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HomeMy WebLinkAboutNCG120012_MONITORING INFO_20121101STORMWATER DIVISION CODING SHEET NCG PERMITS PERMIT NO. /V DOC TYPE ❑HISTORICAL FILE iA MONITORING REPORTS DOC DATE ❑ _a�o i a I I D YYYYMMDD Permit- NCG120012 SOC: County: Gaston Region: Mooresville Compliance Inspection Re oft Effective: 11/01/12 Effective: Contact Person: Ross Ongman Directions to Facility: System Classifications: Primary ORC: Secondary ORC(s): OnSite Representative(s): Related Permits: Inspection Date: 11/17/2016 Primary Inspector. James D Moore Secondary Inspector(s): Expiration: .10/31/17 owner: Gaston County Expiration: Facility: Gaston Co Landfill 3155 Philadelphia Church Rd Dallas NC 28034 Title: Phone: 704-344-1405 Entry Time: 02:OOPM Reason for Inspection: Routine Permit Inspection Type: Landfill Storn-water Discharge COC Facility Status: Compliant Not Compliant Question Areas: E Storm Water (See attachment summary) Certification: Phone: Exit Time: 04:OOPM Phone: Inspection Type: Technical Assistance Page: 1 permit NCG120012 Owner - Facility: Gaston County Inspection Date: 11117/2016 Inspection Typo: Technical Assistance Reason for Visit Routine Inspection Summary: Relief in sampling fregency cannot be granted at this time. Please repair the basin slopes for the upper and lower ponds near outfall LL-2.We will conduct a follow up inspection in June 2417. Please call James Moore if questions at 704.235.2138. Page: 2 pemit NCG12oo12 Owner - Facility.- Gaston County Inspection Data: 11117l2M Inspection Type; Technical Assistants Reason for Visit Routine Permit and Outfalls Yea No NA NE # Is a copy of the Permit and the Certificate of Coverage available at the site? ❑ ❑ ❑ # Were all outfalls observed during the inspection? E ❑ ❑ ❑ # If the facility has representative outfall status, is it properly documented by the Division? ❑ 110 ❑ # Has the facility evaluated all illicit (non storrnwater) discharges? N ❑ ❑ ❑ Comment: The outfall were evaluated for TTS and fecal coliform impacts. Outfall LL-2 can be impacted b unstable basin slopes in the upper pond and lower pond. Slopes should be armored with large stone or regraded and stabilized with seed and matting. Outfalis LL-1 and LL-3 should not be impacted by unstable up gradient slopes. Fecal coliform impacts very widely and no recommendations can be made at this time to reduce potential impacts. Long term LL-1 is the best place to sample for the West side drainage area. Page: 3 Fi Legend Shallow Monitor Well Location °$siteproperty house Deep Monitor Well Location ®� Water Supply Wells A SurfawNater Sample Location = MW_20 � � ®� mobile home N Q Landfill Gas Monitor Well r ' I.FG- MW-19 LFG-4 %LF&5 M1V-2 � TMW-1 (abandoned) ti hLW-12 t r -e I r MW-22 Construction & 1 L.FG-2 c' Demolition LandR (Closed) 1 NIW 7 Build k 1, Q Methane i2ectricily Plant wpmma MW-14 Y VehicleMaintenan pall -mg YW-1 ❑ Facility LFG-I Neer 13: 4 000 Gall Or Storm WffiV 5 P d *3 ' tr Diesel AST a Ho on Q Yard Waste \ S Unlined MSW Landfill (Closed) and Facility Landfill {Water I Construction & Demolition Supply) I MW 8 Landfill (Active) r7 Well) f gS�.f Storm Pond Water Xrl A '' a~ + 11 SW-1 (LL) MW-6 _ '/ MW-9 � ; � --- UnlinedL.jmdf11 (US-1 ULO-i �a LLO-3 Storm Water Pond _li andanedj ' �f `� Lmtd L Y-B� MW-21 t r /��� ',,Storm Pon MW-BD3 Ware (abandoned) MW-l0A ' � Unit II Phase 2 / i MW-10 , MSW Landfill MW-17 Cell 1 5i/ MW 2312 acres) d' L..h t6'0 Z & — _ --- -- — Saw -- Unit 1 Lined MSW Landfill 4' MW-1 (active) z MW-4A ! FD-2 french dram f U, o $ Cell Pond v r�)MW-2 Unit II Phase 1 1 � 3� &MW ISM Lined MSW Landfill LLO1 0 c {Existing) MW-I8A Sum New Property MW-IB MW­16/ 1 1 WasteBoun i Iowa 19MW-26 fIL01 Lined Landfill &MW-27 MW 3A ' _ S Doan Water Pond J e lU ;:Z � Approumate Property Boundary saw z I� o [� SW-2(LijD&l s Qom\ Scale 0 Feet 600 uazLu I %-u. L auullll - 11d ium Olt.G Permit No.: 3606 Buxton Environmental, Inc. Figure 1. 3155 Philadelphia Church Rd. Site Layout Map TABLE I HISTORICAL STORMWA TER MONITORING RESULTS - STORMWA TER POND OUTFALLS GASTON COUNTY LANDFILL - HARDIN SITE 3155 PHILADELPHIA CHURCH ROAD DALLAS, NORTH CAROLINA NPDES GENERAL PERMIT NO.: NCG120012 Sample ID. Monitoring Schedule Date Ralrr all at Samp inn inches Total Rahj/411 inches Event Durat an hours COD m l Fecal Co ffiornt colorries11001131 TSS ur !l Oil A Grease In l p ,' Municipal Solid Waste Landfill LLO-1 Year IT i d 1 6/26/2013 0.75 0.75 1 72 N'[ N'I Year 1 Period 2 11/26/2013 t 1.25 5 1;':El NT NT Month 3 2014 3/3/201 0.2 0.25 5 72 NT NT Month 2 2015 2/9/2015 0.4 0.4 1 dry dry di NT AT Month 012 2015 ! 2/2015 0.4 0.4 3 BDL NT NT Month #fi 2016 6/27/2016 2 2 1 61 NT NT .... .... }..... .. r.... ...........i........, ..,.... ..........:... ......... ....E ........ ..... ......- LLO-1 Year I Period 1 6/26/2013 0,75 0.75 1 BDL NT NT Year I Period 2 11/26/2013 1 1.25 5 59 AT NT Month #3 2014 31M014 0.2 0,25 5 BDL 680 28 NT NT Month 42 2015 2/9/2015 0.4 0.4 1 BDL 30EV 28 NT NT Month 0 IZ 2015 IM2/2015 0.4 0.4 3 BDL :: "1' 47 NT NT Month #6 2016 6/27/2016 2 2 1 83 0 T1'1': E4::E:E E ';a::':: NT NT ............ .•.:•r::::Ev}: }'.;;: ;:.:: n..•:; .. :::.:. :':ii :,,:::r'� � �::i+i :?•i :�^''Fi%.:....t::•.E•i:':?.i:??:?•i::itiir•;.i;rr.: :. �:. v.:;?:!:.,}n........... LLO-3 Year I Period 1 6/26/2013 0.75 0.75 1 63 0 '.' ::::::::::::::: 7 NT NT Year 1 Period 2 11/26/2013 1 1.25 5 50 :::6 NT AT Month 732 114 3/3/2014 0.2 0.25 5 dry dry dry NT NT Month #2 2015 2/9/2015 0.4 0.4 1 dry dry dry AT NT Month #12 2015 12/22/2015 0.4 0.4 3 HDL BDL NT NT Month 46.2016 6C17I2016 2 2 1 59 63 NT NT VLO-I Year 1 Period 1 6/26/2013 0.75 0.75 l 70 Oilk17?; .... 11 NT NT Year I Period 2 11/26/2013 1 1.25 5 68 :` Ot1M. 1'''4 l:iiE:iE NT NT Month #3 2014 3/3/2014 0.2 0.25 5 BDL 130EV 7 NT NT Month #2 2015 2/9/2015 0.4 0.4 1 BDL BDL 17 AT AT Month#12 2015 12/22/2015 0.4 0.4 3 BDL 270 92 NT NT Month 6 2016 6/27/2016 2 2 1 75 1Tf : ':::I::,::' ::: N'r NT Maintenance Gare MG-1 Year 1 Period 1 6/26/2013 0.75 0.75 1 NT N'r :: ' 00:: ':::; BDL 7.8 Year I Period 2 11/26/2013 1 1.25 5 NT NT 6.7 7.717.913T* Month 02014 3/3/2014 0.2 0.25 5 AT NT 8.4 7.12 Month Q. 2015 2/9/2015 0.4 0.4 1 AT NT ::':;(ILL BDL 7.76 Month 912,1015 12/22/2015 0.4 0.4 3 NT NT BDL 7.7917,91-iT* Month #fi 2016 6/27/2016 2 2 l NT NT 5.3 7.3317.5HT* Yard Waste YlY-1 Year ]Period 1 6/26/2013 0.75 0.75 1 120 16 NT 7.6 Year 1 Period 2 11/26/2013 1 1.25 5 76 ::::911001N is 13 NT 6.916.61-IT* Month 93 2014 3/3/2014 0,2 0.25 5 540 18 NT 7.33 Month 42 2015 2/9/2015 0.4 0.4 1 BDL 91EV 29 NT 7.54 Month #12 2015 .1212212015 0.4 0A 3 53 25 NT NT Month 46 2D16 fi/2712016 2 2 1 16 NT 7.67 120 1.000 00 I is 6.0-9. notes: Stormwater samples collected on by Buxton Environmental, Inc. of above dates and anayzed for above constituents by Prism laboratories, Inc. pH collected in field with temperature corrected calibrated pH meter by Buxton Environmental, Inc. (* indicates pH reading by laboratory for verification pwposes) COD --chemical oxygen demand; TSS=total suspended solids; mg/1=milligrams per titer; ml=milliliter BUL = below detection limit; N'r = not tested HT= sample received and analyzed outside of the method holding time; MV = all dilutions are outside the ideal range, result is :m estimated value Bold and shade denotes above Benchmark Value rk:tables: gasswanyl, 616 Shallow Monitor Wei Location uff�sfte pm" Deep Monitor Well Location house ®� Water Supply Wells A Surfacewater Sample Location' • MW_20 G-6 � molnle Name 1 r Q Landltll Gas Monitor Well ' i '� D,� MW-l9 LFG-4 EFGS i MW-2 S TAiW-k (nhandoned) MW-12 / � r / Construction & LFG 2 �Q o Demolition rr �5 f Landfill (Closed) :MW7 Bailig a �n Methane Build. 0 o Electricity Plant ,p a MW-14 ' fl Yw_j I? Vehicle Maintenan p B Q ❑ 4a 13 Facility LFG-1 Am' 4,000-Galt cr Storm waler� Diesel AST S e Ho Pond tr O Yard Waste Landfill j Unlined MSW Landfill (Closed) and a Facdityg (Water / Construction & Demolition Snpply� Mw Landfill (Active) � Well)' " storm Water \ �� '1f b Pond 4° \ \ \ SW-1(LL) MW-6 ------f � MW 9 Unlined Landfill 3 t \ (E1S 1 Storm Water Pond } \ �i ULQ-1 B dotted) I mElsD4 iMW-Zl 'y `Proposed 1 o Wder be2(don wMW-10 Sw " B rl� (12 acres) ' MW-17 Cell 1 • art MW z3 ' a` I eachat� ._3 L — _ _ - I ``•� Sump Unit i Lined MSW landfill r: — — — — — — MW 1 (active) 1" r � \ FFI1-2 fimrh drain U' Cell2 o-a Pond f r MW-2 Unit IJ Phase I o l9 MW Lined d MSW Landfill ( Aiding) MW-18A LearLate i '.t9 - MW-16 New Property MW-16, Waste Baun r LLa-2. Lnedf.mdfH &MW-26 SMW-27 �- Storm WaterPond J J MW-3A Approximate Properly Boundary 0 SW-2 (L1.)DS1 £� Scale 0 Feet 600 Caston Co. an - Hardin Site Permit No.: 3606 Buxton Enviuronmental, Inc. Figure 1. 3155 Philadelphia Church Rd. Site Layout Map a a� TABLE I HISTORICAL STORM WATER MONITORING RESULTS - STORMWA TER POND OUTFALLS GASTON CO UNT Y LANDFILL - HARDIN SI TE 3155 PHILADELPHIA CHURCH ROAD DALLAS, NORTH CAROLINA NPDES GENERAL PERMIT NO.: NCG120012 t Sample ID. Monitoring Schedule Date Rainfall at Sanip inR inches Total Rairtfail inches Event Duration hours COD m l Fecal Co I orna colonies/lOUml TSN m !l Oil & Grease m l r, ........;:<•:::}::i:::!;:..:::^i;:?::.::'{}{:::: 4 ..:. ....... .:::rv:}:�K�:{:}:i?:{r.;?}•.,1.'..i: i}:::.:.•ri: }},r::^::....::i..Y:.::.?i5:::};}:..,}'}:::i ?: ::: F:::!:•'r �::. �:�-� Mun cipal Solid Waste Landfill � L -r LO -r ►� p ll~ Year 1 Period t 6 0 262 13 0.75 0.75 l 7 2 '�� °� �° °� NT NT Year 1 Period 2 1126/2013 1 1.25 5 Y: ::: :: NI' NT Month #3 2014 3/32014 0.2 0.25 5 72 NT I3 E Month 42.2015 2/9/2015 0.4 0.4 1 dry dry dry N'r NT Mon #12 2015 12222015 0,4 0.4 3 $DL NT NT Month #6 2016 6/27/2016 2 2 1 61 :'UO : T;'. i?'. i 6 ;:'; . ! NT NT .................. z:;?:a.r}y>}%r•>:>:ai;:;i�ri fi: :... r... ......: .:....:. r.... ...:. ::...,,..:. .; .. ............. ,•::.�.. .. .. f...:: ::.,.: .:...,; .:.. . LLO-2 Year l Perio 1 6/26/2013 0.75 0.75 T BDL NT NT Year I Period 2 11/26/2013 l 1.25 5 59 I-km1:::::; NT NT Month #3 2014 3/3/2014 0.2 0.25 5 BDL 680 28 NT NT Month 92 2015 2/9/2015 0.4 0.4 l BDL 30EV 28 N I' NT Month #12 2015 12/2 2015 0,4 0.4 3 BDL : ° Itl :::::'.::::'::;: 47 N'r NT Month#6 2016 6/27/2016 2 2 1 83 s: sd lil'E: [•:': d si`•E E N'r NT J-3 i �' J Year 1 Period 1 6/26/2013 0.75 0.75 l 63 1 I NT N9 Year I Period 2 11262013 i 1.25 5 50 0 NT NT Month 93 2014 3/3/2014 0.2 0.25 5 dry dry dry NT NT Month #2 2015 2/9/2015 0.4 0.4 l dry dry (fry NT NT Month # 1 22015 12222015 0.4 0.4 3 BDL BDL NT NT Month46.2016 6/27/2016 2 2 1 59 70 OW1'•E t ::::::; 63 NT NT ULO-1 L1-QD JD�.} Year 1 Period I 6/26/2013 0.75 0.75 1 7a tltlUfd 1?;;;:,': ;E', :;::; ::: NT NT Year 1 Period 112fi/2013 i 1.25 5owl FiE':E:E NT NT Month #3 2014 3/312014 0.2 0.25 5 BDL 130EV 7 NT NT Month 42 2015 2/9/2015 0.4 0A 1 BDL BDL 17 NT NT Month 912 2015 12222015 0.4 0.4 3 BDL 270 92 NT NT Month #6 2016 6/27/2016 2 2 1 75 tl ' `I•'E i i E E ;!: NT NT Maintenance Gariwe MG-1 Year T Period 1 6/262013 0.75 0.75 l NT NT 0l::E :' BDL 7.8 Year 1 Period 2 I t/26/2013 1 1.25 5 NT N1' :::::5 U[:€9;':: 6.7 7.7/7.91�T* Month 43 2014 3/3/2014 0.2 0.25 5 1 NT N1' 8.4 7.12 Month #2 2015 2/9/2015 0.4 0.4 1 NT NT BDL 7,76 Month 12 MIS 12/22/2015 0.4 0.4 3 NT NT $D[. 7.7917.91IT* Month 96 2016 6/27/2016 2 2 1 NT N'r t :a ': 5.3 7.3317.5HT* },• Yard W ste YW-1 Year 1 Period 1 6/2612013 0,75 0.75 1 120 6 ::6t111U0Hfi E;;< ::', 16 NT 7.6 Year 1 Period 2 I1262013 1 1.25 5 76 :':!::9`U 01111r:::i::.:::;. 13 NT 6.9/6.611T* Month #3 2 114 3/3/2014 0.2 0,25 5 540 18 NT 7.33 Month #2 2015 2/92015 0A 0A 1 BDL 91 EV 29 NT 7.54 Month 12.2015 12222015 0.4 0.4 3 53 A 25 NT NT Month 46,20I6 6/272016 2 2 1 1 16 NT 7.67 liffiffilf VALUE:i - In 0a too 15 1 6,0-9,0 Stormwater samples collected on by Buxton Environmental, Inc, of above dates and anayxed for above constituents by Prism Laboratories, I nc. pH collected in field with temperature corrected calibrated pH meter by Buxton Environmental, Inc. (* indicates pH reading by laboratory for verification puil)osesj COD --chemical oxygen demand; TSS=total suspended solids; mg/1=milligrams per liter; ml=milliliter BDL = below detection limit; NT = not tested HT = sample received and analyzed Outside of the method holding time; MV = all dilutions are outside the ideal range, result is an estimated value Bold and shade denotes above Benchmark Value rk; tables: gasswanyl.616 Buxton Environmental, Inc. P.O. Box 11550 - Charlotte, Noah Carolina 28220 Phone (704) 344-1450 ` Mobile (704) 906,4994 - e-rnail: buxtonenv�@bellsourh.net August 19, 2016 Ms. Holliday Keen NCDEQ- Land & Energy Division 610 East Center Ave., Suite 301 Mooresville, NC 28 t 15 Subject. Monthly Qualitative and Analytical Storm Water Monitoring - Month #6, 2016 Gaston County Landfill — Hardin Site 3155 Philadelphia Church Road Dallas, North Carolina NPDES General Permit No.: NCG120012 Landfdl Permit No.: 3606 Dear Ms. Keen, As we discussed during our August 18, 2016 telephone conversation, Buxton Environmental, Inc. respectfully submits the Monthly Qualitative and Analytical Storm Water Monitoring — Month 96, 2016 report for the Gaston County Landfill — Hardin Site located at 3155 Philadelphia Church Road in Dallas, North Carolina. If you have any further questions, please give me a call at (704) 906-4994. Sincerely, Buxton Environmental, Inc. R ss ineman, P.G. President cc: Marcie Smith — Gaston County Landfill —7 EA-1 zZ - OZ, L -7 Buxton Environmental, Inc. P_O. Box 11550 - Charlorre. North Carolina 28220 Phone (704) 344-1450 ` Mobile (704) 9064994 - e-maiL• buxrotwnv@beRwuth.nrt August 3, 2016 '% C41� Mr. Ray Maxwell, P.E. G 2 9 Gaston County Public Works A, 1��� DE�� Z0�6 P.O. Box 1578 �'9 --11�;�CR Gastonia, North Carolina 28053 Subject: Monthly Qualitative and Analytical Storm Water Monitoring - Month #6, 2016 Gaston County Landfill — Hardin Site 3155 Philadelphia Church Road Dallas, North Carolina NPDES General Permit No.: NCG120012 Landfill Permit No.: 3606 Dear Mr. Maxwell, Buxton Environmental, Inc. respectfully submits the Monthly Qualitative and Analytical Storm Water Monitoring — Month 96, 2016 report for the Gaston County Landfill — Hardin Site located at 3155 Philadelphia Church Road in Dallas, North Carolina. Storm water monitoring activities were conducted at storm water basins associated with the construction & demolition (C&D) landfill over the closed unlined municipal solid waste (MSW) landfill, Unit I lined MSW landfill, Unit U lined MSW landfill, vehicle maintenance garage and the yard waste composting facility. The National Pollutant Discharge Elimination System (NPDES) General Permit Number for the site is NCG120012. These activities were conducted in general accordance with North Carolina Department of Environmental Quality, Division of Water Quality (NCDEQ-DWQ) guidelines for Part II Monitoring, Controls, and Limitations for Permitted Discharges (Appendix A). According to the 5 year permit, storm water monitoring is required to be conducted from January 1, 2013 to October 31, 2017. A site layout map is provided in Figure 1. According to NCDEQ-DWQ guidelines, qualitative storm water monitoring and analytical storm water sampling should be conducted during a "measurable storm event", which is a storm that results in an actual discharge from the permitted site outfalls; and is preceded by at least 72 hours in which no "measurable storm event" has occurred. In addition, rain totals should be obtained from an on -site rain gauge. Mr. Maxwell August 3, 2016 Page 2 1.0 BACKGROUND INFORMATION Buxton Environmental, Inc. understands that the Gaston County Landfill - Hardin Site has been in operation since approximately 1985. The subject facility presently contains four landfill areas, which include a closed C&D landfill, an active C&D landfill over a closed unlined MSW landfill, an active Subtitle D lined MSW landfill (Unit I) and an additional active Subtitle D lined MSW landfill (Unit I1). Heavy equipment utilized for landfill activities is serviced at the on -site vehicle maintenance garage. Yard waste is also temporarily stockpiled then ground into mulch or composted at an on -site facility. Storm water monitoring has been conducted at the site by Buxton Environmental, Inc. since 1997. As required by the NPDES General Permit, Bunton Environmental, Inc. conducts Visual Inspections of the Gaston County Landfill — Hardin Site once every seven (7) calendar days and within 24-hours after any storm event greater than 0.5-inches per 24-hour period, in order to ensure the integrity and effectiveness of storm water, sedimentation and erosion controls. Written records are maintained on -site. On June 26, 2013, Buxton Environmental, Inc. conducted the initial Year 1 - Period 1, 2013 analytical storm water sampling activities at storm water detention pond outfalls LLO-1, LLO-2, LLO-3 and ULO-1 associated with the Unit I lined MSW landfill, Unit 11 lined MSW landfill, and/or C&D landfill over the closed unlined MSW landfill; the vehicle maintenance garage storm water detention pond outfall MG-1; and the yard waste composting facility storm water detention pond outfall YW-1. Storm water samples LLO-1, LLO-2, LLO-3, ULO-1, MG-1 and YW-1 indicated target constituents above Benchmark Values. Historical storm water analytical results are presented in Table 1. Based on these results, Buxton Environmental, Inc. initiated a Tier One response on July 9 and 18, 2013 to evaluate the cause of and attempt to correct exceedances in storm water Benchmark Values encountered at LLO-1, LLO-2, LLO-3, ULO-1, MG-1 and YW-1. During these activities, Buxton Environmental, Inc. recommended that the following items be addressed: 1) rills observed on the east side of the C&D landfill over the unlined landfill should be filled and vegetated; 2) rills observed on the south and east sides of Unit I MSW landfill should be filled and vegetated; 3) rills on observed on the south side of Unit II MSW landfill should be filled and vegetated; 4) a washout on the backside of the lower LLO-2 detention pond dam should be backfilled with soil and secured with a rock boulder cover; 5) storm water drainage at the soil borrow area on the southwest comer of the Unit 11 MSW landfill should be re -directed to flow into the lower LLO-1 detention pond, a washout at the soil borrow area should be filled and vegetated, and sediment fencing should be installed in the area; 6) storm water detention ponds LLO-1, LLO-2 (upper and lower), LLO-3 and ULO-1 should be excavated to remove accumulated sediment; 7) non -vegetated areas at the landfill should be seeded to stabilize soils; and 8) discourage the presence of vectors (primarily seagulls, buzzards and rodents) at the site in order attempt to reduce fecal coliform concentrations in the storm water. The above recommended improvements were conducted by Gaston County Landfill from August through early December 2013. In addition, Gaston County Landfill placed crushed stone along heavily travel dirt roads, and created boulder baffles and small interceptor basins along drainage ditches in the area of the C&D landfill over the unlined landfill, Unit I MSW landfill and Unit II MSW landfill, in order to attempt to reduce total suspended solid (TSS) concentrations in storm water. rA Mr. Maxwell August 3, 2016 Page 3 On November 26, 2014, Buxton Environmental, Inc. conducted the Year 1 - Period 2, 2013 analytical storm water sampling activities at storm water detention pond outfalls LLO-1, LLO-2, LLO-3, ULO-1, MG-1 and YW-1. Storm water samples LLO-1, LLO-2, LLO-3, ULO-1, MG-1 and YW-1 indicated target constituents above Benchmark Values. Based on these findings, a Tier Two response was required to be conducted, since exceedances in storm water Benchmark Values were encountered at LLO-1, LLO- 2, LLO-3, ULO-1, MG -I and YW-1 two (2) times in a row. A Tier Two response includes: 1) repeating the Tier One response to evaluate the cause of and attempt to correct exceedances in storm water Benchmark Values and 2) immediately institute monthly analytical and qualitative monitoring at every outfall exceeding Benchmark Values until three consecutive samples are below Benchmark Values. Historical storm water analytical results are presented in Table 1. On January 13, 2014, Mr. Bradley Bennett with the NCDENR-DWQ was contacted to discuss typical actions taken by the NCDEQ-DWQ once storm water Benchmark Values are exceeded for four (4) occasions at an outfall during the term of the permit. Mr. Bennett indicated that the Regional NCDEQ- DWQ project manager should be contacted and they will become involved to attempt to reduce the storm water exceedances. Mr. Bennett indicated that he was unaware of any NPDES permits being rescinded, as long as efforts are being made to improve storm water quality. On February 18, 2014, Mr. Ross Klingman, P.G. with Buxton Environmental, Inc. conducted a Tier One storm water management inspection within drainage areas that flow to storm water outfalls LLO-1, LLO- 2, LLO-3, ULO-1, MG-1 and YW-1 to identify possible causes of Benchmark Value exceedances. Based on historical storm water sampling, surface water samples periodically indicated the presence of chemical oxygen demand (COD) above Benchmark Values and have consistently indicated the presence of fecal coliform and TSS above Benchmark Values. Based on the inspection, several corrective measure recommendations were made to attempt to improve surface water quality at the site and are presented in the Tier One Storm Water Management Inspection report prepared on March 4, 2014 by Buxton Environmental, Inc. On March 3, 2014, Buxton Environmental, Inc. conducted the first monthly analytical storm water monitoring event (Month #3, 2014) at storm water detention pond outfalls LLO-1, LLO-2, ULO-1, MG-1 and YW-1. No storm water discharge occurred at LLO-3, therefore, sampling was unable to be conducted. Storm water samples LLO-1, MG -I and YW-I indicated target constituents above Benchmark Values. Based on these and historical findings, a Tier Two response was required to be conducted which includes 1) monthly analytical and qualitative monitoring at every outfall exceeding Benchmark Values until three consecutive samples are below Benchmark Values and 2) implementing the corrective measure recommendations to attempt to improve surface water quality at the site, which are presented in the Tier One Storm Water Management Inspection report prepared on March 4, 2014. In the event that storm water Benchmark Values are exceeded for four (4) occasions at an outfall during the term the permit, the NCDEQ-DWQ is required to be notified in writing within 30-days of receipt of the fourth analytical results. Historical storm water analytical results are presented in Table 1. Mr. Maxwell August 3, 2016 Page 4 From March lb, 2014 through March 21, 2015, Gaston County Landfill conducted extensive storm water quality corrective measure improvements at the site, as recommended in the Tier One Storm Water Management Inspection report prepared on March 4, 2014. A summary of the main improvements included: 1) excavating accumulated sediments from storm water detention ponds LLO-2 (upper and lower), ULO-1 and MG-1; 2) the placement of new gravel filter pack around the vertical discharge pipes at LLO-2 (upper and lower) ponds and ULO-1 pond; 3) the installation of rock baffles in drainage ditches along the south side of the Unit I landfill; 4) re -grading and hydro -seeding of non -vegetated side slopes at the Unit I MSW landfill, Unit 11 MSW landfill, and C&D landfill over closed unlined MSW landfill; and 5) the installation of a small temporary sediment basin in the open soil borrow area to the east of the C&D landfill over closed unlined MSW landfill, and the southeast comer of the Unit II MSW landfill. A detailed log of written field observations and improvements are maintained on -site - On March 26, 2014, Mr. Ryan Kormanik with the NCDEQ conducted a storm water Compliance Evaluation Inspection at the Gaston County Landfill — Hardin Site. According to the Compliance Inspection Report dated March 31, 2014, the landfill was in compliance with the NPDES permit. Mr. Kormanik recommended that the sediment basins be updated to a newer design to assist with reducing the TSS concentrations, and requested that coir mesh baffles be installed in the sediment basins. On February 9, 2015, Buxton Environmental, Inc. conducted monthly analytical and qualitative storm water monitoring (Month #2, 2015) at storm water detention pond outfalls LLO-2, U1,0-1, MG-1 and YW-1. No storm water discharge occurred at LLO-1 and LLO-3, therefore, monitoring was unable to be conducted. Storm water sample MG-1 indicated the presence of TSS above Benchmark Values, which was above the Benchmark Value for the fourth (4`h) occasion since sampling began for the current NPDES permit. However, the storm water sample collected on February 9, 2015 at LLO-2 (located down stream of MG-1) did not indicate TSS above the Benchmark Value. Storm water samples LLO-2, ULO-1 and YW-1 did not indicate target constituents above Benchmark Values. The methods, results and recommendations of these activities were documented in the Monthly Analytical and Qualitative Storm Water Monitoring — Month 42, 2015 report prepared by Buxton Environmental, Inc. on April 23, 2015. Historical storm water analytical results are presented in Table 1. From April 3, 2015 through February 18, 2016, Gaston County Landfill conducted routine storm water quality corrective measure improvements at the site, as part of Tier Two response procedures. A summary of the main improvements included: 1) excavation of accumulated sediments from storm water detention ponds LLO-2 (upper and lower), and the small temporary sediment basin located on the southwest corner of the Unit II landfill; 2) the placement of new gravel filter pack around the vertical discharge pipes at LLO-2 (upper and lower) ponds; 3) the creation of a new sediment basin on the northeast comer of the Unit II landfill; 4) re -grading and hydro -seeding the non -vegetated side slopes at the Unit II landfill, and east side of the C&D landfill over closed unlined landfill; 5) the installation of sediment fencing on the south toe of C&D landfill over closed unlined landfill; and 6) the repair of rills at Unit 11 and the east side of the C&D landfill over closed unlined landfill. Based on the visual storm water inspection conducted on February 18, 2016, all newly hydra -seeded slopes at the site had germinated and contained well established vegetative cover; however, and an effort should be made to deter seagulls and buzzards at the site_ A detailed log of written field observations and improvements are maintained on- Mr. Maxwell August 3, 2016 Page 5 On October 2, 2015, Buxton Environmental, Inc. conducted monthly qualitative storm water monitoring (Month #10, 2015) at storm water detention pond outfalls LLO-1, LLO-2, LLO-3, ULO-1, MG-1 and YW-1. The methods, results and recommendations of these activities were documented in the Monthly Qualitative Storm Water Monitoring - Month #10, 2015 report prepared by Buxton Environmental, Inc. on October 12, 2015. On November 30, 2015, Buxton Environmental, Inc. conducted monthly qualitative storm water monitoring (Month #11, 2015) at storm water detention pond outfalls LLO-1, LLO-2, LLO-3, ULO-1, MG-1 and YW-1. On December 22, 2015, Buxton Environmental, Inc. conducted monthly qualitative and analytical storm water monitoring (Month 412, 2015) at storm water detention pond outfalls LLO-1, LLO-2, LLO-3, ULO-1, MG-1 and YW-1. Storm water sample LLO-1 indicated fecal coliform and TSS above the Benchmark Values for the fourth Wh) occasion during the December 22, 2015 sampling event. Storm water sample MG-1 indicated the presence of TSS above the Benchmark Value for the fifth (5tn) occasion during the December 22, 2015 sampling event (however, storm water sample LLO-2 (located down stream of MG-1) has only indicated TSS above the Benchmark Value on two (2) occasions). The methods, results and recommendations of these activities were documented in the Monthly Qualitative Storm Water Monitoring - Month #11, 2015 and Monthly Qualitative and Analytical Storm Water Monitoring - Month #12, 2015 report prepared on February 23, 2016 by Buxton Environmental, Inc. Historical storm water analytical results are presented in Table 1_ On February 23 and May 3, 2016, Buxton Environmental, Inc. conducted monthly qualitative storm water monitoring (Month #2 and Month #5, 2016) at storm water detention pond outfalls LLO-1, LLO-2, LLO- 3, ULO-1, MG-1 and YW-1. From April 8 through May 23, 2016, Buxton Environmental, Inc. conducted Tier One storm water management inspections within drainage areas that flow to storm water outfalls LLO-1, LLO-2, LLO-3, ULO-1, MG-1 and YW-1 to identify possible causes of Benchmark Value exceedences. Based on the inspection, several corrective measure recommendations were made to attempt to improve surface water quality at the site. The methods, results and recommendations of these activities were documented in the Monthly Qualitative Storm Water Monitoring - Month 42, 2016; Monthly Qualitative Storm Water Monitoring - Month 95, 2016; and Tier One Storm Water Management inspection report prepared on May 24, 2016 by Buxton Environmental, Inc. 2.0 MONTHLYQUALITATIVE STORM WATER MONITORING; AND ANALYTICAL STORM WATER SAMPLING ACTIVITIES -MONTH #6, 2016 2.1 Monthly Qualitative Storm Water Monitoring On June 27, 2016, Buxton Environmental, Inc. conducted monthly qualitative monitoring at storm water detention pond outfalls LLO-1, LLO-2, LLO-3, ULO-1, MG-1 and YW-1 in general accordance with NCDENR-D WQ guidelines, in order to evaluate the effectiveness of the storm water controls at the site. A total of 2-inches of rain occurred over an approximately 1 hour period, just prior to monitoring. The completed Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report is provided in Appendix B. Mr. Maxwell August 3, 2016 Page 6 2.2 Monthly Analytical Storm Water Sampling Activities Unit I Lined MSW Landfill, Unit II Lined MSW Landfill, and Construction & Demolition Landfill Over Closed Unlined MSW Landfill On June 27, 2016, Buxton Environmental, Inc. conducted monthly analytical storm water sampling activities at storm water detention pond outfalls LLO-1, LLO-2, LLO-3 and ULO-I. A total of 2-inches of rain occurred over an approximately 1 hour period, just prior to sampling on June 27, 2016. The storm water samples were analyzed for COD by Method SM52201), fecal coliform by Method SM9222D and TSS by Method SM2540D by Prism Laboratories, Inc. in Charlotte, North Carolina. Vehicle Maintenance Garage The NCDEQ-DWQ guidelines for Part H Monitoring, Controls, and Limitations for Permitted Discharges indicates that storm water sampling is required if new motor oil usage at the on -site vehicle maintenance facility exceeds 55-gallons per month when averaged over a calendar year. New motor oil use at the vehicle maintenance facility has historically exceeded the 55-gallon per month average, therefore, storm water monitoring was conducted_ On June 27, 2016, Buxton Environmental, Inc. conducted monthly analytical storm water sampling at the vehicle maintenance garage storm water detention pond outfall MG-1. Drainage from MG-1 is located approximately 2,400 feet upstream of LLO-2, and each are located along the same drainage swale. A total of 2-inches of rain occurred over an approximately 1 hour period, just prior to sampling on June 27, 2016. The storm water samples were analyzed for TSS by Method SM2540D, oil and grease by Method 1664B, and pH by Method SM4500-HB (for verification purposes). The storm water was also field tested for pH with an appropriately calibrated EXTECH Instruments pH meter by Buxton Environmental, Inc. Yard Waste Composting Facility On June 27, 2016, Buxton Environmental, Inc. conducted storm water monitoring at the yard waste composting facility storm water detention pond outfall YW-1. A total of 2-inches of rain occurred over an approximately 1 hour period, just prior to sampling on June 27, 2016. The storm water samples were analyzed for COD by Method SM52201), fecal coliform by Method SM9222D and TSS by Method SM2540D by Prism Laboratories, Inc. Mr. Maxwell August 3, 2016 Page 7 2.3 Storm Water Analytical Results —Month #6, 2016 The storm water analytical results are presented in Table 1. The completed Semi-annual Stormwater Discharge Monitoring Report forms are provided in Appendix C. Laboratory data sheets are presented in Appendix D. Unit I Lined MSW Landfill, Unit II Lined MSW Landfill, and Construction & Demolition Landfill Over Closed Unlined MSW Landfill Storm water samples LLO-1, LLO-2, LLO-3 and ULO-1 indicated target parameters above Benchmark Values. Storm water sample LLO-1 indicated the presence of 27,OOOHT colonies/100 ml fecal coliform and 300 mg/l TSS, each parameter being detected above Benchmark Values for the fifth (51) occasion. The HT -flag denotes that the sample was received and analyzed outside of the hold time. Storm water sample LLO-2 indicated the presence of 2,OOOHT colonies/100 ml fecal coliform (above Benchmark Value for the fourth (4'') occasion) and 290 mg/1 TSS. Storm water sample LLO-3 indicated the presence of 4,1OOHT colonies/100 ml fecal coliform. Storm water sample ULO-1 indicated the presence of 3,600HT colonies/100 ml fecal coliform and 760 mg/1 TSS. Vehicle Maintenance Garage Storm water sample MG-1 indicated the presence of 170 mg/1 TSS, which was above the Benchmark Value for the sixth (6`h) occasion. However, storm water sample LLO-2 (located down stream of MG-1) has only indicated TSS above the Benchmark Value on three (3) occasions. Yard Waste Composting Facility Storm water sample YW-1 indicated the presence of 370 mg/1 COD and 60,OOOHT colonies/ 100ml fecal coliform, which were above the Benchmark Values. YW-1 has indicated fecal coliform above the Benchmark Value for the fourth (41h) occasion. Mr. Maxwell August 3, 2016 Page 8 3.0 RECOMMENDATIONS Based on the findings of this investigation, Buxton Environmental, Inc. makes the following recommendations. • Tier Two responses should continue to be conducted at the site, which include: 1) monthly analytical and qualitative monitoring at every outfall exceeding Benchmark Values until three consecutive samples are below Benchmark Values; and 2) Tier One responses which include continued evaluation of the cause of and attempts to correct exceedances in storm water Benchmark Values. The Regional NCDEQ-DWQ is required to be notified in writing within 30-days of receipt of analytical results indicating that target storm water parameters have exceeded Benchmark Values for four (4) occasions at an outfall during the term the permit. Storm water sample LLO-1 indicated fecal coliform and TSS above the Benchmark Values for the fifth (5'h) occasion. Storm water sample LLO-2 indicated fecal coliform above the Benchmark Values for the fourth (411) occasion. Storm water sample MG-1 indicated the presence of TSS above the Benchmark Value for the sixth (6`h) occasion (however, storm water sample LLO-2 (located down stream of MG-1) has only indicated TSS above the Benchmark Value on three (3) occasions). Storm water sample YW-1 indicated fecal coliform above the Benchmark Values for the fourth (4d) occasion. • A continued effort should be made to attempt to reduce TSS concentrations; and an effort should be made to deter vectors to attempt to reduce fecal coliform concentrations at the site, as indicated in the May 24, 2016 Tier One Storm Water Management Inspection report. • A copy of this report should be maintained at the Gaston County Landfill — Hardin Site. A copy of this report should also be submitted by Gaston County to the NCDEQ-DWQ for review. If you have any further questions, please give me a call at (704) 344-1450. Sincerely, Burton Environmental, Inc. oss Klingman, P.G. President Legend 9 Shadow Monitor We➢Location Deep Monitor We➢ Location Ak Stufacewater Sample Location 0 LanM Gas Monitor Well r--, - off -site property I house Water Supply Wens r l• „/• MW-2D G-b ®� mgbde home G MW-19 LF 4 LFG-4 LFG-5 MW_2 7MW-I (abandoned) MW-12 i It rr \SMW- 22 i b Cowmacuon & LFG 2 Demolition ± LattdMl (Closed) 7 S — Xx 0 Mw-14 Vehicle Maintenan ulmg 9 -13,: Facility L.F&I ATO &' 4.DDO-Gall ' Diesel AST Unlined MSW Latt" (Closed) and C}O ' 9 Construction & Demolition MW Landit➢ (Active) Strom Waur Pond �i • ULO-I -B ) LLO.9 -B` r Lined Iad�i/� "storm water Pond MW-BD3 -BD4 (abandoned) �-1 MW-10 f fig`, B 7@� MW-17 Cell t f LeP 1 Sump \ Unit I Lined MSW LandMl (active) h:e MW-4A Cell 2 LLO-I Mw-18A I% -18 MW-3A jSW ' - -2 (LLYDS: Permit No : 3bOb +}�4LL_ 3155 Philadelphia Church Rd. storm water � \� � Pond MGI'� 1I �p \ l � t� MW-21 �y ' , Proposed r Unit ➢ Phase 2 MSW Landfill MW-23 FD-2 -I- french d� . - ntw-z Una ➢ Phase 1 1$% Lined MSW Laoditn (Existing) � l i.eachatc MW-25 Snuff MW 15y LLJJ wasoeBouo 2 LOWU Limed Landfill B Mw-27 Strain Water Pond Appry -ate Property 59tardary Buxton Environmental, Inc. �N Methane f ©ectrimty Plant Storm watc� Pond f Yard Waste F� g (W.= 5ttpplyf We➢) 14 f 1 f I i i MW-1 f f f Scale 0 Feet 600 Figure 1. Site Layout Map i TABLE 1 ' HISTORICAL STORMWATER MONITORING RESULTS - STORMWATER POND OUTFALLS GASTON COUNTY LANDFILL - HARDIN SITE 3155 PHILADELPHIA CHURCH ROAD DALLAS, NORTH CAROLINA NPDES GENERAL PERMIT NO,: NCG120012 Sample ID. monitoring Schedule Date _-Ralpfall at Sampling inches Total Rahifallvent inches Duration hours COD nt I Fecalu urm culonies/100mf 71SS m oil & Grease m 1 p ....... ............... .. .. .. .... .. ... .�. ..: ::: .�:::: ... ....... .. ......: ::, ::: :.i::::•; ....... ............. .:.......::::::.�:....... r. .... .....,.. ........ ..r.r.r ...... .. :`:`?:} r.......... .~.. \... ...... :Jtiii;:te'i'.iiti::::s:'4'i`ie5:ivi: .. t..., r., ...: <f?\Yiti":,i'Y�it;ii:?:''.iY::.ii: �::•. Municipal Solid Warte Landfill LLO-1 Year I Period 1 6/26/2013 0.75 0.75 1 72 T NT Year 1 Period 2 11/2612013 1 1.25 5 NT NT Month 0. 2014 313120t 0.2 0.25 5 72 NT NT Month 2015 279756S 0A 0.4 1 dry dry dry NT Nr Mont 2 2015 12/2 2015 0.4 0.4 1 BDL NT NT Month b 2016 6/27 016 2 2 1 61 NT NT LLO-1 Year 1 Period IW12122/2015 0.75 0.75 l BDL NT NT Year ! eriod 21 1.25 5 59T NT on 3 2014 0.2 0.25 5 -D-6 28 NT NT Month 2 2015 0.4 0.4 1 BDL 30EV 28 N'r TMonth 20 5 0.4 3 BDL 47 NT NT Month 46. 2016 6/2 016 .0.4 2 2 1 83 NT NT 71717,757,57 ::{• . LLO-3 Year l Perw 1 612612013 0.75 0.75 1 63 T NT Year 1 Period 2 11126/2013 1 1.25 5 50 T I NT Month 3 2014 3/3 014 0.2 0.25 5 dr dry dry NT NT Month 2.2015 2/9/2015 0.4 0.4 1 dTV da dry NT NT Month# 12 20i5 12122/2015 0.4 0.4 3 BDL BDL N'r NT Month 6 2016 6/27 016 2 2 59 63 T N7' ULO-1 Year I Per od I 6/26t2013 0,75 0.75 1 70 NT NT Year 1 Porto 2 1 l 6/2013 l 1.25 5 68 NT NT Month 93.2014 3/312014 0.2 0.25 5 BDL 130FN 7 NT NT Month NZ 2015 2/9 015 0.4 0.4 1 BDL BDL 17 NT NT Month 12 2015 12122/2015 0.4 0.4 3 BDL 270 92 NT NT Mon fi 2016 6 7 5M 2 2 f 75 T NT Maintenance Garage MG-1 Year 1 Period 1 6126 013 0.75 0.75 t NT NT BDL 7.8 Year Period 2 l I 612013 I 1.25 5 N 1' NT 6,7 7.7/7.914T* Munch 43 2014 3/3/2014 0.2 0.25 5 NT NT 8.4 7,12 Mouth #2.2015 2/9/2015 o.4 0.4 1 NT NT BDL 7.76 Month '2, 2 2015 12/22/20 5 0. 0.4 3 NT NT BDL 7.7917.911'I'* nt fi 20166 7 Olb 2 2 I NT NT 5.3 7.3317.51-IT Ygrd Waste YW-1 Year 1 Period t 6/26013 0.75 0.75 1 l20 {6 T 7.6 Year 1 Perio 2 11/2612013 1 1.25 5 76 13 NT 6.9 6.61IT Man 3 2014 3/3/2014 0.2 0.25 5 1 .• 540 Is NT 7.33 Munch 2 2 15 2/9/2015 0.4 0.4 1 BDL 9IEV 29 T 7,54 Mont I2 20 5 12 2/2015 0.4 0.4 3 53 25 N'r N'r Month 6 2 16 6/27t2016 2 2 1 IG NT 7.67 ... .:,,:::::.:.;..,}::}::}::}:: }::i:,•.;r::: v'r: :::?:; ...... :�....... :....... ..:•:. `:�.1'�;.L;?y; �: tiirVt:.isti.:�i'':;<t:,<:'iYi;v::'t'ttii2i:::: i C'titiiii:Y::e.,:,;,::::: ^:; '_.::i::.:;: Niles; Stormwater samples collected on by Buxton Environmental, Inc. of above dates and anayxed for above constituents by Prism Laboratories, Inc. pH collected in field with temperature corrected calibrated p14 meter by Buxton Environmental, Inc. (* indicates pl l reading by laboratory for verification purposes) COD=chemical oxygen demand; TSS=total suspended solids; mg/l=milligrams per liter; ml=miltiliter BDL = below detection limit; N'I' = not tested I -IT - sample received and analyzed outside of the method holding time; MV =all dilutions are outside the ideal nntge, result is an estimated value Bold and shade denotes above Benchmark Value rk:tables: gasswanvI,616 APPENDIX A PART H MONITORINCS CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman Governor Director Secretary December 4, 2012 Jan Winters Gaston County PO Box 1579 Gastonia, NC 28053-1578 Subject: NPDES Stormwater Permit Coverage Renewal Gaston Co Landfill COC Number NCG120012 Gaston County Dear Permtttee: In response to your renewal application for continued coverage under stormwater General Permit NCG120000 the Division of Water Quality (DWQ) is forwarding herewith the reissued General Permit. This permit is reissued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between the state of North Carolina and the U.S. Environmental Protection Agency, dated October 15, 2007 (or as subsequently amended). The following information is included with your permit package: • A new Certificate of Coverage (COC) • A copy of General Permit NCG120000 • A copy of the Technical Bulletin for the General Permit • Two copies of the Discharge Monitoring Report (DMR) Form • Two copies of the Qualitative Monitoring Report Form The General Permit authorizes discharges of stormwater, and it specifies your obligations for discharge controls, management, monitoring, and record keeping. Please review the new permit to familiarize yourself with all the changes in the reissued permit. Your facility has six (6) months from the time of receipt of the permit to update your current SPPP to reflect all new permit requirements. The first sample period of your permit begins January 1, Z013. Your facility must sample a "measureable storm event" beginning during the periods beginning January 1 and July 1 of every year (or, if applicable, report "No Flow," as outlined in Part III, Section E). Also, please note that Tier 3 Actions in Part II of your permit are triggered by benchmark exceedances on four occasions beginning on the effective date of this permit and do not count prior exceedances. The more significant changes in the General Permit since your last COC was issued are noted either in the Draft Permit Fact Sheet that accompanied the public notice (http:/ ortal.ncdenr.org/webLwg/w--5lsuLcu rre notices , or in the Response to Comments / Summary of Changes and Technical Bulletin documents that are posted on the Stormwater Permitting Unit's website with the new General Permit. Please visit http://yortal.ncdenr.org/web/wq/wsZsulnodessw (click on `General Permits' tab) to review that information for your specific General Permit carefully. 1617 Mail Service Center, Ralegh, North Carolina 27699-1617 Location: 512 N. Salisbury SL Raleigh, North Carolina 27604 Phone: 91W7-M I FAX: 919-607.6492 Internet www.n gtetuuality,org An Equal Opp=ruly 1 Affirmative Action ErnDloyer One NCarolina Naturally Jan Winters December 4, 2012 Page 2 of 2 Some of the changes include: Part II: • Section A: The Stormwater Pollution Prevention Plan (SPPP) section, if applicable, has been updated to the most current language of our permits. Additional conditions for specific industry sectors have been added to the SPPP requirements in some cases_ • Sections B, C: Failure to perform analytical Stormwater monitoring may result in the Division requiring that the permittee begin a monthly sampling scheme. • Sections B, C: A lower TSS benchmark of 50 mg/l for HQW, ORW, PNA and Tr Waters applies to these more sensitive waters. • Sections B, C: The monitoring parameter Oil & Grease (O&G) has been replaced by the parameter Total Petroleum Hydrocarbons (TPH) for vehicle maintenance areas, and in some cases, other analytical monitoring requirements_ • Sections B, C, D: Inability to sample due to adverse weather must be recorded in the SPPP, or in separate on -site records if your General Permit does not require an SPPP. Adverse weather is defined in the "Definitions" section of the permit. • Sections B, C: The term "Representative Storm Event" has been replaced by "Measurable Storm Event." A measurable storm event is defined in the permit. • Section D: If the permittee fails to respond effectively to problems identified by qualitative monitoring, DWQ may require the permittee to perform corrective action. Please review Parts III and IV to understand the Standard Conditions of your new NPDES General Permit, including Compliance and Liability, Reporting, Monitoring and Records requirements; Operation and Maintenance obligations; and Definitions. Please note that all samples analyzed in accordance with the terms of this permit must be submitted to the Division on Discharge Monitoring Report (DMR) forms available on the Stormwater Permitting Unit's website above. DMR forms must be delivered to the Division no later than 30 clays from the date the facility receives the sampling results from the laboratory. Also note that existing permittees do not need to submit a renewal request prior to expiration unless directed by the Division. Your coverage under the General Permit is transferable only through the specific action of DWQ. This permit does not affect the legal requirements to obtain other permits which may be required by DENR, nor does it relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree. If you have any questions regarding this permit package, please contact the Division's Stormwater Permitting Unit at (919) 907-6300. Sincerely, for Charles Wakild, P.E. cc: DWQ Central Files Stormwater Permitting Unit Files Mooresville Regional Office STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO. NCG120000 CERTIFICATE OF COVERAGE No. NCG120012 STORMWATER NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Gaston County is hereby authorized to discharge stormwater from a facility located at: Gaston Co Landfill 3155 Philadelphia Church Rd Dallas Gaston County to receiving waters designated as South Fork Catawba River, a class WS-V waterbody in the Catawba River Basin in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1,11,111, and IV of General Permit No. NCG120000 as attached. This certificate of coverage shall become effective December 4, 2012. This Certificate of Coverage shall remain in effect for the duration of the General Permit Signed this 4th day of December, 2012. for Charles Wakild, P.E., Director Division of Water Quality By Authority of the Environmental Management Commission Permit No. NC0120000 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENEHa PERMIT NO, N(;G120090 TO DISCHARGE STORMWATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM for Landfills In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission and the Federal Water Pollution Control Act, as amended, this permit is hereby issued to all owners or operators, hereinafter permittees, which are covered by this permit as evidenced by receipt of a Certificate of Coverage by the Environmental Management Commission to allow the discharge of stormwater to the surface waters of North Carolina or to a separate storm sewer system conveying discharges to surface waters in accordance with the terms and conditions set forth herein. Coverage under this General Permit is applicable to: • All owners or operators of stormwater point source discharges associated with activities categorized as landfills, including construction and demolition debris landfills, which are permitted by the North Carolina Division of Waste Management under the provisions and requirements of North Carolina General Statute 130A-294. ♦ Stormwater point source discharges from like industrial activities deemed by the Division of Water Quality to be similar to these operations in the process, or the discharges, or the exposure of raw materials, intermediate products, by-products, products, or waste products. Except upon DWQ determination of similarity as provided immediately above, the following activities and associated discharges are excluded from coverage under this General Permit: ♦ Stormwater point source discharges from open dumps, hazardous waste disposal sites, land clearing and inert debris landfills, or discharges of wastes (including discharges of leachate as defined in 15A NCAC 13B .0101(11)). The General Permit shall become effective on November 1, 2012. The General Permit shall expire at midnight on October 31, 2017. Signed this day October 25, 2012. QLfginal signed A.y Matt MagAews for Charles Wakild, P.E., Director Division of Water Quality By the Authority of the Environmental Management Commission Permit No. NCG120000 TABLE OF CONTENTS PART I INTRODUCTION Section A: General Permit Coverage Section B: Permitted Activities PART 11MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES Section A: Final Limitations and Controls for Stormwater Discharges Section B: Analytical Monitoring Requirements Section C: On -Site Vehicle and Equipment Maintenance Monitoring Requirements Section D: Qualitative Monitoring and Visual Inspection Requirements PART III STANDARD CONDITIONS FOR NPDES STORMWATER GENERAL PERMITS Section A: Compliance and Liability 1. Compliance Schedule 2. Duty to Comply 3. Duty to Mitigate 4. Civil and Criminal Liability 5. Oil and Hazardous Substance Liability 6. Property Rights 7. Severability 8. Duty to Provide Information 9. Penalties for Tampering 10. Penalties for Falsification of Reports 11. Onshore or Offshore Construction 12. Duty to Reapply Section B: General Conditions 1. General Permit Expiration 2. Transfers 3. When an Individual Permit May be Required 4. When an Individual Permit May be Requested 5. Signatory Requirements 6. General Permit Modification, Revocation and Reissuance, or Termination 7. Certificate of Coverage Actions 8. Annual Administering and Compliance Monitoring Fee Requirements i Permit No. NCG120000 Section C: Operation and Maintenance of Pollution Controls 1. Proper Operation and Maintenance 2. Need to Halt or Reduce not a Defense 3. Bypassing of Stormwater Control Facilities Section D: Monitoring and Records 1. Representative Sampling 2. Recording Results 3. Flow Measurements 4. Test Procedures S. Representative Outfall 6. Records Retention 7. Inspection and Entry Section E: Reporting Requirements 1. Discharge Monitoring Reports 2. Submitting Reports 3. Availability of Reports 4. Non-Stormwater Discharges 5. Planned Changes 6. Anticipated Noncompliance 7. Spills S. Bypass 9. Twenty-four Hour Reporting 10. Other Noncompliance 11. Other Information PART IV DEFINITIONS ii Permit No. NCG120000 PART I INTRODUCTION SECTION A: GENERAL PERMIT COVERAGE All persons desiring to be covered by this General Permit must register with the Division of Water Quality (DWQ) by the filing of a Notice of Intent (NOI) and applicable fees. The NOI shall be submitted and a certificate of coverage issued prior to any point source discharge of stormwater associated with industrial activity to the surface waters of the state. Any owner or operator not wishing to be covered or limited by this General Permit may make application for an individual NPDES permit in accordance with NPDES procedures in 15A NCAC 2H .0100, stating the reasons supporting the request Any application for an individual permit should be made at least 180 days prior to commencement of discharge. This General Permit does not cover activities or discharges covered by an individual NPDES permit until the individual permit has expired or has been revoked. Any person conducting an activity covered by an individual permit but which could be covered by this General Permit may request that the individual permit be revoked and coverage under this General Permit be provided. If industrial materials and activities are not exposed to precipitation or runoff as described in 40 CFR §122.26(g), the facility may qualify for a No Exposure Exclusion from NPDES stormwater discharge permit requirements. Any owner or operator wishing to obtain a No Exposure Exclusion must submit a No Exposure Certification Notice of Intent (NOI) form to the Division; must receive approval by the Division; must maintain no exposure conditions unless authorized to discharge under a valid NPDES stormwater permit; and must recertify the No Exposure Exclusion annually. Any facility may apply for new or continued coverage under this permit until a Total Maximum Daily Load (TMDL) for pollutants for stormwater is established. A TMDL sets a pollutant -loading limit that affects a watershed, or portion of a watershed, draining to a specific impaired water. For discharges to watersheds affected by a TMDL, coverage under this permit may depend on the facility demonstrating it does not have reasonable potential to violate applicable water quality standards for those pollutants as a result of discharges. If DWQ determines that discharges have reasonable potential to cause water quality standard violations, the facility shall apply for an individual permit 180 days prior to the expiration date of this General Permit Once that individual permit is effective, the facility will no longer have coverage under this General Permit. During the period beginning on the effective date of the permit and lasting until expiration, the permittee is authorized to discharge stormwater associated with industrial activity. Such discharges shall be controlled, limited, and monitored as specified in this permit Part I Page 1 of 2 Permit No. NCG120000 SECTION B: PERMITTED ACTIVITIES Until coverage under this permit expires or is modified or revoked, the permittee is authorized to discharge stormwater, to the surface waters of North Carolina or to a separate storm sewer system, which has been adequately treated and managed in accordance with the terms and conditions of this General Permit. Any other point source discharge to surface waters of the state is prohibited unless it is an allowable non- stormwater discharge or is covered by another permit, authorization, or approval. The discharges authorized by this General Permit shall not cause or contribute to violations of Water Quality Standards. Where wetlands are located on or nearby landfilling operations, discharges authorized by this permit and site operations must meet applicable wetland standards, as recorded in 15A NCAC 2B .0230 and .0231, and water quality certification requirements as outlined in 15A NCAC 2H .0500. This permit does not relieve the permittee from responsibility for compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or decree. Part 1 Page 2 of 2 Permit No. NCG120000 PART II MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED DISCHARGES SECTION A: LIMITATIONS AND CONTROLS FOR STORMWATER DISCHARGES During the period beginning on the effective date of the Certificate of Coverage and lasting until expiration of the General Permit, the permittee is authorized to discharge stormwater. Such discharges shall be controlled, limited, and monitored as specified below: 1. Prior to commencement of land disturbing activities, the permittee shall submit for approval a Sedimentation and Erosion Control Plan (plan) to the Department of Environment and Natural Resources, Division of Energy, Mineral, and Land Resources, or an approved local program, pursuant to the requirements of NC G.S.113A-54.1 and in conformity with the rules adopted by the Sedimentation and Erosion Control Commission. 2. The permittee shall implement the approved plan. The approved plan is a requirement or condition of this General Permit. Deviation from the approved plan, or approved amendment to the plan, shall constitute a violation of the terms and conditions of this General Permit. A signed copy of the approved plan shall be maintained on the site at all times. 3. Prior to constructing or operating a landfill the permittee shall obtain a permit for a sanitary landfill from the N.C. Department of Environment and Natural Resources, Division of Waste Management, pursuant to the requirements of NC G.S.130A - 294 and in conformity with the rules adopted in 15A North Carolina Administrative Code, Subchapter 13B Section .0500 or Section .1600. The landfill permit is a requirement or condition of this General Permit. Deviation from the landfill permit, or approved amendment or revision of the landfill permit, shall constitute a violation of the terms and conditions of this General Permit. A signed copy of the landfill permit shall be maintained on the site at all times. 4. Secondary Containment Requirements and Records. Secondary containment is required for: bulk storage, of liquid materigis including o um prgducts sJorage in any amountSection 313 of Tide III of the SuperfundAmendmJents and Reauthorization Act Sf ARA] waterpdQfity chemicals: and stoEage in any amount of hazardous substancesin order to prevent leaks and spills from contaminating stormwater runoff. A table or summary of all such tanks and stored materials and their associated secondary containment areas shall be maintained. If the secondary containment devices are connected to stormwater conveyance systems, the connection shall be controlled by manually activated valves or other similar devices, which shall be secured closed with a locking mechanism. Any stormwater that accumulates in the containment area shall be at a minimum visually observed for color, foam, outfall staining, visible sheens and dry weather flow, prior to release of the accumulated stormwater. Accumulated stormwater shall be released if found to be uncontaminated by any material. Records documenting the individual making the observation, the description of the accumulated stormwater, and the date and time of the release shall be kept for a period of five (5) years. For facilities subject to a federal oil Spill Prevention, Control, and Countermeasure Plan, facility compliance with any portion of the SPCC plan fully consistent with the requirements of this permit maybe used to demonstrate compliance with this permit. 5. Equipment utilized during the land disturbing or landfill operational activities on a site shall be operated and maintained in such a manner as to prevent potential or actual pollution of the surface or ground waters of the state. Fuels, lubricants, coolants, and hydraulic fluids, other petroleum products, and spent fluids shall be disposed of in a manner so as not to enter the waters, surface or ground, of the state and in accordance with applicable state and federal disposal regulations. Any Part 11 Page 1 of 6 Permit No. NCG120000 spilled fluids shall be cleaned up to the extent practicable and disposed of in a manner so as not to allow their entry into the waters, surface or ground, of the state. SECTION B: ANALYTICAL MONITORING REQUIREMENTS Analytical monitoring of stormwater discharges shall be performed as specified in Table 1. All analytical monitoring shall be performed during a measureable storm event at each stormwater discharge outfall (SDO). Only SDOs having stormwater discharges associated with industrial activity must be sampled. See Definitions. A measurable storm event is a storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72- hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and the permittee obtains approval from the local DWQ Regional Office. See Definitions. Table 1 Analytical Monitoring Requirements Discharge Characteristics . ' Units Measurement FELcluen ' 1 Sample Type2 Sample . Location3 Chemical Oxygen Demand m semi-annual Grab SDO Fecal Coliform # per 100 ml semi-annual Grab SDO Total Suspended Solids m semi-annual Grab SDO Total Rainfa114 inches semi-annual Rain gauge - Footnotes: 1 Measurement Frequency: Twice per year during a measureable storm event. 2 Sample collection must begin within the first 30 minutes of discharge and continue to all outfalls until completed. 3 Sample Location: Samples shall be collected at each stormwater discharge outfall (SDO) unless representative outfall status (ROS) has been granted by DWQ. A copy of the DWQ letter granting ROS must be kept on site. DWQ's ROS letter remains in effect through the subsequent reissuance of this permit and as long as the pertinent site conditions and operations remain unchanged, unless the ROS letter provides for other conditions or duration. 4 For each sampled measureable storm event the total precipitation must be recorded from an on -site rain gauge. (Where isolated sites are unmanned far extended periods, a local rain gauge reading may be substituted for an on -site gauge, upon prior DWQ written approval.) The permittee shall complete the analytical samplings in accordance with the schedule specified in Table 2 below, unless adverse weather conditions prevent sample collection (see Definitions) Inability to sample because of adverse weather conditions must be recorded on the Discharge Monitoring Report, along with a description of the adverse conditions and their duration. Sampling is not required outside of the facility's normal operating hours. A minimum of 60 days must separate Period 1 and Period 2 sample dates unless monthly monitoring has been instituted via other requirements of this permit. The permittee must report the results of every discharge sample taken within the monitoring period (see Part III, Section E). Failure to monitor semi-annually per permit terms may result in the Division requiring monthly monitoring for all parameters for a specified time period. "No discharge" from an outfall or inability to collect a sample because of adverse weather conditions during a monitoring period, for example, does not constitute failure to monitor, as long as it is properly reported. Part 11 Page 2 of 6 Permit No. NCG120000 Table 2 Monitoring Schedule Monitoring Periods Sample Number - Start Year 1- Period 1 1 January 1, 2013 June 30, 2013 Year 1- Period 2 2 July 1, 2013 December 31, 2013 Year 2 - Period 1 3 January 1, 2014 June 30, 2014 Year 2 - Period 2 4 July 1, 2014 December 31, 2014 Year 3 - Period 1 5 January 1, 2015 June 30, 2015 Year 3 - Period 2 6 July 1, 2015 December 31, 2015 Year 4 - Period 1 7 January 1, 2016 June 30, 2016 Year 4 - Period 2 8 July 1, 2016 December 31, 2016 Year 5 - Period 1 9 January 1, 2017 June 30, 2017 Year 5 - Period 2 10 July 1, 2017 October 31, 2017 Footnotes: 1 Maintain semi-annual monitoring during permit renewal process (unless monthly monitoring has been triggered via other permit requirements.) 2 if no discharge occurs during the sampling period, the permittee must submit a monitoring report indicating "No Floyd' within 30 days of the end of the sampling period. The permittee shall compare monitoring results to the benchmark values in Table 3. The benchmark values are not permit limits but should be used as guidelines for the permittee's response actions to control the discharge of pollutants in site stormwater. Exceedances of benchmark values require the permittee to increase monitoring, increase management actions, increase record keeping, and/or install stormwater Best Management Practices (BMPs) in a tiered program. Table 3 Benchmark Values for Anal cal Monitorin Re uirements Discharge Characteristics Benchmark Value Chemical O en Demand 120 m I Fecal Coliform 1000 colonies per 100 ml Total Suspended Solids SS 100 m TSS ORW, H W, Trout, and PNA waters 50 m L Each separate parameter benchmark exceedance triggers a separate tiered response for that parameter at that outfall. See the descriptions of Tier One, Tier Two, and Tier Three response actions below. In the event that DWQ releases the permittee from continued monthly monitoring under Tier Three, DWQ's release letter remains in effect through the subsequent reissuance of this permit unless the release letter provides for other conditions or duration. Part II Page 3 of 6 Permit No. NCG120000 Tier One If: The first valid sampling results are above a benchmark value, or outside the benchmark range, for anv narameter at anv outfall: Then: The permittee shall: 1. Conduct a stormwater management inspection of the facility within two weeks of receiving sampling results. 2. Identify and evaluate possible causes of the benchmark value exceedence. 3. Identify the potential, and select the specific: source controls, operational controls, or physical improvements to reduce concentrations of the parameters of concern. 4. Implement the selected actions within two months of the inspection. 5. Maintain an on -site record of each instance of a Tier One response. Include the date and value of the benchmark exceedence, the inspection date, the personnel conducting the inspection, the selected actions, and the date the selected actions were Tier Two _ If: During the term of this permit, the sampling results are above the benchmark values, or outside the benchmark range, for any specific parameter at a specific discharge outfall two times in a row; ; Then: The permittee shall: 1. Repeat all the required actions outlined above in Tier One. 2. Immediately institute monthly monitoring for allarameters. Conduct monthly monitoring at every outfall where a sampling result exceeded the benchmark value for two consecutive samples. Monthly (analytical and qualitative) monitoring shall continue until three consecutive sample results are below the benchmark values, or within the benchmark range. 3. Submit a monthly monitoring report indicating "No Plow" if no discharge occurs during the sampling period. 4. Maintain a record of the Tier Two response and monitoring results on site. Tier Three During the term of this permit, if the valid sampling results required for the permit monitoring periods exceed the benchmark value for any specific parameter at any specific outfall on four occasions, the permittee shall notify the DWQ Regional Office Surface Water Supervisor in writing within 30 days of receipt of the fourth analytical results. DWQ may, but is riot limited to: • require that the permittee revise, increase, or decrease the monitoring frequency for some or all parameters; • rescind coverage under the General Permit, and require that the permittee apply for an individual stormwater discharge permit; • require the permittee to install structural stormwater controls; • require the permittee to implement other stormwater control measures; • require the permittee to perform upstream and downstream monitoring to characterize impacts on receiving waters. Part 11 Page 4 of 6 Permit No. NCG120000 SECTION C. ON -SITE VEHICLE AND EQUIPMENT MAINTENANCE MONITORING REQUIREMENTS Facilities which have any vehicle or equipment maintenance activity occurring on -site which in aggregate uses more than 55 gallons of new motor oil and hydraulic oil per month when averaged over the calendar year shall perform analytical monitoring as specified below in Table 4. All analytical monitoring shall be performed during a measureable storm event at all SDOs which discharge stormwater runoff from the vehicle maintenance areas, in accordance with the schedule presented in Table 2 (Section B.) Table 4 Analytical Monitoring Requirements for On -Site Vehicle Maintenance pischarge Characteristics - _"_ Units . ,Measu_ reme_nt Fr`e uen' 1 Sample e2 Sample . Location3 H standard semi-annual Grab SDO Non -Polar Oil & Grease/TPH EPA Method 1664(SGT-HEMIJ mg/l semi-annual Grab SDO Total Suspended Solids m semi-annual Grab SDO Total Rainfa114 inches semi-annual Rain gauge New Motor Oil Usage al month semi-annual Estimate - Footnotes-. 1 Measurement Frequency: Twice per year during a measureable storm event 2 Sample collection must begin within the first 30 minutes of discharge and continue to all outfalls until completed. 3 Sample Location: Samples shall be collected at each SDO receiving runoff from vehicle and equipment maintenance areas unless representative outfall status (ROS) has been granted by DWQ. A copy of the DWQ letter granting ROS must be kept on site. DW(ys ROS letter remains in effect through the subsequent reissuance of this permit and as long as the pertinent site conditions and operations remain unchanged, unless the ROS letter provides for other conditions or duration. 4 For each sampled measureable storm event the total precipitation must be recorded from an on -site rain gauge. (Where isolated sites are unmanned for extended periods, a local min gauge reading may be substituted for an on -site gauge, upon prior DWQ written approval.) Monitoring results shall be compared to the benchmark values in Table 5. Exceedences of benchmark values require the permittee to increase monitoring, increase management actions, increase record keeping, and/or install stormwater Best Management Practices [BMPs), in accordance with the tiered response provisions of Part 11, Section B. Table 5 Benchmark Values for On -Site Vehicle and Equipment Maintenance Activities Discha _, a Characteristics . Benchmark Value ,- H Within the ran a 6.0 - 9.01 Nan -Polar Oil & Grease/TPH EPA Method 1664 SGT-HEM 15 mg/l Total Suspended Solids S 100 m TS5 CORW, H W, Trout, and PNA waters 50 mg1L Footnote 1: If pH values outside this range are recorded in sampled stormwater discharges, but ambient precipitation pH levels are lower, then the lower threshold of this benchmark range is the pH of the precipitation (within instrument accuracy) instead of 6 S.U. Readings from an on -site rain gauge must be documented to demonstrate that background concentrations were below the benchmark pH range of 6-9. Part II Page 5 of 6 Permit No. NCG120000 Failure to monitor semi-annually per permit terms may result in the Division requiring monthly monitoring for a specified time period. "No discharge" from an outfall or inability to collect a sample because of adverse weather conditions during a monitoring period, for example, does not constitute failure to monitor, as long as it is properly reported. SECTION D: QUALITATIVE MONITORING AND VISUAL INSPECTION REQUIREMENTS ,Qualitative monitoring shall be performed twice per year and concurrent with the analytical monitoring requirements in Part If Sections B and C for the characteristics listed in Table 6. Qualitative monitoring is for the purpose of quickly evaluating the effectiveness of the stormwater controls. No analytical tests are required. The permittee shall maintain a written record of the qualitative monitoring events on site. Table 6 Oualitative Monitorins Requirements Discharge Characteristics Monitoring Locationl Color SDO Odor SDO Clarity SDO Floating Solids SDO Suspended Solids SDO Foam SDO Oil Sheen SDO Erosion or deposition at the outfall SDO Other obvious indicators of stormwater pollution SDO Fgotngte 1: Qualitative monitoring shall be performed at each stormwater discharge outfall (00) regardless of representative outfall status (ROS) unless ROS has been granted specifically for qualitative monitoring. A copy of DWQ's letter granting ROS must be kept on site. DWQ's ROS letter remains in effect through the subsequent reissuance of this permit and as long as the pertinent site conditions and operations remain unchanged, unless the ROS letter provides for other conditions or duration. Visual inspections shall be conducted to ensure that all stormwater controls, including all sedimentation and erosion controls, are intact, in good repair, fully functional, and are otherwise being properly implemented. Inspections shall be conducted at least once every seven calendar days, and within 24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. The permittee shall maintain a written record of each visual inspection on site. In the event an atypical condition is noted at a stormwater discharge outfall, the permittee shall maintain on - site records of both the suspected cause of the condition and the corrective actions taken. If the permittee's qualitative monitoring or visual inspections indicate that existing stormwater controls are ineffective, or that significant stormwater contamination is a recurring condition, the permittee shall investigate potential causes, evaluate the feasibility of corrective actions, and implement feasible corrective actions within 60 days. A written record of the permittee's investigation, evaluation, and response actions shall be kept on site. Records related to qualitative monitoring and visual inspections need only be submitted to DWQ upon the Division's specific request for those records. Part 11 Page 6 of 6 Permit No. NCG120000 PART III STANDARD CONDITIONS FOR NPDES STORMWATER GENERAL PERMITS SECTION A: COMPLIANCE AND LIABILITY The permittee shall comply with Limitations and Controls specified for stormwater discharges in accordance with the following schedule: Existing facilities already operating, but applying for coverage under this general permit for the first time: Secondary containment, as specified in Part 11, Section A, Paragraph 4 of this permit, shall be accomplished within 12 months of the effective date of the initial Certificate of Coverage. All other requirements, conditions, limitations, and controls contained in this permit become effective immediately upon issuance of the Certificate of Coverage. New facilities applying for permit coverage for the first time and existing facilities previously permitted and applying for renewal under this general permit: All requirements, conditions, limitations, and controls contained in this permit become effective immediately upon issuance of the Certificate of Coverage. 2. Ri1ty to Comely The permittee must comply with all conditions of this general permit Any permit noncompliance constitutes a violation of the Clean Water Act (CWA) and is grounds for enforcement action; for permit termination, revocation and reissuance, or modification, or denial of a permit upon renewal application [40 CFR 122.411. a. The permittee shall comply with standards or prohibitions established under section 307(a) of the CWA for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if the general permit has not yet been modified to incorporate the requirement b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any such sections in a permit issued under section 402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR 122.41(a)(2)] The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by imprisonment of not more than 2 years, or both. [33 USC 1319(c) (1) and 40 CFR 122.41(a)(2)] d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. in the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both. [33 USC 1319[c)(2) and 40 CFR 122.41(a)(2)] Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and who knows at that time that he thereby places another person in imminent danger of death or serious bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than 15 years, or both. In the case of a second or subsequent conviction for a Part III Page 1 of 9 Permit No. NCG120000 knowing endangerment violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41(a) (2)] f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person who violates or fails to act in accordance with the terms, conditions, or requirements of a permit [North Carolina General Statutes § 143-21S.6A] g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302, 306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections in a permit issued under section 402 of this Act Administrative penalties for Class I violations are not to exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed $37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the violation continues, with the maximum amount of any Class 11 penalty not to exceed $177,500. [33 USC 1319(g)(2) and 40 CFR 122.41(a)(3)] 3. Duty to Mitigate The permittee shall take all reasonable steps to minimize or prevent any discharge in violation of this general permit which has a reasonable likelihood of adversely affecting human health or the environment [40 CFR 122.41(d)]. 4. Civil and Criminal Liability Except as provided in Part III, Section C of this general permit regarding bypassing ofstormwater control facilities, nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6, or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the responsibility for effective compliance may be temporarily suspended. S. Oil and Hazardous Substance Liability Nothing in this general permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act', 33 USC 1321. 6. Property Webre The issuance of this general permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any infringement of Federal, State or local laws or regulations [40 CFR 122.41(g]]. 7. Severabilily The provisions of this general permit are severable, and if any provision of this general permit, or the application of any provision of this general permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the remainder of this general permit, shall not be affected thereby [NCGS 15OB-23]. 8. Duty to EEWdde Information The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or terminating the general permit issued pursuant to this general permit or to determine compliance with this general permit The permittee shall also furnish to the Permit Issuing Authority upon request, copies of records required to be kept by this general permit [40 CFR 122.41(h)]. Part III Page 2 of 9 Permit No. NCG120000 9. Penalties for Tampering The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring device or method required to be maintained under this general permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both If a conviction of a person is for a violation committed after a first conviction of such person under this paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or both [40 CFR 12 2.41]. 10. Penalties for Falsification of RepolU The Clean Water Act provides that any person who knowingly makes any false statement, representation, or certification in any record or other document submitted or required to be maintained under this general permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41]. 11. Onshore or Offshore Con=cdon This general permit does not authorize or approve the construction of any onshore or offshore physical structures or facilities or the undertaking of any work in any navigable waters. 12. Duty to Reapply Dischargers covered by this general permit need not submit a new Notice of Intent (N01) or renewal request unless so directed by the Division. If the Division chooses not to renew this general permit, the permittee will be notified to submit an application for an individual permit [15A NCAC 02H .0127(e)]. SECTION R: GENERAL CONDITIONS (ipngra] Permit EUiration General permits will be effective for a term not to exceed five years, at the end of which the Division may renew them after all public notice requirements have been satisfied. If a general permit is renewed, existing permittees do not need to submit a renewal request or pay a renewal fee unless directed by the Division. New applicants seeking coverage under a renewed general permit must submit a Notice of Intent to be covered and obtain a Certificate of Coverage under the renewed general permit [15A NCAC 02H .0127(e)]. 2. Transfers The certificate of coverage issued pursuant to this general permit is not transferable to any person without prior written notice to and approval from the Director in accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the Certificate of Coverage, or a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary under the CWA [40 CFR 122.410) (3),122.61] or state statute. The Permittee is required to notify the Division in writing in the event the permitted facility is sold or closed. The Director may require any owner/operator authorized to discharge under a certificate of coverage issued pursuant to this general permit to apply for and obtain an individual permit or an alternative general permit Any interested person may petition the Director to take action under this paragraph. Cases where an individual permit may be required include, but are not limited to, the following: a. The discharger is a significant contributor of pollutants; b. Conditions at the permitted site change, altering the constituents and/or characteristics of the discharge such that the discharge no longer qualifies for a general permit; C. The discharge violates the terms or conditions of this general permit; Part III Page 3 of 9 Permit No. NCG120000 d. A change has occurred in the availability of demonstrated technology or practices for the control or abatement of pollutants applicable to the point source; e. Effluent limitations are promulgated for the point sources covered by this general permit; f. A water quality management plan containing requirements applicable to such point sources is approved after the issuance of this general permit; g. The Director determines at his or her own discretion that an individual permit is required. Any permittee operating under this general permit may request to be excluded from the coverage of this general permit by applying for an individual permit When an individual permit is issued to an owner/operator the applicability of this general permit is automatically terminated on the effective date of the individual permit Shmatory ReQuiremenU All applications, reports, or information submitted to the Permitting Issuing Authority shall be signed and certified [40 CFR 122.41(k)]. a. All Notices of Intent to be covered under this general permit shall be signed as follows- (1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible corporate officer means. (a) a president, secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating facilities, provided, the manager is authorized to make management decisions which govern the operation of the regulated facility including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations; the manager can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements; and where authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures (2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or (3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or ranking elected official [40 CFR 122.22]. b. All reports required by the general permit and other information requested by the Permit Issuing Authority shall be signed by a person described in paragraph a. above or by a duly authorized representative of that person. A person is a duly authorized representative only if- (1) The authorization is made in writing by a person described above; (2) The authorization specified either an individual or a position having responsibility for the overall operation of the regulated facility or activity, such as the position of plant manager, operator of a well or well field, superintendent, a position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the company. (A duly authorized representative may thus be either a named individual or any individual occupying a named position.); and (3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.221 c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because a different individual or position has responsibility for the overall operation of the facility, a new authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or together with any reports, information, or applications to be signed by an authorized representative [40 CFR 122.22] Part III Page 4 of 9 Permit No. NCG120000 d. Certification. Any person signing a document under paragraphs a_ or b. of this section shall make the following certification [40 CFR 122.221. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED: "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 forgathering 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." General Permit Modification. Revocation and Reissuance. or Termination The issuance of this general permit does not prohibit the Permit Issuing Authority from reopening and modifying the general permit, revoking and reissuing the general permit, or terminating the general permit as allowed by the laws, Hiles, and regulations contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title i5A of the North Carolina Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et al. After public notice and opportunity for a hearing, the general permit may be terminated for cause. The filing of a request for a general permit modification, revocation and reissuance, or termination does not stay any general permit condition. The Certificate of Coverage shall expire when the general permit is terminated. Certificate oLverage Actions The general permit may be modified, revoked and reissued, or terminated for cause. The notification of planned changes or anticipated noncompliance does not stay any general permit condition [40 CFR 122.41(f)]. Annual Administering and Compliance Mollitoilpg Fee Requirements The permittee must pay the administering and compliance monitoring fee within 30 [thirty) days after being billed by the Division. Failure to pay the fee in timely manner in accordance with 15A NCAC 21-1.0105(b)(2) may cause this Division to initiate action to revoke coverage under the general permit SECTION C: OPERATION AND MAINTENANCE OF POLLUTION CONTROLS 1. Proper Operation and Maintenance The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control (and related appurtenances) which are installed or used by the permittee to achieve compliance with the conditions of this permit Proper operation and maintenance also includes adequate laboratory controls and appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance with the conditions of this permit [40 CFR 122Al(e)]. 2. Need to -Halt aLReduce Nota Defense It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the condition of this general permit [40 CFR 122.41(c)]. $3}Va$sins� of Stormwatez Contrgj Facilities Bypass is prohibited and the Director may take enforcement action against a permittee for bypass unless: a. Bypass was unavoidable to prevent loss of life, personal injury or severe property damage; and b. There were no feasible alternatives to the bypass, such as the use of auxiliary control facilities, retention of stormwater or maintenance during normal periods of equipment downtime or dry weather. This condition is not satisfied if adequate backup controls should have been installed in the exercise of reasonable engineering judgment to prevent a bypass which occurred during normal periods of equipment downtime or preventive maintenance; and Part III Page 5 of 9 Permit No. NCG120000 C. The permittee submitted notices as required under, Part 111, Section E of this general permit If the Director determines that it will meet the three conditions listed above, the Director may approve an anticipated bypass after considering its adverse effects. SECTION D: MONITORING AND RECORDS Representative Sampling Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of the permitted discharge. Analytical sampling shall be performed during a measureable storm event Samples shall be taken on a day and time that is characteristic of the discharge. All samples shall be taken before the discharge joins or is diluted by any other waste stream, body of water, or substance. Monitoring points as specified in this general permit shall not be changed without notification to and approval of the Permit Issuing Authority [40 CFR 122.416)]. 2. Re=ding esults For each measurement or sample taken pursuant to the requirements of this general permit, the permittee shall record the following information [40 CFR 122.411: a. The date, exact place, and time of sampling or measurements; b. The individuals) who performed the sampling or measurements; c. The date(s) analyses were performed; d. The individual(s) who performed the analyses; e. The analytical techniques or methods used; and L The results of such analyses. 3. Flow Measurements Where required, appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. 4. Test Procedures Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to NCGS 143-215.63 et seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR 136. To meet the intent of the monitoring required by this general permit, all test procedures must produce minimum detection and reporting levels and all data generated must be reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are determined capable of achieving minimum detection and reporting levels below general permit discharge requirements, then the most sensitive (method with the lowest possible detection and reporting level) approved method must be used. 5. Representative-Qutfall If a facility has multiple discharge locations with substantially identical stormwater discharges that are required to be sampled, the permittee may petition the Director for representative outfall status. If it is established that the stormwater discharges are substantially identical. and the permittee is granted representative outfall status, then sampling requirements may be performed at a reduced number of outfalls. 6. RecpTds Part III Page 6 of 9 Permit No. NCG120000 Qualitative monitoring shall be documented and records maintained at the facility. Copies of analytical monitoring results shall also be maintained on -site. The permittee shall retain records of all monitoring information, including o all calibration and maintenance records, o all original strip chart recordings for continuous monitoring instrumentation, o copies of all reports required by this general permit, o copies of all data used to complete the Notice of Intent to be covered by this general permit. These records or copies shall be maintained for a period of at least S years from the date of the sample, measurement, report or Notice of Intent application. This period may be extended by request of the Director at any time [40 CFR 122.411. If this volume of records cannot be maintained on -site, the documents must be made available to an inspector upon request as immediately as possible. 7. [nsn_ection and Entry The permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as a representative of the Director), or in the case of a facility which discharges through a municipal separate storm sewer system, an authorized representative of a municipal operator or the separate storm sewer system receiving the discharge, upon the presentation of credentials and other documents as may be required by law, to: a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted, or where records must be kept under the conditions of this general permit; b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this general permit, c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment}, practices, or operations regulated or required under this general permit; and d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise authorized by the Clean Water Act, any substances or parameters at any location [40 CFR 122.41(i)]. SECTION E: REPORTING REQUIREMENTS Discharge Monitoring Renorts Samples analyzed in accordance with the terms of this general permit shall be submitted to the Division on Discharge Monitoring Report (DMR) forms provided by the Director. DMR forms are available on the Division's website (hMD:Ilportal.ncdennorv-lweb/wq/ws/su/nilde5 . Submittals shall be delivered to the Division no later than 30 days from the date the facility receives the sampling results from the laboratory. When no discharge has occurred from the facility during the report period, the permittee is required to submit a discharge monitoring report, within 30 days of the end of the specified sampling period, giving all required information and indicating "NO FLOW" as per NCAC T15A 0213.0506. If the permittee monitors any pollutant more frequently than required by this general permit using test procedures approved under 40 CFR Part 136 and at a sampling location specified in this general permit or other appropriate instrument governing the discharge, the results of such monitoring shall be included in the data submitted on the DMR. The permittee shall record the required qualitative monitoring observations on the SDO Qualitative Monitoring Report form provided by the Division and shall retain the completed forms on site. Qualitative monitoring results should not be submitted to the Division, except upon DWQ's specific requirement to do so. Qualitative Monitoring Report forms are available at the website above. Part III Page 7 of 9 Permit No. NCG120000 Submitting RoQrts Two signed copies of Discharge Monitoring Reports (DMRs) shall be submitted to: Central Files Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 3. Availability of Reports Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices of the Division. As required by the Act, analytical data shall not be considered confidential. Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-215.613 or in Section 309 of the Federal Act 4. Non -Stormwater Discharges If the storm event monitored in accordance with this general permit coincides with a non-stormwater discharge, the permittee shall separately monitor all parameters as required under all other applicable discharge permits and provide this information with the stormwater discharge monitoring report S. Planted Changes The permittee shall give notice to the Director as soon as possible of any planned changes at the permitted facility which could significantly alter the nature or quantity of pollutants discharged [40 CFR 122.410)]. This notification requirement includes pollutants which are not specifically listed in the general permit or subject to notification requirements under 40 CFR Part 122.42 (a). 6. Anticipated Noncompliance The permittee shall give advance notice to the Director of any planned changes at the permitted facility which may result in noncompliance with the general permit [40 CFR 122.410)(2)]. 7. Spins The permittee shall report to the local DWQ Regional Office, within 24 hours, all significant spills as defined in Part IV of this general permit Additionally, the permittee shall report spills including: any oil spill of 25 gallons or more, any spill regardless of amount that causes a sheen on surface waters, any oil spill regardless of amount occurring within 100 feet of surface waters, and any oil spill less than 25 gallons that cannot be cleaned up within 24 hours. 8. Bypass Notice [40 CFR 122.41(m)(3)1: a. Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit prior notice, if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality and affect of the bypass. b. Unanticipated bypass. The permittee shall submit notice within 24 hours of becoming aware of an unanticipated bypass. Twe3Ly--four Hulir RMorting a. The permittee shall report to the central office or the appropriate regional office any noncompliance which may endanger health or the environment Any information shall be provided orally within 24 hours from the time the permittee became aware of the circumstances. A written submission shall also be provided within 5 days of the time the permittee becomes aware of the circumstances. Part III Page 8 of 9 Permit No. NCG120000 The written submission shall contain a description of the noncompliance, and its causes; the period of noncompliance, including exact dates and times, and if the noncompliance has not been corrected, the anticipated time compliance is expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40 CFR 122.410](6)]. b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral report has been received within 24 hours. Occurrences outside normal business hours may also be reported to the Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. 10. other Noncomp iance The permittee shall report all instances of noncompliance not reported under 24 hour reporting at the time monitoring reports are submitted [40 CFR 122.410)(7)]. 11. Other Ij3fonnjtLU Where the Permittee becomes aware that it failed to submit any relevant facts in a Notice of Intent to be covered under this general permit, or submitted incorrect information in that Notice of Intent application or in any report to the Director, it shall promptly submit such facts or information [40 CFR 122.41(1)(8)]. Part III Page 9 of 9 Permit No. NCG120000 PART IV DEFINITIONS 1. Act See Clean Water Act 2. Adverse Weather Adverse conditions are those that are dangerous or create inaccessibility for personnel, such as local flooding, high winds, or electrical storms, or situations that otherwise make sampling impractical. When adverse weather conditions prevent the collection of samples during the sample period, the permittee must take a substitute sample or perform a visual assessment during the next qualifying storm event Documentation of an adverse event (with date, time and written narrative) and the rationale must be included with your records. Adverse weather does not exempt the permittee from having to file a monitoring report in accordance with the sampling schedule. Adverse events and failures to monitor must also be explained and reported on the relevant DMR. Allowable Non-Stormwater Discharges This general permit regulates stormwater discharges. Non-stormwater discharges which shall be allowed in the stormwater conveyance system are: a. All other discharges that are authorized by a non-stormwater NPDES permit b. Uncontaminated groundwater, foundation drains, air -conditioner condensate without added chemicals, springs, discharges of uncontaminated potable water, waterline and fire hydrant flushings, water from footing drains, irrigation waters, flows from riparian habitats and wetlands. c. Discharges resulting from fire -fighting or fire -fighting training, or emergency shower or eye wash as a result of use in the event of an emergency. 4. Beat Manjeement Practices Ps) Measures or practices used to reduce the amount of pollution entering surface waters. BMPs may take the form of a process, activity, or physical structure. More information on BMPs can be found at: hitpub.ypa.gov/nodes/stormwater enuofmpslinde%rfm. 5. Bypass A bypass is the known diversion of stormwater from any portion of a stormwater control facility including the collection system, which is not a designed or established operating mode for the facility. 6. Bulk Storage of [quid Products Liquid raw materials, manufactured products, waste materials or by-products with a single above ground storage container having a rapacity of greater than 660 gallons or with multiple above ground storage containers located in close proximity to each other having a total combined storage capacity of greater than 1,320 gallons. 7_ Certificate of Coverage The Certificate of Coverage (COL) is the cover sheet which accompanies a general permit upon issuance and lists the facility name, location, receiving stream, river basin, effective date of coverage under the general permit and is signed by the Director. B. Clean Water Act The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et seq. 9. Division or D O The Division of Water Quality, Department of Environment and Natural Resources. 10. Director The Director of the Division of Water Quality, the permit issuing authority. 11. ET The North Carolina Environmental Management Commission. Part IV Page 1 of 4 Permit No. NCG120000 12. Grab &Uft* An individual sample collected instantaneously. Grab samples that will be analyzed (quantitatively or qualitatively) must be taken within the first 30 minutes of discharge. 13. Hardous Substance Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act 14. Landfill A disposal facility or part of a disposal facility where waste is placed in or on land and which is not a land treatment facility, a surface impoundment, an injection well, a hazardous waste long-term storage facility or a surface storage facility. 15. Measureable A storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval may not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and obtains approval from the local DWQ Regional Office. Two copies of this information and a written request letter shall be sent to the local DWQ Regional Office. After authorization by the DWQ Regional Office, a written approval letter must be kept on site. 16. Municil1W Separge Stgrm Sewpr A stormwater collection system within an incorporated area of local self-government such as a city or town. 17. No Exposure A condition of no exposure means that all industrial materials and activities are protected by a storm resistant shelter or acceptable storage containers to prevent exposure to rain, snow, snowmelt, or runoff. Industrial materials or activities include, but are not limited to, material handling equipment or activities, industrial machinery, raw materials, intermediate products, by-products, final products, or waste products. DWQ may grant a No Exposure Exclusion from NPDES stormwater permitting requirements only if a facility complies with the terms and conditions described in 40 CFR §122.26(g). 18. Notice of Intent The state application form which, when submitted to the Division, officially indicates the facility's notice of intent to seek coverage under a general permit 19. P rmiwsuing Authad The Director of the Division of Water Quality (see "Director" above). 20. Egrmittee The owner or operator issued a Certificate of Coverage pursuant to this general permit 21. Any discernible, confined and discrete conveyance including, but not specifically limited to, any pipe, ditch, channel, tunnel, conduit, well, or discrete fissure from which stormwater is or may be discharged to waters of the state. 22. Representative Qutfall Status When it is established that the discharge of stormwater runoff from a single outfall is representative of the discharges at multiple outfalls, the DWQ may grant representative outfall status. Representative outfall status allows the permittee to perform analytical monitoring at a reduced number of outfalls. 23. Secondary Containment Spill containment for the contents of the single largest tank within the containment structure plus sufficient freeboard to allow for the 25-year, 24-hour storm event. Part IV Page 2 of 4 Permit No. NCG120000 24. Section 313 Water Priority Chemical A chemical or chemical category which: b. Is listed in 40 CFR 372-65 pursuant to Section 313 of Title III of the Superfund Amendments and Reauthorization Act (SARA) of 1986, also titled the Emergency Planning and Community Right -to -Know Act of 1986; c. Is present at or above threshold levels at a facility subject to SARA title III, Section 313 reporting requirements; and Meets at least one of the following criteria: i. Is listed in appendix D of 40 CFR part 122 on Table II (organic priority pollutants), Table III (certain metals, cyanides, and phenols) or Table IV (certain toxic pollutants and hazardous substances); ii. Is listed as a hazardous substance pursuant to section 311(b)(2)(A) of the CWA at 40 CFR 116.4; or iii. Is a pollutant for which EPA has published acute or chronic water quality criteria. 25. Severe Eropelly Damage Substantial physical damage to property, damage to the control facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production. 26. Significant Materials Includes, but is not limited to: raw materials; fuels; materials such as solvents, detergents, and plastic pellets; finished materials such as metallic products; raw materials used in food processing or production; hazardous substances designated under section 101(14) of CERCLA; any chemical the facility is required to report pursuant to section 313 of Tide 111 of SARA; fertilizers; pesticides; and waste products such as ashes, slag and sludge that have the potential to be released with stormwater discharges. 27. Signifirant Spills Includes, but is not limited to: releases of oil or hazardous substances in excess of reportable quantities under section 311 of the Clean Water Act (Ref: 40 CFR 110.3and 40 CFR 117.3) or section 102 of CERCLA (Ref: 40 CFR 302.4). 28. Stormwater Discharge pu 11t�f5D0) The point of departure of stormwater from a discernible, confined, or discrete conveyance, including but not limited to, storm sewer pipes, drainage ditches, channels, spillways, or channelized collection areas, from which stormwater flows directly or indirectly into waters of the State of North Carolina. 29. Stormwater Runoff The flow of water which results from precipitation and which occurs immediately following rainfall or as a result of snowmelt 30. Stormwater Associated with Indugdal_ActiSt& The discharge from any point source which is used for collecting and conveying stormwater and which is directly related to manufacturing, processing or raw material storage areas at an industrial site. Facilities considered to be engaged in "industrial activities" include those activities defined in 40 CFR 122.26(b)(14). The term does not include discharges from facilities or activities excluded from the NPDES program. 31. Stormwater Pollution Preygntion Phan (SPM A comprehensive site -specific plan which details measures and practices to reduce stormwater pollution and is based on an evaluation of the pollution potential of the site. 32. Total Majimurn DaJIY TMDLs are written plans for attaining and maintaining water quality standards, in all seasons, for a specific water body and pollutant A list of approved TMDLs for the state of North Carolina can be found at I r. r w Part IV Page 3 of 4 Permit No. NCG120000 33. Toxic Pollutant Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act 34. VehicleNaintmnce Activity Vehicle rehabilitation, mechanical repairs, painting, fueling, lubrication, vehicle cleaning operations, or airport deicing operations. 35. Visible Sedimentation Solid particulate matter, both mineral and organic, that has been or is being transported by water, air, gravity, or ice from its site of origin which can be seen with the unaided eye. 36. 25-year, 24 hour Storm Event The maximum 24-hour precipitation event expected to be equaled or exceeded, on the average, once in 25 years. Part N Page 4 of 4 North Carolina Department of Environment and Natural Resources war' .0 R° Technical Bulletin for N.C. General Stormwater Permit NCG120000 i Technical Bulletin for NC6120000, Landfills Last revised 10/25/2012 What is regulated by this General Permit? This General Permit regulates stormwater discharaes from landfills (including construction and demolition landfills) and associated on -site activities. What does my DWQ stormwater permit require me to do? ✓ Implement your approved Sedimentation and Erosion Control Plan (Part 11, Section A). ✓ implement your solid waste permit from the Division of Waste Management (Part 11, Section A). ✓Install secondary containment for bulk storage of liquids, including petroleum products (Partll, Section A). ✓Conduct semi-annual testing of the stormwater discharges, and report results to DWQ (Part l! Sections B and C). ✓Conduct semi-annual visual monitoring of stormwater discharge flows for the characteristics listed in the permit, and keep the records of the visual monitoring on your site (Part 11, Section D). ✓Inspect your sediment and erosion control measures and your stormwater control measures weekly, and after every 1/2" rain. Keep the records of the inspections on your site (Port 11, Section D). -'Respond to monitoring results that exceed the numerical benchmarks with management actions to reduce the level of pollutants in the stormwater discharges. Note that the numerical benchmarks should be considered as 'action levels', rather than permit limits, and so would not alone generate permit violations. (Part 1l, Sections B, C, and D). Why? -'The General Permit seeks to reduce pollution in rainfall runoff from landfills by requiring site managers to be aware of, and to reduce, contamination in stormwater runoff. ✓ Federal and state laws and water regulations require the reduction of pollution in stormwater from landfills. ✓Those laws and regulations reflect the public's support for clean natural waters in our state and nation. What has changed since the last renewal in 2007? • Although they were previously subject to water quality regulation according to federal rule, the General Permit now specifically clarifies that construction and demolition landfills may be regulated by this permit. • The permittee may now sample discharges from any measureable storm event, rather than from a representative event. This change should make it easier to obtain a sample from a qualifying rain event. • The permit text now clarifies that failure to sample due to adverse weather, or due to no discharge during the nor- mal monitoring period, may be excused. However, the permit now provides that additional monthly monitoring for unexcused failures to monitor may be required by DWQ. • The permit now provides that sampling is not required outside of the facility s normal operating hours. • Visual monitoring of the discharge flows for the characteristics listed in the permit has been reduced in frequency from weekly to semi-annual. However, inspections of the sedimentation and erosion control measures have been retained as a weekly obligation. • The permit text now clarifies that if DWQ relieves the permittee from monthly monitoring under Tier 2, that relief would continue into subsequent permit renewals, unless DWQ's relief letter provides otherwise. • Vehicle Maintenance Areas (VMA) will be monitored for Total Petroleum Hydrocarbons (TPH) rather than Oil & Grease (O&G). • VMA monitoring is now triggered by the total oil usage for motor oil plus hydraulic oil. The trigger remains at a total of 55 gallons per month, average_ • A lower TSS benchmark of 50 mg/L applies for discharges to especially protected water classifications_ PAGE TECHNICAL BULLETIN FOR N.C. GENERAL STORMWATER PERMIT NCG120000 LAST REV. IDR5l2o12 I Frequently Asked Questions Do I have to monitor all outfalls? Yes. However, you may request ROS (Representative Outfall Status). If ROS is approved, this status allows analytical monitoring at fewer outfalls. To request ROS, submit a ROS Request Form SWU- ROS (from our website) to the DWQ Regional Office. What if I can't collect a storm - water discharge in 30 minutes? When distances separate multiple out - falls and preclude collection within 30 minutes of each discharge event, begin collection within 30 minutes and then continue until all outfalls are sampled. Documentation of the site circum- stances must be kept with the sampling records on site. Can 1 take more samples than is required by my permit? Yes. The permittee may take multiple samples at any time while under per- mit coverage. The permittee may find the extra sampling useful to quickly identify causes of benchmark ex- ceedances. All sampling for the permit parameters must be reported to DWQ on the DMR forms. What if I can't sample because of bad weather? Adverse weather is dangerous or it may limit access for sampling person- nel. Your documentation of adverse weather and the reasons for not sam- pling must be included in your on -site records. A substitute sample may be taken during the next qualifying storm event. What if 1 don't address visual monitoring problems? If you do not respond to problems seen in visual monitoring, DWQ may require that you increase the visual monitoring frequency, apply for an individual per- mit, implement in -stream monitoring, install or modify structural stormwater controls, or implement other controls. What if I forget to monitor? DWQ may require monthly monitoring for a specified time period. Why did you replace Oil & Grease with TPH in VM areas? The TPH test only targets chemicals de- rived from crude oil. The Oil & Grease (O&G) test recovers fats from animal & vegetable sources and chemicals from crude oil. Because TPH is more specific, it is a better parameter for vehicle main- tenance areas. The TPH method we are specifying is EPA 1664A (SGT-HEM). It is important to note that DWQ is not speci- fying the more expensive Gas Chromato- graph (GC) TPH method. DWQ found lab costs for EPA 1664A (SGT-HEM) to be comparable to O&G test costs. To test these parameters in stormwater labs must perform this test in accordance with EPA procedures, but do not need to be certified. Note: A lower benchmark applies for TPH: 15 mg/I (not 30 mg/1). Why are there two benchmark values for TSS? The 100 mg/L benchmark applies to most rivers, lakes, and creeks in North Carolina. However, some other waters must receive special protection under North Carolina water quality rules, and in this permit discharges to them are Subject to the more protective bench- mark of 50 mg/L. Those waters classified as Trout Waters, High Quality Waters, Outstanding Resource Waters, and Pri- mary Nursery Areas receive this extra protection. Where and when do I send the monitoring reports? See your permit text, Part lil, Section E. Who can help me? Division of Water Quality (DWQ) Offices: Must I use a North Carolina certified laboratory? No. North Carolina water quality rules do not require that analyses of storm - water be accomplished by a certified facility. Please note however, federal rules at 40CFR136 do require that test- ing for this permit be by EPA -approved lab methods. Analysis by a North Caro- lina certified lab is often the easiest way to insure compliance with federal rules. Note that pH is a special case, and must be measured within 15 minutes of the sample recovery. You must ei- ther train on -site staff to conduct pH testing, or contract with commercial services to test pH in accordance with EPA field testing methods. Who inspects me, and for what? Staff from the DWQ Regional Offices shown below will inspect your facility. They will typically ask to see your Sedi- mentation and Erosion Control Plan to see that it is being fully impie mented. They will typically ask to see your re- cent monitoring results. They will typi- cally tour the facility with a focus on the stormwater discharge outfalls and on your general housekeeping as a way to assess the potential for polluted stormwater discharges. Our staff will always follow up their Compliance Evaluation inspection with a summary letter to you, restating their findings and, if necessary indicating whether enforcement action will be considered in response to those findings. Asheville Office ............. (828) 296-4500 Washington Office.......... (252) 946-6481 Fayetteville Office.......... (910) 433-3300 Wilmington Office.......... (910) 796-7215 Mooresville Office ......... (704) 663-1699 Winston-Salem Office...... (336) 771-5000 M (919) 79 Central DWQ StormwaterPermittingUnitTi 11par 1ncdenrorg1web/,V1ws/su Semi-annual Stormwater Discharge Monitoring Re ort for North Carolina Division of Water Quality General Permit No. NCG120000 Date submitted CERTIFICATE OF COVERAGE NO. NCG12_ FACILITY NAME COUNTY PERSON COLLECTING SAMPLES LABORATORY Lab Cert. # Comments on sample collection or analysis: Part A: Stormwater Benchmarks and Monitoring Results SAMPLE COLLECTION YEAR SAMPLE PERIOD ❑ Jan -June ❑ July -Dec or ❑ Monthly' (Month) DISCHARGING TO CLASS ❑ORW ❑HQW ❑Trout ❑PNA []Zero -flow ❑Water Supply [_]SA []Other PLEASE REMEMBER TO SIGN ON THE REVERSE 4 ❑ No discharge this period?2 Outfall Na. Date Sample Collected' (mo/dd/ r) 24-hour rainfall moun3 amaunt, Chemical Oxygen Demand Fecal Coliform Total Suspended Solids Benchmarks ===a _ - 220 mg/L 1000 count per 100 mL 100 mg/L or So mg/L 1 Monthly sampling (instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall. 'For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here. 3The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites may be eligible for a waiver of the rain gauge requirement. 4 See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies. Note: Results must be reported In numerical format. For example. doter of report Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non - numerical format. When results are below the applicable limits, they must be reported in the format. "<XX ma/L". where XX is the numerical value of the detection limit, reporting limit, etc. in mg/L. Conversely, where fecal collform results exceed the dilution upper limit, report the result as ">XX". Note: If you report a sample value In excess of the benchmark, you must Implement Tier 1, Tier Z or Tier 3 responses. See General Permit text Permit Date:11/1/2012-30/31/2017 SWU-248, last revised 10/25/2012 Page 1 of 2 Part $: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month. ❑ No discharge this period?' Outfall No. Date Sample Collected (mo/dd/yr) 24-hour rainfall amount, Inches Non -polar O&G/TPH b11 EPA 1664 SGT-HEMj Total Suspended Solids pH Benchmarks=tea _ - 15 mg/L 100 mg/L or 50 mg/L 6.0 — 9.0 SU Footnotes from Part A also apply to this Part B Note: if you report a sample value In excess of the benchmark, you must implement Tier 1, Tier 2, or Tier 3 responses. See General Permit text. FOR PART A AND PART B MONITORING RESULTS: • A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS, SEE PERMIT PART Ii SECTION B. • 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS. SEE PERMIT PART II SECTION B. + TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES FOR THE SAME PARAMETER AT ANY ONE OUTFALL? YES ❑ NO IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES ❑ NO REGIONAL OFFICE CONTACT NAME: Mail an orfainal and one cop of this DMR. includinzalll "No Discharge" reports. within 30 days of receipt of the lab results for at end of monitorina veriod In ca "N h " r s Division of Water Quality Attn: DWQ Central Files 1617 Mall Service Center Raleigh, North Carolina 27699-1617 YOL MUST-516V Jilts CERTIFICATION FOR ANY 1NFORMATIQN REQ81ED. "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." (Signature of Permittee) Permit Date: 11/1/2012-10/31/2017 (Date) SWU-248, last revised 10/25/2012 Page 2 of 2 ,Affl- -K�WA iNCDENR Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report For guidance on filling out this for►n, please visit. ht#p;/1portal,n enr.org/wpb/wgfws/ndessw#tab-4 Permit No.: ��/_/�/_/_/_/_/_/ or Certificate of Coverage No.: Facility Name: County: Inspector: Date of Inspection: Time of Inspection: Total Event Precipitation (inches): Phone No. Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit? (See information below.) ❑ Yes ❑ No Please verify whether Qualitative Monitoring must be performed during a "representative storm event" or "measureablestorm event" (requirements vary, depending on the permit). Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be performed during a "representative storm event" or during a "measureable storm event." However, some permits do not have this requirement. Please refer to these definitions, if applicable. A "representative storm event" is a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no precipitation. A "measurable storm event" is a storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and the permittee obtains annroval from the local DWO Regional Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge: (Signature of Permittee or Designee) Page 1 of 2 SWU-242, Last modified 10/25/2012 1. Outfall Description: Outfall No. Structure (pipe, ditch, etc.) Receiving Stream: Describe the industrial activities that occur within the outfall drainage area: 2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light, medium, dark) as descriptors: 3. Odor. Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc.): 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: 1 2 3 4 5 S. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: 1 2 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy- 1 2 3 4 5 7. Is there any foam in the stormwater discharge? Yes No 8. Is there an oil sheen in the stormwater discharge? Yes No 9. Is there evidence of erosion or deposition at the outfall? Yes No 10. Other Obvious Indicators of Stormwater Pollution: List and describe Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 sWU-242, Last modified 10/25/2012 Semi-annual Stormwater Discharne Monitoring Report for North Carolina Division of Water Quality General Permit No. NCG120000 Date submitted CERTIFICATE OF COVERAGE NO. NCG12o O I Z FACILITY NAME 0 A 6-rO,rJ Ca . LA - H.4-,;o7-,, Sz T� COUNTY PERSON COLLECTING SAMPLES 1 .SS K Lr-,16^-,AJ LABORATORY'�rr.,s., LA:j.­m-+z?£s Lab Cert. # 14o� Comments on sample collection or analysis: Part A: Stormwater Benchmarks and Monitoring Results SAMPLE COLLECTION YU SAMPLE PERIOD 21'an- or EN01 DISCHARGING TO CLASS 16l(.4 ne ❑ July -Dec )lyl - •7L.-.t- _(month) ]ORW ❑HQW _ Trout ❑PNA ]Zero -flow ater upply []SA ]Other 5 PLEASE REMEMBER TO SIGN ON THE REVERSE 4 No schar a this perlod?2 Outfail No. pate Sample Collected Iamount, (mo/dd/yr) 24-hour rainfall inches' Chemical Oxygen Demand Fecaf Coliform Total Suspended Solids Benchmarks ===> _ - 120 mg/L 1000 count per 100 mL 100 mg/L or 50 mg/L LA Lr->-- ( - - I (�. �S G.QO E�-f- � LO L I p !l-r Z-4 13 oao µT Z - lv - r 1- I 59 l 0 0 i -r (,3 'O - Z -i4e -0 O o D If7 MV 16 = F cFE, s � rtw�n•tr� U1Lui. —P,14 1 Monthly sampling (Instead of semi-annual) must begin with the second consecutive benchmark exceedance for the same parameter at the same outfall. For sampling periods with no discharge at any single outfall, you must still submit this discharge monitoring report with a checkmark here. The total precipitation must be recorded using data from an on -site rain gauge. Unattended sites maybe eligible for a waiver of the rain gauge requirement. A See General Permit text, Table 3, identifying the especially sensitive receiving water classifications where the more protective benchmark applies. Note: Results must be reported in numerical format. E2r examgl2, do not renort Below Detection Limit, BDL, <PQL, Non -detect, ND, or other similar non - numerical format. When results are below the applicable limits, fty Must he MgqLtjd In the f9rmat, "<XX mglV, where XX is the numerical value of the detection limit, reporting limit, etc. in mg/L, Conversely, where fecal coliform results exceed the dilution upper limit, report the result as ">XX". Note: If you report a sample value In excess of the benchmark, you must Implement Tier 1, Tier Z, or Tier 3 responses. See General Permit text. Permit Date: 11/1/2012-10/31/2017 SWU-248, last revised 10/25/2012 Page 1 of 2 Part B: Vehicle Maintenance Area Monitoring Results: only for facilities averaging > 55 gal of new oil per month. No discharge this period Outfall No. Date Sample Collected, mo/dd/ r 24-Dour rainfall amount, Inches$ Non -polar O&G/TPH by EPA 1664 SGT-HEM) Total Suspended Solids pH Benchmarks 15 mg/L 100 mg/L or 50 mg/L 6.0 — 9.0 SU W1 C3 -1 (.. -Z -1(,, z�� �,' ITS ­+.33 1.6_1404 Footnotes from Part A also apply to this Part B Note: If you report a sample value in excess of the benchmark you must Implement Tier 1, Tier Z, or Tier 3 responses. See General Permit text. FOR PART ANQ PART B MONITQRING RESULTS: • A BENCHMARK EXCEEDANCE TRIGGERS TIER 1 REQUIREMENTS. SEE PERMIT PART II SECTION B. • 2 EXCEEDANCES IN A ROW FOR THE SAME PARAMETER AT THE SAME OUTFALL TRIGGER TIER 2 REQUIREMENTS, SEE PERMIT PART 11 SE ION B. • TIER 3: HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDS S FOR E SAME PARAMETER AT ANY ONE OUTFALL? YES [vrNNO ❑ IF YES, HAVE YOU CONTACTED THE DWQ REGIONAL OFFICE? YES NO REGIONAL OFFICE CONTACT NAME; I o�-T+>� l(. eSA-) Mail an arfainal and one copy of I A cI d1 all "i har e" reports, within 30 days of receliat of theb resula for 9t p_ndof mon(todauMod In the SgI gf Ma Qischame"__reports) to: Division of Water Quality Attn: DWQ Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 YOU IVILISTSIGNT111S CER11FICATION (-CAR ANY INFOftIVIATION REP RT "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." F_T_ Permitteel Permit Date: 11/1/2012-10/31/2017 �_ 7 I Ut (Date) SWU-248, last revised 10/25/2012 Page 2 of 2 APPENDIX B STORMWATER DISCHARGE (SDO) QUALITATIVE MONITORING REPORT (,-3-4-1e 14CDENFZ Stormwater Discharge Outfall (SDO) Qualitative Monitoring Report Forguidanceonfilling out thisform,please visit hr //Wnal.ncdenr.ora/web/w,-Ays!su Permit No.: NJ�/�/�/�/_/_J_/_/ or Certificate of Coverage No.: L/ Facility Name: �' as TO J - i_ ,r tip. ! a - H S County: 0 k S+ 3 _ Phone No. Inspector IZas s Date of Inspection: - Z -I Time of Inspection: a d 1 O — ► S i at�� � I�i'.vc7 Total Event Precipitation (inches): Was this a "Representative Storm Event" or "Measureable Storm Event" as defined by the permit? (See information below.) Yes ❑ No Please verify whether Qualitative Monitoring must be performed during a "representative storm event" or "measureable storm event' (requirements vary, depending on the permit). Qualitative monitoring requirements vary. Most permits require qualitative monitoring to be performed during a "representative storm event' or during a "measureable storm event" However, some permits do not have this requirement Please refer to these definitions, if applicable. A "representative storm event' is a storm event that measures greater than 0.1 inches of rainfall and that is preceded by at least 72 hours (3 days) in which no storm event measuring greater than 0.1 inches has occurred. A single storm event may contain up to 10 consecutive hours of no precipitation. A "measurable storm event' is a storm event that results in an actual discharge from the permitted site outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm interval does not apply if the permittee is able to document that a shorter interval is representative for local storm events during the sampling period, and the permittee obtains approval from the local DWQ Regional Office. By this signature, I certify that this report is accurate and complete to the best of my knowledge: of Permittee or Designee) Pagel of 2 5WU-242, Last modified 10/25/2012 ( -z --4-1�- 2I,,S 1. Outfall Description: ��. Outfall No. U La `I Structure (&1 , ditch, etc.) Receiving Stream: 5n47A Iry iz (24T-m•$A Describe the industrial activities that occur within the outfall drainage area: C47P Qvr rC CIO Sv_: cJ �r..e� •w�Fx,t .j 2. Color. Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light, medium, dark) as descriptors: Wxc d Tu-22 y� 3. Odor: Describe any distinct odors that the discharge may have (Le., smells strongly of oil, weak chlorine odor, etc.): N a b—i a—L 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy- 1 6 3 4 5 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: CTJ 2 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy- 1 & 3 4 5 7. is there any foam in the stormwater discharge? Yes oNo 8. Is there an oil sheen in the stormwater discharge? Yes 9. Is there evidence of erosion or deposition at the outfall? Yes 10. Other Obvious Indicators of Stormwater Pollution: List and describe Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be Indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 sWU-z42, Last modified 10/25/2012 1. Outfall Description.: Outfall No. Structure, ditch, etc.) Receiving Stream: _ „ S�.�TN rip +c _ C' yr •,� ^ Describe the industrial activities that occur within the outfall drainage area: t)•vxT J--. C-4.,bFicc- 2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint [light, medium, dark) as descriptors. 4 T-G'4 V--L., - , o--Lt4c,E- 3. Odor: Describe any distinct odors that the discharge may have (he., smells strongly of oil, weak chlorine odor, etc.): Of-> o -,:).>2 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: 1 ✓2 3 4 5 S. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: 1 2 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy- 1 ✓2 3 4 5 rn �� 7. Is there any foam in the stormwater discharge? Yes No S. Is there an of7 sheen in the stormwater discharge? Yes t 'o 9. Is there evidence of erosion or deposition at the outfall? Yes 10. Other Obvious Indicators of Stormwater Pollution: List and describe Note: Low clarity, high solids, and/or the presence of foam, on sheen, or erosion/deposition may he indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 SWU-Z42, Last modified 10/25/2012 I (_7-4-Ito- Za '.3a 1. Outfall Description: Outfall No. LLo-Z Structure 'Ol' b, ditch, etc.) Receiving Stream: Describe the industrial activities that occur within the outfall drainage area: 2. Color. Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint [light, medium, dark) as descriptors: `Z _ N.Tc.' 4 . O r..(. i „cr _ 3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc.): '� O o�o`z- 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: 5. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: 6) 2 3 4 5 b. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy- 1 3 4 5 7. is there any foam in the stormwater discharge? Yes ON a. Is there an oil sheen in the stormwater discharge? Yes No 9. Is there evidence of erosion or deposition at the outfall? Yes No 10. Other Obvious Indicators of Stormwater Pollution: List and describe Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be indicative of pollutant exposure. These conditions warrant further investigation. 5WU-242, East modified 10/25/2M Page 2 of 2 G -7-((< Z ! oc7 1. Outfail Description: Outfall No. LI-c> Structur(pi , ditch, etc.) Receiving Stream: S_v_--r►A �b� �G _ e �r'►�-`�*� Q�-�� Describe the industrial activities that occur within the outfall drainage area: ti)A-�rr 7:T-- Lr�� yyjs,, 2. Color. Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light, medium, dark) as descriptors: to �7- '1'A Aj -r-�r,,. 3. Odor. Describe any distinct odors that the discharge may have (i.e.. smells strongly of oil, weak chlorine odor, etc.): " D o� 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: 01 2 3 4 5 S. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: 1 2 3 4 5 6. Suspended Solids. Choose the number which best describes the amount of suspended solids in the stormwater dischargee, where 1 is no solids and 5 is extremely muddy- 0 2 3 4 5 7. Is there any foam in the stormwater discharge? Yes No 6. Is there an oil sheen in the stormwater discharge? Yes ilk) 9. Is there evidence of erosion or deposition at the outfall? Yes &-o 10. Other Obvious Indicators of Stormwater Pollution: List and describe Note; Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 sWU-242, Last modified 10/25/2012 (,-z7-1[ 1. Outfall Description: Outfall No. �--� Structure ipe ditch, etc.) Receiving Stream: _ �� F n� t- Describe the industrial activities that occur within the outfall drainage area: 2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint (light, medium, dark) as descriptors: _ ens-rs—m� -1 S �rJ 3. Odor. Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc.): a 0-;h>2- 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy: 0 2 3 4 5 S. , Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids: f 1) 2 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy- 0 2 3 4 5 7. Is there any foam in the stormwater discharge? Ye No 8. Is there an oil sheen in the stormwater discharge? Yes No 9. Is there evidence of erosion or deposition at the outfall? Yes 10. Other Obvious Indicators of Stormwater Pollution List and describe Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 SWU-242, Last modified 10/25/2012 C'-z-q-I(.e To i O 1. Outfall Description: Outfall No. 1Y\ C Structurq, i e, ditch, etc.) Receiving Stream: So, -r K e k t At"S A �v E V7— Describe the industrial activities that occur within the outfall drainage area: 2. Color. Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint [light, medium, dark) as descriptors: V``L f ►-xr-A_��--. Th.0 —ram , 3. Odor. Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak chlorine odor, etc.): '714 0-- oZ - 4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear and 5 is very cloudy- 1 J 2 3 4 5 S. Floating Solids: Choose the number which best describes the amount of floating solids in the stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids; 2 3 4 5 6. Suspended Solids: Choose the number which best describes the amount of suspended solids in the stormwater discharge, where 1 is no solids and 5 is extremely muddy: 1 ✓2 3 4 5 7. Is there any foam in the stormwater discharge? Yes No 8. Is there an oil sheen in the stormwater discharge? Yes 9. Is there evidence of erosion or deposition at the outfall? Yes No 10. Other Obvious Indicators of Stormwater Pollution: List and describe Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be indicative of pollutant exposure. These conditions warrant further investigation. Page 2 of 2 5WU-242, Last modified 10/25/2012 Ear W ,A '►i �r �+ W � p� �, �` Om-iiRIsm uBORATomt& RrG Buxton Environmental, Inc Ross Kingman P.O. Sox 11550 Charlotte, NC 28220-1550 Full -Service Analytical $ Environmental Solutions NC Cartiftalion No. 402 NC Orin" Water Cert No. 3T735 5C Certiftation No. 99012 FL NELAC Cart No. E87519 VA NELAC Cert No. 460211 Project: Gaston Co. Landfill Lab Submittal pate: 06/28/2016 Prism Work Order. 6060505 Case Narrative 07/1212016 This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed according to the referenced methods_ Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case narrative. Please call if you have any questions relating to this analytical report. Respectfully, PRISM LABORATORIES, INC. a --.-I Angela D_ Overcash VP Laboratory Services Data Qualifiers Key Reference: Reviewed By Cara C. Rusmisell For Angela D. Overcash Project Manager D RPD value outside of the control limits. HT Sample received and analyzed outside of the hold time_ MV All dilutions are greater than the ideal range_ Result is a minimum value. BRL Below Reporting Limit MDL Method Detection Limit RPD Relative Percent Difference * Results reported to the reporting limit. Ail other results are reported to the MDL with values between MDL and reporting limit indicated with a J. This report should not be reproduced, except in its entirety, without ttie written consent of Prism Laboratories, Inc_ 449 SpdrtWook Road - P.O. Box 24CS43 - charlotte, NC 28224 W Phone: 704t5294W4 - Tap Free Number. I-SM529-S3fi4 - Fax: 7041525-04M Page I of 12 Sample Receipt Summary j R S _°" se�$ °" �SaOOlit i z"jMnmental SaWtions 07/12/2016 �ti� � Prism Work Order: 6060505 Client Sample ID Lab Sample ID Matrix Date Sampled Date Received ULO-1 6060505-01 Water 06127/16 06/28/16 LLO-1 6060505-02 Water 06/27116 06/28/16 LLO-2 6060505-03 Water 06/27/16 06128/16 LLO-3 6060505-04 Water 06/27/16 06/28/16 YW-1 6060505-05 Water 06/27/16 06/28/16 MG-1 6060505-06 Water 06/27/16 06/28/16 Samples were received in good condition at 2.2 degrees C unless otherwise noted. This report should not be reproduced. except in its entirety, wiitrout the written consent of Prism Laboratories, Inc. 449 Springbrook Road - P.O. Box 240543 - Charlotte, MC 28224-0543 Phone: 7b41529-SW - Toll Free Number 1-OMS29-6364 - Fax: 7WS25-0409 Page 2 of 12 pet e e S M l FWI-Serv.. AneW+icai a Enwronmentei Solutions Laboratory Keport 07112/2016 Buxton Environmental, Inc Attn: Ross Klingman P.O. Box 11550 Chariotte, NC 2822G-1550 Project: Gaston Co. Landfill Sample Matrix: Water Client Sample ID: LLO-1 Prism Sample ID: 6060505-02 Prism Worts Order: 6060505 Time Collected: 06127M6 20.45 Time Submitted: 06/28/16 10.30 Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch Limit Factor Datelrrme ID General Chemistry Parameters Cherttical Oxygen Demand and 61 m9(L s0 7.3 1 'SMS M fl 613QM6 11:21 BARS PGF0694 Total Suspended Solids 390 mglL 25 0M 1 'SM 25W D 6MMG 13:20 SLS PGFUS50 Microbiological Parameters Feral Coltrorm s 27000 HT CFU/100 ml 100 10 -sMOM D VMS 11:32 seas PSF0578 This report should not be reproduced, except in its entirety, wMx)Ld the written consent of Prism Laboratodes, Inc. 449 Spring6rook Road - P.O. Box 24OW - ChadattE, NC 28224-OW Phone: 7041329.6364 - Tofl Free Number 14MIS294364 - Fax: 704l5254409 Page 4 of 12 Full -Service Analytical d 4 I S M I Environmental Soutlon$ ZMOI_W`kzowft, LaDOraiOry KepQr[ 07/12/2016 Bunton Environmental, Inc Attn: Ross Klingman P.O_ Box 11550 Charlotte. NC 2MG-1550 Project: Gaston Co. Landfill Sample Matrix: Water Client Sample ID: LLO-2 Prism Sample ID: 6060505-03 Prism Work Order: 6060505 Time Collected: 06/27/16 20:30 Time Submitted: 06/28/16 10:30 Parameter Result units Report �MDL Dilution Method Analysis Analyst Batch Limit Factor DatelTlme ID General: Chemistry Parameters Chemical Oxygen end 83 mglL so 7.3 1 *SMSnO o MOMS 11:21 SPAS Psr-a39•r Total Suspended Sollds 290 rnglL 25 0.80 1 '5412S40 0 612&16 13:20 SLS P6F0550 Microbiological Parameters Feral Cotdorms 2000 HT CFUH00 nil 20 10 `SPA9222 D MW IGS 11:32 BUS Ps"578 This report should not be reproduced, except in its entirety, witimut ttte wrllten consent of Prism LaWratories, Inc. 449 Springbroot Road - P.O. Box 24CS43 - Charlotte, NC 28224-0543 Phase: 7041629-63" - ToU Free Number. 14=529-6W4 - Fax: TOGS2544M Page 5 of 12 nS M Furlimn Analytical i Environmenn tal SoEutiana L-dUU r dLUI y rtGNuV L 07/12/2016 Buxton Environmental, Inc Attn: Ross Klingman PA_ Sox 11550 Charlotte, NC 26220-1550 Project: Gaston Co. Landfill Sample Matrix: Water Client Sample ID: LL0-3 Prism Sample ID: 6060505-04 Prism Work Order: 6060505 Time Collected: 0627116 21:00 Time Submitted: 06/28/16 10:30 Parameter Resutt Units Report MDL Dilution [Method Anatysis Analyst Batch Limit Factor DatetTime ID General Chemistry Parameters Chemical Oxygen Demand 59 m91L so 7.3 1 `SU5220 0 6130116 11:21 BUS PGFo594 Total Suspended Solids 63 mglL 8.3 0.80 1 'Shc 2540 0 612SM6 13:20 SLS PBr-055o Microbiological Parameters Fecal Colifonns 4100 lT CFUltao ml 20 10 `SU9222 0 GrAM6 11:32 BUS PSF0578 This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc. 449 Sprtngbrook Road - P.O. Box 240543 - Charlotte, MC 28224-0543 Phone: 7o41629-sW - Toil Free Number. I-MS29-6364 - Fax: 70416254MM Page 6 of 12 M ni B s Environmental Solutions roa�a � Laboratory Report 07/12/2016 Buxton Environmental, Inc Attn: Ross Klingman P.O. Box 11550 Charlotte, NC 28220-1550 Project: Gaston Co. Landfill Sample Matrix: Water Client Sample ID: ULO-1 Prism Sample ID: 6060505-01 Prism Work Order: 6060505 Time Collected_ 06/27/16 21:15 Time Submitted: 06/28/16 10.30 Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch Limit Factor DatwTime ID General Chemistry Parameters Chemical Oxygen Demand 75 mg1L So 7.3 1 'SU5220 D 6130116 11:21 BUS PGF0694 Total Suspended Solids 750 m91L 25 0.50 1 'SU 2540 D 6=16 12:90 SLS PGF0550 Microbiological Parameters Fecal Col9rorms 3600 iiT CFU1100 ml 20 10 -SU9222 D 6i28116 11:32 BUS PGF0578 This report should not be reproduced, except in its entirety. without the written consent of Prism Laboratories. Inc. 449 Springbrook (toad - P.O. Box 240543 - Charlotte, NC Z8224.OW Phone: 7041529-636d - Toil Free Number: 1-SM5294364 - Fax; 70415254WO Page 3 of 12 f `l Fug e I S M I Environmental. SolutiGnsA ?0-T0wsx ra t_auvll oral y F%CIJ I t 071122016 Braxton Environmental, Inc Attn: Ross Klingman P_O. Box 11550 Charlotte, NC 28220-1550 Project: Gaston Co. Landfill Sample Matrlx: Water Client Sample ID: MG-1 Prism Sample ID: 6060505-06 Prism Work Order: 6060505 Time Collected: 06/27/16 20:10 Time Submitted: 06/28/16 10:30 Parameter Resutt Units Report MDL Dilution Method Analysis Analyst Elatch Limit Factor DaterTime ID General Chemistry Parameters Oil & Grease (HEM 5-3 mgfL 6.0 1.0 1 11664B 7f7116 9:00 TJY PGG0101 pH 7-5 HT pH Unds 1 'SIM4500fi B SM16 14--50 EGG PSF0553 Total Suspended Solids 170 mg/L 26 0.80 1 *$ M 2540 D 6=16 13.02 SLS P%Fp602 This report should not be reproduced, except in its entirety. without the written consent of Prism Laboratories. Inc. 449 Springbrook Road - P.O. Box ZMS43 - Charlotte, XC ZB224-0543 Phone_ 70415294384 - Toll Free Number.. I-MS294W4 - Fax: 70415Z5-0409 Page B of 12 Full -Service Analytical 3 &R-, 1 S M I EnvironmenW Solutions am �- L-42&J .ir 42LUI y r-kt:Nvr L 07/12/2016 Buxton Environmental, Inc Attn_ Ross Klingman P.O. Box 11550 Charlotte, NC 28220-1550 Project: Gaston Co. Landfill Sample Matrix: Water Client Sample 10: YW-1 Prism Sample ID: 6060505-05 Prism Work Order. 6060505 Time Collected: 06/27/16 21:30 Time Submitted: 06/28/16 10.30 Parameter Result Units Report MDL Dilution Method Analysis Analyst gatcri Limit Factor DatwTime lD General Chemistry Parameters Chemical Oxygen Demand 370 mg1L So 7.3 1 •SM5220 D 5130MG 11:21 BUS PUNS% Total Suspended Solids 16 m91L 8.3 0-80 1 *SM 2540 D &75M5 13:20 SLS PGF05W Microbiological Parameters Fecal CoGfonns 50000 Wr, rnr CFU1100 ml 20 10 •SM3712 D 6148116 11:32 BMS PWO578 This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories. Inc. 445 Sprsngbrook Road - P.O. Sox 240543 - Charlotte, NC 2822"S43 Phone: 7045zs-63ss -roll Free Number. I-SWM43sa - Fax: ?W525-0409 Page 7 of 12 S M Frill -Seance Anaiyt ti 3 I Environmental 5clutioions - :J�nae7N6y aye. 7/12116 Buxton Environmental, Inc Project Gaston Co. Landfill Attn: Ross Klingman P-O. Box 11550 Charlotte, NC 28220-1550 General Chemistry Parameters - Quality Control Prism Work Order. 6060505 Time Submitted: 6l2812016 10:30:OOAM Reporting Spike Source %REC RPD Analyte Result Limit Units Level Result %REC Limits RPO Limit Notes Batch P6F0650 - NO PREP Blank (PSF0550$t.KI) Prepared & Analyzed: 06128/16 Totai Suspended Solids -- SRL 5.0 m91L - LCS (PSF0550-BSI) Prepared & Analyzed: 06/28/16 Total Suspended Solids 460 5-0 mg /L 477.0 96 90 11+J Duplicate (P6F055043UPI) Source: 6060506-04 Prepared & Analyzed: 06/28/16 Total Suspended Soi-ids M 5.0 mglL 63 4 20 Duplicate (P6F0S50-DUP2) Source: 606050"5 Prepared & Analyzed: 06/28116 Total Suspended Solids J 17 5.0 rrg1L 16 6 20 Batch P61FOSS3 -NO PREP LCS (P6F0563-BSI) Prepared & Analyzed: 06/28/16 pH 6.54 pH Units 6-880 99 95.5-101.5 Batch P6F0594 -NO PREP Blank (P6F059443LK1) Prepared & Analyzed: 06/30/16 Chemical Oxygen Demand BRL 50 m91L LCS (PV0594-13SI) Prepared & Analyzed: 06130/16 Chemical Oxygen Demand 522 50 mg/L 500.0 104 90-110 Batch P6FO602 - NO PREP Blank (P6F060243LKI) Prepared & Analyzed: 06130/16 Total Suspended Solids SRL 5.0 m91L Tanis report should not be reproduced. except in its entirety. without the written consent of Prism Laboratories. Inc. 449 Springbrook Road - P.O. Box =543 - Charlotte, NC 28274-0543 Phone: 7ON529-9364 - Toll Free Number. 1-8=529-636b - Fax: 7041525-040 Page 9 Of 12 1 S M I Fvtr-sonmce Mt alyt E,, inn,»�..xaa Solution .a icrcX ON %9v 1%cJ~l• 7/12116 Bunton Environmental, Inc Project Gaston Co. Landfill Attn_ Ross Klingman P.O. Box 11550 Charlotte, IBC 28220-1550 General Cbernis" Parametevs - Oualli;ty Control Prism Work Order. 6060505 Time Submitted: 6/28/2016 10:30:OOAM Rung Spike Source %REC RPD Analyte Result limit Units Level Result %REC Limits RPD Limit Notes Batch P65FOW2 - NO PREP LCS (PSF0602-BS1) Prepared & Analyzed: 06/30/16 Total Suspended Solids 480 5.0 mg1L 477.0 100 90-110 Duplicate (PSF4602-DUP1) Source: 6060505-06 Prepared & Analyzed: 06/30116 Total Suspended Solids 190 5.0 mglL 170 10 20 Batch PGG0101 - NO PREP Blank (P6G010148LK1) Prepared & Analyzed: 07/07116 Orl & Grease (HEM) BRL 5.0 mg1L LCS (P6G0101-13Si) Prepared & Analyzed: 07107/16 OH & Grease (HEM) 35.5 5.0 mglL 40.00 84 78-114 This report Oxmild not be reproduced, except in its entirety. without the written =zseat of Prism Laboratories. Inc. 449 Springbrook Road - P.O. Box 240543 - CbarlotLe, NC 282244IS43 Phone: 704PMS-6364 - Toll Free Number 14OWS294LU4 - Fax: 7041525-0409 Page 10 of 12 CHAIN OF CUSTODY REGUKUPR F nit-Servine Analytical l; I NIA ., N �t akin,; Lnvironmontnl Solutions -' 1 1 Y 1 t i IX' "rnnrmnr,mii?s.,ru. PAOaTOF� QUOTE0TOENSUREPROPERIIILLINa� Sarnplaa IfiI�ACT,upon akrlval l4 Project Name, Ii6o©ived ON.Wf1 1C7,"l�'`� 4 p cV 4Ap Springhrook Rond • Chnrinne, NC 28217 rl,n„n 7041829-636e Env: 7nalri2s•nang Short Hold Analysis; (Yoe (NO) UST Project: (Yes) (NO) r „. , PROPEl PrtisS �kVA`�iVl tl Indlt3athrl7N -' "'-; '• `Please ATTACH any ct apeclfle reporting (QC LEVEL 1 ii III IV) lent Company Name: � . 3 u " ti+J,At- _ F?4coivecl Wi1''W[N I�OI�I INm T1M1 87 ,. provisions and/or QC Requirements CUSTOI*Y SHAt S INTACI7 ✓ r (L I sport To/Contact Name: o irV"1 Invoice To: VOLAtlt. 8 marl W1dUT HPAWAGE7 .% sporting Address:.'P6 �; ll ? �' Address. � PROPER 00'117AIR 6 ul;nd? (�. � "F'�L l�s it >✓ N (...- Z. �z �D TF;U1P Tlierni ID; ��"� i (]lSseFverl: e� !Corr.. J . � °C lone: -:?0 q' qq _ l q5D Fax (Yes) (No):- _ — � � flir.,, 'f'`� A'� * -nail eAJV C purchase Order No.18111ing Reference TO BE FILLED IN BY CLIENTISAMPLING PERSONNEL Address: RJ - Requested Due Date 0 1 pay ❑ 2 Day/ ❑ 3 Days CL a Days ❑ s Days Certification: NELAC_ DOD FL NC 3D Type: PDF_Excel�Other Mdust Be "Working Days" 0 0-9 Days 67�Standerd 16 days ❑ Orov — rueshAWork to Location Name: a. kN�r LL Samples received elv14:00 will be processed next business day. A_Location SCer OTHER N/A Physical Address: time Is based nn business clays, excluding weekends and holidays. Water Chlorinated: YES NO (BER REVERSERTERMS & CONDITIONS REGARDING ISM LABORATTORIES. TO CLENT SERVICES RENDERED BYR, I INC.0 Sample Iced Upon Collection: YES NO CLIENT DATE TIME COLLECTED MATRIX (SOIL, SAMPLE CONTAINER PRESERVA- ANALYSIS REOUP-STE13 .(tl V _l �V, REMARKS PRISM �— ._ `TYpE _—_ No, __ SIZE SAMPLE DESCRIPTION COI.LCCTED MILITARY HOURS WATER OR SLUDGE) TIVES Y l� R �' ih �' LAB ID NO. SEE BELOW �� �,' � 0' I1 L� �• 30 Fr 'L to ',la Sampler's Slgna%i _J'Sampled By (print Name)rMJ AHlllatlan Upon relinquishing, this Cha n of Custody Is your authorisation for Prism to proceed with the analyses as requested above. Any changes must be submitted In writing to the Prism Project Manager, There will be charges for any changes after analyses have been Initialised. Comments: _,) f ...1. o I (0 7 is SAMPLES ARE NOT ACCEPTED AND VERIFIED A13AINST COO U trKRECEIVED AT THE LABORATORY. y1L' 0 Fed Ex L:I UPR U Hsncl•dellvered Gl PrNm Field Servlee ❑ Qlhar T. I 1 � SO�S6 S NTER IATFRI 13N&ENCCON NC O SC C ❑ SC I UNC 0 SCONC OSCC Q SC LI O SC ON❑SC LISC OC LISC O a � — I *CONTAINER TYPE CODES: A = Amber C = Ciear G= Glass P - Plastic; TL = Teflon -Lined Cap VOA = Volatile Organics Analysie (Zero Head Space) Cir'00,MA1. PAT M:CCRORY _. _ ....Govemor b,04ALD R .VAlV DER :VAAR:T 5ecx�etdy: Environmental Quality August 24, 2016 Gaston County Public Works Attention: Ray Maxwell Post Office Box 1578 Gastonia, North Carolina 28053 Subject: Benchmark Exceedance Report COC NCG120012 Gaston County Landfill- Hardin Site Gaston County Dear Mr. Street: Thank you for submitting the August 19, 2016 exceedance report for the subject facility. Please proceed with the Tier Two responses recommended in the Buxton Environmental summary report dated August 3, 2016. Also, as discussed with Ross Klingman, a site evaluation will be performed in the next 30 days to review progress on TSS and fecal coliform reduction efforts. If you have any questions or need farther information, please contact James Moore at (704) 663-1699, or at jarnes.moore@ncdenr.gov. Sincerely, Zahid S. Khan, CPM, CPESC, CPSWQ Regional Engineer Land Quality Section Cc: Bradley Bennett, Stormwater Permitting, Program, Certificate of Coverage NCG030246 Division of Energy, Mineral, and Land Resources Energy Section • Geological Survey Section • Land Quality Section 610 E Center Ave Suite 301 Mooresville, NC 28115• Phone: 704-663-1699 • FAX: 704-663-6040 Internet h :l! rtal.nodenr.o[ /webAr/ An Equal Opportunity 1 Affirmative Action Employer — 50°% Recycled 110°% Post Consumer Paper