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}d' <br />Lu <br />o_ <br />PLOTTED/REVISED: 4-APR-2018 <br />1" X 2" X 24" LONG WOODEN STAKES. <br />STAKES SHALL BE DRIVEN THROUGH THE <br />BACK HALF OF THE SEDIMENT CONTROL LOG <br />AT AN ANGLE OF 45 DEGREES WITH THE <br />TOP OF THE STAKE POINTING UPSTREAM. 01 <br />45' <br />FLOW <br />BACKFILL AND COMPACT SOIL FROM <br />TRENCH ON UPGRADIENT SIDE OF <br />SEDIMENT CONTROL LOG <br />sikt <br />SEDIMENT CONTROL LOG <br />WATER <br />FLOW —I.— <br />TWO 2" X 2" WOOD STAKES OR <br />REINFORCING BARS IN EACH BALE <br />EMBEDDED 10" MINIMUM IN THE <br />GROUND. <br />FLOW <br />PLACE SEDIMENT CONTROL <br />LOG IN SHALLOW TRENCH <br />(1" TO 2" DEPTH) <br />TYPES' STRAW. WOOD FIBER. OR COIR <br />1" X 2" X 24" LONG WOODEN STAKES AS <br />NEEDED. STAKES SHALL BE DRIVEN OVER <br />THE SEDIMENT CONTROL LOG AT AN ANGLE <br />OF 45 DEGREES WITH THE TOP OF THE <br />STAKE POINTING UPSTREAM. O <br />FLOW <br />8"-10" EMBEDMENT DEPTH <br />COARSE FILTER AGGREGATE <br />1:2 SLOPE (TYP) <br />CLASS I RIPRAP <br />rDITCH PROFILE <br />8' <br />TYPE 3 (ROCK WEEPER) <br />STANDING <br />WATER <br />EMBED BALES 4" INTO GROUND <br />4-4" <br />EMBEDMENT METHOD <br />TYPE IV GEOTEXTILE <br />ALONG BOTTOM <br />OF FILTER BERM <br />REPP CATEGORY 25 <br />6' WIDE MINIMUM 0 <br />STANDING <br />WATER <br />6" STAPLES AT 1' 0.C. <br />REPP (BLANKET) METHOD (ALTERNATE) <br />BALE BARRIERS® <br />REVISION: <br />APPROV DI JANUARY 8,2020 <br />MAAFR KARNOWSEI <br />CIO F ENYIIIONENTAL OfTICEA <br />SEDIMENT CONTROL LOGS <br />CLASS II RIPRAP <br />rDITCH <br />/ PROFILE <br />5' <br />TYPE 5 (ROCK) <br />FILTER BERMS <br />SEDIMENT CONTROL LOG <br />B"-10" EMBEDMENT DEPTH.A <br />'tit <br />TYPES' WOOD CHIP, COMPOST, OR ROCK <br />TYPE IV GEOTEXTILE <br />ALONG BOTTOM <br />OF FILTER BERM <br />COMPOST. SLASH <br />MULCH, OR TOPSOIL <br />MIN. <br />DITCH <br />PROFILE <br />4' MIN. " <br />TYPE 1 (COMPOST). TYPE 2 (SLASH <br />MULCH). OR TYPE 4 (TOPSOIL) <br />NOTES: <br />REPP = ROLLED EROSION PREVENTION PRODUCT. <br />SEE SPECS. 2573.3149,3874,3882,3885,3886,AND 3897. <br />QI SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF 1'FOR DITCH CHECKS OR 2'FOR OTHER <br />APPLICATIONS. <br />02 PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON <br />SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BE INCIDENTAL. <br />(E)TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS (6" <br />MAXIMUM DEPTH). BALES SHALL CONSIST OF TYPE 1 MULCH OF APPROXIMATELY 14" X 18" X 36" <br />LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES. <br />Q4 INSTEAD OF TRENCHING, PLACE BALE ON THE REPP (BLANKET)AND WRAP BLANKET AROUND THE <br />BALE. PLACE STAKE THROUGH BALE AND BLANKET. <br />mi <br />MINNeSOTA <br />STANDARD PLAN 5-297.405 <br />2 OF 8 <br />DEPARTM@R <br />OF <br />TRANSPORTATION <br />6111a.' <br />STATETHO GINEER <br />APPROVED: <br />REVISED: <br />1-8-2020 <br />TEMPORARY SEDIMENT CONTROL <br />FILTER BERMS, SEDIMENT CONTROL LOGS, AND BALE BARRIERS <br />STATE PROJ. NO. <br />(T.H. ) SHEET NO. OF SHEETS <br />INLET SPECIFICATIONS AS PER THE PLAN <br />DIMENSION LENGTH AND WIDTH TO MATCH <br />FLAP POCKET <br />f . <br />111114pe41111:00:1111k° <br />4" USE REBAR OR STEEL ROD <br />FOR REMOVAL ( FOR INLETS <br />WITH CAST CURB BOX REPLACE <br />00 <br />il4Efitit4011. so. 811 <br />MINIMUM DOUBLE <br />STITCHED SEAMS ALL <br />AROUND SIDE PIECES <br />AND ON FLAP POCKETS <br />FRONT, BACK, AND <br />BOTTOM TO BE <br />MADE FROM SINGLE <br />PIECE OF FABRIC. <br />TYPE 9 MULCH <br />GROUND LINE-\ <br />FILTER BAG INSERT ® <br />(CAN BE INSTALLED IN ANY INLET TYPE <br />WITH OR WITHOUT A CURB BOX) <br />00000 <br />I0000000000000 <br />°0°000000000°0°0°0 <br />FLANGES <br />0000000000 <br />000000000 <br />0000000000 <br />000000000000 <br />ROD WITH WOOD 2" X 4"). <br />EXTEND 10" BEYOND GRATE <br />12" WIDTH ON BOTH SIDES. LENGTH <br />VARIES.SECURE TO GRATE WITH <br />WIRE OR PLASTIC TIES <br />OVERFLOW HOLES (2" X 4" HOLE SHALL <br />BE HEAT CUT INTO ALL FOUR SIDE PANELS) <br />CATCH BASIN/ <br />`\ MANHOLE <br />SEDIMENT CONTROL INLET HAT <br />NOTE: <br />THE SEDIMENT CONTROL BARRIER SHALL BE A METAL <br />OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE <br />THE CATCH BASIN/MANHOLE:HAVE PERFORATIONS TO ALLOW <br />FOR WATER INFILTRATION' HAVE AN OVERFLOW OPENING, <br />FLANGES AND A LID/COVER. <br />REVISION: <br />APPROVED: 2-28--2017 <br />CRIEFOOMMOBRALORICER <br />0 <br />ENDS SECURELY CLOSED TO <br />PREVENT LOSS OF OPEN GRADED <br />AGGREGATE FILL. SECURED WITH <br />50 PSI. ZIP TIE. <br />ROCK LOG/COMPOST LOG <br />2.5' MAX <br />SPACING <br />5'MIN. LENGTH POST <br />36" GEOTEXTILE <br />REINFORCED WITH <br />WIRE 01 <br />PLASTIC ZIP TIES <br />(50 LB TENSILE)HOLDS <br />GEOTEXTILE IN PLACE <br />ON ALL POSTS <br />TYPE 9 MULCH <br />GEOTEXTILE ANCHORAGE <br />LAY GEOTEXTILE UNDER <br />TYPE 9 MULCH 12" OUT <br />SILT FENCE RING AND ROCK FILTER BERM <br />USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT 1:3 or LESS <br />3/16" THICK (MIN.) <br />STEEL COVER <br />�L. <br />J—2„ <br />6" DIAMETER 0 T <br />POLYETHYLENE �) 0 ( ( �2 1/2" <br />D_2„)0� N <br />O( _r2,, <br />6" } <br />TUBE RISER <br />TUBE RISER <br />SECTION <br />(UP POSITION) <br />DROP INLET WITH GRATE <br />ADJUST LEVEL OF FILTER <br />SOCK TO BE BELOW ROAD <br />SURFACE ELEV.0 <br />POP—UP HEAD <br />NOTES: <br />SEE SPECS. 2573, 3137, & 3886. <br />/16" THICK (MIN.) <br />STEEL PLATE <br />PERSPECTIVE VIEW <br />3/16" THICK (MIN.) <br />STEEL PLATE <br />..j,:' TUBE RISER <br />SECTION <br />(DOWN POSITION) <br />AWE <br />DEVICES MUST BE ADJUSTED ACCORDINGLY AS TO NOT CAUSE FLOODING ON ROADWAY <br />THAT WOULD IMPEED TRAFFIC FLOW. <br />O ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH <br />DIRECTIONS, MEETING SPEC. 3886. <br />20 F]NISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF <br />10 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. <br />® INSTALLATION NOTES: <br />DO NOT PLACE FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES. <br />MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. THE <br />PLACED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN <br />THE INLET WALLS AND THE BAG. MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. <br />WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG. USING PLASTIC ZIP TIES, <br />TO ACHIEVE THE 3 INCH SIDE CLEARANCE. <br />® FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2 INCH X 4 INCH OR USE A <br />ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. <br />© SOCK HEIGHT MUST NOT BE 50 HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE <br />FLOODING OF THE ROADWAY. <br />© GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE <br />JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A <br />HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED <br />AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE <br />CONFORMING TO SPEC.3137 TABLE 3137-11CA-3 GRADATION. <br />mi <br />MINNeSOTA <br />STANDARD PLAN 5-297.405 <br />4 OF 8 <br />DEPARTMENT <br />OF <br />TRANSPORTATION <br />filo <br />STATE DES NIR ENGINEER <br />APPROVED: 2-28-2017 <br />REVISED: <br />TEMPORARY SEDIMENT CONTROL <br />STORM DRAIN INLET PROTECTION <br />STATE PROJ. NO. <br />(T.H. ) SHEET NO. OF SHEETS <br />PLOTTED/REVISED: 4-APR-2018 <br />POINT "A" 0- <br />6" <br />24" <br />POINT "A" 01 <br />GEOTEXTILE FABRIC TYPE IV (SPEC.3733) <br />ALONG BOTTOM OF RIPRAP <br />ROCK DITCH CHECKS <br />FILTER BERMS TYPE 3 (ROCK WEEPER) OR FILTER TYPE 5 (ROCK) <br />FOR USE ON ROUGH -GRADED AREAS <br />ONLY FOR USE OUTSIDE CLEAR ZONE 02 <br />REPP CATEGORY 25 (BLANKET) <br />4" X 4" TRENCH BACKFILLED OVER <br />EROSION CONTROL BLANKET <br />BLANKET ANCHOR TRENCH. <br />BACKFILL WITH TAMPED <br />NATURAL SOIL. <br />4" MINIMUM <br />8", 11 GA. STAPLES <br />SPACED 12" ON CENTER <br />L.---4" MINIMUM <br />SEDIMENT CONTROL LOG TYPE REPP (BLANKET) SYSTEM <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER, OR TYPE COMPOST 50 <br />FOR USE ON ROUGH GRADED AREAS <br />REVISION: <br />APPROV DI JANUARY 8, 2020 <br />MARK KARNOWSKI <br />C11EF ENVIRONENTAL OFFICER <br />BOTTOM OF UPPER CHECK SHOULD BE SAME <br />ELEVATION AS THE TOP OF THE LOWER <br />CHECK TO PROVIDE FOR POOLING <br />FLOW <br />SPACING (Y) DETERMINED <br />BY FORMULA (SEE NOTES) <br />Y <br />DITCH CHECK SPACING <br />FOR ALL FILTER BERM TYPES <br />1" X 2" X 24" LONG WOODEN STAKES AT 12" MAXIMUM <br />SPACING. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF <br />OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 45 <br />DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. <br />SEDIMENT CONTROL LOG TYPE WOOD FIBER <br />REPP CATEGORY 25 <br />8' MINIMUM WIDTH <br />STAPLE BLANKET IN ROWS WITH 6" STAPLES AT 18" <br />MAXIMUM SPACING WITHIN ROWS AND 24" MAXIMUM <br />SPACING BETWEEN ROWS. LEADING AND TRAILING EDGE <br />SHALL BE STAPLED APPROX]MATELY 6" FROM EDGE. <br />(TYPICAL) <br />FILTER BERM TYPE 3 OR 5 <br />(SHOWN) <br />NOTES: <br />REPP = ROLLED EROSION PREVENTION PRODUCT. <br />SEE SPECS. 2573. 3601.3733.3885.3886 & 3889. <br />FOR DITCH CHECKS. PLACE SEDIMENT CONTROL LOG PERPENDICULAR TO FLOW AND IN A CRESCENT SHAPE WITH <br />THE ENDS FACING UPSTREAM. <br />APPROXIMATE SPACING BETWEEN EACH DITCH CHECK SHOULD BE DETERMINED FROM THE FOLLOWING SPACING FORMULA' <br />APPROXIMATE SPACING OF DITCH CHECKS (FT.)- Y - DITCH CHECK HEIGHT fFT.I X 100 <br />X CHANNEL SLOPE <br />0 POINT "A" MUST BE A MINIMUM OF 6" HIGHER THAN POINT "B" TO ENSURE THAT WATER FLOWS OVER THE DIKE <br />AND NOT AROUND THE ENDS. <br />ROCK DITCH CHECKS PLACED WITHIN THE CLEAR ZONE ARE TO BE 18' OR LESS IN HEIGHT. A 1'6 APPROACH AND <br />DEPARTURE SLOPE SHALL BE PROVIDED. <br />©DITCH GRADE 3X - 5%, MAX. FLOW VELOCITY 12 FT./SEC. <br />®DITCH GRADE 1.5X - 3X. MAX. FLOW VELOCITY 4.5 FT./SEC. <br />© DITCH GRADE 1.5X - 3X. MAX. FLOW VELOCITY L5 FT./SEC. <br />mi <br />MINNeSOTA <br />STANDARD PLAN 5-297.405 <br />3 OF 8 <br />DEPARTMENT <br />OF <br />TRANSPORTATION <br />THO <br />STATE D N ENGINEER <br />APPROVED: <br />REVISED: <br />1-8-2020 <br />TEMPORARY SEDIMENT CONTROL <br />DITCH CHECK <br />STATE PROJ. NO. <br />(T.H. ) SHEET NO. OF SHEETS <br />RADIUS AS <br />REQUIRED 0 <br />'--SLASH MULCH. <br />CRUSHED ROCK. <br />SHEET PAD. OR <br />OTHER PER <br />SPECIFICATION. <br />ENTRANCE WIDTH <br />AS REQUIRED <br />SLASH MULCH,CRUSHED ROCK. OR SHEET <br />PAD CONSTRUCTION EXIT Q5 <br />HIGH STRENGTH GEOTEXTILE FABRIC <br />(TWO LAYERS SEWN TOGETHER TO <br />FORM POCKETS) <br />REVISION. <br />APPROVED: 2-288--220117I1/4 <br />CHIEF ENYIESIIENTAL OFFICER <br />TRAFFIC FLOW <br />MIN. 2" DIA. HIGH TENSIL <br />REINFORCED RIBS <br />SHEET PAD <br />6" MIN. DEPTH OF 1" TO 2" <br />CRUSHED ROCK OR SLASH MULCH <br />GEOTEXTILE FABRIC <br />i406s.. <br />6" MIN. <br />INPLACE <br />GROUND <br />SLASH MULCH OR CRUSHED ROCK <br />10 FT <br />MIN. <br />10 FT <br />MIN. <br />TAPER EDGES <br />AT 1:1 <br />RADIUS A5 <br />REQUIRED <br />RUMBLE PAD <br />0 <br />SURFACE FLOW <br />SLASH MULCH. <br />CRUSHED ROCK. <br />SHEET PAD. OR <br />OTHER PER <br />SPECIFICATION. <br />ENTRANCE WIDTH <br />AS REQUIRED <br />RUMBLE PAD <br />CONSTRUCTION EXIT 00 <br />TAPER EDGES <br />AT 1:1 <br />CORRUGATED STEEL PANELS <br />GEOTEXTILE FABRIC <br />CROSS SLOPE 3% OR FLATTER <br />" e .14f° 9 '? J . " o <br />6" MIN. DEPTH OF 1" <br />TO 2" CRUSHED ROCK OR <br />SLASH MULCH <br />COMPACTED SOIL <br />RUMBLE PAD <br />NOTES: <br />SEE SPECS. 2573 & 3882. <br />1Q MINIMUM LENGTH SHALL BE THE GREATER OF 50 FEET OR A LENGTH SUFFICIENT TO <br />ALLOW A MINIMUM OF 5 TIRE ROTATIONS ON THE PROVIDED PAD. MINIMUM LENGTH <br />SHALL BE CALCULATED USING THE LARGEST TIRE WHICH WILL BE USED IN TYPICAL <br />OPERATIONS. <br />0 PROVIDE RADIUS OR WIDEN PAD SUFFICIENTLY TO PREVENT VEHICLE TIRES FROM <br />TRACKING OFF OF PAD WHEN LEAVING SITE. <br />® IF RUNOFF FROM DISTURBED AREAS FLOWS TOWARD CONSTRUCTION EXITS.PREVENT <br />RUNOFF FROM DRAINING DIRECTLY TO PUBLIC ROAD OVER CONSTRUCTION EXIT BY <br />CROWNING THE EXIT OR SLOPING TO ONE SIDE. IF SURFACE GRADING IS <br />INSUFFICIENT. PROVIDE OTHER MEANS OF INTERCEPTING RUNOFF. <br />® IF RUNOFF FROM CONSTRUCTION EXITS WILL DRAIN OFF OF PROJECT SITE.PROVIDE <br />SEDIMENT TRAP WITH STABILIZED OVERFLOW. <br />IF A TIRE WASH OFF I5 REQUIRED THE CONSTRUCTION EXITS SHALL BE GRADED TO <br />DRAIN THE WASH WATER TO A SEDIMENT TRAP. <br />© MINIMUM LENGTH OF RUMBLE PAD SHALL BE 20 FEET. OR AS REQUIRED TO REMOVE <br />SEDIMENT FROM TIRES. IF SIGNIFICANT SEDIMENT IS TRACKED FROM THE SITE, THE <br />RUMBLE PAD SHALL BE LENGTHENED OR THE DESIGN MODIFIED TO PROVIDE <br />ADDITIONAL VIBRATION. WASH -OFF LENGTH SHALL BE AS REQUIRED TO EFFECTIVELY <br />REMOVE CONSTRUCTION SEDIMENT FROM VEHICLE TIRES. <br />07 MAINTENANCE OF CONSTRUCTION EXITS SHALL OCCUR WHEN THE EFFECTIVENESS OF <br />SEDIMENT REMOVAL HAS BEEN REDUCED. MAINTENANCE SHALL CONSIST OF REMOVING <br />SEDIMENT AND CLEANING THE MATERIALS OR PLACING ADDITIONAL MATERIAL (SLASH <br />MULCH OR CRUSHED ROCK)OVER SEDIMENT FILLED MATERIAL TO RESTORE <br />EFFECTIVENESS. <br />mi <br />MINNeSOTA <br />STANDARD PLAN 5-297.405 <br />5 OF 8 <br />DEPARTMENT <br />OF <br />TRANSPORTATION <br />Covi <br />STATE DiIGN ENGINEER <br />APPROVED: 2-28-201T <br />REVISED: <br />TEMPORARY SEDIMENT CONTROL <br />STABILIZED CONSTRUCTION EXIT <br />STATE PROJ. NO. <br />(T.H. ) SHEET NO. OF SHEETS <br />KwIK <br />TRIP <br />KwIK <br />Srfra <br />KWIK TRIP, Inc. <br />P.O. BOX 2107 <br />1626 OAK STREET <br />LA CROSSE, WI 54602-2107 <br />PH. (608) 781-8988 <br />FAX (608) 781-8960 <br />0xxCARLSON <br />ENCiINEERINt <br />3890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 <br />TEL 763.489.7900 \ FAX 763.489.7959 <br />CARLSON-ENGINEERING.COM <br />I hereby certify that this plan, specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Licensed Professional Engineer <br />under the laws of the State of Minnesota. <br />Name: Daniel J. Wilke, P.E. <br />Signature: <br />U/.GfIiY <br />Date: 01/30/25 License #:53182 <br />EROSION CONTROL DETAILS <br />EORI <br />VASI <br />kRMS <br /># DATE DESCRIPTION <br />03/10/25 <br />Per Owner Comments <br />04/08/25 <br />Per City Comments <br />DRAWN BY DJW <br />SCALE GRAPHIC <br />PROJ. NO. 11224-00 <br />DATE 2025-01-30 <br />SHEET 1782 <br />C602 <br />