Loading...
HomeMy WebLinkAboutNCS000329_MRO Copy MONITORING REPORT_202105131& CAE'/VEFt) May 10, 2021 Ada I �- 14o; OtQ RtllEMt_Ron Y 0ec glo,-,at OfficF Division of Energy Mineral and Land Resources Attn: Central Files 1617 Mail Service Center Raleigh, NC 27699-1617 Central Files: Tier 2 Monthly Monitoring -April 2021 lATI P.O. Box 5030 2020 Ashcraft Avenue Monroe, NC 28111-5030 Phone: (704) 289-4511 Fax: (704)290-5194 Email: mike.mcmanusOatimetals.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. Sincerely, 2 Michael McMan EHS Coordinator -OATI specialty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date: Sample Time: Sample Location: e),,4 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/I) TSS 100 BOD 30 COD 1,7 0 120 Cadmium 0.003 Chromium 0.905 Total Calcium 915 Total Copper 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 -'"I Specialty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Q (Tot., cfs) _ (A x inches rain/12 inches/ft. x 69 acres x .66) + (.9 x inches rain/12 inches/ft. x 69 x .34) Q (Total, cfs) = 1.15180 x (Inches of rain) + 1.7595 x (Inches of rain) cfs Rev. 01 Date of Rev.: 1/22/2020 �I Specialty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date: Sample Time: lg�y Sample Location: - Stormwater Discharge Outfall # 02 (Non- o Commingled) 0 Drainage Area= 212,952 sq. ft. = 4.9 Acres Impervious= 12% �� o 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 30 COD 120 Cadmium , ^ , • 7-2, 0.003 Chromium 0.905 Total Calcium 915 Total Copper 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 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 riAt,�%'I spociiilty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Q (Total, cfs) = 0.1437 x (Inches of rain) + 0.0441 x (Inches of rain) cfs Rev. 01 Date of Rev.: 1/22/2020 �"�I Spucialt' Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Sample Date: Sample Time:��� Sample Location: - Stormwater Discharge Outfall # 03 (Non- Commingled) 7o d00% 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/I) Benchmark Values (mg/1) TSS 100 BOD 30 COD 120 Cadmium 0.003 Chromium 0.905 Total Calcium % 915 Total Copper 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) = (.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 �,�%I Specialty Materials ATI (Allvac) — Bakers Campus (BNO) Stormwater Monitoring Report Form Q (Total, cfs) = 0.2210 x (Inches of rain) + 0.0878 x (Inches of rain) cfs Rev. 01 Date of Rev.: 1/22/2020 LO 00 N O ti e :,.� F NED DENR-DEMLR ,and C un iry ,e tion i office �ll _I Y N Y Co N M O O O L d O E 0 z E a - FI 1 �y i C a\ 5. � L �r ca Cr E N Cl) ��� (n U) CO ee 000 Oz Comm 0 0 E w 0 0 n s L E on 3 N L O ®O 3= � d 'O C vol E 4. d C7 c 2 •eC+ •� � oC O CC C r-. o u o C. � C7 p O . 6� L u O 0 CA CU E w oz N U s- O b � cCC J � � O � N U o U U t �w0 Y ) C . �L1Q OOC2