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HomeMy WebLinkAboutNCS000329_Tier 2 Monitoring Report_20211112!`A' .i v 2021 November 9, 2021 Division of Energy Mineral and Land Resources Attn: Central Files 1617 Mail Service Center Raleigh, NC 27699-1617 Central Files: Tier 2 Monthly Monitoring- October 2021 AT P.O. Box 5030 2020 Asheraft Avenue Monroe, NC 28111-5030 Phone:(704) 2894511 Fax: (704)290-5194 Email: mike.memenus@alimetals.com Attached, please find stormwater monitoring data for Permit No NCS000329. The originals and one copy are included. The monitoring data is for the following monitoring schedule: Analytical monitoring includes: • Outfall #01 (B), commingled stormwater • Outfall #02 (B), non -commingled stormwater • Outfall #03 (B), non -commingled stormwater If you have any questions or need additional information, please contact me at 704-289-4511 x3800. Thank you. Michael McManus EHS Coordinator -OATI Specialty Materials ATI (Allvac)— Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date: er 1 Gcip6c� Sample Time: Sample Location: zoz-f Stormwater Discharge Outfall # 01 (Commingled) Drainage Area= 2,915,470 sq. ft. = 69 Acres % Impervious= 34% Person Collecting Samples: Laboratory Performing Analysis: Analytical Techniques and Methods: 40 CFR Part 136 Results of Sample Analysis: Parameter Results (mg/1) Benchmark Values (mg/1) TSS 100 BOD COD —� Cadmiui Lm Chromiu�t r ll// Total Cak Total Copt Total Nicke Total Zinc pH Temperature Total Residua Oil and Grease r' 1 units) :elsius 30 120 0.003 0.905 915 0.01 0.335 0.126 6-9 .017 15 Storm Date: Storm Duration: (Hrs.) Inches of Rainfall: Duration of time preceding rain event exceeding 0.1": (Hrs.) Estimated Flow Calculation: Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) Rev. 01 Date of Rev.: 1/22/2020 OZOZ/ZZ/T :'^aH }o ale0 TO'nab sp (ulei;o sayaul) x S6SL'T + (uleJ 10 sayaul) x 08TST'T = (sIa'le;ol) b (VE' x 69 x .:U/sayaul ZT/uleJ sayaul x 6') + (99' x saJue 69 x .lJ/sayaui ZT/uieJ sayaul x Id _ (s}a''lol) b wao j :Po as uuo;luolN JaTeMwjo;S (ONO) sndwe:) SADJEO — (OenlIV) Ild sleualeyy /ylepadg I1V�;� OATI Specialty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date: Sample Time: Sample Location: ��� / Stormwater Discharge Outfall # 02 (Non - Commingled) Drainage Area= 212,952 sq. ft. = 4.9 Acres % Impervious= 12% Person Collecting Samples: Laboratory Performing Analysis: Analytical Techniques and Methods: 40 CFR Part 136 Results of Sample Analysis: Parameter Results (mg/I) Benchmark Values (mg/1) TSS 100 BOD 30 COD {fr Lil Ca 120 Cadmium I k!/ 0.003 Chromium 0.905 Total Calcium Al/d 915 Total Copper IAV 0.01 Total Nickel 0.335 Total Zinc 0.126 pH (std units) 6-9 Temperature Deg. Celsius Storm Date: Storm Duration: (Hrs.) Inches of Rainfall: Duration of time preceding rain event exceeding 0.1": (Hrs.) Estimated Flow Calculation: Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) Q (Tot., cis) = (.4 x inches rein/12 inches/ft. x 4.9 acres x .88) + (.9 x inches rain/12 inches/ft. x 4.9 x .12) Rev. 01 Date of Rev.: 1/22/2020 OZOZ/ZZ/1 :'nall;0 a;e0 LO 'naa sp (ulej 10 sayaul) X TUgO'0+ (ulej;0 sayaul) X LEbi'0 = (s}a '1el01) D wio j :po as ulao;luoNl Jalemw.lo;s (ON9) sndwe:) sialeg — (:)enlIV) I_LV sleualeW fllepAs ITV OATI Specialty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date: ed Sample Time: Sample Location: a0a/ Stormwater Discharge Outfall # 03 (Non - Commingled) Drainage Area= 336,580 sq. ft. = 7.8 Acres % Impervious=15% Person Collecting Samples: Laboratory Performing Analysis: Analytical Techniques and Methods: 40 CFR Part 136 Results of Sample Analysis: Parameter Results (mg/1) Benchmark Values (mg/1) TSS 100 BOD a� 30 COD 120 Cadmium C 0.003 Chromium 0.905 Total Calcium 915 Total Copper c2ev, 0.01 Total Nickel 0.335 Total Zinc 0.126 pH (std units) 6-9 Temperature Deg. Celsius Storm Date: Storm Duration: (Hrs.) Inches of Rainfall: Duration of time preceding rain event exceeding 0.1": (Hrs.) Estimated Flow Calculation: Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) Q (Tot., cfs) = (.4 x inches rain/12 inches/ft. x 7.8 acres x .85) + (.9 x inches rain/12 inches/ft. x 7.8 x .15) Rev. 01 Date of Rev.: 1/22/2020 OZOZ/ZZ/i :'Aaa 30 ale0 LO'Aall s;o (ulel;0 sapul) x SL80'O + (UP 10 say:)ul) X OTZZ'0 = (sp'1e101) D wioj :po as uuolluovy ialemwjol5 (ONO) sndwe:) saa�eO — (:)enlIV) Il`d sleualeW /4lepadg ITV STORMWATER DISCHARGE OUTFALL (SDO) MONITORING REPORT Permit Number NCS 000329 FACILITY NAME ATI Specialty Materials Bakers Site PERSON COLLECTING SAMPLE(S) CERTIFIED LABORATORY(S) Lab # Lab # Part A: Specific Monitoring Requirements SAMPLES COLLECTED DURING CALENDAR YEAR: (This monitoring report shall be received by the Division no later than 30 days from the date the facility receives the sampling results from the laboratory.) COUNTY Union PHONE NO. 7( 04 ) 2894511 SIGNATURE OF PERMITTEE OR DESIGNEE REQUIRED ON PAGE 2. Total Rainfall ---------- ---------- ---------- ---------- ---------- Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? ()yes @' no (if yes, complete Part B) Part R• Vehirle Mnintennnre Artivity Mnnitnrino Requirements Outfall No. Date Sample Collected 50050 00556 00530 00400 Total Flow (if applicable) Total Rainfall Oil & Grease (if appl.) Non -polar O&G/TPH (Method 1664 SGT-HEM), if appl. Total Suspended Solids pH New Motor Oil Usage mo/dd/ r MG inches m m unit gaumo Form SWU-247, last revised 611212015 Page 1 of 2 STORM EVENT CHARACTERISTICS: Date Total Event Precipitation (inches): Event Duration (hours): (only if applicable — see permit.) (if more than one storm event was sampled) Date Total Event Precipitation (inches): Event Duration (hours): (only if applicable — see permit.) Mail Original and one copy to: Division of Energy Mineral and Land Resources Attn: Central Files 1617 Mail Service Center Raleigh, North Carolina 27699-1617 "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." r i/— i—.- f (Signature o ermittee) (Date) Form SWU-247, last revised 611212015 Page 2 of 2 specialty httatr gals ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date: Sample Time: Sample Location: Stormwater Discharge Outfall # 01 (Commingled) Drainage Area= 2,915,470 sq. ft. = 69 Acres % Impervious= 34% Person Collecting Samples: Laboratory Performing Analysis: Analytical Techniques and Methods: 40 CFR Part 136 Results of Sample Analysis: Parameter Results (mg/1) Benchmark Values (mg/1) TSS 100 BO D ,tt 30 COD 120 Cadmium 0.003 Chromium 0.905 Total Calcium 915 Total Copper r-- 0.01 Total Nickel 0.335 Total Zinc 0.126 pH (std units) 6-9 Temperature Deg. Celsius Total Residual Chlorine .017 Oil and Grease 15 Storm Date: Storm Duration: (Hrs.) Inches of Rainfall: Duration of time preceding rain event exceeding 0.1": (Hrs.) Estimated Flow Calculation: Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) Rev. 01 Date of Rev.: 1/22/2020 OZOZ/ZZ/Z :'nab 10alea TO 'nab sp (uiej jo sapid) x S6SL'T + (ujea jo sapid) x OSTSt"T _ (sj:) 'lelol} 'o (-VE' x 69 x •:U/sayaui ZT/uiea saWui x 6•) + (99• x same 69 x •:U/say:)ui ZT/uiea sapui x ti•) = (sp '•Iol) b wjo j :Wo ab uiaojiuow ialemwiols (ONO) sndweD siale8 — (:)enlld) I1'd sjt!u.jlE'W �lli>i:�ati5 I T ATI. i Spr'cialty materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Results of Sample Analysis: Parameter Results (mg/1) Benchmark Values TSS 100 BOD 30 COD 120 Cadmium 0.003 Chromium 0.905 915 Total Calcium r Total Copper 0.01 Total Nickel 0.335 Total Zinc 0.126 6-9 pH (std units) Temperature Deg. Celsius Storm Date: Storm Duration: (Hrs.) Inches of Rainfall: Duration of time preceding rain event exceeding 0.1": (Hrs.) Estimated Flow Calculation: Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) Q (Tot., cfs) _ (.4 x inches rain/12 inches/ft. x 4.9 acres x .88) + (.9 x inches rain/12 inches/ft. x 4.9 x .12) Rev. 01 Date of Rev.: 1/22/2020 OZOZ/ZZ/T .'naE 10 ale(] TO 'nab slo _ (uiea 10 sapid) x Ttit?0'0 + (uiej 10 sagoul) •X L£tiT'O = (sp 'leio1) b LUJOJ :Po ald uraoI!uow jalemwjolS (ONO) sndwe:) SJ9je8 — (JenlIV) Ild sjt!rt;jjt°L"1 r(ilt�t���dS ITV�`~" -Fy ATI Specialty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date: �t r -� , ! l'-- c Sample Time: Sample Location: --;26 Stormwater Discharge Outfall # 03 (Non - Commingled) Drainage Area= 336,580 sq. ft. = 7.8 Acres Impervious= 15% Person Collecting Samples: Laboratory Performing Analysis: Analytical Techniques and Methods: 40 CFR Part 136 Results of Sample Analysis: Parameter Results (mg/1) Benchmark Values (mg/1) TSS 100 BOD ' ` � %?-lam.,<-�` 30 COD j 120 Cadmium 0.003 Chromium 0.905 Total Calcium 915 Total Copper w 0.01 Total Nickel 0.335 Total Zinc 0.126 pH (std units) 6-9 Temperature Deg. Celsius Storm Date: Storm Duration: (Hrs.) Inches of Rainfall: Duration of time preceding rain event exceeding 0.1": (Hrs.) Estimated Flow Calculation: Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) Q (Tot., cfs) = (A x inches rain/12 inches/ft. x 7.8 acres x .85) + (.9 x inches rain/12 inches/ft. x 7.8 x .15) Rev. 01 Date of Rev.: 1/22/2020 OZOZ/ZZ/Z :'naa Jo aie(i ZO 'nab spa (uiea jo sayaul) X SL80.0 + (uiej jo sa4:)ulj X QIZZ"0 = (sP 'lelol) b w ioj :po a*du!.ioliuow .ialemwiols (ONO) sndwe:) SJ@je8 — (DenlIV) I.ld 1TV STORMWATER DISCHARGE OUTFALL (SDO) MONITORING REPORT Permit Number NCS 000329 FACILITY NAME ATI Specialty Materials, Bakers Site PERSON COLLECTING SAMPLE(S) CERTIFIED LABORATORY(S) Lab # Lab # Part A: Specific Monitoring Requirements SAMPLES COLLECTED DURING CALENDAR YEAR: (This monitoring report shall be received by the Division no later than 30 days from the date the facility receives the sampling results from the laboratory.) COUNTY Union PI-IONE NO. 7( 04 ) 289-4511 SIGNATURE OF PERMITTEE OR DESIGNEE REQUIRED ON PAGE 2. Outfall No. Date Sample Collected II Total Flow (if app.) Total I Rainfall • 1 _ � � .fir � • 1 : • 1 1 Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? Oyes ono (ifyes. complete fart B) Part B: Vehicle Maintenance Activity Mnnitnrina Rennirmmonte Outfall No. Date Sample Collected 50050 00556 00530 00400 Total Flow (if applicable) Total Rainfall Oil & Grease (ifappl.) Non -polar O&G/TPH (Method 1664 SCT-HEM), if appl. Total Suspended Solids pH New Motor Oil Usage mo/dd/ r MG inches m /I m /I unit al/mo Form SWU-247. lust revi.secl6/12,2015 Page I of, O rA A C (1 s: A A � cr •3 :r �. Arg W Z o 3 V7 tr Q• < L A CA W r► V � A cm ^' O �e i y CS o� z-�0T. O O• V) a QQ � �• O �• � � A S •+ n a� c � / , / Charlotte Mecklenburg / / i STORM n WATER N` Services November 4, 2021 James Moore, Environmental Engineer NC Department of Environmental Quality DEMLR Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Subject: Monitoring Waiver Request City of Charlotte — Sweden Rd Shop COC No. NCG080840 Mecklenburg County, NC Dear Mr. Moore, t,uIV I % 2L14 StormWater.CharMeck.org .,11�c 600 East 4th Street Charlotte, NC 28202 I am writing on behalf of the City of Charlotte — Sweden Road Shop facility, which operates under Certificate of Coverage No. NCG080840 to discharge stormwater from the facility into surface waters. We are requesting to be granted a waiver from monitoring associated with the permit through the end of December 2021. Currently, Outfall 002 is in Tier 11 monthly monitoring, and Outfalls 001 and 003 are monitored quarterly as required by the permit effective July 1, 2021. Right now, a significant construction project is underway which may impact all outfalls on site. This construction project consists of the demolition and reconstruction of a large retaining wall on site, as well as the placement of gravel to help with the stabilization of key areas. While erosion and sedimentation control measures will be used according to the site's erosion control plan, and all measures will be inspected and maintained, we are concerned that the construction project will inevitably result in some sediment loss that will affect sampling results. For this reason, we are requesting to temporarily suspend monitoring until the project is completed. We will, of course, continue with sampling as required by the permit until we hear further from your office. Once the project is complete, we will monitor the site closely and address any additional concerns according to permit conditions. Additionally, we would like to make you aware of another construction project scheduled to begin in March 2022 which we plan to write a separate letter requesting a monitoring waiver for. This project will consist of the demolition of a large portion of asphalt on site and its replacement with concrete, as well as concrete paving on previously unpaved areas. We anticipate this repaving project will reduce the amount of sediment leaving the site. Rfb CITY o(CHARLOTTE ' i.!. ,. .1 ,' � 1 ..r '- i !. + :i. 'i�:. "{�'li: .t' �' f.•'`.•t. r(' ''i -�l-• •�= `• •i' :i I•WA • _- ' f 1:. _ �� 1 � ;l i.r '!,.• �,. 1, :•1�1' �':l!! :. ii� ii �I�• '�1' i r•I °� �!`�� ., i':! :!-. ._ ..:J:. ' : .1��,��.'1: ♦,�'• _• ..�' .. ) ii.. Tl:i::1{• ire. .1 � ur f.�. 'J :f i .. .r-. i� � i!'1 .f l' :l - i. .t!' .�• . r �'.� .. '�: :{• ��.. .. 1 � i!i - 1(+•, :4 1. =,... �. .-t.' .r l i� �`ir /t:1:1 �!,�. "�`iiilj �.:+' +i. i+�.. �j' .i'f�•i: .+.• �. � �r .. �l,l�r .1'� +. 1'.lf�if .. 1'ijl i -r,• 1• I'i: :I� !!f +. ai. ! jP A W - 100L... II ., •i (,' t + � � ...,'c. i i, � .'.! .i ...-,•Ii. ` �r •:1�- ! ..��!� !. 1 •' !: I �, 1 -l. - •J j' +'ft!'^ r ..! .. ''. ••t ,'. . { ' .. �.. �• � ....,� .�.. i•, , j'. f.-^i�i<. �»1. �'.- �i _�i - li.- ��1�r�i.y►1.. !!.' � , ..i ..ii .> .! 7 ' �, � 1. f:i" - � i i`'l ..1 r f� t �i�r: i �;• ., 1 i t.. r 1'. 1 :f,, a: �: Mr. James Moore November 4, 2021 Page 2 Thank you for considering our request. Please contact me at (704) 517-8771 or at andrew.decristofaro na.charlottenc.gov if you would like to discuss this request in further detail. Respectfully, Andrew DeCristofaro Water Quality Program Specialist Charlotte -Mecklenburg Stormwater Services City of Charlotte RECEIVED NCDEQ Division of Energy, Mineral and Land Resources Stormwater Discharge Monitoring Report (DMR) Form for NCGO80000 Transit and Transportation Click here for instructions NOV I 12021 OFi,J,- DL'-iLR L �tion Office Complete, sign, scan and submit the DMR via the Stormwater NPDES Permit Data Monitoring Report (DMR) Upload form within 30 days of receiving sampling results. Mail the original, signed hard copy of the DMR to the appropriate DEMLR Regional Office. Certificate of Coverage No. NCG08 0840 Person Collecting Samples: Jennifer Lawrence Facility Name: City of Charlotte Heavy Equip ment Shop Laboratory Name: Charlotte -Mecklenburg Laboratory Services Facility County: Mecklenburg I Laboratory Cert. No.: 192 Discharge during this period: ❑ Yes [D No (!f no, skip to signature and date) Has your facility implemented mandatory Tier response actions this sample period for any benchmark exceedances? ❑ Yes ❑ No If so, which Tier (1, II, or III)? Acopy ofthis DMR has been uploaded electronically via https://edocs.deg.nc.Rov/Forms/SW-DMR Yes ❑ No Date Uploaded: )1 9 /"2i1 Part A: Vehicle & Equipment Maintenance Areas —Benchmarks in (Red) Parameter Code Parameter Outfall002 Outfall Outfall Outfall Outfall N/A Receiving Stream Class N/A Date Sample Collected MM/DD/YYYY 46529 24-Hour Rainfall in inches C0530 TS5 in mg/L(100 or 50') 00552 Non -Polar Oil & Grease in mg/L (15) 00400 pH in standard units (6.0-9.0) NCOIL Estimated New Motor/Hydraulic Oil Usage in gal/month Part B: Oil/Water Separators and Secondary Containments Areas at Bulk Stations & Terminals — Benchmarks in (Red) Parameter Code Parameter Outfall Outfall Outfall Outfall Outfall N/A Receiving Stream Class N/A Date Sample Collected MM/DD/YYYY 46529 24-Hour Rainfall in inches C0530 TSS in mg/L(100 or 50`) 00552 Non -Polar Oil & Grease in mg/L (15) 00400 pH in standard units (6.0 —9.0) * Outfalis to Outstanding Resource Waters (Cli High Quality Waters (HQW), Trout Waters (Tr) and Primary Nursery Areas (PNA) have a benchmark TS5 limit of 50 mg/L. All other water classifications have a benchmark of 100 mg/L Notes (optional): Monthly monitoring date for October 2021. Rainfall measurements coilected from USGS Rain Gage CRN-56 "I certify by my signature below, 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." Permittee or Delegated Authorized Individual 11-09-2021 Date Email Address craig.miller@chadottenc.gov Phone Number 704-336-7605