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HomeMy WebLinkAbout28000310239000_Conditional Use Permits_09-15-2004e^\V5l2coi* OTTER TAIL COUNTY Conditional Use Permit # (^i(. i Address Co TfWtj 3'T ^/h^uJ Location: Lake N(^tC Sec. Twp. _[W Range H Two. Name t ie ■4" h/l iaa- Owner’s Name1 l{^ 01 (St )D_____________ Work Authorized: (vwf<»a __ (kM/oc«-cK^TvA'^v^ |q^3 |Wr\ /giLjsW t?w OIL AprfH IQUO <L^ Cc(fl-S; 5-^ / * (rALS-fYUC-r Up -fn I^V\' yMguw ' Land and Resource Management Offic/a/^ ; ‘-0 ‘iChH Expires:Issued: /(>-'■( 1. Earthmoving shall be done between 2. Entire area shall be stabilized within 10 days of the completion of any earthmoving. 3. Owner is legally responsible for all surface water drainage that may occur. 4. No fill shall enter or be taken from the beds of a public water without a valid permit from the State of Minnesota Department of Natural Resources. 5. If the terms of this permit are violated the entire permit may be revoked and the owner may be subject to legal prosecution. 6. 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. 7. NOTIFY DEPARTMENT OF LAND AND RESOURCE MANAGEMENT, TELEPHONE (218) WORK HAS BEEN COMPLETED. & HEN AUTHORIZED BK-1099-046 298.111 • VUDrLuvtMnCo .PiMMn • Ptii. MN • l-a00-34ft-4870 OFFICE OF COUNTY RECORDER OTTER TAIL MINNESOTA I hereby certify that this instrument #__962028 was filed/recorded in this office for record on theZ£ilhday of ---------------------2004 at.£L2Q.^m^m Recoraer Deputy Wendy^etcalf, Cpunto bv: ✓y ^ c h/_recording fee .weli certificate L',l? THE ABOVE SPACE IS RESERVED FOR THE COUNTY RECORDER APPLICATION FOR CONDITIONAL USE PERMIT COUNTY OF OTTER TAIL 121 W Junius Suite 130, FERGUS FALLS, MN 56537 (218) 739-2271 (i\<#5oo6 in -‘/1S-339/ "•COMPLETE THIS APPLICATION IN BLACK INK Application Fee Receipt Number /^// //(pnc DAYTIME PHONEPROPERTY OWNER 33371 15 - /)/vADDRESS LAKE CLASSLAKE NAMELAKE NUMBER Cx>. /^>^Lujo-y !3H3/TOWNSHIP RANGE TOWNSHIP NAMESECTION ^^0003}Q3i3°j(X>0 E-911 ADDRESSPARCEL NUMBER 3E!/i of sey^LEGAL DESCRIPTION ^u^hS|-va/o| (V )t) CONDITIONAL USE PROJECT REQUESTED (Please circle the appr#riate request) (j O Topographical Alteration (2) Commercial Use (3) Cluster Development (4) Extractive Use (5) Industrial Use ( 6 ) Forest Land Conversion (7 ) Miscellaneous_____________________________________________________ EXPLAIN YOUR REQUEST yO/T>yadSeS 4uic Approx/fm'feVy \ooc auJc^ijz. 5 ^ BiW>«vunou^CDmrxNirA ViviJ ■4a L-vfL. / 0/sJt_ eyyo no^on>a.c. L 0*^ 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. SIGN/^Jt^f^E OF PROPERTY OWNER DATE APPLICANT MUST BE PRESENT AT THE HEARING(Applicant Will Receive Notification As To The Date/Time Of Hearing) BK-0600-006 301,508 • Victor Lundeen Co., Printers • Fergus Falls, Minnesota )fficia pate '200^ Accepted By Land & Resource & Date Of Planning Commission Hearing Time - ' ■- , September 15, 2004: Planning Commission Motion: A motion by Sha, second by Maske to approve as presented, may construct the approaches and turn lanes up to November 1,2004. • oY\ Chairman/Otter Tail County Planning Commission County Board Action Approved As Recommended Denied As Recommended Other 'I Date of Tinal Action Chairm^/^er tail County Bo ard of Commissioners 4. & R Official/DateCONDITIONAL USE PERMIT #or—* Permit(s) required from Land & Resource Management k^NoYes (Contact Land & Resource Management) MiCopy of Application Mailed to Applicant And MN DNR L&R Permit No. Completion Date REQUEST FOR APPROACH OTTER TAIL COUNTY HIGHWAY DEPARTMENT //^ '^00^ 3^39/ C-Oi^^\y /-jxjy APPLICANT’S NAME DATE MAILING ADDRESS CITY, STATE, ZIP TELEPHONE NUMBER; HOME OFFICE p'^/ / - o /APPLICANT’S SIGNATURE DA' “7^CONTRACTOR’S NAME AAPPROACH LOCATION; COUNTY ROAD NUMBER 10 RURAL MUNICIPAL VTOWNSHIP NAME SECTION XWHAT SIDE OF THE ROAD WILL THE APPROACH BE ON? NORTH SOUTH EAST WEST S-€g,e^cREASON FOR APPROACH; A^plc,<Aur^ "fc^ HOW FAR FROM ANY EXISTING APPROACHES ON THE SAME SIDE OF THE ROAD; cAjlp Foil '^OOH /u opo HOW SOON IS THE APPROACH NEEDED; O Ok / IS THIS APPROACH REQUEST WITHIN 1000' OF A YES ^ NO_______ DISTANCE ? ^ OR 300’ FEET OF A RIVER OR ANY OTHER TYPE OF WATER? 7^ -7 /€.\a€. OFFICE USE DEPOSIT RECEIVED _ REMARKS J^,J ^ • f ./* / n J- cp/ir._____________ DENIEDAPPROVED 4^.it }! 'f/t g.-3 ~2 *e.rtiAL -T.’/rl^yaToi/ fyr S^4«*• c-e; il S 'hyjfL „6€c Date ApprovedMaintenance Supervisor This approach will be approved providing al! conditions with the Land & Resource Management Office are met. 0-* cc; /’'«/•/o < interstate engi P.O.Box 316 • Fergus Falls, MN 56538-0316 Phone:218-739-5545 • Fax:218-739-4814 www.lengl.com August 3, 2004 Mr. Rick West Otter Tail County Courthouse 419 South Court Street Fergus Falls, Minnesota 56537 RE; Red Horse Ranch Friberg Township F 04-047 Dear Mr. West: On behalf of the Red Horse Ranch, Interstate Engineering is submitting the attached preliminary drawings for two turn lanes on County Highway 10, approximately !4 mile east of the intersection with County Highway 111. Upon your response to these preliminary drawings, Red Horse Ranch plans to submit a formal application with required fees. The turn lanes have been drawn in response to your letter of recommendation on May 18, 2004. In the preliminary layout we provided you dated May 2004, we had proposed two new approaches. The attached Sheet No. 2 illustrates that the proposed western approach has been changed to facilitate the existing western approach. Sheet No. 3 illustrates the eastern approach. The approaches will be constructed in conformance with the Otter Tail County Minimum Standards for Approaches and Entrances. A 420 foot turn lane (12 feet wide) with a 180 foot taper is shown on Sheet No. 2 for the western approach to accommodate a 3% slope for stopping requirements. 5.T slopes were used on the back slopes of the western entrance to improve visibility. For the eastern approach, a 460 foot turn lane is shown to accommodate stopping distance requirements for a 7% slope. For the eastern approach, in slopes are shown using approximately the same slope steepness as existing. New, enlarged and/or extended culverts are shown to accommodate the wider approach. 8 inches of class 5 and 3 inches of bituminous will be used for the turning lane and shoulder. If you have any questions or need additional information please do not hesitate to contact me. Sincerely INTERST/VTE ENGINEERING, INC. Chris McConn, PE Project Engineer CM:lkl Attached: as noted Mr. Leigh Barry Mr. Ed Stoll cc:Offices in North Dakota Montana and Minnesota M:\2004\F0400047\CORRESPONDENCE\l-rickwest.doc ACEC q- intersta 9 P.O. Box 316 • Fergus Falls, MN 56538-0316 Phone:218-739-5545 • Fax:218-739-4814 www.lengl.com September 13, 2004 Mr. Leigh Barry 33371 Co. Hwy35 Dent, MN 56528 RE: Red Horse Ranch Friberg Township F 04-047 Dear Leigh: This letter is a summary of the modifications to the Stormwater Pollution Prevention Plan that have been made due to the addition of turn lanes to your project. Two turn lanes have been added to the project. Including gravel shoulders, the turn lanes create approximately 0.4 acres of additional impermeable space. This area will not drain to either of the wet detention ponds. The total designed impermeable space drained from the project without entering the wet detention ponds is less than 1 acre. The MPCA rules allow up to three acres of new impermeable space to drain this way. As required, these areas will drain through grassy swales, smaller ponds or grit chambers. The attached drawings (Sheet No. 1 and 2) show the location of the ditch checks, inlet protection, and grassy swales that will be used for temporary and permanent erosion control for the ditches and turn lanes. Rock check dams, and small iponds are not recommended for use within the road ditches due to the hazard they may present within the recovery zone of the road. Disturbed areas will be seeded within 14 days of completion of earthwork. Within 200 feet of the Otter Tail River, Category I erosion mat will be installed within the wetted perimeter of the ditches no later than 24 hours after connection to the surface water. Mulch will be disc anchored at a rate of 2 tons per acre on the remainder of the disturbed areas. Fertilizer is not recommended, since runoff is ultimately discharged to the Otter Tail River. Energy dissipation and stabilization will be installed within 24 hours of connection to the surface water that the ditch connects to. If you have any questions or need additional information please do not hesitate to contact me at 218-739-5545. Sincerely INTERSTATE EI^INEERING, INC. Chris McConn, PE Project Engineer C: Ed Stoll Offices in North Dakota Montana and Minnesota M:\2004\F0400047\CORRESPONDENCE\L-leigh3.doc ACEC I•I so (D o I11 ?! i!2 <■* o zzip.ho o X Q5 o o St„s i; 2iUJm3; -I (D m c J<I 6 ■uCIB ■fe IP c L o>B« I0l ^ c 1o* ^■f ®C IHI wQ.O)U i4J S COCN6 t:C«J a .eSO) 4J m inCOLciSu■q 4JoC»Q. LUFC go SfC so s go?!o SHEET NO. .11 so m o o : h SI ^s § 6 i I .S o Q. O U 3 55 Z oIP.< sii I O ^“5 s^: a. <Qi(/)g i 5 S ^ UJ m KK(0UJ (S'$(S "S c ^ * ii!S ^ o u ■U C w%CP c L o) U I !! IC I■■1 5>O' ^o>C IIII "20. — 05Ol i 4J S 0 I4J O or:CM gS inLCO 111%■D 41octwmgu.&: a UJf:go SrcSo g s 2o?!o SHEET NO. I I Io Ild _y 1 i ° I z3 1 3Z 0 zZ sll1 o5 o 2 <? ^X Q. O3O a.o &St„ i X; 5 3 tD UJCD LO3 m* IiI B y ■I w o>.9Uc§§ ^ S 1IBB ^@9 >%a>g Ia m COinin6D)y:ai -iCM g >y 0)s .£D>C4JLUoo lildi5&■o mo o eQ. LUfC gO QfC go g g8cO SHEET NO. I 1 ffi 1 o o i! li I ! o °o C;'3 £3§d ?3Z5feir. ZZQ s<s ^I Q. O I Q? O Q.R X S 31 “ UJm S o Ii Q 6 ■uC n BPeIH C.O) .EBbc Bb «e ^lEB O).Egi>%0)e IQ.COU)in o M Q>Sb inCNI 0S0 s .EO) 4J uCO BflCD I £. o 4JO s:LUfC go Tj* 9 go g go?! 3O SHEET NO. i m* o I 6 o S£ a Ia6z5^^5^5 So •} 8 -5 Q. a CL -uj3| o g X Q Q y Siso X o o s X 5UJma ^ c I I » o o ■U cIH n CP C L o>Bi IIII ^ C 1'& ^ ■■ ©C IU "sQ.O)01 i 4J S COCM6 t:CM 0 .sso oi 4J mOiinCOLuI 4JsCo o II s: a LU o eIC S 8S1^ So?!a SHEET NO. V s i iiij o e si9,i -3 Z o 1^5 CL .pi i e- fI Q. OO o <„o 2UJ m X 3 “£v>Ui (& c 1 11 o o ■U cIB m IPC L O) O c III «C 1IH ^.gCP>%0) c IQ COsCLM o>U io o <Dt:B .gCNJ O)3 c4JLU nLCO d>III■o 4JN. s CIM O o a a mp:So ep:So S s 2o?!o SHEET NO. I i a a g o O o |c «Jg2 o° 3 £ § z3 g;3 i1^. o zz o f I...Qe=<5V) CjS ^°g Q y- < g 5LJegIuoa(/)UJ (D (D -Q «C J£I “ o o IBB n & O) S“ cc Si O)lea >»ISi Iw O).E■SJ i .Eo> SHECT NO. „ ^ V I a o </1 s ffi z «o o u o so3o3:g o' ^3Z5S a Q. -iiiI 05 z o s<e ^5 Q. O<aOaSt„ K wO g sUJ m X oaa01 a ffi 1c 2 ■U CIH ■I CP eIH L O).EIIcli J .£CP >%0)C III ^ ^ O)II i o0) a .eo>c41IXI inLU 4J eIH a 2 Christopher McConn Date License No. SHErr NO,\ interstate engineering, inc. P.O.Box 316 • Fergus Falls, MN 56538-0316 Phone: 218-739-5545 • Fax: 218-739-4814 www.lengl.com September 13, 2004 Mr. Leigh Barry 33371 Co. Hwy35 Dent, MN 56528 RE: Red Horse Ranch Friberg Township F 04-047 Dear Leigh: This letter is a summary of the modifications to the Stormwater Pollution Prevention Plan that have been made due to the addition of turn lanes to your project. Two turn lanes have been added to the project. Including gravel shoulders, the turn lanes create approximately 0.4 acres of additional impermeable space. This area will not drain to either of the wet detention ponds. The total designed impermeable space drained from the project without entering the wet detention ponds is less than 1 acre. The MPCA rules allow up to three acres of new impermeable space to drain this way. As required, these areas will drain through grassy swales, smaller ponds or grit chambers. The attached drawings (Sheet No. 1 and 2) show the location of the ditch checks, inlet protection, and grassy swales that will be used for temporary and permanent erosion control for the ditches and turn lanes. Rock check dams, and small ponds are not recommended for use within the road ditches due to the hazard they may present within the recovery zone of the road. Disturbed areas will be seeded within 14 days of completion of earthwork. Within 200 feet of the Otter Tail River, Category I erosion mat will be installed within the wetted perimeter of the ditches no later than 24 hours after connection to the surface water. Miilch will be disc anchored at a rate of 2 tons per acre on the remainder of the disturbed areas. Fertilizer is not recommended, since runoff is ultimately discharged to the Otter Tail River. Energy dissipation and stabilization will be installed within 24 hours of connection to the surface water that the ditch connects to. If you have any questions or need additional information please do not hesitate to contact me af 218-739-5545. Sincerely INTERSTATE El^INEERING, INC. Chris McConn, PE Project Engineer C: Ed Stoll Offices in North Dakota Montana and Minnesota M;\2004\F0400047\CORRESPONDENCE\L-leigh3.doc ACEC i i !till iIII!i will most likelyNOTES;BUILDING LOCATION BE FARTHER FROM ROAD THAN SHOWN FACILITY GRADING CONTOURS WILL ALSO VARY BUILDING LOCATION. >:) WITH REVISED , CHECKS SHALL BE DITCH CHECK TYPE DETAILS FOR SPACING between DITCH based on ' SEE TYPICAL 2.) SPACING determined and slope. requirements. 3.) all disturbed soils within 200’ OF waters shall BE STABILIZED DAYS OF EARTH WORK COMPLETIONSURFACE WITHIN 1A SHEET 6 OF SWPPP i 3«1a (SS'•o I 5 5. ) DITCH CHECKS SHALL BE BIOROLLS OR MACHINE SLICED , SHOWN ON SHEET 5 OF SWPPP 6. ) CATEGORY I EROSION MAT IN ALL DITCH BOTTOMS. AND SIDESLOPES WITHIN SILT FENCE AS «ySHALL BE PLACED foot vertically 200' OF SURFACE «lUP ditch WATERS. c right ofROAD o>H -iWestern approachLANE 12’ WIDEMODIFIED WITH 600’ TURN S C7>Kl mDITCH CHECKS INLET PROTECTION GRASSY SWALE EROSION MAT mPROPOSED PROPOSED PROPOSED CATEGORY I LEGEHD PROPOSED PROPOSED PROPOSED PROPOSED ROAD PROPOSED TURNING LANE N CONTOUR MAJOR CONTOUR MINOR PARKING AREA IBS11280s§ ■ ■■.. ■■■a eo40040 IE feet , or report was and that I am a of the State plan, specificotion direct supervision under the laws •ode certify that this by me or nsed PffU I hereby prepared dul^Lto oyVidVesoti hder my ional Engineer ^'Oote^ 40964 License§O No.N0._ If: I ChristopherMcConn \s Ia NOTE: BUILDING LOCATION WILL MOST I % S a o </) 2 S Io o I•|6 rj o o z 3o3e§ 6 <3Z 0 ^ a Q. -iii1 Z o s<? ^5 Q. Og O aSt„ c mg SUJmIuoain3m *o C » u2 5 o o U e nCP eIH L O) U c III c i.£CP >»0) e ICl M Q)Cl i 4J £ a .£o>c4JLU inc.b4J e a 2 Christopher McConn Dote License No. SHEET NO.\ .1 i a5) 5 £ ^ a o) o o|o a 5 SI § £ I § 0 < 1 .S -5 0. o u 3 g 3Ui I h-2u zz o < . .QQ,5<m a ss:a Euio iLJ 5O liJ ffi X2t/> m<&■s c ^11 o o y *1 O) c Si 05.E ~ a>S ICO m § ■ ■ 0) ^0 <D.E05 l5 & ■ora SHEET NO. m P.O.Box 316 • Fergus Falls, MN 56538-0316 Phone:218-739-5545 • Fax:218-739-4814 www.lengl.com September 13, 2004 Mr. Leigh Barry 33371 Co. Hwy35 Dent, MN 56528 RE: Red Horse Ranch Friberg Township F 04-047 Dear Leigh: This letter is a summary of the modifications to the Stormwater Pollution Prevention Plan that have been made due to the addition of turn lanes to your project. Two turn lanes have been added to the project. Including gravel shoulders, the turn lanes create approximately 0.4 acres of additional impermeable space. This area will not drain to either of the wet detention ponds. The total designed impermeable space drained from the project without entering the wet detention ponds is less than 1 acre. The MPCA rules allow up to three acres of new impermeable space to drain this way. As required, these areas will drain through grassy swales, smaller ponds or grit chambers. The attached drawings (Sheet No. 1 and 2) show the location of the ditch checks, inlet protection, and grassy swales that will be used for temporary and permanent erosion control for the ditches and turn lanes. Rock check dams, and small ponds are not recommended for use within the road ditches due to the hazard they may present within the recovery zone of the road. Disturbed areas will be seeded within 14 days of completion of earthwork. Within 200 feet of the Otter Tail River, Category I erosion mat will be installed within the wetted perimeter of the ditches no later than 24 hours after connection to the surface water. Mulch will be disc anchored at a rate of 2 tons per acre on the remainder of the disturbed areas. Fertilizer is not recommended, since runoff is ultimately discharged to the Otter Tail River. Energy dissipation and stabilization will be installed within 24 hours of connection to the surface water that the ditch connects to. If you have any questions or need additional information please do not hesitate to contact me at 218-739-5545. Sincerely INTERSTATE El^INEERING, INC. Chris McConn, PE Project Engineer C: Ed Stoll Offices in North Dakota Montana and Minnesota M:\2004\F0400047\CORRESPONDENCE\L-lelgh3.doc ACEC .1 a a 5 o o I 6 = JI §■ i3 i I < Is 3LJ I h-2 o zz Q <0^ CL -5§ I Q?St^a i Su UJm I2(/)UJ mffi Ic S B y £m e e. o, i Ii IsIBB ^@B ‘I, ” 0) gi « n f4J Si B IUJ m !, & SHEET NO. \ NOTE; BUILDING LOCATION WILL MOST I ! O (/) S ffi s %go Ild Jso z no3§E<i S 13UJ I »-z o zz tr CL . O sis II Q. O’i°giI OS o CLO% i 5UlCDIoo(/} a C JC* I O O ■UCIB n a*eIB L O) .£U cBl 1 C 1 Ql ^ B d)e Ifli CO A CDHi g 4i a .9O) cLU III LflI 4J cIB a 2 SHEET NO. y \ iiiterstat© ©ilgineeriiig, inc. P.O.Box 316 • Fergus Falls, MN 56538-0316 Phone: 218-739-5545 • Fax: 218-739-4814 www.lengl.com September 13, 2004 -V Mr. Leigh Barry 33371 Co. Hwy 35 Dent,MN 56528 RE: Red Horse Ranch Friberg Township F 04-047- Dear Leigh: This letter is a summary of the modifications to the Stormwater Pollution Prevention Plan that have been made due to the addition of turn lanes to your project. Two turn lanes have been added to the project. Including gravel shoulders, the turn lanes create approximately 0.4 acres of additional impermeable space. This area will not drain to either of the wet detention ponds. The total designed impermeable space drained from the project without entering the wet detention ponds is less than 1 acre. The MPCA rules allow up to three acres of new impermeable space to drain this way. As required, these areas will drain through grassy swales, smaller ponds or grit chambers. The attached drawings (Sheet No. Land 2) show the location of the ditch checks, inlet protection, and grassy swales that will be used for temporary and permanent erosion control for the ditches and turn lanes. Rock check dams, and small ponds are not recommended for use within the road ditches due to the hazard they may present within the recovery zone of the road. Disturbed areas will be seeded within 14 days of completion of earthwork. Within 200 feet of the Otter Tail River, Category I erosion mat will be installed within the wetted perimeter of the ditches no later than 24 hours after connection to the surface water. Mulch will be disc anchored at a rate of 2 tons per acre on the remainder of the disturbed areas. Fertilizer is not recommended, since runoff is ultimately discharged to the Otter Tail River. Energy dissipation and stabilization will be installed within 24 hours of connection to the surface water that the ditch connects to. If you have any questions or need additional information please do not hesitate to contact me at 218-739-5545. Sincerely INTERSTATE El^INEERlNG, INC. Chris McConn, PE Project Engineer C: Ed Stoll Offices in North Dakota Montana and Minnesota M:\2004\F0400047\CORRESPONDENCE\L-leigh3.doc AC E C NOTES: BUILDING LOCATION WILL MOST LIKELY BE FARTHER FROM ROAD THAN SHOWN FACILITY GRADING CONTOURS WILL ALSO VARY WITH REVISED BUILDING LOCATION. 1.) BETWEEN DITCH CHECKS SHALL BE2.) SPACING DETERMINED BASED ON DITCH CHECK TYPE SEE TYPICAL DETAILS FOR SPACING Jand SLOPE. requirements.as3. ) ALL DISTURBED SOILS WITHIN 200’ OF SURFACE WATERS SHALL BE STABILIZED WITHIN 14 DAYS OF EARTH WORK COMPLETION 4. ) INLET PROTECTION SHALL BE CULVERT STAND PIPE PROTECTION TYPE AS SHOWN IN SHEET 6 OF SWPPP 5. ) DITCH CHECKS SHALL BE BIOROLLS OR MACHINE SLICED SILT FENCE AS SHOWN ON SHEET 5 OF SWPPP 6. ) CATEGORY I EROSION MAT SHALL BE PLACED IN ALL DITCH BOTTOMS, AND I FOOT VERTICALLY UP DITCH SIDESLOPES WITHIN 200’ OF SURFACE WATERS. 3 © O 5O (D ■g © ■ye mIP g Gb GB I i Ie 1 0) e IROAD RIGHT OF WAYMODIFIED/western APPROACH WITH 600’ TURN LANE 12’ WIDE iB ^ ©a ^SB i 0) <0 @ '§> K I HINLEGEND PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED PARKING AREA PROPOSED ROAD PROPOSED TURNING LANE e.i PROPOSED DITCH CHECKS PROPOSED INLET PROTECTION PROPOSED GRASSY SWALE CATEGORY I EROSION MAT s HI-1280 ei to 8040040 d4 feat900(0 o t that this plan, specification, or report was direct supervision and that I, Engineer under the laws of the State I hereby certify prepare^ by me or dul^Li^nsed oyMM&soicy 1/ am aShder my ionalSi io ^ Date ' 40964 I License No. SHEET NO.Christopher McConna \ I a a o {/) 2 S «o o Jg;o ° 3s §3<g g<3 0 Z a Q. .i|1 Z o s<s ^I Ol o’iO ao o y <g 5UJ m I uo</i 3 ffl (S'1c o ■ueIH n Ql eIM L O) 01 cOl ^ C IIH S’.£CP >s e I0 ■? M O)U i&0) a .EO)cJJLU in0.Ol cIH 2 Christopher McConn Date License No. SHEET NO.\ interstate engineering, Inc. P.O.Box 316 • Fergus Falls, MN 56538-0316 Phone: 218-739-5545 • Fax: 218-739-4814 www.lengi.com September 13, 2004 Mr. Leigh Barry 33371 Co. Hwy 35 Dent, MN 56528 RE: Red Horse Ranch Friberg Township F 04-047 Dear Leigh; This letter is a summary of the modifications to the Stormwater Pollution Prevention Plan that have been made due to the addition of trim lanes to your project. Two turn lanes have been added to the project. Including gravel shoulders, the turn lanes create approximately 0.4 acres of additional impermeable space. This area will not drain to either of the wet detention ponds. The total designed impermeable space drained from the project without entering the wet detention ponds is less than 1 acre. The MPCA rules allow up to three acres of new impermeable space to drain this way. As required, these areas will drain through grassy swales, smaller ponds or grit chambers. The attached drawings (Sheet No. 1 and 2) show the location of the ditch checks, inlet protection, and grassy swales that will be used for temporary and permanent erosion control for the ditches and turn lanes. Rock check dams, and small ponds are not recommended for use within the road ditches due to the hazard they may present within the recovery zone of the road. Disturbed areas will be seeded within 14 days of completion of earthwork. Within 200 feet of the Otter Tail River, Category I erosion mat will be installed within the wetted perimeter of the ditches no later than 24 hours after connection to the surface water. Mulch will be disc anchored at a rate of 2 tons per acre on the remainder of the disturbed areas. Fertilizer is not recommended, since runoff is ultimately discharged to the Otter Tail River. Energy dissipation and stabilization will be installed within 24 hours of connection to the surface water that the ditch connects to. If you have any questions or need additional information please do not hesitate to contact me at 218-739-5545. Sincerely INTERSTATE E^INEERING, INC. Chris McConn, PE Project Engineer C: Ed Stoll Offices in North Dakota Montana and Minnesota M:\2004\F0400047\CORRESPONDENCE\L-leigh3.doc ACEC .1 a 5a S O • O)O i o g;o o3o ggg fi LJ X t-2o zz 0 <1a: a . X oi o <i 5LlJX 2 oCOLJ m m ■S c ^I I o u y m O).£c !> I= 1•s» .s>»e ICD fig f ■ ■ 0) QB 0>sO) I & 4S BCB SHEa NO. \ .1 a o (O 2 3(D IO o Ild o sod3OS§Zf.3UJ I »-zO Z2 a D. -illX Q? o <s ^X Q. O O ao o w giTio <§sUJCDX(Jo</i s (D ■o C J£* U2 5 o u ■UeII «i 0* eIM Li 05 u cBl 1 C I■— .1’CP Q) e IBl ^ 05Bl i 05 0 .£O) 4J m inLU e 2 SHECT NO.\ Tn .1 a a (/) 5m o O O |d = JiO Z o3O g <3 iUJ X »- zo zz o <111cc Q. .5<°glX CiS K a K l/)0 g X S S “ UJCD a (/)UJ ffi$(D 1io IBB n m & f cci5Q. D).E>*— OJS ICO O).E 0).Eo> i&i u loa il SHEET NO, \ NOTE: BUILDING LOCATION WILL MOST LIKELY BE FARTHER FROM ROAD THAN SHOWN. FACILITY GRADING CONTOURS WILL ALSO VARY WITH REVISED BUILDING LOCATION. .1 a a o (/) 2 i/vw I ro to \>\I\\\/O O .1|o\ 1 /I/,/I/o Qtoh° 3e §i 3 3CP.J!<0 1 7//S0UTHERN POND ///WATER QUALITY // VOLUME =780 C.Y. V PERMANENT / VOLUME - 3,160 C. lESIGN VOLUME = 4,951 g\<1 3 d\5 2 a Q. -illI \Z1 o ■5to///\\r <CO C.''.!I a. oO'I/mi oX./\a!O O y QJ — ^ g. I <I1!5UlCDIjiiiiiaof(A!3 mIffi1I ILSt7B4' CMP INV=1E79.4 O..0' 1IT. /wewpm3 ■u7i niini cIHm7Iin^'or E 1^37' 'N 8 a>c e L CD -388.45-Bl640.00-cIII 1 c 1PROPOSED EASTERN APPROACH 640’ TURN LANE 12’ WIDE .EVABANDONED APPROACH c I0 A O)Ol i£o4iS0)§B .EO)N C4JLU ins LE OiLEGEND34JIcPROPOSED OONTOUR MAJOR PROPOSED CONTOUR MINOR PROPOSED PARKING AREA PROPOSED ROAD PROPOSED TURNING LANE 1280 PROPOSED DITCH CHECKS PROPOSED INLET PROTECTION § 3 afC io 40 800 40I PROPOSED GRASSY SWALES fMto I hereby certify that this plan, specification, or report was prepared, by me or/JUnder my direct supervision ond that I am o duly Li^nsed Pn of T^n^sotpKy StI?!o isional Engineer under the laws of the State 2Se/>hl^ux>Y 40964 Christopher McConn Date License No. SHEET NO.\ interstate engineering, Inc. P.O. Box 316 • Fergus Falls, MN 56538-0316 Phone:218-739-5545 • Fax:218-739-4814 www.lengl.com September 13, 2004 Mr. Leigh Barry 33371 Co. Hwy 35 Dent, MN 56528 RE: Red Horse Ranch Friberg Tov^mship F 04-047 Dear Leigh: This letter is a summary of the modifications to the Stormwater Pollution Prevention Plan that have been made due to the addition of turn lanes to your project. Two turn lanes have been added to the project. Including gravel shoulders, the turn lanes create approximately 0.4 acres of additional impermeable space. This area will not drain to either of the wet detention ponds. The total designed impermeable space drained from the project without entering the wet detention ponds is less than 1 acre. The MPCA rules allow up to three acres of new impermeable space to drain this way. As required, these areas will drain through grassy swales, smaller ponds or grit chambers. The attached drawings (Sheet No. 1 and 2) show the location of the ditch checks, inlet protection, and grassy swales that will be used for temporary and permanent erosion control for the ditches and turn lanes. Rock check dams, and small ponds are not recommended for use within the road ditches due to the hazard they may present within the recovery zone of the road. Disturbed areas will be seeded within 14 days of completion of earthwork. Within 200 feet of the Otter Tail River, Category I erosion mat will be installed within the wetted perimeter of the ditches no later than 24 hours after connection to the surface water. Mulch will be disc anchored at a rate of 2 tons per acre on the remainder of the disturbed areas. Fertilizer is not recommended, since runoff is ultimately discharged to the Otter Tail River. Energy dissipation and stabilization will be installed within 24 hours of connection to the surface water that the ditch connects to. If you have any questions or need additional information please do not hesitate to contact me at 218-739-5545. Sincerely INTERSTATE El^INEERING, INC. Chris McConn, PE Project Engineer C: Ed Stoll Offices in North Dakota Montana and Minnesota / M:\2004\F0400047\CORRESPONDENCE\L-leigh3.doc ACEC interstate eiigineerirtg, inc. P.O.Box 316 • Fergus Falls, MN 56538-0316 Phone: 218-739-5545 • Fax: 218-739-4814 www.lengl.com September 13, 2004 Mr. Leigh Barry 33371 Co. Hwy 35 Dent,MN 56528 RE: Red Horse Ranch Friberg Township F 04-047. Dear Leigh: This letter is a summary of the modifications to the Stormwater Pollution Prevention Plan that have been made due to the addition of turn lanes to your project. Two turn lanes have been added to the project. Including gravel shoulders, the turn lanes create approximately 0.4 acres of additional impermeable space. This area will not drain to either of the wet detention ponds. The total designed impermeable space drained from the project without entering the wet detention ponds is less than 1 acre. The MPCA rules allow up to three acres of new impermeable space to drain this way. As required, these areas will drain through grassy swales, smaller ponds or grit chambers. The attached drawings (Sheet No. 1 and 2) show the location of the ditch checks, inlet protection, and grassy swales that will be used for temporary and permanent erosion control for the ditches and turn lanes. Rock check dams, and small ponds are not recommended for use within the road ditches due to the hazard they may present within the recovery zone of the road. Disturbed areas will be seeded within 14 days of completion of earthwork. Within 200 feet of the Otter Tail River, Category I erosion mat will be installed within the wetted perimeter of the ditches no later than 24 hours after connection to the surface water. Mulch will be disc anchored at a rate of 2 tons per acre on the remainder of the disturbed areas. Fertilizer is not recommended, since runoff is ultimately discharged to the Otter Tail River. Energy dissipation and stabilization will be installed within 24 hours of connection to the surface water that the ditch connects to. If you have any questions or need additional information please do not hesitate to contact me at 218-739-5545. Sincerely INTERSTATE EI^INEERING, INC. Chris McConn, PE Project Engineer C: Ed Stoll Offices in North Dakota Montana and Minnesota M:\2004\F0400047\CORRESPONDENCE\L-leigh3.doc ACEC NOTE: BUILDING LOCATION WILL MOST .1 a o in s a Z£ 2 o >o I 6 J oUJ CMoC53o<gS3 5 ^ m 6 z o a<t IX Q. O O ao Q y SiTig < 5UJmI3otoJSmo' I ■UeIH ■I 0> cIH L ? Bl I Hi 1 c 1IH 5> CP >soe Ifli — O)U i 0) a O)cLU ill LD eIH 2 Christopher McConn Date License No. SHEET NO.\ interstate engineering, inc. P.O. Box 316 • Fergus Falls, MN 56538-0316 Phone:218-739-5545 • Fax:218-739-4814 www.lengl.com September 13, 2004 Mr. Leigh Barry 33371 Co. Hwy35 Dent, MN 56528 RE: Red Horse Ranch Friberg Township F 04-047 Dear Leigh: This letter is a summary of the modifications to the Stormwater Pollution Prevention Plan that have been made due to the addition of turn lanes to your project. Two turn lanes have been added to the project. Including gravel shoulders, the turn lanes create approximately 0.4 acres of additional impermeable space. This area will not drain to either of the wet detention ponds. The total designed impermeable space drained from the project without entering the wet detention ponds is less than 1 acre. The MPCA rules allow up to three acres of new impermeable space to drain this way. As required, these areas will drain through grassy swales, smaller ponds or grit chambers. The attached drawings (Sheet No. 1 and 2) show the location of the ditch checks, inlet protection, and grassy swales that will be used for temporary and permanent erosion control for the ditches and turn lanes. Rock check dams, and small ponds are not recommended for use within the road ditches due to the hazard they may present within the recovery zone of the road. Disturbed areas will be seeded within 14 days of completion of earthwork. Within 200 feet of the Otter Tail River, Category 1 erosion mat will be installed within the wetted perimeter of the ditches no later than 24 hours after connection to the surface water. Mulch will be disc anchored at a rate of 2 tons per acre on the remainder of the disturbed areas. Fertilizer is not recommended, since runoff is ultimately discharged to the Otter Tail River. Energy dissipation and stabilization will be installed within 24 hours of connection to the surface water that the ditch connects to. If you have any questions or need additional information please do not hesitate to contact me at 218-739-5545. Sincerely INTERSTATE El^INEERlNG, INC. Chris McConn, PE Project Engineer C: Ed Stoll Offices in North Dakota Montana and Minnesota M:\2004\F0400047\CORRESPONDENCE\L-leigh3.doc ACEC I•f a s I O LO sm o O o Id s ^ s suao3og§ ^ 1 i I 5UJ X »-zO Z25^2 Q <o: a .I X o aSt^<El/lO gUi 5UJ m X3 ua m m ■S CI I o u fl y g n £ & .1’ C i Ie ■« o> ” 0)e Ias m ^is -i■M S S -Ii5 as& is g SHEET NO. \ NOTE: BUILDING LOCATION WILL MOST I•f a s a o cn si o o S.1ld o o:z ° ps §3<i3 6 o z Q: c. -iii o s§ 5 CL O< O a1^0 i SUJmI uo</>s ffl c I I * o o ■U e m CP cIH L 0 11 c3*1c IBl ” O)Ol i 0) 0 .£O)cUJ inL11 C■H Christopher McConn Date License No. SHEET NO.\ interstate engineering, inc. P.O. Box 316 • Fergus Falls, MN 56538-0316 Phone: 218-739-5545 • Fax: 218-739-4814 www.lengl.com September 13, 2004 Mr. Leigh Barry 33371 Co. Hwy35 Dent,MN 56528 RE: Red Horse Ranch Friberg Township F 04-047•v.< Dear Leigh: ■4- This letter is a summary of the modifications to the Stormwater Pollution Prevention Plan that have been made due to the addition of turn lanes to your project. Two turn lanes have been added to the project. Including gravel shoulders, the turn lanes create approximately 0.4 acres of additional impermeable space. This area will not drain to either of the wet detention ponds. The total designed impermeable space drained from the project without entering the wet detention ponds is less than 1 acre. The MPCA rules allow up to three acres of new impermeable space to drain this way. As required, these areas will drain through grassy swales, smaller ponds or grit chambers. The attached drawings (Sheet No. 1 and 2) show the location of the ditch checks, inlet protection, and grassy swales that will be used for temporary and permanent erosion control for the ditches and turn lanes. Rock check dams, and small ponds are not recommended for use within the road ditches due to the hazard they may present within the recovery zone of the road. Disturbed areas will be seeded within 14 days of completion of earthwork. Within 200 feet of the Otter Tail River, Category I erosion mat will be installed within the wetted perimeter of the ditches no later than 24 hours after connection to the surface water. Mulch will be disc anchored at a rate of 2 tons per acre on the remainder of the disturbed areas. Fertilizer is not recommended, since runoff is ultimately discharged to the Otter Tail River. Energy dissipation and stabilization will be installed within 24 hours of connection to the surface water that the ditch connects to. If you have any questions or need additional information please do not hesitate to contact me at 218-739-5545. Sincerely INTERSTATE El^INEERING, INC. Chris McConn, PE Project Engineer C: Ed Stoll Offices in North Dakota Montana and Minnesota M:\2004\F0400047\CORRESPONDENCE\L-leigh3.doc ACECI I I a a 5m o«o o I u I §' 5 ai IIS 2 ?2= I X 0. . ^g5 O ClI X o <d 8 •=> os ^ Q. O X o qlkK</lg iUJ 5U4ffiX2u\aau o I ■U C■HnCP c L o) Bi I Q Ii: •o>IH ■P IC IHI CO ^ D)U i4J a -§>4J £ inL Hi4J eIH SHEET NO. \ .1 & o v\ s3 o o O o ! I ^z3 si «gg33655 IP. ^g5 X o St„cewg z o s<e IX a. o o ao <5 SUJffiXUJutna 5 ffi m 1c o ■U cII n c L O)CUc n Ic ■■■■ 5■ECP>%oC IU m ^111 i4JQ) a cD)CLU inLIII4J eIH a 2 DateChristopher McConn License No.\SHEET NO. FILE MEMO PROPERTY OWNER LAKEj(Rwi^/WETLAND NAME PARCEL # Date Action/Com merits__^ *, Pfijt>Pi>iiCQ Ct\€S ^ yiCuto ‘^jii,jp‘j ^ TTj'f RtAh> pfljjfiosic ry^^Mjts ^^''66 Y S^e.FAce ------------------------------------- 7~M€: di'^tn. ( A P^r^i>S Ca^iTti^r^ ($> 0e/>7. L£TTU ar) ^tuc L&R Official ^mTAm fi, r-■. ?,rM L&R OfncialDate. Action/Comments. L&R OfficialDate Action / Comments. I L&R OfficialDate. Action/Comments. L&R OfficialDate Action/Comments. L&R OfficialDate Action / Com ments. L&R OfficialDate Action/Comments.