Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
46000020005008_Conditional Use Permits_05-11-2011
Conditional Use Permits Barcode 128 '5 U- ll 1092609 DOC# 1092609 1092509 Fee: $46.00 OFFICE OF COUNTY RECORDER OTTER TAIL COUNTY, MINNESOTA Certified, Filed, and/or Recorded May 26, 2011 9:30 AM Wendy L. Metcalf, Recorder Well Certificate I ] Rec'd Returned To: LAND & RESOURCE By: LL 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.ottertaii.mn.us DDApplication Fee Receipt Number Accepted By / Date _ COMPLETE THIS APPLICATION IN BLACK INK 7^3^ Dawk, ^ ^ Daytime phone IBIS Srkfhm rnA4- S'S3c‘^ Bu-chah PROPERTY OWNER(S) MAILING ADDRESS GOcLn.LAKE NUMBER LAKE NAME LAKE CLASS 134 39 TOWNSHIP NAME (PI l6.y~ / 1^ I 1aSECTIONTOWNSHIPRANGE C "b Aio i4h ^>f *RuFce{: i-")‘iioddObSibtoSiPOo 'fhi'LL, H-lfiOccci g^c£>o SO l PARCEL NUMBER E-911 ADDRESS of i5t)0€.rnman-t Lois I, Z, H <xnd S and ^ Uov4hLx>ee-f- (^iJLCL\'i“er of H4u^ WorN-hLo€.e+ "lbU3nt>h\p ________CONDITIONAL USE PROJECT REQUESTED (Please circle the appropriate request) Topographical Alteration Commercial Use Forest Land Conversion__ Misceilaneous Ciuster Deveiopment__ Extractive Use industriai Use SPECIFY YOUR REQUEST. PLEASE BE BRIEF AS THIS WILL BE USED FOR PUBLIC NOTIFICATION. "fe buXli appvTDl^lmaieJt^ ^ -fieef o-F UpfiincUi^ m af la'll d^xjLniu^ <5_m4irol*s <DrcL'in^nd.G. ■fc se.ri>e lo'is ar\ ^LULVv^r\a.n. 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. ^//9//l SIGNATURE OF PROPERTY OWNER (S) / AGENT FOR OWNERS DATE APPLICANT MUST BE PRESENT AT THE HEARING(Applicant Will Receive Notification As To The Date/Time Of Hearing) Ui^o U i;>oTimeDate Of Planning Commission Hearing Planning Commission Motion May 11. 2011- Motion: A motion by Boyer, second by Maske to approve as presented. Chairman/Otter Tail County Planning Commission County Board Action i/ Approved As Recommended Denied As Recommended Other l:i^ II Date of Final ActionChairman/Otter Tail County Board of Commissioners L & R Official/Date ^CONDITIONAL USE PERMIT # Permit(s) required from Land & Resource Management cX Yes (Contact Land & Resource Management)No / Cj/& R Official/DateCopy of Application Mailed to Applicant, Co. Assessor and MN DNR yirS -ft)'bk 0204-006 326,356 • Victor Lundeen Co., Printers • Fergus Fails, MN OTTER TAIL COUNTY Conditional Use Permit # vOwners NameAlt-Co.T>>Cj KeV>nt OpMA^ Property AddressLocation: Lake Sec. 1__Twp. Ranae3*| Twp, NametO'VU^IVkl HV-oOO- o^-ooofi-<ioo -^^TVA. ‘jit-OOO'Od -000^-t>l2^______________. M.*Ho(t oJ<r^QTC^ ^\7UwV5(g>n j| an j5ucKj^cua lO'-l-^OllVaiiExpires: Land and Resource Management Official / Date 1. Entire area shaii be stabilized with|n 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., Primers • Fergus Falls. MN • 1-0OO-346-487O ,'s-I;J’S' 1 NN COR. OF i SEC. 2-l34-S<^f/NORTH LINE OF SEC. 2-134-3^EASEtlBNT A ROAD PROFILEV\l 1370 1370\- TYPICAL SECTIONI 4CO.OO VC 300.00 VC650.00 VC 600.00 VC SOO.OO VC \3C>EI3CSE'LT R/h! LINE OF '■ S.T.N. NO. 73 RVHR/H t:8 s SIS I^ «0 ..............: *• Q — as>-as as as a a%aa : in 5 tf) 5 : a a aa ; aas s'I'll •: IIiIIII II II’IIIft: oUa1300 BOO.....8;9-.9 .S s jONNER: JAMES N. KIMBER CQ f..a. iij ........i ■■■"S.......S.......:•• ..............................:■-J £i3..II A /''T 5 :SD^JKJ*i55METESAf:55 5 f:inv m m a §5m-s in m I U4S-U4 BBS13551i^;■4ftlZ>/f'oI—*>>t,:> c_/ \ .'.:I I V.iy?:y 1350 1350Z'T.ftac I —- ^-o -rfpT-■0:20Xn^ox^OMNER-. KEVIN J. $ DANN L. CODE t\ I \ A / / V . V V . BABo*p:>''ci Ii y-lf\^L.L. A.;!■1345 / VIV y1 I / t\ I \ A / IN, V V , FINAL CRAPS8.06 ACRES*EXIST GRADSI /;-1I/ >1^I >I 1340V 7 w \/1340I ONNER: RICHARD * KAREN GRANT EASEMENT C IF^ARCEL K 1335CSNTSRLINS OF B35I PROPOSED 33' MDE INGRESS7.39 ACRES*IEGRESS AND UTILITY EASETIBJT!5: ^> -4 Stil 1330 1330<aONNER:PARCEL J 975'75'CENTERLINE OF PROPOSED 66' HIDE INGRESS EGRESS AND UTILITY EASEtlENT AJE COMPANIES INC.^ 2 ^ 70 14+000+00 2+00 4+00 5+000+00 10+00 12+00 10+00 15+00 20+00 22+00 24+007.36 ACRES*I .0+00 ___. H. ZlTV___^ __ '2+00""''-"-'''' ^+00 t <-!lEASEMEm B .F - .. PROPOSED ^ -+---------------------1-------,p+gp_______ ig+gpc ll:' ro Cj r 70 S* !2+odr '—!4±og__‘‘ 6+00-Q. * ,. -D y - / t 200tD EASEMENT B ROAD PROFILE> s B55 B55f EASEMENT C PROFILEe’ROPOSED APPROACH TO BE BUILT CAPPROVED BY tTNDOTJ rv V ^ ^ SD o»607.00 VC 150.00 VCsiONNER: AJE COMPANIES INC. 1350 135013501350O rn ri >2 70 (j^t,^i a55?'ss”'s!| || I 8 S'S JS5s* !Q 70 8% + a Ias;"fi<S\K + 3^rn r~ lUFB C~o m n r\ > ^r! S < > S ^rn ^ -4 fn PARCEL G 29.G7 ACRES* 1345 134513451345Qi5'1^5£;ms ''^5 ''>1?ill.. Idtf) ^I 5y.0"Ift J 1340 13401340137021iu4I^E5 FINAL GRADE» u 2l 0.3SXI GRADEI\1335 1335h-1335 ■ 1335 UJ To iTiTft M 21 ^ VO m “ Kj ^ 70 Ni- ^ CP ft. U) r- -9 ^exisT. grade5X.•-o.oex EXIST GRADE W ' \llI>-B301330 13301330499I s ONNER:0+00 2+000+00 2+00 4+00 0+00 5+00 12+00 14+0010+00 10+00X,'Vl15 Ki ;o Cn TO m PROPOSED ao' HIDE INGRESS %EGRESS AND UTILITY EASEMENT I 5 N - / .■ 200H - I : 200Z3‘Q''L-i fr Ol TO Am 1} ;o H TO Tti TJO -H 70 ~0 ft'1'at 57J.42 ACRES*ft t I f ' I \ TOIKI-'^PP^ 5 EROSION CONTROL..'I-ftpit DEVFLOPER: AJE COMPANIES INC. 1575 STATION PARKHAY NN ANDOVER, MN 55304 703-755-0554 Sf'.'iyft I 2 > 2^ V / >/. DESIGN SPECIFICATIONS:6S / .I• ,KP ft_2 V 8 I The design specifications that ca~e used in this report are recommendations based on the Mn DOT Standard Specifications for Construction, 2005 Edition, and the Principals of Practice for Erosion Control Plans. -991CP >.k:AMOUNT OF EXCAVATIONI111'O P5 EASEMENT A = 2,545 CY±^ - T ~-T -O T» ^ CO CP I PARCEL. E5 i//. RECOMMENDATIONSa. 09 ACRES*I EASMENT B = 1550 CT±Erosion control during construction hinges in large part on the timely installation of permanent erosion protection materials as provided in this recommendation report over the duration of the project. Trie placement of seed and mulch promptly as the project progresses uuiU reduce the cmouU of time and area of ground that is left unprotected. s Cl -OHFJERS:i I9LACJMENT= 330 cr>J IAJE COMPANIES INC. Id75 3 TA TION PARKNA Y NN ANDOVER, MN 65304 LOTS A-l 4 M PARCEL NOS: 46000020005000 4600002000500! 46000020005002 46000020005003 46000020005004 46000020005005 46000020005006 46000020005007 46000020005005 4600002000500<3 46000020005012 K' i AJE COMPANIES INC.Sis S' .1 1 A. BALE DITCH SEDIMENT CHECKS: '■ f' It is recommended that bale ditch sediment checks should be placed in accordance luith the standard drautings included in this report. The bale ditch sediment checks should be placed at ■40 foot spacings for 3X grades , and should be compcfsed of a minimum of 3 bales. Each bate should be staked luith tino (2J-2 inch by 2 inch Luood stakes embedded 10 inches in the ground. Bo/<s ditch sediment checks are usually not required for ditch grades flatter than 2%. application rede of 2 ions per acre. B. SEEDING: This Luork should consist of the operations of establishing herbaceous ground cover on all disturbed and exposed areas. It is recommended that the seed used should conform to Mn DOT mixture QOB or ecfpivalent. The application rate should he 50 pounds per acre. llei T-<IE'Lr R/N LINE OF ^ S.T.H. NO. 73 ft: CrO tnft ' Ijiri TST LEC^AL DESCRIPTION PART OF GOVERNMENT LOTS I, 2, 3, 4 AND 5 AND PART OF TNE NORTNNE5T QUARTER OF THE NORTHNEST QUARTER OF SECTION 2, TONNSHtP 134, RANGE 39, OTTER TAIL COUNTY, MINNESOTA OTTER TAIL TONN5HIP PARCEL NOS. LISTED UNDER ONNER5 911 ADDRESS = 44245 BUCHANAN POINT ROAD ^PROPERTY TO THE NORTH OF PARCEL L) If-PARCEL DH>ft lyill ? V)a+ SURVEY LINE5.92 ACRES* ONNER:aI AJE COMPANIES INC.1'a >'i’j In/ ' ' lu ^ I P 1 KEVIN J. $ DANN L. GODE 42224 FANN OAKS ROAD DENT, MN 56525 LOT L PARCEL NO: 460000200050!! —tEXfSTING-APPRtMGM iASTerTP BE REMOVED:.,8l'.t'l C. MULCH MATERIAL TYPE hONNER: ■LI AJE COMPANIES INC.I3 It is recommended that the contractor spread mulch by mechanital means to provide a uniform distribution at the targetC3 • Or'-d r' » ryr\^L.L. vyi0) 5.33 ACRES*8:X \ED 66' HIDE INGRESSPR<;D. DISK ANCHORING:RICHARD 4 KAREN GRANT 1125 26TH AVENUE SOUTH #/ , MOORHEAD, MN 56560 LOT i< PARCEL NO: 46000020005010 EGRESS AND UTILITY EASEMENT PC ~ 20+21.65 It is recommended that all seaded areas that receive type I muth should be anchored uuith a disk, clod buster, or other approved equipment. This equipment shall anchor the mulch by punching it into the soil to a depth of 2 to 3 inches. Spacing between the blade or disks shall not exceed 3 inches. SOILS - USD A, SOIL CONSERVATION SERVICE HAS CLASSIFIED THE FOLLONING TYPES ON THIS PROPERTY: 7A - HUBBARD LOAMY SAND I |i?1 i-sl ONNER: AJE COMPANIES INC.1 £1 SILT FENCE, TYPE HEAVY DUTY: The geotexttHe of the heavy duty silt fence should be attached to the upstream side of the net backing. The bottom edge of the geotexttile should be buried at least (> inches deep in a vertical trench with the soil pressed firmly against the embedded geotexttile. It is recommended that the silt fence be installed at the end of the construction disturbance area to protect and prevent any sediment from entering into the undisturbed areas. The silt fence should be maintained by the contractor until such time that the turf has reached an adequate state, allowing removal of the silt fence. S|l VEGETATION - THE VEGETATION ON TNE PROPERTY IS A MIXED VARIETY OF UPLAND VEGETATION.BUCHANAN Clf VLAKE NO. = 56 V^J/LAKE CLASSIFICATION = ^^^rCAt DEVELOPMENT ORDINARY HIGH HATER ELEVATION = Q324^F£ET PER D.N.R. (NAVD-1955 DATUM) HIGHEST RECORDED HATER ELEVATION ="^1325.24 FEET PER D.N.R. VNAVD-1955 DATUM) HATER ELEVATION ON SEPTEMBER 2010 = 1324.5 FEET VNAVD-1955 DATUM) V 1^ V 1^ 1\ 1^ ///, OTHER EROSION CONTROL MEASURES V A Should the measures above not be adequate due to an unusually excessive runoff event, an erosion control blanket installation on inslopes or cutslopes will be necessary and be installed in accordance with the standard typical details contained in this report. The erosion control measures contained in this report are of standard design for normal runoff events. It should be recognized that storms of greater magnitudes than considered or in a different combination of conditions could occur that may cause additional runoff which would lead to excessive erosion and sedimentation quantities and resultant water flows higher than those considered herein. 'ft 3. SCALE: I INCH = 200 FEET V i JV I i\s’auRveroR's cert/f/cate / hereby certify that this survey, plan or report was prepared by me or under my direct supervision and that I am a Professional Land Surveyor licensed under the laws of the State of Minnesota. Dated this 13th day of April, 2010. i: I 2 2ft \f/>V 2 V ' * V i/j i. r1 CERTIFICATE OF SURVEY FOR:PARCEL a.OI ACRES* I i/:mVI/ 7\ /4'AJE COMPANIES INC.'X\7 nr-iDaJid a: Professional Land Surveyor Minnesota License No. 13620 iderson L . ft2 /'ft l\V i\V A: V..i\'ft FIELD BOOK ALS-154/56 DRAWN BY LIB/DAA FOLDER 129-11 CONTRACT NOONNER: AJE COMPANIES INC.'ft tr’- 129-11'ft >1 NDERSON LAND SURVEYING, INC.1'ft FIELD CREN JAKi\CHECKED BYCRD FILEDNG FILE 129-11 'ft ■ft l\129-11 DAAPROFESSIONAL LAND SURVEYORS, CIVIL ENGINEERS & LAND DEVELOPMENT CONSULTANTS 313 SOUTH MILL StREET, FERGUS FALLS, MN 56538-0125 (218) 739-5268 (800) 300-9276 ft DRANING NUMBERi\ONNER:5N COR. OF REVISED ONSEC - TNP - RG 2 - 134 - 39 6555 yLOREN 4 BARBARA HANES iSSEC. 2-134-39 NAfFALLS IN HATER J \ ' ■ I -'Ji 1: 2' I I : • OTC Board of Commissioners' Minutes May 17, 2011 Page 3 Planning Commission Recommendations Conditional Use Permit - Future Generations LLC: d unanimously carried to approve a Conditional Use re property to create a residential lot with the balance age structures operation. The CUP was approved as = Lot 20 & all of Lots 21 - 25 BIk 1 Palms of Lida First (56-747), GD. M ■p cup \0% d unanimously carried to deny, as recommended by onditional Use Permit to construct an additional 3 ft. retaining wall and reduce the slope into the lake. The shore impact zone. The Applicant must work with the he property is located on Shirley Beach Lot 1, Section 3D. d unanimously carried to approve a Conditional Use les, ATV’s, and cars with conditions as recommended described as Pt of GL 4 (.96 AC) & Lots 1, 2 & 3 of Empire 2"° Addn, Section 3 and Lot 1 BIk 1 River Ranch also described as Pt of GL 7, Section 4 of Otter Tail Township; Otter Tail Lake (56-242), GD. Conditional Use Permit - Wee Villa Resort LLLP Partnership: Motion by Johnson, second by Rogness, and unanimously carried to approve a Conditional Use Permit for installation of several new roofs on mobile homes as presented. The property is described as Lot 4 ex trs. Section 14, Elizabeth Township; Long Lake (56-784), RD. Conditional Use Permit - Kenneth Clambev Tstc/o Kathleen Truax: Motion by Rogness, second by Huebsch, and unanimously carried to approve a Conditional Use Permit to make road improvements as presented. The property is described as Fish Pt. Rd. (S14 NW% & NE% NWV4 ex... 163 Ac), Section 11, Aurdal Township: Fish Lake (56-684), NE. Conditional Use Permit - AJE Companies, Inc. Devin & Dawn Code and Richard & Karen Grant: Motion by Huebsch, second by Johnson, and unanimously carried to approve a Conditional Use Permit to build frontage roads to serve lots on Buchanan Lake as presented. The property is described as Pt GLs 1, 2, 3, 4 & 5 & Pt of NW14 of NW%, Section 2, Otter Tail Township; Buchanan Lake (56-209), GD. Conditional Use Permit - Rush Lake Tent-Trailer Park & John J. Sauer et a!: Motion by Huebsch, second by Froemming, and unanimously carried to approve a Conditional Use Permit to rock rip rap and fill due to high water with a condition as recommended by the Planning Commission. The properties are described as Pt GL 1 & 2 & SE% & Pt GL 1, Section 29, Otto Township: Rush Lake (56-141), GD. otter Tail County, Planning Commission May 11,2011, Page 3 Wee Villa Resort LLLP Partnership - Approved As Presented: A Conditional Use Permit Application (as stated by the Applicant on the Application): Lot #18: Install 5/12 pitched roof on exiting 14 x 58 mobile home with 1 foot overhang. Lot #58: ' " 3 14 X 70 mobile home, with 1 foot overhang. Lot #61: ig 14 X 55 mobile home, with 1 foot overhang. The ■s. Section 14, Elizabeth Township; Long Lake (56-784), C/40 ---------1--------r|C'eV/'‘<A GodSc. Dn. yv(A\]-----second by Gill to approve as presented. Voting: All Truax - Approved As Presented: on (as stated by the Applicant on the Application): Make road d. and create a 50’ cul-de-sax turn around at entrance to nis point. Top of road will be 14’ across with ditches at noved is apx. 2150. This includes 1000’ in permit area nit area. The property is described as Fish Pt. Rd. (SI/2 :), Section 11, Aurdal Township: Fish Lake (56-684), NE. m. k:jreg & i\ainy i ruax represented the Application. Gary Hook spoke in favor of the project, and had some questions regarding ownership of the road, and the length of the proposal. Doug Green (Aurdal Township Supervisor) indicated that the Township does not have any issues with the project and that the Township has several minimum maintenance roads. Bruce Nilson spoke in favor of the project. Motion: A motion by Boyer, second by Gill to approve as presented. Voting: All members in favor. AJE Companies. Inc., Devin & Dawn Gode and Richard & Karen Grant - Approved As Presented: A Conditional Use Permit Application (as stated by the Applicant on the Application): Requesting to build approximately 4,410 feet of road as per Appendix III of Otter Tail County Subdivision Controls Ordinance to serve existing lots on Buchanan Lake. The property is described as Pt GLs 1, 2, 3, 4 & 5 & Pt of NW1/4 of NW1/4, Section 2, Otter Tail Township; Buchanan Lake (56-209), GD. Dave Anderson (Anderson Land Surveying) represented the Application. Motion: A motion by Boyer, second by Maske to approve as presented. Voting: All members in favor. OTTER TAIL COUNTY PLANNING COMMISSION NOTICE OF PUBLIC HEARING AJE Companies, Inc. Kevin & Dawn Code Richard & Karen Grant %1875 Statim Parkway NW Andover, MN 55304 APPLICANT: May 11, 2011, at 7:30 P.M. ** Commissioner's Room, Government Services Center West Fir Fergus Falls, MN 56537 HEARING DATE/LOCATION: CONDITIONAL USE PERMIT APPLICATION REQUEST (as stated by the Applicant on the Application): Requesting to build approximately 4,410 feet of road as per Appendix III of Otter Tail County Subdivision Controls Ordinance to serve existing lots on Buchanan Lake. LAKE NAME/NUMBER/CLASS: Buchanan Lake (56-209), GD E-911 ADDRESS: 44245 Buchan Point Road (property to the North of Parcel L) Pt GLs 1, 2, 3, 4 & 5 & Pt of NW1/4 of NW1/4, Section 2, OtterLEGAL DESCRIPTION: Tail 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.________________________________________________________ I The above Applicant has made Application to the Otter Tail County Planning Comijnission 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. April 27. 2011Bert Olson Mailing DateChairman Planning Commission April 14, 2011 To whom it may concern Kevin Gode was present at our April 11^ meeting with a proposal to build a road from State HWY 78 to Buchannan Lake in Otter Tail Twp, The Otter Tail Twp Board has no opposition to the proposed road. However, the town board is not interested in adopting it as a road at this time. In the future, should the town board be petitioned to take over this road, it will have to meet current county specifications, among other criteria, for the town board to consider taking it over. Town board will need to inspect the road to determine if it meets the county specifications Please find enclosed a copy of the county specs. Otter Tail Township Board Don Dreyer, clerk Laifd-and Resource - Otter Tail County Minnesota « 80 Feet 100 Feet 6%(secondary) (primary)6% Local Roads 8%66 Feet 33 Feet (tertiary) 8%Alleys 2. All roads dedicated for public use or for the use of lot owners on a plat presented for the approval shall have a permanent minimum width of 66 feet right-of-way (during the road construction period the right-of-way width may exceed 66 feet to provide for the appropriate backslope). Dead end roads require a cul-de-sac which has a minimum 120 foot diameter. 3. All dedicated roadways have a roadbed of not less than 24 feet in width when a permanent gravel surface is anticipated and not less than 32 feet when a bituminous surface is anticipated. All cul-de-sacs, regardless of surface type, shall have a minimum traveled surface diameter of 100 feet. 4. When necessary for drainage, ditches along the roadbed shall not be less than 2 feet deep. 5. Graveling is required. Minimum gravel thickness shall be 3 inches compacted or 4 inches loose. 6. Call Land & Resource Management Office, (218) 998-8095 when road is ready for inspection. ameax iit TYPICAL GRADING SECTION MV H/Vf -----—SS...........ir ^—-iov /\__/ Land & Resource Home Main Menu ^ i ©Copyright 2001-2011 County ol Otter Tail. Minnesota U.S.A. Alt Rights Reserved. This web site is maintained by the Otter Tail County GIS Office. Sm Minnesota Departnient of Transportation# District 4 Detroit Lakes/Morris 1000 Hwy. 10 West Detroit Lakes, Minnesota 5650 Office Telephone: 218/846-7948 Fax: 218/847-1544 April 18,2011 AJE Co. INC. 1875 Station Parkway Andover, MN. 55304 SUBJECT: C.S. 5621 (T.H. 78) MP 38.295 Entrance Permit No. 4-A-2011-45879 Dear Mr. Emmerich; Approval is granted for the construction of an entrance to a top width of 32 feet and a full radius of 25 feet with 1: 6 side slopes right of mile point 38.295. Applicant shall notify Bruce Olson Mn/Dot Sign Supervisor 48 hours before work is to start, so Bruce can arrange for the Adopt a Highway Sign to be removed by Mn/Dot forces. Bruce’s number is 320-760-6510. Applicant shall furnish and install a 18” X 56’ CMP Culvert + 2 safety aprons and bands as needed. The grates are not needed if the culvert is 24-inch or smaller diameter. Standard Plates for Culverts are attached. Applicant shall remove entrance right of mile point 37.99, and restore turf as stated below. The applicant is to furnish all material and labor to construct the entrance. This includes culvert and surfacing materials. The culvert must meet Mn/DOT size, material and installation specifications as provided in Mn/DOT Construction Specifications, 2000 Edition. The entrance is to be constructed as shown on the attached diagram with special attention to the following: The entrance is to be constructed so that at a point 15 feet from the shoulder line of the Trunk Highway it will be six inches lower than the shoulder line elevation. All raw slopes shall be topsoiled with a minimum of three inches of black dirt, seeded with a perennial grass seed, and maintained until a full covering of turf is established. (Turf must be fully established before deposit can be released.) SCANNED The entl-ance is to be completed through the seeded stage by July 15, 2011. Failure to comply with the Provisions shall be cause for forfeiture of the deposit. A $1000.00 deposit, in the form of a Cashier’s Check made out to the COMMISSIONER - DEPARTMENT OF TRANSPORTATION, has been made to assure prompt and satisfactory completion of the entrance. The deposit will be returned to applicant when, in our opinion, the project is satisfactorily completed. The deposit is to be used by the State for partial payment of State Forces, if we are required to complete or remove the entrance in the event that the applicant does complete it promptly and satisfactorily, If the cost of the State Forces exceeds the amount of the deposit, the applicant will be billed for this difference through the Office of the Attorney General. All future maintenance of the entrance shall be the responsibility of the applicant. Any mailbox support placed on Mn/Dot right-of-way must be constructed according to the attached design. Mn/Dot will furnish a mailbox support upon request. Sincerely, Steven Baukol Property Management Division of Field Operations Enclosure: Required Mailbox Support Standard Plates for Culvert be: Sub-Area Supervisor Tech Station file MN/pOTTI^lTZl <12^Sy^Mw H4 A-2011-45879PCmntff,District. MINNESOTA D£PARHM£NT OF TRANSPORTATION APFUCATION FOR ACXIESS DRIVEWAY mavnt 5621 78mcs. RJ>. (DomTcoMPusmTaismmoN. for office imomr.j.} ATTACH A SKETCH OF THE PBOPOSED WOBK AND HEtATION TO TRUNK HIGHWAY. SUCH SKETCH SHALL BE DRAWN TO SCALE WHEN REQUIRED BY THE ENCHNEEB. PRINT OR Ttt^APPUCAnOK SIGN IN SPACE MtOVIDED SUBMITTO LOCAL OFFICE OF mNNE^FTA DEPARTMENT OF mANSPORTATION ■i ADimES (Stnd^C%,SUChZv} m ^ ^ ^TEUfHOIWAmjCANT TOAPaONBFROFERTV OWNER UX:AtlONOrFBaPa8EDWORK (Ci«/r«inBUp) TITaro^vIlFitMEmniiice iWHcsitoHiiil f IpronOMd RiMic Steel spranc KOAD INTHBKCnOJV OR LANDMARK(N-S-E-W)<Disla«e}(Cemt^ tfilgiwBy in BEQUESTED ENISAKrCK PROFSKTYISIN Flatted Alta UmdattadAna FUBPOSE OF DRIVEWAY I- ICommatcial(Speech Type)WIDTH !'NITMBGB W PRESENT DRIVEWAYS TO PROPKSTy WaxBinUHNGBEISABOmilWGTOlMCOWSTRDCTEP ' ^_________________________ EXACTLOCATimOFniE^inrDBIVEWAVS j EXACT lOCATHM OF FBQFOSED DRIVEWAY d^Toqiarai; £> ^gjg / 4- WORK TO BE COMPLETED BYWORK TO START ON OH AFTERLEGAL mSCRIPTKHV OF FB0FEBTY (Date) I, Wc, the loidenlgBeA bvcwltii Biteept 0w tenas and condUiain tf tts peraA RqntreniciM of flte ConmaHimw iHTnmtporDrfiim and agree to fUUy coo9iy OeKwia to die sattsfkelion oTHte MInnesola Deparhnart iHTreiispoitalian. It b agreed Ito BO work Id eoaneetion witfa liib apiiBtafiliB «3) be etarted aafll the appEcafioD b' approved and die permit bmed. It b farther nadetatooddiet 'ab |KiDiitbkiiiedaid>ject to the approval of heal dtr> 'n!bge or boraa^eDDdicnHlei having Joint anpa-vblon over said Btrector M^iwmr and iml]jectto8MiBcaiifBrmH|iBBiwr.wilh the rote ndiegnhidoaerfdieMliinootoEBvh'wimeirtalQBaBly Board and any otto afitoled govemmenlai agoides. Forthemuae, eaeept for n^Bgeirt acfarfdie Slate, ibagenb and empioyteB, the appUcantor hfa/herageDls<a‘contraefar ahull agnone ail BaMHW^/and save the State, its agenb and employees, haradenllrenL any and aDdaliis^daamgea^aelhaii or caoMB of aettonaibing oat of the mnlctobe done herein and the cratinBingDsage, constroefing, rcconslmcliag, maintaining and oHhg of said aectss driveway imder dib appUcatian and permit for eoBStnieliaa. (RWcfTVp^ ^Email addiessMans and Title ___4^i SignahneDate SEE BEVEBS SSW TOR PERTINBNT RECOLA-nONS AND UMirATIONSPERMIT NOT VALEO UNU5SS BEARING SIGNATURE AND NUMBER ADTHORIZAHON OF PERMIT IthgtpryftlyUiatHifcpfrnilHtiimiimiiiiadMpnn lyptafgineitrnrivthiiiitina nffkpIrrmL hj^mylnll»ai|glniili!oiiiHHimnvtnaMthfertniy eimdltiiiii. In cmmideiBtian of the applitaaf s ^reement to emajdy in 10 ireqicetB-irith toe regnlatkHB of die Cmmnbdoner ofTmiBpoitalioD cavering snch opendimB, pBmbsiiBi b hereby granted for the work to be pertoramd as described in the above appdtadon, said work to be pmCanned In neeadance with speeiid provbiom as hereby stated: SEE ATT ACHED SPECIAL PRO VISIONS j Date of AtduriBd SigiatimDate AH Walk To Be Con]ileted By Aadtenzed Ma/DOT SigDattne dsosiTtyfe007644OEFOSTT REQDIREHENTSDIEIBIBUnON Orignal to Ana Mtinleomce Engineer AfiiditenI Substea Sqieivisiir Roadway Regobtiang SigKivnn O No Deposit Reqidied 13 Deposit Reqiiind in flwAmoant of $_________ Date Deposit Received^ Depodt te be rWnraed apon sadsbttoiy comidclioo of aB worh. Cadasr’sCbedcd CbrtifiedObsdcF Money Older e _ Bondd __(The date wben fte \fart !s coiapkted must be reporteii to die loail Mn/DOT Raaiftfay KegaiiHora Sapemisor.)DAW WORK COMPLETED Page 1 of2 GENERAL INFORMATION To minimize site plan changes, a plat review shall be approved by the Minnesota Department of Transportation in accordance with Chapter 505 of the Minnesota Statutes and Minnesota Rule 8810 prior to the issuance of any access permit. By this means construction and maintenance plans for the portion of the trunk highway under consideration may suggest alternate or improved methods or standards of construction or reconstruction to the property owner and/or lessee. REQUIREMENTS No work under this application is to be started until application is approved and the permit issued.1. Where work on or near the traveled roadway is necessary, proper signs, channelizing devices, warning lights, and barricades must be erected to protect traffic, employees, and pedestrians. All traffic control devices and methods shall conform to the Traffic Control Devices (Ml^TCD), Minnesota Standard Sign Manual, and the appropriate provisions of Standard Specification 1710. 2. Minnesota Manual on Uniform No foreign material such as dirt, gravel, or bituminous material shall be deposited or left on the road during the construction of driveway or installation of drainage facilities. 3. Roadside must be cleaned up after work is completed.4. After driveway construction is completed the permittee shall notify the Area Maintenance Engineer or his authorized representative that the work has been completed and is ready for final Inspection and approval by the Minnesota Department of Transportation. 5. No changes or alterations in entrances may be made at any time without written permission fi'om the Minnesota Department of Transportation. 6. Driveway side slopes shall be constructed 6:1 (6* horizontal to T vertical) and shall be hand finished and seeded. 7. Driveways shall be so constructed as to slope down away fi'om the shoulder line of the trunk highway according to the most recent MNDOT Standard Plate No. 9000. Approaches, of entering roadways, shall have a grade of 0.5% away fi'om the MNDOT roadway for 50’ (25’ minimum). All other entrance approaches shall have a grade of 0.5% away from the MNDOT roadway for 25’ (15’ minimum). 8. Permission is hereby granted for the construction of the driveway as described in the above application, said driveway to be constructed in accordance with MINNESOTA RULES 8810.41 - 8810.56 and subject to the above requirements and the special provisions. Certified Check or Bond may be required to insure proper restoration of highway surfaces and to cover payment for any damage to highways or State property. Additionally, any expense incurred by the Minnesota Department of Transportation above the posted deposit will be assessed against the applicant In the event that tiie constniction has not been started by the “WORK TO BE C01\VLETED BY” date, this permit becomes null and void and deposit refunded. -{ :: Mn/DOT TP-1721 (3-2010) Page 2 of2 EWTRANCft 'SHOULDER * OF T.H.E TJ». 15"h M 10.5* Dropi: 11SLOPE AS REqUIRED it LOCAL TERRAIN 1 * 1 r II R\INSLOPE TO BE CONSTKOCTED IN A STRAIGHT LINE PROH SHOULDER TO TOE (NOT CONCAVE OR COIWER*^ ‘ 25./ ’ f • V • •. . . • :. * TOP WmiH AS .• ' - APPROVED BT PESSn > t ’ f R. \^25 I . II .1 32 » TOP WIDTH (MAXIMDM)INSLOPE MUSTKj— MEET TOP OF CULVrar END3" MINIMUM BLACK DIRT Y*.* ■. tv18" X 56 ' CMP plus 2 safety aprons \ K I I v.'i r 78*-96'142' r variableSHOULDER38‘-487rHIGHWAY t HlOiWAY 7 mmmi BITUMINOUS30'VARIABLE O’TO 1.5'SURFACINGSHOULDERI35 R.1 R.BITUMINOUS SURFACING -O’TO 1.5' R/W LINE R/W LINEill/: RURAL RESIDENTIAL ENTRANCECOMMERCIAL - INDUSTRIAL - FARM ENTRANCES 76'-102* 38*-51*r-VARIABLESHOULDERVARIABLE SHOULDER, 12' DESIRABLE —,HIGHWAY £7HIGHWAY I m' 25--35L T\ mBITUMINOUS SURFACING ISi-O'TO 1.5'fim line FIELD ENTRANCES Q SURFACING TO MATCH EXISTING CONOITIONS, WHERE THERE IS NO SURFACING.Pi: ACE GRAVEL BEYOND BITUMINOUS SURFACING TO R/W LINE. © PLACE 2 FT. WIDE BITUMINOUS SURFACING AS DIRECTED BY ENGINEER. (D 82 MAXIMUM COMMERCIALi 152 MAXIMUM RESIDENTIAL. 0 THE USE OF PAVING SIMILAR TO COMMERCIAL ENTRANCES MAY BE APPRCFRIATE FOR SOME RESIDENCES. AS SHOWN IN PLAIS OR DIRECTED BY THE ENGINEER. LOW VOLUME ROAD ao8' FOR IS’ distance -I 0.12’ FOR 25’ DISTANCE 0.25’ FOR SO’ DISTANCE HIGHWAY ,— NOTEiUSE lio SIDE SLOPES IIVAR. ;0 CUT SECTION (') 50’RECOMMENDED FOR ROADS - (25'MIN. 1 25' RECOMMENDED FOR ENTRANCES - (15’ MUL >HIGH'WAY q NOTE] USE US SIDE SLOPESr/FILL SECTION V, vaR- \ aOB’ FOR 15' DISTANCE - 0.12' FOR 25’ DISTANCE 0,25' FOR SO’ DISTANCE CULVERT IF NECESS.4RT CROSS SECTIONS STANDARD PLATE SPECIFICATION REFERENCESTATE Or MINNESOTA DEPARTMENT CF TRANSPORTATION APPROVED NOVEMBER !, 2000 NO. APPROACHES AND ENTRANCES 9000DRECOMMENDED STANDARDS REVISED 5-19-2C01 A.KJ.STATE DESIGN ENGINEER I ArIF NECESSARY, LOCATE NEWSPAPER HOLDER ABOVE HORIZONTAL PIPE TO PREVENT SNOW PLOW DAMAGE. BOLT WOOD HLLER TO PIPE BEFORE ATTACKING MAILBOX APPROXIMATELY 8" W X 21" L X 10-1/2" HS □□TOP OF WOOD raiER RECOMMENDED MAILBOX SIZE <45*AFLAG T2 I.£z:NO. 10 X 1" SHEET METAL SCREWS&fUaJK ^-----1-1/2" THICK ’ WOOD FILLER 1/4" OIA. X 4"CARRUGE BOLTS AND NUTS 6" R.i SEE JOINT DETAIL 1-1/4" NOMINAL DIA. SOIEDULE 40 PIPE ©45"CLAMP AVAILABLE WHERE AUTOMOBILE TAIL PIPE FITTINGS ARE SOLO a tr 6" R.SECTION A-A o <co 5B)Qi C 3 O 36“I i a DRIU 5/16" DIA. HOLES FOR 1/4" DU. CARRIAGE BOLTS TOP VIEW o OUTSIDE EDGE OF AGGREGATE SHOULDER. 8" TO 12” OUTSIDE OF PAVED SHOULDER OR 6" TO 12" FROM FACE OF CURS. a o Xa c o m § OROi. 3/8“ OIA. HOLES FOR 5/16“ DIA. BOLTS •o LJli© & li(0 © Q TAIL PIPE CLAMP DETAIL zoz©2b•o o I I ROADWAY VIEW I IOi 6 FT. MIN. FLANGED CHANNEL SIGN POST (3 LBS./FT.) PER SPEC. 3401 ' ' I-WL ^I IIPIPE/POSTCONNECTION hgSWING-AWAY MAILBOX SUPPORT I I§I II INOTES: --------- MAILBOX LOCATIONS SHOULD BE STAKED BEFORE INSTALLATION FOR mOPER HEIGHT AND DISTANCE FROM THE ROADWAY. ONCE STAKED, TIC INSTALLER MUST NOTIFY THE ENGINEER AND THE POST OFFICE. THE ENGINEER AND THE POSTMASTER SHALL APPROVE THE STAKED LOCATIONS PRIOR TO FINAL INSTALLATION. IN ACCORDANCE WITH THE CRASH TEST REPORT, THE RECOMMENDED MINIMUM SPACING CENTER TO CENTER BETWEEN MULTIPLE MAILBOXES OF THIS TYPE SHALL BE EQUAL TO THE HEIGHT OF EACH PARTICULAR MAILBOX. SEE NOTE 1. OTHER MAILBOX SUPPORT DESIGNS MAY BE USED IF THEY SATISFY NCHRP REPORT 350 CRITERIA IN ACCORDANCE WITH FHWA ACCEPTANCE LETTER, MEET MINNESOTA RULES 8818 AND U.S. POST OFFICE RECOMMENDATIONS AND ARE IN COMPLIANCE WITH MN/DOT REQUIREMENTS WHICH MAY INCLUDE THE FOLLOWING: PIPE SHALL CONFORM TO SPEC.3362, SCHEDULE 40 OF ASTM A53/A53M. ALL FASTENERS SHALL CONFORM 10 SPEC. 339U PIPES, POST AND OTHER STEEL COMPONENTS SHALL BE GALVANIZED PER SPEC. 3392. THE CONTRACTOR SHALL SEND THE PROJECT ENGINEER SHOP DRAWINGS FOR APPROVAL. FOR MAILBOX SUPPORTS SUBMnTEO FOR APPROVAL. THE BASIC DESIGN DIMENSIONS SHALL BE AS SHOWN ON THIS DETAIL DRAWING. FOR QUESTIONS REGARDING DESIGN ELEMENTS AND BREAKAWAY FEATURES, CONTACT THE DESIGN standard UNIT, ® ANY CHANGE IN HEIGHT MUST BE APPROVED BY LOCAL POSTMASTER. MEETS NCHRP 350 CRASH TESTING FOR SPEEDS 40 MPH OR GREATER sB c 4“ o a X tack weldo o 1“ NOMINAL DIA. SCHEDULE AO PIPE <JOINT DETAILoo! § q <=3 £o ceRTTTHD BYS LICENSED PROFESSIONAL ENGINEER MAILBOX SUPPORT<DATELICENSE NO.BETERENCE DATE 4-26*06 <SHEET NO,SHEETSOFSTATE PROJ. NO.uc ■; •i'-. o I Iapif V V CROSS DRAINAGE BAR AT CENTERLINE CULVERTS ONLY. MAXIMUM SPACING OF 2‘ 6"h».^6 bolts TYMCALrI®(fI i SAFETY BARS iA TABLE FOR CIRCULAR PIPES>”n "Ho THICKNESS DIMENSIONS I INCHES )L DIMENSIONSPIPEr*OIA.OVERALL - WIDTH LENGTH(IH.>LENGTH(IN.)GAGE W SLOPEIN.A H SLOPE(IN.) I WITH CROSS DRAINAGE BARCDAO ..06A SA 4613IS3286All6il .064 All 68IS2TAJA46il21B6 6il 64..064 30 46 All 3624168B■ 30 12 120.109 12 9 36 60 SO 6it4il SAFETY BARS156.109 12 12 9 42 66 All 104 Gil36 12 19242.109 16 12 48 60 All 128 6il 2285486.152:6it48.109 12 16 12 All' 264.109 12 12 60 92 4il 173 6ti6416 12 12 66 4il 200 6il 30060.109 98 .163> 33O -A. 1/2". OIA.HEX.HEAD BOLTS TYPICALTABLE FOR ARCHED PIPES a L DIMENSIONSDIMENSIONS (INCHES >(INCHES )THICKNESSEQUV. “n ^DIA.LENGTH (IN.) UNOTH (UUOVERALLWIDTHSLOPERISEGAGEA H W SLOPESPANIK.(INJ WnHOUT CROSS DRAINAGE BAR8tlIS43301662T4a201821A)64 8 4d 32 6il24 482118.064 16 8 6 30 46«/)o ISOMETRIC VIEWS406il60634604il242620.064 16 6 6il6366 8435249414d30HJT9 14 12 6<1124ilT6 1144229948T236.109,12 NOTESb GALVANIZE ALL HARDWARE AS PER SPEC. 3392. CONNECTORS ROUND SEED 15" THRU 24" ATTACH. TO PIPE WITH TYPE NO. 1 STRAPS. ALL OTHER SIZES ATTACH WITH TYPE NO. 2 RODS AND LUGS. OPnONAL TOE EXTENSIONS WHEN REOUIRED ARE TO BE THE SAME GAGE AS END SECTION. DIMENSIONS SHALL BE OVERALL WIDTH LESS 6 INCHES BY 8 INCHES HIGH. SAFETY BARS SHALL BE FABRICATED FROM STRUCTURAL STEEL PIPE AS PER SPEC. 3362 AND GALVANIZED AFTER FABRICATION AS PER SPEC. 3394. . NO GRATE IS OF ANY KIND AUOWEO ON AN OUTLET WnHOUT A ORATE BEING PLACED ON THE INLET ALSO. . 4il 6il3312558T92 13849.109 12 1642 63 4il 112 6d 168581216 12 954957.109<8 6il70132 1986443.109 12 16 12 102 4il54 rr 6il 2221094il148714716 1260.109 12 6it4ilIBS 282/83 57 12 89 12172.109 12 18 d) MINIMUM SIZE FOR CROSS-DRAINAGE STRUCTURES. v>OJ O Jhw > ihb» !. D FUU.- ROUND PIPE OF EQUAL PERIPHERY PIPE-ARCH SHEET THICKNESS - CAGE RELATIONSHIP /TWOWESS - EQUIVALENT\;GALV. STEEL UNJ ALUM. ALLOYGAGE A ON.)A UlIQ .0516 .0635 .0785 .1084.1382 .1681 18 .048 .060\16I \14 .075 .lOS .135 .164 1210 8 n SPAN 1 ROUND PIPE PIPE-ARCH PIPE ElO ElO)SPAN©RISE©CAGE CUBE.DM.AREA AREA(MIN.)0«N.)(DU (DU(DU sarr.sarr. 6 0.2 18 8 0.4 16 10 160.6 12 0.8 16 17151.2 16 13 1.1 16 18 1.8 16 1521 1.5 16212.4 16 24 18 2.2 16243.1 16 2028 2.6 16304.9 14 35 24 144.4 36 7.1 14 2942 146.44212339.6 8.7 1249 48 42.6 12 3857 1211.45415.9 12 43 14.3 12646019.6 10 71 47 17.6 21.3 25.3 1023.8 10 7766 52 67228.3 10 83 57 8 87833.2 68438.5 ROUND PIPE SHALL HAVE THE VERTICAL AXIS ELONGATED 52 MORE THAN THE N(D<MAL DIAMETER RICN CALLED FOR IN THE PLANS. THE AVERAGE D(SIK DIAMETER OF CIRCU.AR PIPE AK) PIPE TO BE REFORMED INTO PIPE ARCHES SHAU NOT VARY MORE THW( ONE PERCENT OR ONE-HALF INCH, WHICHEVER IS GREATER. FROM THE NOMINAL DIAMETER WHEN MEASURED. ON THE INSIDE CREST OF THE CORRUGATIONS. FOR PIPE-ARCH A TOLERANCE OF PLUS Oft MINUS ONE INCH Oft TWO PERCENT OF THE EQUIVALENT CIRCULAR DIAMETER, WHICHEVER IS GREATER. HILL BE PERMISSABLE IN SPAN AND RISE. ALL DIMENSIONS ARE MEASURED FRaM THE INSIDE CRESTS OF T!2 CORRUGATIONS. ©SEE AASHTO M19GM FOR ALUMINL!M PIPE-ARCH VALUES. ( .1 Jan. 29, 1979 STATE or fSNNESOTA DEPARTMENT OF .TRANSPORTATION CORRUGATED METAL PIPE CULVERT STAND.ARD 2-2.''3.*‘x 1/2" CORRUGATION SPECIFICATION REFEREXCE 2501. 2502 2S03 , STANDARD PLATEI NO. 3040FREVISED 8-22-96 I Construction and Enpmserms Development 09 35 t •3VI~i o NO. OF PIECIS TO ORATE "L"NUMBER TOTAL WEIG.4T OF PIECES < APPROX.» g HUM3ER OF LOMGITUOINAL BARS "M"PIPE SIZE AND TYPE LENGTHOFGAGE LENGTH OF PIPECROSSOFloontCRATEBARS11%lil^i 6'3"S' T"la" ROUND 12 1 75 LBS.0 5 T T'l"T'6"21 ■■ ROUND 12 €2 1A5 LBS.i!3 2A" ROUND I 8'7"165 LBS.9'3"12 6 2s>m '11'8“30" ROUND 6 2A5 LBS.12' 9"10 1li-ii M'B"325 LBS.IS'3"3B" ROUND 1 5IQ 10|M•o 41 JO'as LBS.- 5'0»A 2.1" CMP-A -12 1 A 1o24" CMP-A 12 1 5 S'7"2 120 LBS.6' 9"1O 12 6'7"153 LBS.2 28" CMP-A 6 T'3"1 2 35" CMP-A S 8'7"195 LBS.9'3"&10 1 3 ® EACH SECTION SHOULD BE OF EQUAL LENGTH FOR SPLH GRATE WHEN POSSIBLE. (D SPAN DIMENSIONS.s:mV, —{S>-ANCHOR. ( SEE DCTAIL Iside: VoIew TYPICAL SINGLE PIECE GRATEc:^ p? f/j § s o>: 5 -H m o oTf -T1 “i"r------r-T— edge: ofCULVERTUlOVERUPiie 33 T3Sg? P m5nO SS iSa>Sn H STEEL BAR;___Jf O. \Ul raIin3-ul TTh D£A. STEEL BAR, " NOTCH END AND WELD TO CROSS BAR a.1-1/4" NOM.DIA. STD. PIPE NOTCH AND HELD TO CROSS BAR.------—CULVERT NOTCH DETAIL>•M < ■X. EQUAL SPACING BETWEEN CROSS BARSC3 Oa NOTESb GALVANIZE PER SPEC. 3394 AFTER FABRICATION. SAFETY APRON SMALL'BE CONSTRUCTED OF STRUCTURAL STEEL PER SPEC. 3306. ALL CROSS BARS SHALL BE WELDED AU. AROUND TO STEEL PLATE FRAME. THE APRON SHALL BE FASTENED TO THE CULVERT WITH A STANDARD COUPLING BAND. SEE STANDARD KATE 3221, SEE SHEET 2 OF 2 FOR CONNECTION TO CONCRETE CULVERTS. ALL CROSS BARS AND CENTER LONGITUDINAL BARS SHALL BE 1-1/2" DIAMETER, NO GRATE OF ANY KIHD IS ALLOWED ON AN OUTLET WITHOUT A GRATE BEING PLACED ON THE INLET ALSO. "M"^ >••H TOP VIEWn C L0N(5ITtJDINAL BAR.S3 BEND AS NECESSARY.PI ,L^ w y %1/2" ROUNDi ss913 “ y >ON ALL CORNERS§8 SaPI g l/A" THICK X 3"X HIDE STEEL PLATE SEE CULVERT NOTCH DETAIL - _ OJ 00 — SIDE VIEW TYPICAL SPLIT GRATE (MITERED PIPE SHOWN I -3 AN(DI03, t SEE DETAIL ) -«4"Inro Storm water Pollution Prevention Plan Buchanan Lake A J E Companies Inc Ottertail, Minnesota 56571 Ottertail, Township Otter Tail County Minnesota BACKGROUND This storm water pollution plan for A J E companies. Taking in about 5 acres. Of these 5 acres 3.7 acres will be disturbed for the drives. The drive is for the lots which will be residential. LOCATION AND SITE DESCRIPTION The site is west of Buchanan Lake and is mainly a sandy soil (Hubbard sand) The site is an open field with grass cover. The site lies in the Ottertail River Water shed. The nearest surface water is Buchanan Lake which is directly East of site. The location coordinates are lat. 46.4529 north Ing. -95.5699 west. All Of the project is in section 2 of T134N R39W (Ottertail township Otter Tail County, Minnesota) The site is relatively flat terrain (0-5% slope) and is a free draining sand The entire site is pervious (topsoil and grass). GENERAL CONSTRUCTION PROJECT INFORMATION We are constructing a drive. The drive will be about 2900' long with a 50' R cull-tl-sac and have 24'of gravel. The drive will stay gravel. There also could be a driveway across 2 lots. i-.'' Erosion control Temporary erosion control during construction will include silt fence. Earthen berms and temporary sediment basins. We will also incorporate A policy of leavitig a grassy buffer between the lake and the roads (this will Be implemented); All temporary sediment control will be seeded and BMPs will be used. Entrance to have stone pad to minimize vehicle Tracking. Permanent erosion control will include grasses swales and ditch blocks. Small filtratioh basins and infiltration areas. Minimal water should reach The filter strip along the lake. All home sites will retain storm water on There own land or in the grasses swales of the road. Native grasses and Deep rooted grass will be encouraged to be use in the BMPs. Site conditions proximity to water The road ends 250' from Buchanan Lake. The project does not drain or discharge into a calcareous fen, impaired water, or a karst area, and no Known wells are on the site. Residential construction During residential construction storm water BMPs will be used. • Sediment control of stockpiles (silt fence seeding ect) • Sediment control of down gradient perimeters prior to construction • Inlet protection • Sediment control for temporary or permanent drainage ditches And sediment basins. Pollution Prevention Management Measures During construction all contractors will properly manage solid waste Use of dumpsters, recycling, and proper hazardous waste disposal Is required. No construction vehicles washing or washing out of concrete Trucks are allowed on site. Any leaks of fuel or oils of over 5 gallons will be Reported to the agency. MINNESOTA STATUTE 115.061 Inspection Site inspections will be done by the contractor every 7 days or every .5" 24 hr rain event. The contractor will be required to show training Documents. When site Is 70% grown In with ground cover the site Will be turned over to owner for site management. Maintenance Records will also be turned over to owner at this time. PROTECnON OF OUR WATER IS VERY INPORTANT BE CAREFULL STOP EROSION USE BUFFER STRIPS ALONG WATER AND WETLANDS. DOCUMENTS INCLUDED 1. National Wetlands Inventory 2. Site location map 3. Drainage map 4. A site map with erosion control measures. Certification Corporate Certification I certify under penalty of law that this document and attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, dr those persons directly responsible for gathering the information, the information submitted is, to the best of tny knowledge and belief, true, accurate, and cornplete. I ant avrare that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signature/Date;/ Vice Presideht/General Manager' 2 LAND AND RESOURCE MANAGEMENTOTTER TAIL COUNTY, GOVERNMENT SERVICES CENTER, 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 Commissiori for Otter Tail County, Minnesota, do hereby certify that on j(2^2^day of cif/uJU , 2011, the attached Notice of Hearing and was dulythe. served upon the following: County Sheriff County Highway Engineer a.Courthouse duL^ otter Tail COLA, John Matieson, 23562 W Silver Lk Rd, Battle Lake, MN 56515 MPCA, 714 Lake Ave., Suite 220, Detroit Lakes, MN 56501 DNR, Julie Aadland, Div. Eco & Water Resources, 1509 1st Ave N, Fergus Falls, MN 56537 Melody Webb, DNR, Trails & Waterways Arlin Schalekamp, DNR, Div. of Fisheries Doug Hedtke, DNR, Div. of Wildlife Planning Commission Members (The above receive all Notices) Lake Improvement District (if project is located on their lake, mail Notices to the Lake Improvement District) Pelican, Fish, Bass & Little Pelican; PelicanpftfuVlake Imp. Dist., %Fred Manue South Turtle Lake: ^^SdtithTu^e LakgJfflp^Dist., %Bricker & JajjgrTj Little Pine &,@i^Rne: Pine Lakes Imp. Dist., PO Box 4 onald. Kerbs & Paul; McDonald LVI t/^ty Clerk (if located within 2 miles of a city) INDOT Dist. Office, 1000 Hwy 10 W, Detroit Lakes, MN 56501 (if located on a State or Fed Hwy) ^Arlj^npnt P.minty Zriping A4ffHrrteTrator rKjhe_Cowtv>-is in theJlBtrffef) ^1 their website for name/address Becker CQliQty-AnrlTroTSQotify in addtk^j>kjThVir ZnrLia«‘A(!mirN£trati3rt^ tbeii^website for name/address Per BK, do not notify individuals within a City Limit Same Envelope 71 Otoson RDjJ^troit Lake; 71^790 Turtle ShoreJ^rCUncfsTWoodfMN 56586 56501 <Ferham, MN 56573 ip. Dist., PO Box 133, PerharffTMN 56573Lift )^U/YUhAA6^ ~ by placing a true and correct copy thereof in a sealed envelope, 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. ^ 7^ ^wnshlp_ Clerk3-ake A^<^ciati(j^surveyor,.(if appropriate) and those listed on the attached sheeTT Secretary If parcel owner is “USA”, nnail to Fish & Wildlife Service, 18965 Co. Hwy 82, Fergus Falls, MN 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 02-2011 PLANNING COMMISSION NOTIFICATION WORKSHEET Applicant: '/if/ilmeeting Date:Lake: Date Assigned:Assigned To: Completed:Return By: ’A Mile (2640’) Preliminary PlatV4 Mile (1320’) Conditional Use App Sherry (CIS) will get map, listing, labels (she has an*Township / County Roads: advanced mapping system), unless it is adjacent to the parcel(s) that run the length of the road project. Be sure to list the road name(s) and the parcel number(s) involved with the project on this sheet for Sherry. OJ±UjTa,'0J jjAKp PC:Worksheet Notification 09/08 AJE Conditional Use 1320 Ft Buffer PIN Sort Name HNbrName 2 Addr2Street City Zips Zip4St 46000020004000 KIMBER,JAMES H 44245 BUCHANAN POINTRD OTTERTAIL 56571 9512MN 46000020005000 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER 55304MN 4259 46000020005001 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER 55304 4259MN 46000020005002 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER MN 55304 4259 46000020005003 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER 55304MN 4259 46000020005004 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER 55304MN 4259 46000020005005 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER MN 55304 4259 46000020005006 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER 55304MN 4259 46000020005007 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER 55304MN 4259 46000020005008 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER MN 55304 4259 46000020005009 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER 55304 4259MN 46000020005010 GRANT,RICHARD & KAREN 1125 26TH AVE S #1 MOORHEAD 56560MN 4609 46000020005011 GODE,KEVINJ & DAWN L 42224 FAWN OAKS RD DENT MN 56528 9112 46000020005012 AJE COMPANIES INC 1875 STATION PKWY NW ANDOVER MN 55304 4259 HAWES,LOREN & BARBARA46000020006000 33031 STATE HIGHWAY 78 OTTERTAIL 56571 9401MN 46000020006001 HILL,FLORA C TST 44179 HAWES BEACH RD OTTERTAIL 56571 9508MN 46000020006002 SHASKY,LETTY M 44204 HAWES BEACH RD OTTERTAIL 56571 9508MN 46000020006003 HONERMAN,PATRICKJ 44116 HAWES BEACH RD OTTERTAIL 56571 9508MN OLSON,WILLIAM J & MARY A MORK46000020008000 1939 BOHLAND AVE SAINT PAUL MN 55116 1907 46000030009000 ALBERTY,RAYMOND I TST 34501 STATE HIGHWAY 78 OTTERTAIL 56571 9448MN 46000030009002 RDOFFUTT CO PO BOX 7160 FARGO 58106 7160ND HAWES,LOREN & BARBARA46000030011000 33031 STATE HIGHWAY 78 OTTERTAIL 56571 9401MN 46000990757000 RED ROOF ANIMAL HOSPITAL LLC 440330 HAWES BEACH E OTTERTAIL 56571MN 46000990758000 TRAN,NGHIA & KATHRYN SAYLOR 2203 HENDRY PL MAPLEWOOD MN 55117 1819 TRAN,NGHIA & KATHRYN SAYLOR46000990759000 2203 HENDRY PL MAPLEWOOD MN 55117 1819 46000990760000 WELLS,LARRY 2944 28TH AVE S FARGO 58103 5076ND HOWE,THERESA & MICHAEL46000990761000 44105 HAWES BEACH RD OTTERTAIL 56571 9808MN 46000990762000 WYNKOOP,CLYDE A &. PATRICIA J 104 KANSAS ST W LANSING 66043 1515KS 46000990763000 COCHRAN,KEVIN 17115 5TH PLNE BELLEVUE 98008 4106WA DRECKMAN,STANLEY & DONNA46000990764000 512 17TH ST E WEST FARGO ND 58078 2194 1 AJE Conditional Use 1320 Ft Buffer PIN Sort Name H NbrName 2 Street AddrZ City St Zips Zip4 46000990765000 SCHAFER,WILLIAM J &JILL 44149 HAWES BEACH RD OTTERTAIL MN 56571 9508 46000990766000 SCHAFER,WILLIAM J & JILL 44149 HAWES BEACH RD OTTERTAIL MN 56571 9508 BOYENGA,DALE A & LESLEY A46000990767000 6424 BRACKETT RD EDEN PRAIRIE MN 55346 1020 46000990768000 BOYENGA,LESLEY A 6424 BRACKETT RD EDEN PRAIRIE MN 55346 1020 46000990769000 BOYENGA,DALE 6424 BRACKETT RD EDEN PRAIRIE MN 55346 1020 WICKER,PATRICK A & EVELYN Z46000990770001 15013 RUSHMORE CRES MNBURNSVILLE 55306 6359 46000990771000 HEIN,TERRYL& TRACY J 44310 HAWES BEACH TRL OTTERTAIL MN 56571 9509 MEYER,PETER W & JOANNE46000990772000 44300 HAWES BEACH TRL OTTERTAIL MN 56571 9509 46000990773000 WERRONEN,EINO & CAROLINE 44157 HAWES BEACH RD OTTERTAIL MN 56571 9508 46000990774000 ROOB,LAWRENCE J & CAROLYN A 44163 HAWES BEACH RD OTTERTAIL MN 56571 9508 46000990775000 HILL,FLORACTST 44179 HAWES BEACH RD OTTERTAIL MN 56571 9508 46000990776002 HOVLAND,HUBERT D JR & KRISTY 44191 HAWES BEACH RD OTTERTAIL MN 56571 9508 46000990777000 SHASKY,LETTY M 44204 HAWES BEACH RD OTTERTAIL MN 56571 9508 HASTINGS,DAVID M & SHERRY L46000990778000 924 ASH ST APPLETON MN 56208 1025 46000990779000 BRUDELIE LTD PRTNRSHPF 3635 BLACK OAKS LN N PLYMOUTH MN 55446 2600 46000990780000 GRIMM,EDWARD M 44233 HAWES BEACH RD OTTERTAIL MN 56571 9508 46000990781000 ROGER & MARTHA JENSEN TSTEES 44241 HAWES BEACH RD OTTERTAIL MN 56571 9508 46000990886000 MORR,LELAND PAUL & PATRICIA L 19100 SPRINGFIELD RD PO BOX 37 GROVELAND IL 61535 0037 53000340264000 ALBERTY,RAYMOND I TST 34501 STATE HIGHWAY 78 OTTERTAIL MN 56571 9448 53000350270000 BADE,DONALD P 1286 RIVERSIDE DR N MOMENCE IL 60954 3452 53000350271000 HEISLER,DONALD J 42263 COUNTY HIGHWAY 1 OTTERTAIL MN 56571 9404 53000350271002 KIMBER,JAMES H 44245 BUCHANAN POINT RD OTTERTAIL MN 56571 9512 53000350271003 OTTER TAIL CORPORATION ATTN PROPERTY TAX PO BOX 496 FERGUS FALLS MN 56538 0496 53000350273000 WELLS,LARRY 2944 28TH AVE S FARGO ND 58103 5076 53000990798000 BANZ,MARY D 7501 119TH AVE N CHAMPLIN MN 55316 2241 53000990799000 BANZ,MARY D 44446 CRIMSON TRL PO BOX 183 OTTERTAIL MN 56571 0183 53000990800000 FORNER,LEE & JULIE 150 ASPEN RDG BLANCO TX 78606 5429 53000990801000 PAULSON,DANIEL J ETAL 804 NORTHWOOD DR DELANO MN 55328 9236 53000990802000 WELLS,LARRY 28TH AVE S2944 FARGO ND 58103 5076 2 AJE Unique Mailer {street jAddrZ jst jzipSNameHNbrCity Zip4 AJE COMPANIES INC STATION PKWY NW MN 553041875ANDOVER 4259 RAYMOND I ALBERTY TST STATE HIGHWAY 7834501 OTTERTAIL MN 56571 9448 DONALD P BADE 609541286RIVERSIDE DR N MOMENCE 3452IL MARY D BANZ 7501 119TH AVE N CHAMPLIN MN 55316 2241 MARY D BANZ 44446 CRIMSON TRL PO BOX 183 OTTERTAIL MN 56571 0183 DALE BOYENGA 6424 BRACKETT RD EDEN PRAIRIE MN 55346 1020 DALE A & LESLEY A BOYENGA BRACKETT RD MN 553466424EDEN PRAIRIE 1020 LESLEY A BOYENGA 6424 BRACKETT RD MN 55346 1020EDEN PRAIRIE BRUDELIE LTD PRTNRSHP 3635 BLACK OAKS LN N PLYMOUTH MN 55446 2600 KEVIN COCHRAN 5TH PL NE WA 9800817115BELLEVUE 4106 STANLEY & DONNA DRECKMAN 512 17TH ST E WEST FARGO 58078 2194ND LEE & JULIE FORNER 150 ASPEN RDG BLANCO 78606 5429TX KEVIN J& DAWN LGODE FAWN OAKS RD MN 56528 911242224DENT RICHARD & KAREN GRANT 26TH AVE S #1 MN 565601125MOORHEAD 4609 EDWARD M GRIMM 44233 HAWES BEACH RD OTTERTAIL MN 56571 9508 DAVID M & SHERRY L HASTINGS ASH ST924 APPLETON MN 56208 1025 LOREN & BARBARA HAWES 33031 STATE HIGHWAY 78 OTTERTAIL MN 56571 9401 TERRY L& TRACY J HEIN HAWES BEACH TRL MN 5657144310OTTERTAIL 9509 DONALD J HEISLER COUNTY HIGHWAY 142263 OTTERTAIL MN 56571 9404 FLORA C HILL TST HAWES BEACH RD OTTERTAIL MN 56571 950844179 PATRICK J HONERMAN 44116 HAWES BEACH RD OTTERTAIL MN 56571 9508 HUBERT D JR & KRISTY HOVLAND 44191 HAWES BEACH RD OTTERTAIL MN 56571 9508 THERESA & MICHAEL HOWE HAWES BEACH RD MN 56571 980844105OTTERTAIL JAMES H KIMBER BUCHANAN POINTRD OTTERTAIL MN 56571 951244245 PETER W & JOANNE MEYER 44300 HAWES BEACH TRL OTTERTAIL MN 56571 9509 LELAND PAUL & PATRICIA L MORR SPRINGFIELD RD PO BOX 37 6153519100GROVE LAND 0037IL WILLIAM J OLSON & MARY A MORK 1939 BOHLAND AVE SAINT PAUL MN 55116 1907 OTTER TAIL CORPORATION PO BOX 496 MN 56538 0496FERGUS FALLS DANIEL J PAULSON ETAL 804 NORTHWOOD DR MN 55328 9236DELANO RDOFFUTT CO PO BOX 7160 FARGO 58106 7160ND AIE Unique Mailer H NbrName Street Addr2 City St Zips Zip4 RED ROOF ANIMAL HOSPITAL LLC HAWES BEACH E440330 OTTERTAIL MN 56571 ROGER & MARTHA JENSEN TSTEES HAWES BEACH RD44241 OTTERTAIL MN 56571 9508 LAWRENCE J & CAROLYN A ROOB 44163 HAWES BEACH RD OTTERTAIL MN 56571 9508 WILLIAM J & JILL SCHAFER HAWES BEACH RD44149 OTTERTAIL MN 56571 9508 LETTY M SHASKY 44204 HAWES BEACH RD OTTERTAIL MN 56571 9508 NGHIA TRAN & KATHRYN SAYLOR 2203 HENDRY PL MAPLEWOOD MN 55117 1819 LARRY WELLS 2944 28TH AVE S FARGO 58103 5076ND EINO & CAROLINE WERRONEN HAWES BEACH RD44157 OTTERTAIL MN 56571 9508 PATRICK A & EVELYN Z WICKER 15013 RUSHMORECRES BURNSVILLE MN 55306 6359 CLYDE A & PATRICIA J WYNKOOP 104 KANSAS ST W LANSING KS 66043 1515