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HomeMy WebLinkAboutNCS000329_Tier 2 Monitoirng Report_20220720RECEIVE, AT I JUL 2 0, &2 July 14, 2022 P.O. Box 5030 DENR-DEfv1LR 2020 Ashcraft Avenue Land Quality Section MooresvlAe Regional Office Monroe, NC 28111-5030 Division of Energy Mineral and Land Resources Phone: (704) 289-4511 Fax: (704) 290-5194 Attn: Central Files Email: mike.mcmanus@atimetals.com 1617 Mail Service Center Raleigh, NC 27699-1617 Central Files: Tier 2 Monthly Monitoring- June 2022 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 x3 800. Thank you. Sincerely, Michael McManus EHS Coordinator -*ATI Specialty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date: _/ , .e Z �7uu 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 r 0 a�a �4 4 es��e Gd `UF o�� Results of Sample Analysis: 9io� ec � Parameter Results (mg/1) Benchmark Values; mg/I) TSS 100 BOD 30 COD f. ter• 120 Cadmium 0.003 Chromium 0.905 Total Calcium 915 Total Copper f / 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: Duration of time preceding rain event exceeding 0.1": Estimated Flow Calculation: Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) (Hrs.) Inches of Rainfall: (Hrs.) Rev. 01 Date of Rev.: 1/22/2020 OZOZ/ZZ/T :'naU 10 ale(] TO 'nail sp (ulea jo sayaul) x S6SL'T + (idea Jo sayoul) x OSTST'T = (SP `le}ol) b (tiE' x 69 x '4/sayaul ZT/idea sayaul x 6') + (99' x saaae 69 x •:}/sayaul ZT/idea sayaul x t") _ (sp `10i) b wao� ljo ab ula01luoW aatemwJOIS (ONO) sndweD saajeO — (Denllb) I I V SleualeW Hietaads ilvo OATI Specialty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date:. % sn /7�, .2 l 2uya 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: P Analytical Techniques and Methods: 40 CFR Part 136 0 °7 :' V Results of Sample Analysis: Parameter Results (mg/1) Benchmark Values /I) TSS 100 BOD 30 COD 120 Cadmium 0.003 Chromium 0.905 Total Calcium 915 Total Copper Fl 0.01 Total Nickel 0.335 Total Zinc 0.126 pH (std units) 6-9 Temperature Deg. Celsius Storm Date: Storm Duration: (Hrs.) Duration of time preceding rain event exceeding 0.1": Estimated Flow Calculation: Inches of Rainfall: (Hrs.) Q=CIA Q (Total) = Q (Pervious Area) + Q (Impervious Area) Q (Tot., cfs) = (A 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 .'nab Jo ale(] TO 'nab Sp (idea 10 Sopu1) X T17b0'0 + (idea 10 Sag3UI) X L£bT'0 = (Sj:) `lelol) b Wjoj :po ad UIJOIluoW aalemwJOIS (ONO) sndwe:) SJajeO — (:)e^II`d) Ilb sleualeW A41elaadS ilvo -OATI Specialty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date: Sample Time: Sample Location: 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 O yo re (Y QGa /OFMC -g� e Re y S��R Results of Sample Analysis: 9o�aio Parameter Results (mg/1) Benchmark Values (mg/1) TSS 100 BO D 30 COD 120 Cadmium p 0.003 Chromium 0.905 Total Calcium Al 915 Total Copper f 0.01 Total Nickel 0.335 Total Zinc 0.126 pH (std units) 6-9 Temperature Deg. Celsius Storm Date: Storm Duration: Duration of time preceding rain event exceeding 0.1": Estimated Flow Calculation: (Hrs.) Inches of Rainfall: (Hrs.) 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 7 OZOZ/ZZ/T :'naU 10 ale(] TO 'nab{ Sp (ulea jo say:)ui) X SLSO'O + (uleJ Jo sayaul) X OTZZ'0 = (sja `lelol) io wjoj :po ad upojluoA ialemwiols (ONO) sndweD SJ@jeO — (MAJIV) I_LV slepoleW fileloadS 1TV-0 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.) r; _�!z` op COUNTY Union L �Co o° PHONE NO. 7( 04 ) 289-4511 CV � m w a SIGNATURE OF PERMITTEE OR DESIGNEE o� o REQUIRED ON PAGE 2. 0 0 Outfall No. Date Sample Collected 50050 Total Flow if a Total Rainfall mo/dd/ r MG inches BNO SW01 Did not meet Criteria of 72 hours between rainfall, no flow BNO SW02 Did not meet Criteria of 72 hours between rainfall, no flow BNO SW03 Did not meet Criteria of 72 hours between rainfall, no flow Does this facility perform Vehicle Maintenance Activities using more than 55 gallons of new motor oil per month? Oyes ono (if yes, complete Part B) D....+ R. Vah:..la M:n+a-nnna Anfivif , Mnnifnrina Ranniremenk 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 /l mg/1 unit gallmo Form SWU-247, last revised 611212015 Page 1 of 2 a� U o ix o d C4S •� .d CIna sn„ O �. v-..� .� •qJD o0� .� a a co y � ro � �•► d bQ e PC d � .0 y b cc cg cc rz Cc L 4� � ��,c,�o 4.4 rA " y 7E .a w PC o o �' CA ..vW � A � I -a ow 0 CA a� U o .as 0 o .ate Cc d .� a.°� r PC d 14 0 cc O N ri �t cc a