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HomeMy WebLinkAboutNCS000549_Renewal Application Complete_202004274' DUKE ENERGY Suzanne McCoy NCDEMLR Stormwater Program 1612 Mail Service Center Raleigh, North Carolina 27699-1612 DENR•LAND QUALITY STORIA",rATER PERMITTING Subject: Duke Energy Carolinas, LLC Riverbend Steam Station Industrial Storm Water PermitIINCS000549 Gaston County Dear Ms. McCoy: Duke Energy 526 South Church Street Charlotte, NC 28202 Mailing Address: Mall Code EC13K/ P.O. Box 1006 Charlotte, NC 28201-1006 AVdJ02fd ONINIIN Z GNVI DIN P z aav NCDEQ staff have recently requested that Duke Energy Carolinas, LLC (Duke Energy) submit a permit renewal application for the Riverbend NPDES Stormwater Permit number NCS000549, to maintain the permit while the agency finishes review of the permit rescission request and no exposure certification submitted for the site on October 21, 2019 and October 7, 2019 respectively. As indicated in our previous submittals, there is no industrial activity at the site that would require continuing NPDES stormwater permit coverage. Steam electric energy generation and ash excavation and transport have been completed and have permanently ceased at the site. Duke Energy requests both the No Exposure certification for the Lark maintenance facility and Rescission or expiration of the subject permit be completed as previously requested. In response to the agency's request however, Duke Energy attaches a: 1. Renewal Application Form, 2. SPPP Certification Form, 3. Map of site drainage areas, 4. Analytical and Visual Summary Spreadsheets and 5. Drainage area Descriptions. If you have questions or need additional information, please contact Brad Loveland at (704) 609-5637 or brad.loveland@duke-energy.com. "I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations." Sincerely�'v' Tim Hill General Manager, CCP Regional Operations & Maintenance Permit Coverage 1C. Renewal ADDlication Form National Pollutant Discharge Elimination System NPDES Permit Number f uir�nn,rafof Stormwater Individual Permit NCS 000549 Please provide your permit number in box in the upper right hand corner, complete the information in the space provided below and return the completed renewal form along with the required supplemental information to the address indicated. Owner Information * Address to which permit correspondence wi//be mailed Owner / Organization Name: Duke energy Carolinas Owner Contact: -Fm Hill Mailing Address: Charlotte, NC 28201-1006 Charlotte, NC 28201-1006 Phone Number: 980373.6166 Fax Number: E-mail address: Tim.Hlll@duke-energy.eom Facility Information Facility Name: RivelaendStation Facility Physical Address: 175 Steam Plant Rd Mount Holly NC 28120 Facility Contact: Brandon Garrison Mailing Address: 115 Steam Plant Rd Mount Holly NC 26120 Phone Number: 7042633325 Fax Number: E-mail address: Brandon.Gardson@dukaenergy.com Permit Information Permit Contact: Same as owner Mailing Address: Phone Number: Fax Number: E-mail address: Discharge Information Receiving Stream: Catawba River (Mountain Island Lake) Stream Class: class WSW, B Basin: CA stream in the Catawba River Basin Sub -Basin: Number of Outfalls: 7 Facility/Activity Changes Please describe below any changes to your facility or activities since issuance of your permit. Attached a separate sheet if necessary. Rivemend station Demo was completed May 2018. Ash transport ceased from rail on March 2018. No Industrial activity is occudng in the drainage areas of the existing seven outralls. CERTIFICATION I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief such information is true, complete accurate. Signature / �/ Date Y- a0 -10 j l.H lyrLL �wtia! /�Af✓itlr7t CGP GPS Print or type name of person signing above Title Please return this completed application form DEMLR - Stormwater Program Dept. of Environmental Quality and requested supplemental information to: 1612 Mail Service Center Raleigh, North Carolina 27699-1612 STORMWATER POLLUTION PREVENTION PLAN DEVELOPMENT AND IMPLEMENTATION CERTIFICATION North Carolina Division of Energy, Mineral, and Land Resources — Stormwater Program Facility Name: Permit Number: Location Address: County: Riverbend Station 175 Steam Plant Rd Mount Holly NC "I certify, under penalty of law, that the Stormwater Pollution Prevention Plan (SPPP) document and all attachments were developed and implemented under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information required by the SPPP. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information gathered is, to the best of my knowledge and belief, true, accurate and complete." P_Rel " I certify that the SPPP has been developed, signed and retained at the named facility location, and the SPPP has been fully implemented at this facility location in accordance with the terms and conditions of the stormwater discharge permit." And " I am aware that there are significant penalties for falsifying information, including the possibility of fines and imprisonment for knowing violations." Sign (according to permit signatory requirements) and return this Certification. DO NOT SEND STORMWATER POLLUTION PREVENTION PLAN WITH THIS CERTIFICATION. Signature .1M (Yi LL Print or type name of person signing above Date 41-10-aC) Gb.ual M..,,.�` — CGP dPS Title SPPP Certification 10/13 SDO Narrative Description and BMP Summary * DUKE ENERGY. Location: Riverbend Steam Station Permit No. NCS000549 OUffallID SWO18 Discharge Structure 18" RCP Location East side of station along Intake Canal Latitude - Longitude 35°24'41.9"N - 80°58'29.9"W �. Drainage Area 16.1 Percent Impervious n/a Permit Monitoring 10 Table Industrial Activities The drainage area for the proposed stormwater outfall SWO18 covers a total and Description area of 8.8 acres. The majority of stormwater is generated due to runoff from the substation pad. This stormwater will be collected using a network of catch basins and storm drains and subsequently conveyed to a detention basin and then discharged through the new outfall. The detention basin will also receive sheet flow from a grassed area around the substation pad. The area where the substation pad is built used to be the coal stock pile area when the plant was under operation. The substation pad will be covered with 6 inches of #57 stone and contain various electrical equipment including transformers, circuit breakers, and metering devices. The substation will be built in two phases. Phase One will be the construction of a 1001kV switchyard and Phase Two will be the 44kV transformation yard. The transformers containing mineral oil will be located in the 44kV yard. Drainage will be routed to a 10,000 gallon oil water separator (proposed for construction) prior to discharge into the detention basin. Significant Mineral Oil: There will be multiple oil -filled transformers in Materials/Potential the new 44kV substation which will be installed Pollutants during Phase 2 of the Substation Construction. The transformers contain approximately 6000- 8000 gallons of oil. The oil water separator will be sized to accommodate the largest volume and installed prior to transformer delivery. The separator will tie into the storm drainage within the switchyard and be routed to the detention basin. BMP Summary Oil bearing equipment switchyards • Level grades and gravel surfaces are constructed to retard flows and limit the spread of spills. • Stormwater runoff is collected in perimeter ditches and routed around switchyard. Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)). (.� DUKE �C ENERGY, Location: Riverbend Steam Station SDO Narrative Description and BMP Summary Permit No. NCS000549 West of W.F. Lark acres Permit Monitoring Table "'UU"I 1d1 'ULO1 IC' The drainage area includes runoff from the wooded area west of the W.F. and Description Lark Fossil Maintenance Facility; flow is then overland to a creek leading to Mountain Island Lake. This drainage basin includes approximately 11,000 square feet of roofed area and 33,000 square feet of paved parking area. There is about 250 feet of paved access road. Approximately 70 percent of this drainage basin is paved or roofed. Well water circulates through the heating/cooling unit at the W.F. Lark Fossil Maintenance Facility and is discharged at this outfall as non -process wastewater. The system is a closed loop, and maintenance chemicals are not added. Significant None — upgradient storage / maintenance facilities only; non -industrial Materials/Potential Pollutants Note that the stormwater piping under the upgradient parking lot may contribute to Tier III status Summary Per correspondence with NCDEQ on August 28, 2017, Permit NCS000549 will be rescinded when the coal ash is fully remediated, however, the W.F. Lark facility shall be covered under NCG000496 under the metal fabrication / maintenance category. Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part 11, Section A, 2.(c)). (� DUKE `C ENERGY Location: Riverbend Steam Station SDO Narrative Description and BMP Summary Permit No. NCS000549 North of W.F. acres rercem impervious 9u Permit Monitoring 7 Table Industrial Activities The drainage area includes wooded area north of the W.F. Lark Fossil and Description Maintenance Facility; flow is then overland to Mountain Island Lake. This drainage basin includes approximately 16,000 square feet of roofed area and 50,000 square feet of paved storage area and parking lot. Approximately 90 percent of this drainage basin is paved or roofed. On August 24, 2017 NCDEQ recommended that outfall SW012 be eliminated as SW010 was deemed representative of both SW010 and Significant None Materials/Potential Pollutants BMP Summary I None Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part It, Section A, 2.(c)). (� DUKE ENERGY, Location: Riverbend Steam Station SDO Narrative Description and BMP Summary Permit No. NCSOOOS49 Structure Latitude - 135°21'39"N - acres W Permit Monitoring 14 Table mausinai This drainage area includes approximately 0.5 acres of the upgradient storage / Activities and maintenance facilities. In addition, there are about three acres of grassed area, Description including the slopes of below the Lark High Bay Maintenance Shop. Approximately 500 feet of paved roadway passes through the area. About 45 percent of the total drainage area is either paved or roofed. All runoff from this drainage basin is processed through the 20,000 gallon oil/water separator tank #1. signIncant I None — parKing ana non -industrial activities occur in the vicinity Materials/Potential Pollutants Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)). SDO Narrative Table !scription and BMP Summary SWO04 cture 18" RCP East of Horse Ben Beach Road itude 35021'22"N - 80°58'32"W 4.6 acres ious 15 ng 2 Industrial Activities and Description Materials/Potential Pollutants (y DUKE ENERGY Location: Riverbend Steam Station Permit No. NCS000549 This drainage basin is bound on the west by the access road parallel to the rail line and on the east by Horse Bend Beach Road. Approximately 15 percent of the drainage basin is paved; the rest is grass. Note that there is a catch basin / field inlet across the street from the stormwater outfall for this area and distributes to the adjacent wooded area. None — truck traffic / non -industrial activities occur in the vicinity Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part ll, Section A, 1.(b)) and BMP Summary (Part ll, Section A, 2.(c)). SDO Narrative Description and BMP Summary DUKE ;'ENERGY Location: Riverbend Steam Station Permit No. NCS000549 OUffallID SW003 Discharge Structure 36" CMP Location Western bank of the intake canal Latitude - Longitude 35021'40"N - 80058'32"W Drainage Area 14.6 acres Percent Impervious 5 Permit Monitoring 1 Table Industrial Activities This drainage area includes approximately one-half acre of the slopes below and Description the Lark Maintenance Facility. Approximately ten acres of lawn area border the plant access road. Drainage from the three acre, upper 230 kV switchyard is discharged into a concrete ditch which leads to this outfall. About 900 feet of paved access road and 800 feet of railways border this area. Approximately 5 percent of this drainage basin is paved. Significant Oil: Switchgear equipment in the upper 230 kV yard contains Materials/Potential approximately 6,700 gallons of oil. A 400 gallon oil rupture Pollutants collection tank collects drainage from the two station service transformers which contain a total of 226 gallons of mineral oil. Runoff from the upper 230 kV switchyard is discharged into a concrete ditch running along the north side of the yard. The ditch passes under the plant access road through a 36 inch diameter CMP. The west end of the CMP has a swing gate which would be closed to help contain oil spillage from the switchyard. BMP Summary Liquid Storage Tanks/Oil Bearing Equipment • If containment structures have drains, ensure that the drains have valves, and that valves are maintained in the closed position. Institute protocols for checking/testing stormwater in containment areas prior to discharge. • Inspect storage tanks and piping systems (pipes, pumps, flanges, couplings, hoses, and valves) for failures or leaks and perform preventive maintenance. • Properly dispose of chemicals that are no longer in use. • Develop and implement spill plans or spill prevention, containment, and countermeasure (SPCC) plans. Oil bearing equipment switchyards • Level grades and gravel surfaces are constructed to retard flows and limit the spread of spills. • Stormwater runoff is collected in perimeter ditches and routed around switchyard. Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part Il, Section A, 1.(b)) and BMP Summary (Part Il, Section A, 2.(c)). SDO Narrative Description and BMP BMP Summary "'t , DUKE ENERGY. Location: Riverbend Steam Station Permit No. NCS000549 Liquid Storage Tanks/Oil Bearing Equipment • If containment structures have drains, ensure that the drains have valves, and that valves are maintained in the closed position. Institute protocols for checking/testing stormwater in containment areas prior to discharge. • Inspect storage tanks and piping systems (pipes, pumps, flanges, couplings, hoses, and valves) for failures or leaks and perform preventive maintenance. • Properly dispose of chemicals that are no longer in use. • Develop and implement spill plans or spill prevention, containment, and countermeasure (SPCC) plans. Oil bearing equipment switchyards • Level grades and gravel surfaces are constructed to retard flows and limit the spread of spills. • Stormwater runoff is collected in perimeter ditches and routed around switchyard. Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)). SDO Narrative Description and BMP Su intake canal Table (� DUKE ENERGY, Location: Riverbend Steam Station Permit No. NCS000549 Industrial Activities This drainage area includes runoff from the 44 kV switchyard, lower 230 kV and Description switchyard, and a portion of the main switchyard; these areas cover 3.5 acres, including half an acre of yard and parking. To the south of the main switchyard, there are approximately 4.3 acres of lawn area. The railroad embankment along the eastern basin boundary is sloped at a ratio of 1.5 horizontal to 1 vertical (1.5H: 1 V). The embankment and railways cover approximately 2.3 acres. About one mile of railways and one-third mile of paved roadways pass through the area. Due to the removal / closure of the ash basin, ash hauling is no longer occurring onsite. Approximately 35 percent of this drainage basin is paved. All runoff from this drainage basin is processed through the 10,000 gallon oil separator tank #2. There is a vehicle rinse area within this basin, but the effluent is not discharged through this outfall because it is routed to the ash basin through the septic system. Effective July 7, 2017 a new Erosion and Sediment Control Plan (GASTO 2017- 016) was approved for the 100kV Switchyard Demolition and Stormline Installation (Phase 6). This new E&SC Plan necessitated replacement of the existing SW002 stormwater discharge pipe, which occurred on 9/18/17 by Earnhardt Grading. The original discharge has been abandoned in place. Significant Oil: The 44 kV switchyard contains a total volume of 5,000 Materials/Potential gallons of mineral oil. The main switchyard is only Pollutants partially located within this drainage area. Transformer 7A and its 7,500 gallons of mineral oil are located in this drainage area. Some switchgear equipment has containment pits beneath them. In addition, the diesel fuel storage tank (280 gallons) and unloading operations are located here on the east side of the powerhouse. Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)). Riverbend - Stormwater Outfall SWO02 Monitori �a az Oa DSo\ ♦ cad �a otia\ 'a°tea\ a� � ota\ ova ewe\ OSG 'L'11 �.5'L yp'L yP0 .yyA .yGO yes FQ F4 �a� to ,ea zec P° t�1� aF a°F QQz 4e� aa� iFo \ec�o a�JF cvc ac°aA � a P Pao Pao Pao F P� Pa°c Fec Sa Sa l° off' 4° S� Pa e° �e La Lr c,° ?` .e oc �.e .ar riF .Se ri` oL0 oL0 aLQ' aL� oL� oL� 0<0 �oF Benchmark 6.0-9.0 100 0.0003 0.34 N/A 0.065 0.003 0.9 0.010 0.335 0.075 0.09 0.056 N/A 0.126 N/A 15 <-Detect-> Units inches mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L ng/L mg/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L 11/30/2015 12/14/2D15 0.91 6.90 22 <0.0003 0.00217 <0.05 <0.001 <0.001 0.00220 0.00744 0.00147 0.00216 <0.001 <0.0019 <0.0002 0.011 9.50 <4.3 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 5/17/2016 6/8/2016 0.42 8.31 1400 0.0012 0.00595 <0.05 <0.00116 <0.00222 0.0369 0.112 0.0263 <0.0426 <0.001 <0.00761 0.000268 1.D40 8.84 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 Tier One (TSS, Silver, Copper, Zinc) 11/29/2016 12/14/2016 0.36 6.76 1100 0.00115 0.00709 <0.05 0.0012 0.0035 0.0487 0.1600 0.0363 0.0456 <0.001 0.0114 0.00039 1.320 37.20 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 Tier One (Cadmium) Tier Two (TSS, Silver, Copper, Zinc) 1/20/2017 2/3/2017 3.01 7.54 130 <0.0003 0.00232 <0.05 <0.001 <0.001 0.00793 0.0298 0.00575 0.00908 <0.001 0.00477 <0.0002 0.337 11.30 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 Tier Two (TSS, Silver, Copper, Zinc) 2/15/2017 3/2/2017 0.27 7.20 54 <0.0003 0.00115 <0.05 <0.001 0.00107 0.00365 0.0209 0.00237 0.00402 <0.001 0.00404 <0.0002 0.451 6.14 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 Tier Two (TSS, Silver) Tier Three (Copper, Zinc) 3/13/2017 3/30/2017 0.16 7.73 <5 <0.0003 <0.001 0.052 <0.001 <0.001 0.00119 0.00415 <0.001 <0.001 <0.001 0.00424 <0.0002 0.166 1.67 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 Tier Two (TSS) Tier Three (Copper, Zinc) 4/3/2017 4/18/2017 0.58 6.95 16 <0.0003 <0.001 <.0.05 <0.001 <0.001 0.00160 0.0124 <0.001 0.00166 <0.001 0.0037 <0.0002 0.209 2.85 <4 <0.4 <0.4 <0.4 <0.4 <0.41 <0.4 <0.4 Tier Three (Copper; Zinc) 5/1/2017 5/15/2017 0.31 6.11 46 <0.0003 0.00132 <.0.05 <0.001 <0.001 0.00340 0.0216 0.00244 0.00353 <0.001 0.00256 <0.0002 0.276 6.59 <4 1 NO PCB sampling required effective 4/17/17. JUNE No Sample - Adverse Weather JULY No Sample - Adverse Weather 8/31/2017 9/18/2017 0.66 8.20 170 0.00268 0.00502 <.0.05 <0.001 0.00217 0.017 1.040 0.0103 0.0498 <0.001 0.00604 <0.0002 1.00 25.9 <4.7 Tier Three (Copper, Zinc, TSS) 9/6/2017 9/19/2017 0.87 7.56 560.0 0.000657 0.00615 <.0.05 <0.001 0.00192 0.0303 0.197 0.0185 0.0499 <0.001 0.00626 <0.0002 1.06 88.9 <4.5 Tier Three (Copper, Zinc, TSS, Silver) 10/23/2017 11/7/2017 2.13 7.69 12.0 <0.0003 <0.001 0.054 <0.001 <0.0011 0.00284 0.00327 <0.001 <0.001 <0.0011 0.00267 <0.0002 0.0281 1.11 0.7 NOVEMBER I No Sample - Adverse Weather 12/20/2017 1/5L218 0.90 6.55 25.0 <0.0003 0.00126 <0.05 <0.001 <0.001 0.00537 0.00317 0.00137 <0.001 <0.001 <0.001 <0.0002 0.036 4.78 <4.9 1/11/2018 1/25/2018 0.13 7.99 <51 <0.0003 <0.001 <0.05 <0.001 <0.001 0.00192 0.00293 <0.001 <0.001 <0.001 .0.00194 <0.0002 0.036 1.74 <4.3 1 1 No Sample -Adverse Weather FEBRUARY 3/6/2018 3/21/2018 0.40 7.30 9.0 <0.0003 <0.001 <0.05 <0.001 <0.001 0.00222 0,00234 <0.001 0.00274 <0.001 <0.001 <0.0002 0.039 10.1 <4.2 4/23/2018 5/4/2018 0.41 7.30 22.0 <0.0003 <D.001 <0.05 <0.001 <0.001 0.00301 0.00555 0.00102 0.00101 <0.001 O.D01 <0.0002 0.044 10.5 <4.4 MAY No Sample - Adverse Weather JUNE No Sample - Adverse Weather 7/23/2018 8/3/2018 0.15 7.60 100 <0.0003 0.00266 <0.05 <0.001 <0.001 0.00156 0.0206 0.006 0.077 <0.0011 0.00314 <0.0002 0.161 51.6 <4.8 iTier One(Lead)Tier Three (Copper, Zinc, TSS, Silver) AUGUST I No Sample - Adverse Weather SEPIEMBER No Sample - Adverse Weather OCTOBER No Sample - Adverse Weather NOVEMBER No Sample - Adverse Weather 12/20/2018 1/9/2019 1.71 6.94 82 <0.0002 0.00143 <0.05 <0.001 <0.001 0.00573 0.00732 0.00246 0.00618 <0.001 <0.001 <0.0002 0.058 11.0 <4.3 01 1/29/29 2/18/2019 0.10 7.90 <5 <0.0002 <0.001 <0.05 <0.001 <0.001 0.00102 0.00201 <0.001 <0.001 <0.001 <0.001 <0.0002 0.025 3.5 <5.0 FEBRUARY No Sample - Adverse Weather MARCH No Sample - Adverse Weather 4/12/2019 4/29/2019 1.00 7.50 10 <0.0002 <0.001 <0.05 <0.001 <0.001 <0.001 0.00182 <0.001 <0.001 <0.001 <0.001 <0.0002 0.024 3.33 <5.0 5/11/2019 5/28/2019 1.03 7.54 6.6 <0.0002 <0.001 <0.05 <0.001 <0.001 <0.001 0.00178 <0.001 <0.001 <0.001 <0.001 <0.00D2 0.025 6.39 <5.0 6/7/2019 6/24/2019 1.12 7.10 14 <0.0002 <0.001 <0.05 <0.001 <0.001 0.00130 0.00451 0.00301 0.00118 <0.001 <0.001 <0.0002 0.044 3A <5.0 JULY No Sample - Adverse Weather or No Flow AUGUST No Sample -Adverse Weather or No Flow SEPiEMBER No Sample -Adverse Weather or No Flow OCFOBER No Sample -Adverse Weather or No Flow 11/12/20191 1 0.44 7.40 <2.8 <0.0002 <0.001 <0.05 <0.001 <0.001 <0.001 0.00202 <0.001 <0.001 <0.001 0.00141 <0.0002 0.03 1.28 <5.0 Riverbend ISW Recap Notes: Mercury above 12 ng/L must be reported on the DMR but does not activate a Tier response No longer Tier 1 after one sample below benchmark No longer Tier 2 afterthree consecutive samples below benchmark Tier 3 and Monthly sampling for the life of the Permit Riverbend - Stormwater Outfall SWO03 Monitoring Le / a5 \o �a°tea '`°�a� `9� \ °aa� °ca y�e O16 'yr1� 'Lpp, 'LPG' 'Lbw 'Lya 'LOZ ,gcs (, \eP Pa�c �Ja \P\ .``�P <° of dF `�P `L `�\ Qpl °°A owl � 0�4 c,� 4afiQ aa4On ova\ \°e� `sew aF °QQe � .?9a� c`'F e\e� 'c� �, y `PP `PQ� `0QS `0QS `PQS `0Pc °�Fe 4 4. a o, o, cP c, c, a a 4 � �� 0 Benchmark 6.0-9.0 100 0.0003 0.34 N/A 0.065 0.003 0.9 0.010 0.335 0.075 0.09 0.056 N/Al 0.126 N/A 15 <-Detect-> Units inches mg/L mg/L mg/L mg/L mg/L <0.001 mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L mg/L ng/L mg/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L 11/30/2015 12/14/2015 0.91 7.26 9 <0.0003 0.00100 <0.05 <0.001 0.00200 0.0049 0.00131 <0.001 <0.001 <0.001 <0.0002 0.063 8.580 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 5/17/2016 6/8/2016 0.42 8.81 900 <0.0003 0.00438 <0.05 <0.001 <0.001 0.00846 0.0160 0.00828 <0.0101 <0.001 <0.00187 <0.0002 1.140 26.40 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 Tier One (TSS, Copper, Zinc) 11/29/2016 12/14/2016 0.36 6.80 400 <0.0003 0.00412 <0.05 <0.001 <0.001 0.02330 0.0453 0.01670 0.01560 <0.001 0.00423 <0.0002 0.250 23.80 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 Tier Two (TSS, Copper, Zinc) 1/20/2017 2/3/2017 3.01 7.96 86 <0.0003 0.00190 <0.05 <0.001 <0.001 0.00947 0.0160 0.00532 0.00558 <0.001 0.00122 <0.0002 0.064 10.20 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 Tier Two (TSS, Copper, Zinc) 2/15/2017 3/2/2017 O.271 7.001 43 <0.0003 <0.001 <0.05 <0.001 <0.001 0.001511 0.00196 0.00112 <0.001 <0.001 <0.001 <0.0002 0.122 4.890 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 Tier Two (TSS, Copper, Zinc) 3/13/2017 3/30/2017 0.16 7.67 <5 <0.0003 <0.001 <0.05 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0002 0.032 0.846 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 Tier Two (Copper) 4/3/2017 4/18/2017 0.58 6.90 <5 <0.0003 <0.001 0.052 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.0002 0.037 0.704 <41 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4No Tier Status JUNE JULY No sample required. Semi -Annual. 8/31/2017 9/19/2017 0.66 8.60 39 <0.0003 <0.001 0.058 <0.001 <0.001 0.00304 0.00415 0.00134 <0.001 <0.001 <0.001 <0.0002 0.147 <0.5 <4.8 NO PCB sampling required effective 4/17/17 SEPTEMBER No sample required. Semi -Annual. OCTOBER No sample required. Semi -Annual. NOVEMBER No sample required. Semi -Annual. DECEMBER No sample required. Semi -Annual. 1/11/2018 1/ 55/2018 0.13 7.95 <5 <0.0003 <0.001 <0.05 <0.001 <0.001 <0.0011 0.00119 <0.001 <0.001 <0.001 <0.001 <0.0002 0.026 0.898 <4.2 FEBRUARY No sample required. Semi -Annual MARCH No sample required. Semi -Annual. APRIL No sample required. Semi -Annual. MAY INO No sample required. Semi -Annual. JUNE No sample required. Semi -Annual. JULY FLOW AUGUST No Sample - Adverse Weather SEPTEMBER No Sample - Adverse Weather OCTOBER No Sample - Adverse Weather NOVEMBER No Sample - Adverse Weather 12/20/2018 1/9/2019 1.71 6.02 24 <0.0002 <0.001 <0.05 <0.001 <0.001 0.00104 0.00364 <0.001 0.00124 <0.001 <0.001 <0.00021 0.0451 5.01 <4.3 FEBRUARY No Sample - Adverse Weather MARCH No Sample - Adverse Weather 4/12/2019 4/29/2019 1.00 7.90 <5 <0.0002 <0.001 <0.05 <0.001 <0.001 <0.001 0.00119 <0.001 <0.001 <0.001 <0.001 <0.0002 0.030 0.975 <5.0 MAY I jNoSample- No Flow TUNE No Sample - No Flow JULY No Sample - Adverse Weather or No Flow AUGUST No Sample - Adverse Weather or No Flow SEPTEMBER No Sample - Adverse Weather or No Flow OCTOBER No Sample - Adverse Weather or No Flow 11/12/2019 0.44 7.30 10 <0.0002 <0.001 <0.05 <0.001 <0.001 <0.001 0.0051 <0.001 <0.001 <0.001 <0.001 <0.0002 0.044 3.68 <5.0 Riverbend ISW Recap deoa8 MSI 3U8glaAlB MOId ON Jo ia43eaM avanpy - aldweS ON Mold ON lO 1a4leaM aslaAPV - aldweS ON mold ON Jo Ja43eaM avaAPV - 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puagaanla Riverbend - Stormwater Outfall SWO06 O,ace o\`az d°C �sz � az� s'y01 s'y'1T' sti'1'r ��'1'P s'y'1'P� s�'Ly sy'1b ao<e Q�e Q�e a�Pa z�SJ qy � P P P P P P P Pec �yF 5eF �°a. C,t, boa. �� QL0 QLp QLp QL0' QLp QL0' QLO �P Benchmark 6.0-9.0 100 15 <-Detect-> Tier One (PCB) Tier Two (PCB) No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample -Adverse Weather No Sample -Adverse Weather Missed Sample Collection PCBs, O&G Tier Two (PCB) Tier Two (PCB) No Tier Status No sample required. Semi -Annual No sample required. Semi -Annual No Sample - Adverse Weather No sample required. Semi -Annual No sample required. Semi -Annual No sample required. Semi -Annual No sample required. Semi -Annual No sample required. Semi -Annual sample required. Semi -Annual No sample required. Semi -Annual No sample required. Semi -Annual No sample required. Semi -Annual NO FLOW No Sample -Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample -Adverse Weather Units inches mg/L mg/L ug/L ug/L ug/L ug/L ug/L ug/L ug/L 11/30/2015 12/14/2015 0.91 7.17 31 <4 <0.4 <0.4 <0.4 1.4 <0.4 <0.4 <0.4 5/17/2016 6/8/2016 0.42 8.31 50 <4 <0.4 <0.4 <0.4 0.76 <0.4 <0.4 <0.4 JUNE JULY AUGUST SEPTEMBER OCTOBER I I I I 11/29/2016 12/14/2016 0.36 6.83 64 1 1/20/2017 2/3/2017 3.01 7.83 16 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <D.4 2/15/2017 3/2/2017 0.27 7.60 62 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 3/13/2017 3/30/2017 0.16 6.76 6 <4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 4/3/2017 5/1/2017 JUNE JULY 8/31/2017 0.66 8.20 68.01 0.7 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 SEPTEMBER OCTOBER NOVEMBER DECEMBER 1/11/2018 1/25/2018 0.13 7.50 <5 0.3 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 FEBRUARY MARCH jNo APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER I 12/20/2018 1/9/2019 1.71 6.39 9.6 <4.3 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 FEBRUARY I I No Sample - Adverse Weather No Sample -Adverse Weather NO FLOW No Sample - No Flow No Sample - Adverse Weather or No Flow No Sample - Adverse Weather or No Flow No Sample - Adverse Weather or No Flow No Sample - Adverse Weather or No Flow MARCH 4/12/2019 4/29/2019 1.00 8.10 8.0 <5.0 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 <0.4 MAY JUNE JULY AUGUST SEPTEMBER OCTOBER 11/12/2019 Riverhend ISW Recap de:)a8 MSI puagianla 8T/9/8 pauopuegV MOI3 ON MOI3 ON M013 ON MOI3 ON MOI3 ON 81/9Z/Z Ila3 ueal3 - MOl3 ON MOI3 ON MOI3 ON MOld ON M0I3 ON MOI3 ON M0I3 ON MOI3 ON MOI3 ON MOI3 ON MOI3 ON MOI3 ON M0I3 ON MOI3 ON MOI3 ON MOI3 ON Ainr 3Nnr AVW Tb'0 IIddV H38VW Advnve3i AdvnNV( 06'0 839 W 3330 U391/43AON ET Z 8390130 18'0 11391A131d3S 99'0 Isno v Ain TE'0 LTOZ/T/S 85'0 LTOZ/£/b 91'0 LTOZ/ET/E LZ'0 LTOZ/ST/Z WE LTOZ/OZ/T 9E'0 9TOZ/6Z/TT Zb'0 9TOZ/LT/S T6'0 STOZ/OE/TT I/8w I/Bw I/8w I/8w sapul s]lun 9ZT'0 OTO'0 IST 1001 0.6-0'9 1 iliewpuag �07 Sol°�\ guiaoliuow 800MS Ilellnp aajemwjojS - puagaanib Riverbend - Stormwater Outfall SWO10 Monitoring O5° a Bey `0 ,pc `oF Benchmark 6.0-9.0 100 15 0.010 0.126 Tier One (Zinc) Tier One (pH) Tier One (TSS, Copper, Zinc) No Sample - Within 60 Day Period Tier Two (Copper, Zinc) Tier Two (Copper) Tier Three (Zinc) Tier Three (Copper, Zinc) Tier One (pH) Tier Three (Copper, Zinc) No Sample - Adverse Weather No Sample - Adverse Weather Tier Three (Copper, Zinc) No Sample -Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather Units inches mg/L mg/L mg/L 0.008 mg/L 0.395 11/30/2015 12/14/2015 0.91 7.17 <5 <4 5/17/2016 6/8/2016 0.42 5.15 <5 <4 0.0044 0.0874 11/29/2016 12/14/2016 0.36 6.78 150 <4 0.046 1.24 1/20/2017 N/A 2/15/2017 3/2/2017 0.27 7.00 19 <4 0.021 0.419 3/13/2017 3/30/2017 0.16 7.08 7 <4 0.019 0.232 4/3/2017 4/18/2017 0.58 6.45 84 <4 0.039 0.554 5/1/2017 5/15/2017 0.31 5.83 38 <4 0.014 0.204 JUNE JULY 8/31/2017 9/18/2017 0.66 7.90 29.0 <4.3 0.032 0.523 9/6/2017 9/19/2017 0.87 7.81 210 <4.8 0.021 0.113 10/23/2017 11/7/2017 2.13 8.80 8.0 <4.7 0.010 0.291 NOVEMBER 12/20/2017 1/5/2018 0.90 8.51 32.0 <4.5 0.012 0.092 1/11/2018 1/25/2018 0.13 8.01 16.0 0.6 0.016 0.128 FEBRUARY 3/6/2018 3/21/2018 0.40 7.40 12.0 <4.3 0.014 0.16 4/23/2018 5/4/2018 0.411 7.20 18.0 <4.41 0.013 0.095 MAY JUNE 7/23/2018 8/3/2018 0.15 7.10 59 0.8 0.046 0.507 AUGUST No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather 1 No Sample - Adverse Weather No Sample - Adverse Weather No Sample -Adverse Weather No Sample -Adverse Weather or No Flow No Sample - Adverse Weather or No Flow No Sample - Adverse Weather or No Flow No Sample - Adverse Weather or No Flow SEPTEMBER OCTOBER NOVEMBER 12/20/2018 1/9/2019 1.71 6.13 21.0 <4.31 0.020 0.124 1/29/2019 2/13/2019 0.10 7.70 21.0 <5.0 0.023 0.285 FEBRUARY MARCH 4/12/2019 4/29/2019 1.00 8.20 78.0 <5.0 0.17 0.161 5/11/2019 5/28/2019 1.03 6.73 7.2 <5.0 0.012 0.185 6/7/2019 6/24/2019 1.12 6.60 180.0 <5 0.138 0.554 1 ULY AUGUST SEPTEMBER OClOBER 11/12/2019 12/1/2019 1 1 1 6.0261 0.21 1/1/20201 i I I 1 1 0.159 Riverbend ISW Recap deoaU MSI puaglaAIM b6Z'0 OZOZ/T/T S160 9Z0'0 6TOZ/I/ZT MOH ON JO iayleaM avanpy - aldweS ON Mold oN JO JayleaM avanpy- aldweS oN Mold ON JO JayleaM avanpy - aldweS ON Mold oN JO JayleaM avanpy - aldweS oN JayleaM avanpy - aldweS ON iayleaM avanpy - aldweS ON ia43eaM aSlanpy - aldweS ON J843eaM avanpy- aldweS ON iayleaM avanpy - aldweS ON layleaM avanpy - aldweS ON iayleaM avanpy - aldweS ON iayleaM avanpy - aldweS ON a9y3eaM avanpy - aldweS ON iayleaM avanpy - aldweS ON (WIZ 9addo0) aa'yl Jail iayleaM avanpy - aldweS ON iayleaM avanpy - aldweS ON (Du.Z 9addo0)aa141Ja!1(SS-0 auO Jail (ouq 9addo0) aajyl laLL (oulZ 7addo0) aaJylJaLL (oulZ 4addo0) aajyJJa1 (oulZ)aajyl ia.1(iaddo0) oml la11 (oulZ) aajyl1all (1addo0) omljaLL (Quiz) oml fall (laddo0) au0 call JayleaM avanpy - aldweS ON iayleaM avanpy - aldweS ON iayleaM avanpy - aldweS ON JayleaM avanpy- aldweS ON iayleaM avanpy - aldweS ON (oulZ)Oml JaLL (Ou!Z)auO laLL 8EI'0 6TOZ/ZT/TT 8380100 U38W31d35 1Sf19f v Aim 9T8'O O£0'O S> £E 08'9 ZT T 6TOZ/bZ/9 6TOZ/L/9 bE8'0 bT0"0 0'S> b'L 9£'L ISO'T I 6TOZ/8Z/S 6TOZ/TT/S 09Z'O ZTOO 10'S> IRL 00'8 OO'T 6IOZ/6Z/b 6TOZ/ZT/b HOUtlW Advna3d L9b'0 ZTO'O 0'S> OZ OWL 0I'0 6TOZ/£T/Z 6TOZ/6Z/T 9TZ'O bTO'O E'b> ZZ IE'9 TL'T 6TOZ/6/T STOZ/OZ/ZT 838 W 3AON U390100 838 W 31d3S 1Sn gnv ZZ'T £EO'0 E'b> s5 OT'L ST'O BTOZ/E/8 STOZ/£Z/L 3NOf Ay W bZE'O 8ZO'O S'b> S9 Ob'9 Tb'O RTOZ/bJ5 STOZ/EZ/b LEE'0 ETO'O b'b> TZ 061 Ob'O STOZ/TZ/E 91OZ/9/E avnii83d 67 SOT'O 6'b> b9 6T'L £T'0 STOZ/SZ/T SIOZ/TI/T SbT'O OTO'O T'9> £Z 861 06'0 8TOZ/S/T LTOZ/OZ/ZT 838 W 3AON ESb'0 bTO'0 I L'b> OT 69'4 £T'Z LTOZ/L/TT I LTOZ/EZ/OT L£1'0 L00'O 6'b> O'TZ Tb'8 L8'0 LTOZ/6I/6 LTOZ/9/6 LOCO EZO'0 8'b> O'OZ 80'8 99'0 LTOZ/8I/6 4TOZ/TE/8 Aim 3NOf Zlb'O 8EO'0 b> O'OZT ZL'9 TE'O 9TOZ/SI/S LTOZA/S 86Z'O EZO'O b> O'SS bT'L SS'O LTOZ/SI/b LTOZ/E/b LZZ'O STO'O b> O'8T T£'L 9T'0 LTOZ/0£/£ LTOZ/ET/E SLb'O ZZO'O L'S> O'EZ 06'9 LZ'O LTOZ/Z/E LTOZ/ST/Z RICO bZO'O b> SZ b0'8 TO'E LTOZ/£/Z LTOZ/OZ/T 9L'T 650'0 b> bZ 9TOZ/8Z/ZT 9TOZ/ET/ZT 19'T 490'0 b> LT b9'9 9£'0 910Z/4T/ZI 9TOZ/6Z/TT U390100 U38 W 31d3S isT1OOy Al 3NOf 88T'O E600'0 b> S> SE's Zb'0 9TOZ/8/9 91OZ/41/S 56T'0 900'0 b> S> 06'L 16'0 SIOZ/bT/ZT STOZ/O£/TT I/8w T/8w 1) w l/8w sayoul shun 9ZT'0 010'0 SI OOT O'6-0'9 Ipewyouag _OY ,aa oY .e5 oS z.,o oY\ o,>l zaa aaz ab��. zyy \07 Rupo;luow TZOMS Ilepnp aa;ennuaao;S - puagaaAla Riverbend - Stormwater Outfall SWO12 Monitoring 5 aS e Sam eca < A p ,`O�a Q•Z• '`�'�` �\ l Qat`L c�c�� Benchmark 6.0-9.0 100 15 0.010 0.126 Tier One (Zinc) Tier One (TSS, Copper) Tier Two (Zinc) Tier One (TSS, Copper) Tier Two (Zinc) Tier One (TSS, Copper) Tier Three (Zinc) Tier Three (Zinc) Tier One (Copper) Tier Three (Zinc) Tier Two (Copper) Tier Three (Zinc) No Sample - Adverse Weather No Sample - Adverse Weather Per NCDEQ Inspection Summary from 8/24/17, eliminate sampling SWO12 as SWO10 can be represented for both SWO12 and SW010. Units inches mg/L mg/L mg/L mg/L 11/30/2015 12/14/2015 0.91 6.57 <5 <4 <0.005 0.082 5/17/2016 6/8/2016 0.42 8.34 <5 <4 0.0071 0.32 11/29/2016 12/14/2016 0.36 6.78 150 <4 0.028 0.414 1/20/2017 2/3/2017 3.01 6.94 <5 <41 0.007 0.596 2/15/2017 3/2/2017 0.27 7.30 <5 <4 0.005 0.272 3/13/2017 3/30/2017 0.16 7.80 <5 <4 0.005 0.132 4/3/2017 4/18/2017 0.58 6.49 8 <4 0.011 0.147 5/1/2017 5/15/2017 0.31 6.03 41 <4 0.017 0.207 JUNE JULY 8/31/2017 0.66 7.30 9/6/2017 0.87 6.80 17.0 <4.7 0.008 0.171 Riverbend ISW Recap deDaa MSI puagjania MOIJ ON Mold ON MOIJ ON Mold ON Mold ON Mold ON MOIJ ON mold --------------------- 9� a \'Jova �Qe Na ono was? ?acv PoO �o � �oY a3eS a�aS Y \� rJ \Q `?\ O\ �c • 3 \� oy sa\ �a seas ease �J`e a•,° �S pS\ \tioY a y \ aoY a aQ� �e �\csa a�\o � oy °y\ 2 \ sa �a� �e'' tee•' � a4° tee'' �e � °S � � yQ0 �a0 a Sulaojiuow STOMS Iles;np aajemwjojS - puagaania Riverbend - Stormwater Outfall SWO18 Monitoring a`e pay o53\ ,Co`a �a\ ova\ le ses o�o G\ ova ;a\\� \ \� '. a\ •C a\ �-�� \e �yo a,�a� o`'eo to ye o0 0 \\ oa\ 0e yo\G \ \\ �•� .p\�o tea\ tc`9e o� \o'` o o \ ec t5eo otoc e�`O aa� rto 09 eaa o'`�t` exec ray\ \c°\ etc o�F 5 S ". o •C O 5 P 0 0 G G G I P S 'i. e�` G NO FLOW No sample required, Semi Annual. sample required. Semi -Annual. sample required. Semi -Annual. No Sample - Adverse Weather NO FLOW NO FLOW NO FLOW NO FLOW NO FLOW No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather NO FLOW No Sample - Adverse Weather No Sample - Adverse Weather NO FLOW NO FLOW IIIIIIIIIIIIIIII,-IIIIIIIIIIIIIII,-IIIIIIIIIIIIII,IIIIIIIIIIIIII, IIIIIIIIIIIIII,IIIIIIIIIIIIII,IIIIIIIIIIIIII, IIIIIIIIIIIIII,IIIIIIIIIIIIIIII,IIIIIIIIIIIIIII'llllllllllllllll,III-IIIIIIIIIIIIIIIII'lllllllllllllllll'llllllllllllllll,llllllllllllll, llllllllllllll, No Sample - No Flow Riverbend ISW Recap de:)aa MSI puagJan18 'OTOMS pue ZTOMS gJoq Jo; paluasaidaJ aq ue:) OTOMS se ZTOMS Suildwes ajeuiwila ELT/bZ/S woJ; (Jewwng uoi}aadsul U3(1:)N Jad JagjeaM aSaanpy - aldwe5 ON JagjeaM aSaanpy - aldweS ON (auiZ)aaJgljail (JaddoD)oMljail (DUM aaagl Jail (Jaddo:)) auO Jail (ouiZ)aaJgljail (:)uiZ) aaagljail (Jaddo:)'SSl) auOJail (:)uiZ)omljail (Jaddo:)'SSl)auOjail (juiZ) onnl Jail (JaddoO'SSl) au0 Jail (auW aup Jail TLT'0 8000 L'b> 0-LT 08.9 L8'0 LIOZ/9/6 0£'L 99'0 LTOZ/T£/8 ).inr 3Nnr LOZ'0 LTO'O b> Tb EO'9 TE'0 LTOZ/ST/S LTOZ/T/S LK-0 TTO'0 b> 8 6b'9 8S'0 LIOZ/81/b LTOZ/E/b ZET'0 IS00.0 b> S> 08'L 9T'0 LIOZ/OE/E LTOZ/ET/E ZLZ'O SOTO b> S> OE-L LZ'0 LTOZ/Z/E LTOZ/ST/Z 96S'O LOO'0 b> S> 176'9 WE LTOZ/E/Z LIOZ/OZ/T bTb'0 8ZO'O b> OST 8L'9 9E'0 9TOZ/bT/ZT 9TOZ/6Z/TT ZE'0 TL00'0 b> S> VE'8 Zb'0 91OZ/8/9 9TOZ/LT/S Z80'0 SOO'0> b> S> LS'9 T6'0 STOZ/bT/ZT STOZ/OE/TT I/8w l/8w I/2w l/8w sagaui s;iun 9ZT'0 0TO'0 ST OOI 0'6-0'9 1 11jewpuag zaS�y\ 0 yam°�\ \ems \ems°y\ a °��a�o cq -- / `ems a� a�Z 00 a"'e0 SuiaoliuoW ZToMS Ile}ono aajemwjo}S - puagaania Riverbend - Stormwater Outfall SWO11 Monitoring ewe \gas oses C.°�\�` PesJPs .�`49\ sQerae ease "o ST Se 4° Q 4o (C Lo ti` Lo Benchmark 6.0-9.0 100 15 0.010 0.126 Tier One (Zinc) Tier Two (Zinc) No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather Tier One (Copper) Tier Two (Zinc) Tier Two (Copper) Tier Three(Zinc) Ter Two (Copper) Tier Three (Zinc) Ter Three (Copper, Zinc) Ter Three (Copper, Zinc) Tier Three (Copper, Zinc) Tier One (TSS) Tier Three (Copper, Zinc) No Sample - Adverse Weather No Sample - Adverse Weather Tier Three (Copper, Zinc) No Sample -Adverse Weather No Sample -Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample - Adverse Weather No Sample -Adverse Weather No Sample -Adverse Weather No Sample - Adverse Weather or No Flow No Sample -Adverse Weather or No Flow No Sample - Adverse Weather or No Flow No Sample -Adverse Weather or No Flow Units inches mg/L mg/L mg/L mg/L 11/30/2015 12/14/2015 0.91 7.90 <5 <4 0.008 0.195 5/17/2016 6/8/2016 0.42 8.38 <5 <4 0.0093 0.188 JUNE JULY AUGUST I SEPTEMBER I OCTOBER 11/29/2016 12/14/2016 0.36 6.34 17 <4 0.064 1.61 12/13/2016 12/28/2016 24 <4 0.059 1.76 1/20/2017 2/3/2017 3.01 9.04 25 <4 0.024 0.749 2/15/2017 3/2/2017 0.27 6.90 23.0 <5.7 0.022 0.478 3/13/2017 3/30/2017 0.16 7.31 18.0 <4 0.015 0.227 4/3/2017 4/18/2017 0.58 7.14 55.0 <4 0.023 0.298 5/1/2017 5/15/2016 0.311 6.721 120.0 <41 0.038 0.412 JUNE JULY 8/31/2017 9/18/2017 0.66 8.08 20.0 <4.8 0.023 0.707 9/6/2017 9/19/2017 0.87 8.41 21.0 <4.9 0.007 0.137 10/23/2017 11/7/2017 2.13 7.69 10 0.7 0.014 0.453 NOVEMBER 12/20/2017 1/5/2018 0.90 7.98 23 <6.1 0.010 0.145 1/11/2018 1/25/2018 0.13 7.19 64 <4.9 0.105 2.9 FEBRUARY I I 3/6/2018 3/21/2018 0.40 7.90 21 <4.4 0.013 0.337 4/23/2018 5/4/2018 0.41 6.40 65 <4.5 0.028 0.324 MAY JUNE 7/23/2018 8/3/2018 0.15 7.10 5S <4.3 0.033 1.22 AUGUST SEPTEMBER OCTOBER NOV EM BER 12/20/2018 1/9/2019 1.71 6.31 221 0.3 0.014 0.216 1/29/2019 2/13/2019 0.101 7.80 201 <5.01 0.012 0.467 FEBRUARY MARCH 4/12/2019 4/29/2019 1.00 8.00 78 <5.0 0.012 0.260 5/11/2019 5/28/2019 1.03 7.36 7.4 <5.0 0.014 0.834 6/7/2019 6/24/2019 1.12 6.80 33 <5 0.030 0.816 JULY AUGUST SEPTEMBER OCTOBER 11/12/2019 0.138 12/1/2019 0.026 1 0.915 1/1/20201 1 0.294 Riverbend ISW Recap deDaU msl puagJaA!g 6SI'0 I I I I JoZoZ/T/T TZ'0 9Z0'0 6TOZ/T/ZL mo!d ON JO Jay;eRM asJanpy - 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p6°� doh q¢� �aO s°0 Sa Jam ,4 o�d osd o�d oSd d od c oti c c`. off. 01 ¢�oY oY'\ ° a}¢o 0 uow Zooms Ilegno aa;emwiolS - puayanla DUKE ENERGY Location: Riverbend Steam Station SDO Narrative Description and BMP Summary Permit No. NCS000549 Monitoring Table Western bank acres mauscnai r-xcavanes This drainage area includes runoff from the 44 kV switchyard, lower 230 kV and Description switchyard, and a portion of the main switchyard; these areas cover 3.5 acres, including half an acre of yard and parking. To the south of the main switchyard, there are approximately 4.3 acres of lawn area. The railroad embankment along the eastern basin boundary is sloped at a ratio of 1.5 horizontal to 1 vertical (1.5H: 1 V). The embankment and railways cover approximately 2.3 acres. About one mile of railways and one-third mile of paved roadways pass through the area. Due to the removal / closure of the ash basin, ash hauling is no longer occurring onsite. Approximately 35 percent of this drainage basin is paved. All runoff from this drainage basin is processed through the 10,000 gallon oil separator tank #2. There is a vehicle rinse area within this basin, but the effluent is not discharged through this outfall because it is routed to the ash basin through the septic system. Effective July 7, 2017 a new Erosion and Sediment Control Plan (GASTO 2017- 016) was approved for the 100kV Switchyard Demolition and Stormline Installation (Phase 6). This new E&SC Plan necessitated replacement of the existing SW002 stormwater discharge pipe, which occurred on 9/18117 by Earnhardt Grading. The original discharge has been abandoned in place. Significant Oil: The 44 kV switchyard contains a total volume of 5,000 Materials/Potential gallons of mineral oil. The main switchyard is only Pollutants partially located within this drainage area. Transformer 7A and its 7,500 gallons of mineral oil are located in this drainage area. Some switchgear equipment has containment pits beneath them. In addition, the diesel fuel storage tank (280 gallons) and unloading operations are located here on the east side of the powerhouse. Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part Il, Section A, 1.(b)) and BMP Summary (Part Il, Section A, 2.(c)). SDO Narrative Description and BMP Sum BMP Summary (_ DUKE r' ENERGY Location: Riverbend Steam Station Permit No. NCS000549 Liquid Storage Tanks/Oil Bearing Equipment • If containment structures have drains, ensure that the drains have valves, and that valves are maintained in the closed position. Institute protocols for checking/testing stormwater in containment areas prior to discharge. • Inspect storage tanks and piping systems (pipes, pumps, flanges, couplings, hoses, and valves) for failures or leaks and perform preventive maintenance. • Properly dispose of chemicals that are no longer in use. • Develop and implement spill plans or spill prevention, containment, and countermeasure (SPCC) plans. Oil bearing equipment switchyards • Level grades and gravel surfaces are constructed to retard flows and limit the spread of spills. • Stormwater runoff is collected in perimeter ditches and routed around switchyard. Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)). DUKE ENERGY, Location: Riverbend Steam Station SDO Narrative Description and BMP Summary Permit No. NCS000549 OutfallID SW003 Discharge Structure 36" CMP Location Western bank of the intake canal Latitude - Longitude 35021'40"N - 80058'32W Drainage Area 14.6 acres Percent Impervious 5 Permit Monitoring 1 Table Industrial Activities This drainage area includes approximately one-half acre of the slopes below and Description the Lark Maintenance Facility. Approximately ten acres of lawn area border the plant access road. Drainage from the three acre, upper 230 kV switchyard is discharged into a concrete ditch which leads to this outfall. About 900 feet of paved access road and 800 feet of railways border this area. Approximately 5 percent of this drainage basin is paved. Significant Oil: Switchgear equipment in the upper 230 kV yard contains Materials/Potential approximately 6,700 gallons of oil. A 400 gallon oil rupture Pollutants collection tank collects drainage from the two station service transformers which contain a total of 226 gallons of mineral oil. Runoff from the upper 230 kV switchyard is discharged into a concrete ditch running along the north side of the yard. The ditch passes under the plant access road through a 36 inch diameter CMP. The west end of the CMP has a swing gate which would be closed to help contain oil spillage from the switchyard. BMP Summary Liquid Storage Tanks/Oil Bearing Equipment • If containment structures have drains, ensure that the drains have valves, and that valves are maintained in the closed position. Institute protocols for checking/testing stormwater in containment areas prior to discharge. • Inspect storage tanks and piping systems (pipes, pumps, flanges, couplings, hoses, and valves) for failures or leaks and perform preventive maintenance. • Properly dispose of chemicals that are no longer in use. • Develop and implement spill plans or spill prevention, containment, and countermeasure (SPCC) plans. Oil bearing equipment switchyards • Level grades and gravel surfaces are constructed to retard flows and limit the spread of spills. • Stormwater runoff is collected in perimeter ditches and routed around switchyard. Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)). SDO Narrative Description and BMP Summary Location I East of Horse Ben 35021'22"N - 2 Table acres DUKE ENERGY, Location: Riverbend Steam Station Permit No. NCS000549 Industrial Activities This drainage basin is bound on the west by the access road parallel to the and Description rail line and on the east by Horse Bend Beach Road. Approximately 15 percent of the drainage basin is paved; the rest is grass. Note that there is a catch basin / field inlet across the street from the stormwater outfall for this area and distributes to the adjacent wooded area. Significant None — truck traffic Materials/Potential Pollutants None occur in the vicinity Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)). .(.� DUKE � ENERGY. Location: Riverbend Steam Station SDO Narrative Description and BMP Summary Permit No. NCS000549 SW006 36" CMP OUtfallID Discharge Structure Western bank of the intake canal 35021'39"N - 80058'32"W Location Latitude - Longitude 5.1 acres 45 Drainage Area Percent Impervious 4 Permit Monitoring Table This drainage area includes approximately 0.5 acres of the upgradient storage / Industrial Activities and maintenance facilities. In addition, there are about three acres of grassed area, Description including the slopes of below the Lark High Bay Maintenance Shop. Approximately 500 feet of paved roadway passes through the area. About 45 percent of the total drainage area is either paved or roofed. All runoff from this drainage basin is processed through the 20,000 gallon oil/water separator tank #1. Significant None — parking and non -industrial activities occur in the vicinity Materials/Potential Pollutants BMP Summary None Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)). (� DUKE ENERGY, Location: Riverbend Steam Station SDO Narrative Description and BMP Summary Permit No. NCS000549 acres Table .F. Lark """""""'Up°10CJ The drainage area includes wooded area north of the W.F. Lark Fossil and Description Maintenance Facility; flow is then overland to Mountain Island Lake. This drainage basin includes approximately 16,000 square feet of roofed area and 50,000 square feet of paved storage area and parking lot. Approximately 90 percent of this drainage basin is paved or roofed. On August 24, 2017 NCDEQ recommended that outfall SW012 be eliminated as SW010 was deemed representative of both SW010 and signincant None Materials/Potential Pollutants None Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)). �C>DUKE ENERGY. Location: Riverbend Steam Station SDO Narrative Description and BMP Summary Permit No. NCS000549 OUffallID SW011 t 'r ` Discharge Structure 181, CMP Location West of W.F. Lark Fossil Maintenance Facility Latitude - Longitude 35021'33"N - 80058'45"W Drainage Area 1.1 acres Percent Impervious 70 Permit Monitoring 7 Table The drainage area includes runoff from the wooded area west of the W.F. Industrial Activities and Description Lark Fossil Maintenance Facility; flow is then overland to a creek leading to Mountain Island Lake. This drainage basin includes approximately 11,000 square feet of roofed area and 33,000 square feet of paved parking area. There is about 250 feet of paved access road. Approximately 70 percent of this drainage basin is paved or roofed. Well water circulates through the heating/cooling unit at the W.F. Lark Fossil Maintenance Facility and is discharged at this outfall as non -process wastewater. The system is a closed loop, and maintenance chemicals are not added. Significant None — upgradient storage / maintenance facilities only; non -industrial Materials/Potential Pollutants Note that the stormwater piping under the upgradient parking lot may contribute to Tier I II status BMP Summary Per correspondence with NCDEQ on August 28, 2017, Permit NCS000549 will be rescinded when the coal ash is fully remediated, however, the W.F. Lark facility shall be covered under NCG000496 under the metal fabrication / maintenance category. Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)). (.� DUKE `C ENERGY: Location: Riverbend Steam Station SDO Narrative Description and BMP Summary Permit No. NCS000549 OUffallID SW018 Discharge Structure 18" RCP Location East side of station along Intake Canal Latitude - Longitude 35024'41.9"N - 80°58'29.9"W _< Drainage Area 16.1 Percent Impervious We Permit Monitoring 10 Table Industrial Activities The drainage area for the proposed stormwater outfall SW018 covers a total and Description area of 8.8 acres. The majority of stormwater is generated due to runoff from the substation pad. This stormwater will be collected using a network of catch basins and storm drains and subsequently conveyed to a detention basin and then discharged through the new outfall. The detention basin will also receive sheet flow from a grassed area around the substation pad. The area where the substation pad is built used to be the coal stock pile area when the plant was under operation. The substation pad will be covered with 6 inches of #57 stone and contain various electrical equipment including transformers, circuit breakers, and metering devices. The substation will be built in two phases. Phase One will be the construction of a 100kV switchyard and Phase Two will be the 44kV transformation yard. The transformers containing mineral oil will be located in the 44kV yard. Drainage will be routed to a 10,000 gallon oil water separator (proposed for construction) prior to discharge into the detention basin. Significant Materials/Potential Mineral Oil: There will be multiple oil -filled transformers in Pollutants the new 44kV substation which will be installed during Phase 2 of the Substation Construction. The transformers contain approximately 6000- 8000 gallons of oil. The oil water separator will be sized to accommodate the largest volume and installed prior to transformer delivery. The separator will tie into the storm drainage within the switchyard and be routed to the detention basin. BMP Summary Oil bearing equipment switchyards • Level grades and gravel surfaces are constructed to retard flows and limit the spread of spills. • Stormwater runoff is collected in perimeter ditches and routed around switchyard. Notes: 1. Outfall fact sheet provides documentation for permit sections for narrative description of potential pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part Il, Section A. 2.(c)). aQ °r ��C �`° Oa,�a° Q-a\111 Co�oc $11 ^, `1\ \\ae\ a lip as rye aQ° 5° as �a� O l vO �O5 cO acO0 ea .oc tio� �cl r � a 11/12/2019 0.44 Clear N 1 1 1 N N N N 12/10/2019 0.17 Clear N 1 1 1 N N N N SW002 1/7/2020 0.11 Clear N 1 1 1 N N N N 2/6/2020 1.6 Clear N 1 1 1 N N N N 3/3/2020 0.75 Clear N 1 1 1 N N N N 11/12/2019 0.44 Lt Brown N 1 2 1 N N N N 12/10/2019 0.17 Clear N 1 1 1 N N N N SW003 1/7/2020 0.11 Clear N 1 1 1 N N N N 2/6/2020 1.6 Lt Brown N 1 1 1 N N N N 3/3/2020 0.75 Clear N 1 1 1 N N N N 11/12/2019 0.16 Clear N 1 1 1 N N N N 12/10/2019 0.17 Lt Yellow 18 2 1 1 Y N N N SW004 1/7/2020 0.73 NO FLOW 2/6/2020 0.11 Lt Brown N 1 1 1 Y N N N 3/3/2020 0.75 Lt Brown N 2 1 1 Y N N N 11/12/2019 0.44 Clear N 1 1 1 N N N N 12/10/2019 0.17 Clear N 1 1 1 N N N N SW006 1/7/2020 0.11 Clear N 1 1 1 N N N N 2/6/2020 0.11 Clear N 1 1 1 N N N N 3/3/2020 0.75 Clear N 1 1 1 N N N N 11/12/2019 0.44 Clear N 1 2 1 N N N N 12/10/2019 0.17 Clear N 1 2 1 N N N N SW010 1/7/2020 0.11 Clear N 1 1 1 N N N N 2/6/2020 1.6 Clear N 1 1 1 N N N N 3/3/2020 0.75 Clear N 1 1 1 N N N N 11/12/2019 0.44 Clear N 1 1 1 N N N N 12/10/2019 0.17 Lt Tan N 1 2 1 N N N N SW011 1/7/2020 0.11 Lt Yellow N 1 1 1 N N N N 2/6/2020 1.6 Clear N 1 1 1 N N N N 3/3/2020 0.75 Cloudy N 2 2 1 N N N N 11/12/2019 0.44 Lt Brown N 2 1 1 N N N N 12/10/2019 0.17 NO FLOW SW018 1/7/2020 0.11 NO FLOW 2/6/2020 1.6 Clear N 1 1 1 N N N N 3/3/2020 0.75 Brown N 3 1 2 N N N N .. CJCiI � 1w 11`y'/Y1 lif"tyl�'7 QNVI cz°z z UJ7 . v uNHl .. -i No Flow for July, August, September and October 2019 No Flow for July, August, September and October 2019 No Flow for July, August, September and October 2019 F)l RIVERBEND STEAM STATION SITE AERIAL AND TOPOGRAPHIC MAP STORMWATER POLLUTION PREVENTION PLAN GASTON COUNTY, NC DATE DECEMBER 2019 FIGURE FIGURE 1 r Oa�� Fa\c�a G°\Oc �1 °c �pJ ocl o`L 51 r�°" aa5 yz't� Oro `Q Q °ti 11/12/2019 0.44 Clear N 1 1 1 N N N N 12/10/2019 0.17 Clear N 1 1 1 N N N N SWO02 1/7/2020 0.11 Clear N 1 1 1 N N N N 2/6/2020 1.6 Clear N 1 1 1 N N N N 3/3/2020 0.75 Clear N 1 1 1 N N N N 11/12/2019 0.44 Lt Brown N 1 2 1 N N N N 12/10/2019 0.17 Clear N 1 1 1 N N N N SWO03 1/7/2020 0.11 Clear N 1 1 1 N N N N 2/6/2020 1.6 Lt Brown N 1 1 1 N N N N 3/3/2020 0.75 Clear I N 1 1 1 N N N N 11/12/2019 0.16 Clear N 1 1 1 N N N N 12/10/2019 0.17 Lt Yellow 18 2 1 1 Y N N N SWO04 1/7/2020 0.73 NO FLOW 2/6/2020 0.11 Lt Brown N 1 1 1 Y N N N 3/3/2020 0.75 Lt Brown N 2 1 1 Y N N N 11/12/2019 0.44 Clear N 1 1 1 N N N N 12/10/2019 0.17 Clear N 1 1 1 N N N N SWO06 1/7/2020 0.11 Clear N 1 1 1 N N N N 2/6/2020 0.11 Clear N 1 1 1 N N N N 3/3/2020 0.75 Clear N 1 1 1 N N N N 11/12/2019 0.44 Clear N 1 2 1 N N N N 12/10/2019 0.17 Clear N 1 2 1 N N N N SW010 1/7/2020 0.11 Clear N 1 1 1 N N N N 2/6/2020 1.6 Clear N 1 1 1 N N N N 3/3/2020 0.75 Clear N 1 1 1 N N N N 11/12/2019 0.44 Clear N 1 1 1 N N N N 12/10/2019 0.17 Lt Tan N 1 2 1 N N N N Mot! 1 1/7/2020 0.11 Lt Yellow N 1 1 1 N N N N 2/6/2020 1.6 Clear N 1 1 1 N N N N 3/3/2020 0.75 Cloud N 2 2 1 N N N N 11/12/2019 0.44 Lt Brown N 2 1 1 N N N N 12/10/2019 0.17 NO FLOW SW018 1/7/2020 0.11 NO FLOW 2/6/2020 1.6 1 Clear N 1 1 1 N N N N 3/3/2020 0.75 Brown N 3 11 2 1 N N N N RECEINvk ED APR 27 2921 D'cNR•LAPdU QUALIV ear, �rtaT'rlr:� W"00W JNINIW GM P Z Gay 03AI303U No Flow for July, August, September and October 2019 No Flow for Juiy, August, September and October 2019 No Flow for July, August, September and October 2019 F)l RIVERBEND STEAM STATION SITE AERIAL AND TOPOGRAPHIC MAP STORMWATER POLLUTION PREVENTION PLAN GASTON COUNTY. NC DATE DECEMBER 2019 FIGURE FIGURE 1