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HomeMy WebLinkAbout1812_Duke_Marshall_RoadandDrainRequest_DIN27315_20170131526 South Church Street: Mail Code EC13K Charlotte, North Carolina 28202 980-373-5697 Page 1 of 2 January 27, 2017 North Carolina Department of Environmental Quality Division of Waste Management Solid Waste Section 2090 U.S. Highway 70 Swannanoa, North Carolina 28778 Attn: Mr. Larry Frost Re: Industrial Landfill No.1 Access Road and Chimney Drain Plans Update Permit No.: 1812-INDUS-2008 Marshall Steam Station Catawba County Terrell, North Carolina 28682 Dear Mr. Frost, As discussed via phone conversation on January 10, 2017, Duke Energy is providing revised Operations Plan figures reflecting a new access plan for Phase I of the Industrial Landfill No. 1 (Permit No. INDUS- 1812-2008) at Marshall Steam Station. Duke Energy is also seeking concurrence on modifications to construction drawings for chimney drains at the Industrial Landfill No.1. The attachments include updated Figures 6, 7, 8 and 10 from the February 2016 approved Operations Plan for the Industrial Landfill No.1. Figures 6-8 show the updated access plans and Figure 10 shows the modifications to the chimney drain construction drawings. Duke Energy proposes to revise this section of the Operations Plan to include the above requested modification during the next Permit amendment or modification. If there are any questions regarding this request, please contact me at (980) 373-5697. Respectfully Submitted, Tyler Hardin Environmental Services 526 South Church Street: Mail Code EC13K Charlotte, North Carolina 28202 980-373-5697 Page 2 of 2 Cc (via e-mail): Ed Mussler, NCDEQ Jackson Rollins, Duke Energy Kyle Baucom, Duke Energy Dan Zakary, Duke Energy Jeff Jones, Duke Energy Attachments: Figure 6 Cells 1 and 2 Interim Cover Figure 7 Cells 3 and 4 Filling Figure 8 Phase I Interim Cover Plan Figure 10 Chimney Drain – Initial Construction I N D U S T R I A L L A N D F I L L N O . 1 3 H : 1 V 3H:1V WWW.SMEINC.COM 6 CELL 1 & 2 INTERIM COVER INDUSTRIAL LANDFILL NO. 1 L E G E N D E X I S T I N G M A J O R C O N T O U R ( 1 0 ' ) E X I S T I N G M I N O R C O N T O U R ( 2 ' ) P R O P O S E D I N T E R I M C O V E R M A J O R C O N T O U R ( 1 0 ' ) P R O P O S E D I N T E R I M C O V E R M I N O R C O N T O U R ( 2 ' ) C E L L 1 & 2 L I M I T O F W A S T E T A C K - O N B E N C H D O W N D R A I N I D O U T L E T P R O T E C T I O N C H I M N E Y D R A I N L O W > > SJL Q:\7235\15\027 Duke Marshall Industrial LF Operations Plan Revision\DWG\Second Submittal\FIG 6.dwg NOTES:1.THE INTENT OF THIS FIGURE IS TO SHOW THE OPERA T I O N S P L A N W I T H I N T H E L I M I T S O F W A S T E F O R P H A S E 1 . F O R FEATURES OUTSIDE OF THE LIMITS OF WASTE, SEE T H E L A T E S T C O N S T R U C T I O N D R A W I N G S O R A S - B U I L T D R A W I N G S . 2.THE PROPOSED GRADES PRIOR TO PHASE 1 BUILDO U T A R E I N T E N D E D T O S U G G E S T G E N E R A L O P E R A T I O N S C O N C E P T S . ACTUAL GRADES MAY VARY AT THE OPERATOR'S DIS C R E T I O N . 3.SURFACES SHALL BE GRADED TO DRAIN TOWARDS C H I M N E Y D R A I N S D U R I N G O P E R A T I O N S . I N D U S T R I A L L A N D F I L L N O . 1 3H:1V 3H:1V DRAINAGE BLANKETCHECK DAMCHECK DAM DRAINAGE BLANKET 860 870 880 890850850840890 900 8 9 0 8 2 0 8 3 0 8 4 0 8 5 0 8 6 0 8 7 0 8 8 0 8 9 0 880 870890880870860 8 9 0 8 8 0 870 LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W >> >> >> >> > > >> >> >> >> >> >> >>>>>>> > > > > > > > > > > > > > > > > > > > > > > > WWW.SMEINC.COM 9751 SOUTHERN PINE BLVD. CHARLOTTE, N.C. 28273 (704)523-4726 7 CELLS 3 AND 4 FILLING MARSHALL STEAM STATION TERRELL, NORTH CAROLINA INDUSTRIAL LANDFILL NO. 1 E X I S T I N G M A J O R C O N T O U R 1 0 ' E X I S T I N G M I N O R C O N T O U R 2 ' P R O P O S E D S T A G E G R A D E 1 0 ' P R O P O S E D S T A G E G R A D E 2 ' L I M I T O F W A S T E T A C K - O N B E N C H C H I M N E Y D R A I N L E G E N D SJL Q:\7235\15\027 Duke Marshall Industrial LF Operations Plan Revision\DWG\Second Submittal\FIG 7.dwg > > L O W NOTES:1.THE INTENT OF THIS FIGURE IS TO SHOW THE OPERATIONS PLAN WITHIN THE LIMITS OF W A S T E F O R P H A S E 1 . F O R FEATURES OUTSIDE OF THE LIMITS OF WASTE, SEE THE LATEST CONSTRUCTION DRAWIN G S O R A S - B U I L T D R A W I N G S . 2.THE PROPOSED GRADES PRIOR TO PHASE 1 BUILDOUT ARE INTENDED TO SUGGEST GEN E R A L O P E R A T I O N S CONCEPTS. ACTUAL GRADES MAY VARY AT THE OPERATOR'S DISCRETION.3.SURFACES SHALL BE GRADED TO DRAIN TOWARDS CHIMNEY DRAINS DURING OPERATIO N S . 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CHARLOTTE, N.C. 28273 (704)523-4726 8 PHASE 1 INTERIM COVER PLAN MARSHALL STEAM STATION TERRELL, NORTH CAROLINA INDUSTRIAL LANDFILL NO. 1 L E G E N D E X I S T I N G M A J O R C O N T O U R ( 1 0 ' ) E X I S T I N G M I N O R C O N T O U R ( 2 ' ) P R O P O S E D I N T E R I M M A J O R C O N T O U R ( 1 0 ' ) P R O P O S E D I N T E R I M M I N O R C O N T O U R ( 2 ' ) P H A S E 1 L I M I T O F W A S T E T A C K - O N B E N C H D O W N D R A I N O U T L E T P R O T E C T I O N C H I M N E Y D R A I N L O W SJL Q:\7235\15\027 Duke Marshall Industrial LF Operations Plan Revision\DWG\Second Submittal\FIG 8.dwg > > NOTES:1.THE INTENT OF THIS FIGURE IS TO S H O W T H E O P E R A T I O N S P L A N W I T H I N T H E L I M I T S OF WASTE FOR PHASE 1. FOR FEA T U R E S O U T S I D E O F T H E L I M I T S O F W A S T E , S E E THE LATEST CONSTRUCTION DRA W I N G S O R A S - B U I L T D R A W I N G S . 1 1 1 1 5 ' (SE E N O T E 3 ) 3 ' R U N - O U T 8 O Z / S Y N O N - W O V E N G E O T E X T I L E F I L T E R D R A I N A G E A G G R E G A T E 1 0 " D I A . S D R 1 7 H D P E P E R F O R A T E D P I P E ( S E E N O T E 3 ) S A N D O R B O T T O M A S H SEGMENT OF 18" DIA. SDR 17 HDPE RISER PIPE9 PERFORATIONS PER ROW (40-DEGREE SEPARATION) AND 4 ROWS PER FOOT(SEE NOTES 3 AND 5) 1 4 " D I A . S D R 1 7 H D P E P E R F O R A T E D P I P E 9 P E R F O R A T I O N S P E R R O W ( 4 0 - D E G R E E S E P A R A T I O N ) A N D 4 R O W S P E R F O O T ( S E E N O T E 3 ) 2 ' C I R C U L A R I N F I L T R A T I O N Z O N E A T B A S E O F C H I M N E Y D R A I N 20' RADIUS AGGREGATEINFILTRATION ZONE(SEE NOTE 3) D R A I N A G E A G G R E G A T E D R A I N A G E A G G R E G A T E A N D S A N D O R B O T T O M A S H T O P E R F O R A T E D R I S E R P I P E I N T E R F A C E ( S E E N O T E 5 ) D R A I N A G E A G G R E G A T E T O S A N D O R B O T T O M A S H I N T E R F A C E ( S E E N O T E 5 ) BUTT FUSIONWELDED JOINT S E C T I O N P L A N BUTT FUSIONWELDED JOINTS 5 ' 1 0 " D I A . S D R 1 7 H D P E P E R F O R A T E D P I P E ( S E E N O T E 3 ) 16" DIA. SDR 17 HDP E PERFORATED PIP E (SEE NOTE 3 ) S E E Z O O M E D I N S E C T I O N S O L I D E N D C A P S 10-INCH DIA. SDR 17PERFORATED PIPESOLID ENDCAP Z O O M E D I N S E C T I O N ( N . T . S . ) S O L I D E N D C A P B U T T F U S I O N W E L D E D J O I N T S 1 4 " D I A . S D R 1 7 H D P E P E R F O R A T E D P I P E ( S E E N O T E 3 ) 1 0 " D I A . S D R 1 7 H D P E P E R F O R A T E D P I P E ( S E E N O T E 3 ) E X T E N D A G G R E G A T E A N D S A N D / B O T T O M A S H 4 ' M I N . B E Y O N D E N D O F P I P E 4 ' 4' 5 ' 1 8 " D I A . S D R 1 7 H D P E P E R F O R A T E D P I P E ( S E E N O T E 3 ) 0 . 6 ' 1' C H I M N E Y D R A I N P E R F O R A T I O N S 1 1 3 18" DIA. SDR 17 HDPE FLANGE(SEE NOTE 6)5 ' 1 0 ' 3 1 S U B G R A D E 9 " 2 ' 10"-DIA. SDR 17 LDSHEADER PIPE 1 0 " - D I A . S D R 1 7 L C S H E A D E R P I P E 2 . 8 % 2.8%8 OZ/SY NON-WOVENGEOTEXTILE FILTER3.0' 3 . 0 ' G E O S Y N T H E T I C L I N E R S Y S T E M P R O T E C T I V E C O V E R L A Y E R 8 O Z / S Y N O N - W O V E N G E O T E X T I L E F I L T E R 3 ' R U N - O U T 3' RUN-OUT PROJECT NO. DATE: F I G U R E N O . SCALE: DRAWN BY: WWW.SMEINC.COM CHECKED BY: 9751 SOUTHERN PINE BLVD. CHARLOTTE, N.C. 28273 (704)523-4726 ENGINEERING LICENSE NO: 1 0 JAM7235-15-027 08/25/15AS SHOWNCHIMNEY DRAIN - INITIAL CONSTRUCTION MARSHALL STEAM STATION TERRELL, NORTH CAROLINA INDUSTRIAL LANDFILL NO. 1 F-0176 NOTES:1.CHIMNEY DRAIN SHALL BELOCATED DIRECTLY OVER LCSCORRIDORS. THE CHIMNEY DRAINLOCATION MAY BE ESTABLISHEDBY THE OPERATOR.2.CHIMNEY DRAIN PIPES SHALL NOTBE DIRECTLY CONNECTED TO LCSLATERAL OR HEADER PIPES.3.DETAIL ILLUSTRATES THE TYPICALCHIMNEY DRAIN CONCEPT ONLY.DIMENSIONS AND MATERIALS MAYBE VARIED AND ADJUSTED TO FITFIELD CONDITIONS AND ADAPT TOFIELD PERFORMANCE.4.CHIMNEY DRAIN SHALL BEPOSITIONED NO CLOSER THAN 50FEET FROM AN EXTERIOR SLOPE,WITH THE EXCEPTION OF SUMPAREA DRAINAGE FEATURES.5.DRAINAGE MEDIA AND/ORINTERFACES BETWEEN DRAINAGEMEDIA SHALL BE DESIGNED TOPROVIDE FILTRATION AND LIMITCLOGGING.6.CONNECT PIPE SEGMENTEXTENSIONS USING FACTORY -WELDED FLANGES AND STAINLESSSTEEL BOLTS, WASHERS, ANDNUTS. JSR