of overlying materials to prevent slippage, folding, wrinkling, or other displacement of the geotextile. specified, methods of securing shall not cause punctures or other openings to be formed in the geotextile. Unless otherwise tears The geotextile shall be secured by: (a) pins approved and/or provided by the manufacturer, (b) by carefully placing small, smooth rocks or gravel materials, or (c) other equivalent methods that hold the geotextile in place■without damaging it. Method 2 The geotextile shall be joined by overlapping a minimum of 18 inches. The geotextile shall be secured against the underlying foundation material. Securing pins, approved and provided by the geotextile manufacturer, shall be placed along the edge of the panel or roll material to adequately hood it in place during installation. Pins shall be steel or fiberglass formed as a "U", "L", or "T" shape or contain "ears" to prevent total penetration through the geotextile. Steel washers shall be provided on all but the "U" shaped pins. The upstream or up- slope geotextile shall overlap the abutting down-slope geotextile. At vertical laps, securing pins shall be inserted through the bottom layers along a line through approximately the mid-point of the overlap. At horizontal laps and across slope laps, securing pins shall be inserted through the bottom layer only. Securing pins shall be placed along a line approximately two (2) inches in from the edge of the placed geotextile at intervals not to exceed 12 feet unless otherwise specified. 95-2WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection March 5, 2004 Additional pins shall be installed as necessary and where appropriate, to prevent any undue slippage or movement of the geotextile. The use of securing pins will be held to the minimum necessary. Pins are to remain in-place unless otherwise specified. Should the geotextile be torn or punctured, or the overlaps or sewn joint disturbed, as evidenced by visible geotextile damage, subgrade pumping, intrusion, or grade distortion, the backfill around the damaged or displaced area shall be removed and restored to the original approved condition. The repair shall consist of a patch of the same type of geotextile being used and overlaying the existing geotextile. When the geotextile seams are required to be sewn, the overlay patch shall extend a minimum of one (1) foot beyond the edge of any damaged area and joined by sewing as required for the original geotextile except that the sewing shall be a minimum of six (6) inches from the edge of the damaged geotextile. Geotextile panels joined by overlap shall have the patch extend a minimum of two (2) feet from the edge of any damaged area. The geotextile shall not be placed until it can be anchored and protected with the specified covering within 48 hours or protected from exposure to ultraviolet light, material be dropped on uncovered geotextile from a height greater than three (3) feet. In no case shall ■' « March 5, 200495-3WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection MATERIAL SPECIFTflATION S23. ROCK FOR RIPRAP SCOPE1. This specification covers the quality of rock to be used in the construction of rock riprap. QUALITY2 . Individual rock fragments shall be dense, sound and free from cracks, seams and other defects conducive to accelerated weathering. The rock fragments shall be angular to subrounded in shape. The least dimension of an individual rook fragment shall be not less than one-third the greatest dimension of the fragment. When directed by the Engineer, the rock shall be tested and shall have the following properties: Bulk Specific Gravity (sati^rated surface-dry basis) . less than 2.5 when tested in accordance with ASTM C 127 on samples prepared as described for soundness testing. 1.Not Absorption. Not more than 2 percent when tested in accordance with ASTM C 127 on samples prepared as described for soundness testing. 2 . Soundness. more than ten (10) percent when sodium sulfate is used or more than fifteen (15) percent when magnesium sulfate is used. The weight loss in five (5) cycles shall not be3 . METHODS OF SOUNDNESS TESTING?3 . Rock Cube Soundness. The sodium or magnesium sulfate soundness test for rock shall be performed on a test sample of 5000 ±300 grams of rock fragments, reasonably uniform is size and cubical in shape and weighing, after sampling, approximately 100 grams each. They shall be obtained from rock samples that are representative of the total rock mass, as noted in ASTM D 4992,. and that have been sawed into slabs as described in ASTM D 5121. The samples shall further be reduced in size by.sawing the slabs into cubical blocks. a. 523-1 1/97NRCS-NEH-20 WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection ^•SCM^ED The thickness of the slabs and the size of the sawed fragments shall be determined by the size of the available test apparatus and as necessary to provide, after sawing, the approximate 100 gram samples. Due to internal defects, some of the cubes may break during the sawing process or during the initial soaking period, not test any of the cubes that break during this preparatory Such breakage, including an' approximation of the Do process. percentage of cubes'that break, shall be noted in the test report. After the sample has been dried, following completion of the final test cycle and washed to remove the sodium sulfate or magnesium sulfate, the loss of weight shall be determined by subtracting from the original weight of the sample the final weight of all fragments which have not broken into three or more fragments. The test report shall show the percentage loss of the weight and the results of the qualitative examination. When directed by the Engineer, the rock shall also be tested in accordance with ASTM D 5240. Rock Slab Snundnp.RS .b. The average percent weight loss for the rock shall not exceed 20 percent when sodium sulfate is used or 25 percent when magnesium sulfate is used. FIELD DURABTT.TTY INSPECTION4 . Rock that fails to meet the material requirements stated above in a or b, may be accepted only if similar rock from the same source has been demonstrated to be sound after five (5) years or more of service under conditions of weather, wetting and drying, and erosive forces similar to those anticipated for the rock to be installed under this specification. A rock source may be rejected if the rock from that source deteriorates in three (3) to five (5) years under similar use and exposure conditions expected for the rock to be installed under this specification, even though it meets the testing requirements stated above. Deterioration is defined as the loss of more than one-quarter (1/4) of the original rock volume, or severe cracking that would cause a block to split. 1/97523-2NRCS-NEH-20 WCMJPB West Otter Tail SWCD Broyles Shoreline Protection Measurements of deterioration are taken from linear or surface area particle counts to determine the percentage of deteriorated blocks. shall be cause for rejection of rock from the source. Deterioration of more than 25 percent of the blocks 5 .GRADING The rock shall conform to the specified grading limits after it has been placed within the matrix of the rock riprap. SCANNED 1/97NRCS-NEH-20 WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection 523-3 MATERIAL SPECTFTCATION E92. NONWOVEN GEOTEXTILE SCOPE1 . This specification covers the quality of geotextiles. 2 .GENERAL REQUIREMENTS Fibers (threads and yarns) used in the manufacture of geotextile shall consist of synthetic polymers composed of a minimum of 65 percent by weight polypropylenes, polyesters, polyamides, polyethylene, polyolefins, or polyvinylidene-chlorides. They shall be formed into a stable network of filaments or yarns retaining dimensional stability relative to each other. The geotextile shall be free of defects and conform to the physical requirements contained in Table 1. The geotextile shall be free of any chemical treatment or coating that significantly reduces its porosity. Fibers shall contain stabilizers and/or inhibitors to enhance resistance to ultraviolet light. Thread used for factory or field sewing shall be of contrasting color to the fabric and made of high strength polypropylene, polyester, or polyamide thread, ultraviolet light as the geotextile being sewn. Thread shall be as resistant to CLASSIFICATION3 . The geotextile shall be classified as nonwoven. The fabric shall be formed by a random placement of threads in a mat and bonded by needle punching. Nonwoven fabrics shall be manufactured from individual fibers formed into a random pattern with distinct but variable small openings, retaining their position relative to each other when bonded by needle punching. SAMPLING AND TESTING4 . The geotextile shall meet the specified requirements (Table 1) for the product style shown on the label. NRCS-NEH-20 WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection 592-1 10/98 SCANNED Product properties as listed in the latest edition of the "Specifiers Guide", Geotechnical Fabrn cs Report. ADDRESS; Industrial Fabrics Association International, 1801 County Road B W, Roseville, MN 55113-4061; and that represenr.s minimum average roll values, will be acceptable documentation that the product style meets the requirements of these specifications. For products that do not appear in the above directory, or do not have minimum average roll values listed, typical test date from the identified production run of the geotextile will be required for each of the specified tests (Table 1) as covered under clause AGAR 452.236-76. SHTPPTNG and storage5 . The geotextile shall be shipped/transported in rolls wrapped with a cover for protection from moisture, dust, dirt, debris, and ultraviolet light. The cover shall be maintained undisturbed to the maximum extent possible prior to placement. Each roll of geotextile shall be labeled or tagged to clearly identify the brand. Class and the individual production run in accordance with ASTM D 4873. NRCS-NEH-20 WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection 592-2 10/98 TABLE 1 REQUIREMENTS FOR NONWOVEN GEOTEXTILES RfiquirementTest MethodProperty 180 minimumTensile Strength (pounds) (1) ASTM D 4632 Grab Test 320 minimumBursting Strength (psi) (1) ASTM D 3786 Diaphragm tester 50 minimumElongation at Failure (percent) (1) ASTM D 4632 80 minimumASTM D 4833Puncture (pounds) (1) 70 minimumUltraviolet Light (percent residual tensile strength) ASTM D 4355 150 hours exposure As specified, maximum #40 U.S. Standard Sieve Size Apparent Opening Size (AOS) ASTM D 4751 0.70 minimumPermittivity (sec’^) ASTM D 4491 Minimum average roll value (weakest principal direction)(1) 592-3NRCS-NEH-20 WCMJPB West Otter Tail SWCD Broyles - Shoreline Protection received JUN 0 9 2005ANDREW AND SHEILA SLENDER 14336 Park Avenue South Burnsville, MN 55337 (952) 432-1918 IAND& RESOURCE June 6,2005 Mr. Bert Olson Chairman Planning Commission Otter Tail County Government Services Center 540 West Fir Fergus Falls, MN 56537 Conditional Use Permit - Todd Broyles Property Canterbury Sands Lot 11, Block 1, Section 28 Everts Township Re: Dear Mr. Olson: This letter is in reference to the Notice of Public Hearing taking place on June 15,2005, for the conditional use permit requested by Todd Broyles. We are also property owners on the east side of Silver Lake, two lots north or Mr. Broyles’ property. We feel that the project design submitted by Mr. Broyles is vital to prevent the continued erosion that is occurring on the entire east shoreline of Silver Lake. If steps are not taken to stop this erosion, further damage will continue, destroying the natural beauty of Silver Lake. Unfortunately, we are unable to attend the public hearing but we wanted to write this letter to express our support of Mr. Broyles’ project. Thank you for your attention to this matter. Very truly yours. Andrew Stender OTTER TAIL COUNTY PLANNING COMMISSION NOTICE OF PUBLIC HEARING APPLICANT:Todd Broyles do Al Broyles 24624 W. Rivers Bend Road Fergus Falls, MN 56537 HEARING DATE/LOCATION: June 15, 2005 at 6:30 P.M. ** Commissioner's Room, Government Services Center West Fir Fergus Falls, MN 56537 CONDITIONAL USE PERMIT APPLICATION REQUEST {as stated by the Applicant): As stated in project design submitted by West Otter Tail County Soil & Water Conservation District (on file with Land & Resource Mgt. Office): The work shall consist of clearing & grubbing & disposal of trees, snags, logs, brush, stumps, shrubs & rubbish from the existing shoreline to facilitate the placement of geotextile & rock riprap as shown on the drawings. All materials cleared & grubbed from the designated area shall be disposed of by stockpiling on the property above the steep (2 horizontal to 1 vertical) slope & east of the baseline as shown on the drawings & approved by the Landowner. The work shall consist of installing measures or performing work to control erosion & minimize the production of sediment to water from construction activities. Approximately 163 linear feet of rock riprap revetment will be placed at the lake edge to protect the bank toe from wave erosion. The rock riprap will be underlain by geotextile. The slope above the planned geotextile and rock riprap will be excavated to a 2 (horizontal) to 1 (vertical) slope. The slope will be seeded and mulched. LAKE NAME/NUMBER/CLASS: Silver Lake (56-302), RD E-911 ADDRESS: NA (Adj. to 23685 Canterbury Sands TrI) LEGAL DESCRIPTION: Canterbury Sands Lot 11 BIk 1, Section 28 of Everts Township ** Weather Conditions may change the Hearing date and time. If bad weather occurs, please listen to the local Fergus Falls Radio Stations or contact the Land & Resource Management Office, by 4;30 p.m., for possible rescheduling of the Hearing.________________________________________________________________ The above Applicant has made Application to the Otter Tail County Planning Commission for a Conditional Use Permit as per the requirements of the Shoreland Management Ordinance of Otter Tail County. Details of the Application are available for viewing at the Land & Resource Management Office, Government Services Center 540 West Fir, Fergus Falls, MN 56537. Any comments regarding this request may be expressed at the Hearing or mailed to the Land & Resource Management Office at the above address. INDIVIDUALS REQUIRING SPECIAL ACCOMMODATIONS SHOULD CONTACT THE LAND & RESOURCE MANAGEMENT OFFICE PRIOR TO THE HEARING. June 1. 2005Bert Olson Mailing-BateChairman Planning Commission LAND AND RESOURCE MANAGEMENT OTTER TAIL COUNTY COURTHOUSE, FERGUS FALLS, MN 56537 STATE OF MINNESOTA ) ) ss COUNTY OF OTTER TAIL ) I, Marsha Bowman, duly appointed and Acting Secretary of the Otter Tail County Planning Commissi^ for Otter Tail County, Minnesota, do hereby certify that on /'^—day of CjeU/fiL', 2005, tjie attached Notice of Hearing and was duly served upon the following: the County Sheriff County Highway Engineer Courthouse Otter Tail COLA, John Matteson, 23674 W Silver Lk Rd, Battle Lake, MN 56515 MPCA, 116 E Front St., Detroit Lakes, MN 56501 Terry Lejcher, DNR, Div. of Waters, 1509 1st Ave N, Fergus 1221 Falls, MN 56537 Bruce Winterfeldt, DNR, Trails & Waterways Arlin Schalekamp, DNR, Div. of Fisheries Doug Hedtke, DNR, Div. of Wildlife (The above 8 receive all Notices) Lake Improvement District (if project is located on their lake, mail Notices to the Lk Imp Dist) Pelican, Fisl\^Bass/& Little Pelican: Pelican Group Lake Imp. Dist., %Don Mediinger, PO Box 2905, Fargo, ND 58108-2905 South Turtle South Turtle Lake Imp. Dist., %Bricker & Janet Johnsen, 32790 Turtle Shore Ln, Underwood, MN 56586 Little Pine^Taig ^e: Pine Lakes Imp. Dist., PO Box405, Perham, MN 56573 y Little McDonald, Kerbs & Paul: McDonald Lakes Imp. (^st., PO Box 133, Perham, MN 56573^^ty Clerk (if located within 2 miles of a city) QaMji I^Ji^DOT Dist. Office, 1000 Hwy 10 W, Detroit Lakes, MN 56501 (if fecateo on a State Hwy) —------Lake Association Same Envelope ^Township Clef^l n^rveyor (if appropriate)Planning Commission Member and those listed on the attache by placing a true and correct copy thereof in a sealed envelope, postage prepaid, and by depositing them in the U.S. Mail at Fergus Falls, MN, properly addressed to each of the above named at the addresses shown above^ Secretary If parcel owner is “USA”, mail to Fish & Wildlife Service, 21932 St Hwy 210, Fergus Falls, MN 56537 If parcel owner is “DNR”, ignore as they are receiving a notice as stated above If parcel owner is “St. of MN. 375 Centennial Bldg. Spec Asst, to Atty General St. Paul, MN “, mail to DNR Lands & Minerals 2115 Birchmont Beach Rd NE Bemidji, MN 56601 PC Affidavit (1/05) PLANNING COMMISSION NOTIFICATION WORKSHEET (1/4 Mile for Conditional Use Apps /14 Mile for Preliminary Plats) Applicant: JfT. 9^03Lake: " 3^0^Meeting Date: V7]/1U^ ^/)03Date Assigned:Assigned To: ,6/n//)3 Completed:Return By: Townships / Sections / Plats: h / ivo^: S-^ 27 1>3'^1/ Qa > t fr PUBLiC WATERS WORK PERMIT Permit Number 2005-1139 DEPARTMENT OF NATURAL RESOWtCES Pursuant to Minnesota Statutes, Chapter 103G, and on the basis of statements and information contained in the permit application, letters, maps, and plans submitted by the applicant and other supporting data, all of which are made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant to perform the work as authorized below; County Otter Tail (56) Public Water Silver Lake (56-302-04P) Telephone Number {Include Area Code) (719)494-8292 Name of Permittee Todd Broyles Address (No. & Street, RFD, Box No., City, State, Zip Code) 8671 Garrison Road, Peyton, CO 80831 Authorized Work: Install natural rock riprap at an 8:1 slope along 160 feet of shoreline extending 15-18 feet watenward of the Ordinary High Water of 1331.9 and underlain with geotextile fabric all as shown on the plan submitted with the Permit Application. An Otter Tail County grade and fill permit shall be obtained before the work begins. Purpose of Permit: Stabilize eroding shoreline. Expiration Date of Permit November 30, 2010 Property Described As: Section 28, Township 133 North, Range 40 West This permit is granted subject to the following CONDITIONS: The permittee is not released from any rules, regulations, requirements, or standards of any applicable federal, state, or local agencies; including, but not limited to, the U.S. Army Corps of Engineers, Board of Water and Soil Resources, MN Pollution Control Agency, watershed districts, water management organizations, county, city and towrrship zoning. This permit does not release the permittee of any permit requirement of the St. Paul district, U.S. Army Corps of Engineers, Army Corps of Engineers Centre, 190 Fifth Street East, St. Paul, MN 55101-1638. 1. 2. This permit is not assignable by the permittee except with the written consent of the Commissioner of Natural Resources. 3. The permittee shall notify the Area Hydrologist at least five days in advance of the commencement of the work authorized hereunder and notify him/her of its completion within five days. The Notice of Permit issued by the Commissioner shall be kept securely posted in a conspicuous place at the site of operations. 4. The permittee shall make no changes, without written permission (weviously obtained from the Commissioner of Natural Resources, in the dimensions, capacity or location of any items of work authorized hereunder. 5. The permittee shall grant access to the site at all reasonable times during and after construction to authorized representatives of the Commissioner of Natural Resources for inspection of the work authorized hereunder. 6. This permit may be terminated by the Commissioner of Natural Resources at any time deemed necessary for the conservation of water resources of the state, or in the interest of public health and welfare, or for violation of any of the provisions or applicable law of this permit, unless otherwise provided in bie Speciai Provisions. 7. Construction work authorized under this permit shall be completed on or before the date specified above. The permittee may request an extension of the time to complete the project, stating the reason thereof, upon written request to the Commissioner of Natural Resources. In all cases where the permittee by performing the work authorized by this permit shall involve the taking, using, or damaging of any property rights or interests of any other person or persons, or of any publicly owned lands or improvements thereon or interests therein, the permittee, before proceeding, shall obtain the written consent of all persons, agencies, or authorities concerned, and shall acquire all property, rights, and interests needed for the work. 8. This permit is permissive only. No liability shall be imposed by the State of Minnesota or any of its officers, agents or employees, officially or personally, on account of the granting hereof or on account of any damage to any person or property resulting from any act or omission of the permittee or any of its agents, employees, or contractors. This permit shall not be construed as estopping or limiting any legal claims or right of action of any person other than the state against the permittee, its agents, employees, or contractors, for any damage or injury resulting from any such act or omission, or as estopping or limiting any legal claim or right of action of the state against the permittee, its agents, employees, or contractors for violation of or failure to comply with the permit or applicable provisions of law. 9. Any extension of the surface of public waters from work authorized by this permit shall become public waters and left open and unobstructed for use by the public. 10. Where the work authorized by this permit involves the draining or filling of wetlands not subject to DNR regulations, the permittee shall not initiate any work under this permit until the permittee has obtained official approval from the responsible local government unit as required by the Minnesota Wetland Conservation Act. 11. CONDITIONS Permittee shall ensure that the contractor has received and thoroughly understands all conditions of this permit.1. Erosion control measures shall be adequately designed for site characteristics. Measures such as staked haybales, silt fences and diversion structures shall be installed prior to project start and be maintained until exposed soil is stabilized with vegetation. 2. The permittee is authorized to maintain the approved work to the dimensions herein described. Prior to commencing and maintenance work, the permittee shall advise the Department of Natural Resources of the extent and method of maintenance. Maintenance shall not be commenced until the permittee's receipt of the Department's approval. 3. The Division of Waters reserves the right to review this permit as additional hydrologic data becomes available and to issue any further order as it may become necessary to protect public interest. 4. Notify LGU if work is above OHW. The permittee shall contact the responsible local government unit official if any grading or filling is to be done above (landward) the ordinary high water mark. 5. End Sections. At each end of the stabilized shoreline, the finished slope of the riprap shall be varied in a fashion to produce a smooth transition with the natural shoreline. 6. Sediment control during construction. If granular material is used as a filter blanket, an inwater sediment barrier shall be installed around the area of excavation/sand placement during the project to limit turbidity to the affected area. This barrier may involve use of a floatation sediment curtain or a filter fabric material attached to stakes or a snow fence anchored to the lake bed. The barrier shall be removed upon completion of the work after sediment is settled. 7. Spoil disposal on upland. All material excavated shall be spread on upland (non-wetland) areas and above the Ordinary High Water Mark and seeded or sodded to protect from erosion. 8. Otter Tail County Zoning West Otter Tail County SWCD Brainerd, USCOE Gary Forsberg, DNR Conservation Officer Fergus Falls, DNR Fisheries Fergus Falls. DNR Wildlife DNR Central Office Permits Unit Larry R. Kramka, NW Region Waters File; Silver Lake (56-302-04P) c: Title DateAuthorized Signature Terrence R. Lejcher '^2 August 8, 2005Area Hydrologist a & FILE MEMO PROPERTY OWNER ^ AJJCl f\->6'iUS S}L\J6A. (S'L _______ }61)00PARCEL # (LA^/RIVER/WETLAND NAME (@) Date L&R Official Action/Comments__ \Q> I )le i^iCuJ^c 'ir Th^'I rr^-d: rrc'ii^c TP F---y^ 6£i^‘ /^T ^(L^CK. NE*< : Sdrijjc P^/^cri^<e Date L&R Official Action/Comments. Date L&R Official Action / Comments. cf'f *' V '\. J >•■- ■- I L&R OfTicialDate Action/Comments. L&R OfTicialDate Action/Comments. L&R OfficialDate Action/Comments. L&R OfficialDate Action/Comments.