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NCS000572_Updated Renewal Application_20200827
(� DUKE ENERGY August 19, 2020 Annette Lucas NCDEMLR Stormwater Program 1612 Mail Service Center Raleigh, NC 27699-1612 Subject: Duke Energy Carolinas, LLC Dan River Combined Cycle Station NPDES Stormwater Permit NCS000572 Permit Renewal Application - Update Dear Ms. Lucas: Dan River Combined Cycle Duke Energy Carolinas 864 South Edgewood Road Eden, NC 27288 RECEIVED AUG 2 7 2020 DENR-LAND QUALITY "ORM&TER PERMITTING .SCANN FD SEP 0 8 2020 Duke Energy Carolinas, LLC (Duke Energy) hereby requests updates to the subject NPDES permit renewal application submitted 11/12/2019 to make the following changes: Decommissioning of the retired Dan River Steam Station, combustion turbines, and remaining facilities was completed in 2017. Outfalls SW003, SW003A, SW003B, SW004, SW005, SW006, and SWO11 were removed during the final grading of this area. These outfalls were removed by letter dated 1/29/2017 from permit and monitoring requirements by Winston Salem Regional Office. Duke Energy requests that these outfalls be removed from the permit. 2. Based on a site visit on July 11, 2017 from the Winston Salem Regional Office, it was determined that outfalls SW007, SW007A, and SW008 were not associated with industrial activity and were removed by Winston Salem Regional office in letter dated 7/14/2017. Duke Energy requests that these outfalls be removed from the permit. With final grading of the site for ash basin closure the drainage area for SW009 will decrease to 12.6 acres as outlined in Minor Modification Request dated 7/30/2020. This drainage area includes stormwater from the combined cycle maintenance fabrication shop, which is an enclosed building with concrete floors. The industrial activity within this area consists of minimal material laydown. Duke Energy requests that this outfall be removed from the permit due to lack of industrial activity. 4. Analytical monitoring requirements for stormwater outfall SW001 includes monitoring for total nitrogen. The domestic wastewater treatment system was located within SW001 drainage area when the original stormwater permit application was submitted. This system was removed and replaced with a non -discharge septic system in 2017. Duke Energy requests that the requirement for analytical monitoring for total nitrogen at outfall SWO01 be removed from the permit. 5. An updated analytical results spreadsheet is included in Attachment 1 — Summary of Laboratory Analysis. 6. An updated drainage area map is attached that identifies the new drainage areas and outfall locations post final grading — Figure 1 — Stormwater Drainage Map — Final Site Grading. Should you have any questions or need additional information please feel free to contact Joyce Dishmon at 336-623-0238 orjoyce.dishmon@Duke-Energy.com. Sincerely, Terry Tuck GM 11- Regulated Stations Dan River Combined Cycle Power Generating Carolinas East Attachments Stormwater Drainage Map — Final Site Grading. Cc: Dana Newcomb, EHS Manager Billy Milam, EHS Site Professional Joyce Dishmon/filenet, EHS Permitting & Compliance SW Outfall Sampling Date Total Rainfall (inches pH (6 - 9) TSS (100 mg/L) Ag (0.0003 mg/L) As (0.34 mg/L) Be (0.065 mg/L) Cd (0.003 mg/L) Cr (0.9 mg/L) Cu (0.010 mg/L) Hg (ng/1) Ni (0.335 mg/L) Pb (0.075 mg/L) Sb (0.09 mg/L) Se (0.056 mg/L) TI (ug/1) Zn (0.126 mg/L) B (mg/1) T. Nitrogen (30 mg/L) O&G (15 mg/1) PCB-1016 PCB-1221 (mg/1) PCB-1232 (mg/1) PCB-1242 (mg/1) PCB-1248 (mg/1) PCB-1254 (mg/1) PCB-1260 (mg/1) SUMMARY OF LABORATORY ANALYSES INDUSTRIAL STORMWATER APRIL 2016 - March 2020 NPDES Stormwater Permit NCS000572 Dan River Combined Cycle Station SW010 11-Oct-18 26-Mar-19 16-Aug-19 23-Mar-20 5.7 0.2 1.2 107 7.5 7.5 7.5 7 21 <5 18 11 <0.0002 <0.0002 <0.0002 <0.0002 0.00154 <0.001 0.00361 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 0.00135 0.00306 0.00106 0.00167 0.00256 4.59 4.59 2.95 2.93 0.00221 <0.001 0.00102 0.00178 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0002 <0.0002 <0.0002 <0.0002 0.055 0.007 0.009 0.013 0.313 0.201 0.134 0.075 N/A N/A N/A N/A N/A N/A N/A N/A <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 SUMMARY OF LABORATORY ANALYSES INDUSTRIAL STORMWATER APRIL 2016- March 2020 NPDES Stormwater Permit NCS000572 Dan River Combined Cycle Station SW Outfall SW001 SW009 Sampling Date 27-Apr-16 7-Oct-16 2-Jan-17 14-Jul-17 23-Apr-18 11-Oct-18 25-Mar-19 14-Aug-19 23-Mar-20 7-Oct-16 2-Jan-17 14-Jul-17 23-Apr-18 11-Oct-18 25-Mar-19 14-Aug-19 23-Mar-20 Total Rainfall(inches) 0.2 0.4 0.9 0.46 0.28 5.7 0.2 0.3 0.3 0.4 0.9 0.46 0.28 5.7 0.2 0.3 0.3 pH(6-9) 7.31 7.18 7.47 7.03 7.42 7.1 7.5 8.1 7.3 7.31 7.53 7.32 7.59 7.65 7.6 7.2 7,02 TSS(100 mg/L) 6 <5 5.6 <5 <5 11 <5 32 6 25 150 57 17 6.8 <5 40 <2.6 Ag(0.0003 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A <0.0003 <0.0003 <0.0003 <0.0003 <0.0002 <0.0002 <0.0002 <0.0002 As(0.34 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A <0.001 0.00370 0.00122 0.00138 0.00112 0.00146 <0.001 Be(0.065 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Cd(0.003 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Cr(0.9 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.00264 0.0218 0.00777 0.0017 0.0175 <0.001 0.00227 <0.001 Cu(0.010 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.00293 0.0174 0.00497 0.00653 0.00233 0.00103 0.0036 0.00168 Hg(ng/l) N/A N/A N/A N/A N/A N/A N/A N/A N/A 9.17 142 11.1 4.52 2.04 7.89 I 2.7 1.12 Ni(0.335 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.00446 0.0194 0.00568 0.00376 0.01 0.00267 0.00239 0.0131 Pb(0.075 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.00174 0.0208 0.0021 <0.001 <0.001 <0.001 0.00108 <0.001 Sb(0.09 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Se(0.056 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A <0.001 0.00495 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 TI(ug/I) N/A N/A N/A N/A N/A N/A N/A N/A N/A <0.0002 <0.0002 <0.0002 <0.0002 <0.0002 <0.0002 <0.0002 <0.0002 Zn(0.126 mg/L) N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.017 0.130 0.012 0.012 0.010 <0.005 0.020 0.018 B(mg/I) N/A N/A N/A N/A N/A N/A N/A N/A N/A 0.052 0.305 0.138 0.166 0.128 0.082 0.086 0.084 T.Nitrogen(30 mg/L) 0.48 0.30 0.4 0.52 0.38 0.85 0.59 1.4 0.37 N/A N/A N/A N/A N/A N/A N/A N/A O&G(15 mg/I) <4.0 <4.0 <4.0 <4.5 <4.4 <4.4 <5 <5 <5 <4.0 <4.0 <4.9 <4.2 <4.4 <5 <5 <5 PCB-1016 <0.40 <0.40 <0.40 N/A N/A N/A N/A N/A N/A <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 PCB-1221(mg/I) - <0.40 <0.40 <0.40 N/A N/A N/A N/A N/A N/A <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 PCB-1232(mg/I) <0.40 <0.40 <0.40 N/A N/A N/A N/A N/A N/A <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 PCB-1242(mg/I) <0.40 <0.40 <0.40 N/A N/A N/A N/A N/A N/A <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 PCB-1248(mg/I) <0.40 <0.40 <0.40 N/A N/A N/A N/A N/A N/A <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 PCB-1254(mg/I) <0.40 <0.40 <0.40 N/A N/A N/A N/A N/A N/A <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 PCB-1260(mg/I) <0.40 <0.40 <0.40 N/A N/A N/A N/A N/A N/A <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 <0.40 »s 0. LEGEND / p„�a N L , CO t , USGS NATIONAL �' \ Q . , HYDROGRAPHY DATASET "" r, (0 CAD DRAINAGE AREA BOUNDARY 0 , DRAINAGE AREA •Q - _: _. " ., : r C �� �, ` DATA SOURCE: Bing Aerial Imagery `//, t; _, $ " ' A ,: , 0, S ... ..„,,., , :, LANDFILL *; • 0 Feet 1,000 ; � -„spa .,.- �h lJ \ �.r• S�"Rfi r= 9A/ - r R * •„ lt,,,,, $ �. t � pOaO Il,a '3 `tip , FORMER • SECONDARY S 010 ASH BASIN �`�� COMBINED i ``", � CYCLE i 2 • s FACILITY 1 �• NPDES OUTFACE 002 a, SECONDARY POND fi DISCHARGE " `' �$ ,`-„,...,.: SW002 f s FORMER PRIMARY ., ��4, � " :..:‘, „..,-,:.J.... :,.- ,, .",,„. „ . . i W *Y ASH BASIN , SW001 , I .� 4 r %4 . SW009 , d x-..^ ,. ,: «r. l \ Permit 11,Y ` 5 mwat O f IID scr p,on ntl Rece vng Danage p rv,o x rto Outlallz Coortlinates Water BotlY grey grca nn9 D n 9 A R noRO pl n ' * y •„' s w'✓ .,' r' „"x ^ - ^ r,; SW001 er 9)232692W 46,roh RGP b S"'"POM '''acre' RO%u M Ta1 Fadlry.,e sa Wernb POMon of tln uol q loverr-o"ned CKk svnRlrya tl,M potion el EEgewaotl Raatl. - -'d `'a ; +r 1M1etl g Iudes rvroRhom tle rorlhem 2l3 of tlro wofrg - ry sN902 ]9]1]419W 4 p p noel,DanRwr '0 333acres 26% 5 d I 500y bh rosenes g rJ,s aMRne assoaabtl 36 08928]N .. b ,a 'NPDES OUTFACE 001 tim eranka00-9 asd y'Re Mtle,00Dyabn 8-'roh RGP order Etlgewootl Raatl cNkr PDC a 3648]]03 N n ra cha - bra e b k+ CONMBINED CYCLE svugs 79722132W 20 nch HDPE to Setti,q Pard 128acres 14% 5 TNs dra,wga area tlaes rot'nclutle mroRhom arryiMushial actiNry a «' fp.e'r. ,. '.^ '°' '=;+n ' .. «*, '4:; 4.:• .:. e ° DISCHARGE 36.492143N 36'iruh RCP viler Site Access RoaE rYo 6W610 79715997W avetlantl poor,tlscharga,o rip,ap ]24acras 41% 6 The tivinage area lnGWas vwR hom the kMfiY. I.,�ng w,ly > 1. • 4.1v chanrol,Dan R'ser f•�DUKE DAN RIVER COMBINED CYCLE STATION ENERGY, STORMWATER DRAINAGE MAP-FINAL SITE GRADING FIGURE 1