Department of Energy National Nuclear Security Administration

Kansas City Field Office 14520 Botts Road

Kansas City, MO 64147

File No: 1010C5a

Mr. Mitchell Roberts, Director Attn.: Jesse Cochran Kansas City Regional Office

October 20, 2017

Missouri Department of Natural Resources 500 Northeast Colbern Road Lee's Summit, Missouri 64086-4710

Mr. Roberts:

Enclosed is the quarterly discharge monitoring report required under Missouri State Operating Permit (MSOP) #0004863 for the U.S. Department of Energy's Kansas City Plant. Data summary tables for each of the four regulated outfalls are attached. Table 1 provides monthly rainfall and flow data for the quarter.

There were no permit non-compliance events during the reporting period.

If you have any questions or require additional information please call me at (816) 488-3417.

Enclosures

cc w/enclosures D. Dicks, Permits Section, MDNR

cc w/enclosures (electronic via email)

Sincerely,

EHS Manager Office of Operations

R. Franson, Federal Facilities Section, MDNR M. E. Stites, FM& T, D/SEl

National Security Campus

Managed by Honeywell

Date: October 18, 2017

National Security Campus

14520 Botts Road Kansas City, MO 64147 816.488.2000 www.kcp.com

To: S. N. Chandler, EHS Manager, NNSA-KCFO

From: P. J. Scheuer, D/S 10

RE: Missouri State Operating Permit Quarterly Report

MEMO

Reference: Missouri State Operating Permit (MSOP) M0-0004863, U.S. Department of Energy,

Kansas City Plant, Kansas City, MO

Please find attached permit reporting information required by the referenced permit. Please sign and date the forms which summarize quarterly permit compliance data for each of the four regulated outfalls. Table 1 provides monthly rainfall and flow data for the quarter.

There were no permit non-compliance events during the reporting period. Attachment 1 provides an annual data summary of results from the four regulated outfalls.

Pursuant to permit reporting requirements please submit the attached information in support of the above requirements no later than October 28, 2017 to the following MDNR offices:

Mitchell Roberts, Director Attn: Jesse Cochran Missouri Department of Natural Resources Kansas City Regional Office 500 Northeast Colbem Road Lee's Summit, MO 64086-4710

If you have any questions or require additional information, please contact Mike Stites at extension 7192.

P. J. Scheuer, Manager Senior, HS&E

PJS/MES:wp

National Nuclear Security Administration

The Department of Energy s National Security Campus is operated and managed by Honeywell Federal Manufacturing & Technologies, LLC under contract number DE·NA0000622

U.S. DOE-KCP JULY -SEPTEMBER Quarterly Report

Quarterly Report (reporting period January- March 2017) MSOP Report Issues Update

Outfall 002 PCB Corrective Actions Base Flow Diversion The base flow diversion system has been fully operational since March 7, 2005. The system is effectively capturing base flows with only rain event flow being discharged. During this reporting period samples from Outfall 002 were collected on 9 out of 13 weeks during the reporting period. During weeks samples were not collected there was insufficient rainfall run off to bypass the base flow diversion system resulting in no discharge for the week.

Facility Status Operations formerly housed at the Kansas City Plan (KCP) have been transferred to the Kansas City-National Security Campus (KC-NSC). As such, manufacturing operations are no longer occurring at the KCP. The majority of equipment has been transferred to the NSC-KC and/ or excessed. Maintenance personnel are still stationed at the KCP to ensure building infrastructure systems remain operational. Materials stored at the KCP are limited to relatively small volumes of fuel oil to power existing back-up generators and chemical additives used in groundwater treatment system operations. The DOE plans to transfer the KCP to a private developer during 2017.

QT=Total Flow Rate w1thm Basin Stonn Water System (MGD)

QT=Vr+Bf+Ig

V, = Runoff Volume (MG) V, = 0.027152*(k)*(IT)*(A) 0.027152 = Unit Conversion k = Runoff Coefficient IT= Rainfall (inches)

A= Tributary Arca (acres) Bf= Base Flow Estimate (MGD)

Br= Assumed Constant and Same for Each Basin

Outfall

Bf=

Bf=

ODIS IO

0.0144

001 002

10 0

0.0144 0

003 20

0.0188

Ig= Groundwater Infilatration Assumed to be Zero (0)

Area, A (Acres)

Basin Paved Unpaved Roof TotalAcid Lot 15.26 0.06 11.63 26.95

001S 18.06 0.88 13.77 31.71 001 25.93 45.93 8.43 110.29 002 11.68 5.07 20.8 37.55 003 10.48 6.25 25.72 42.45004 14.14 0.46 4.95 19.55

Total 95.55 58.65 85.3 139.5

TABLE 1 JULY 2017 Rainfall and Flow Calculations

004 15

0.01/6

Dry

0.802

0.9

0.437 0.816 0.78

0.841

RESULT

Outfall

001S

001

002 003 004

Units gpm

MGD

Average QT

(MGD)

0.250 0.377 0.253 0.303 0.153

Gallons per M mute Million Gallons per Day

Runoff Coefficient, k Moderate Wet Used

0.802 0.803 0.1102 0.906 0.914 0.906

0.568 0.727 0.568 0.847 0.885 0.847

0.813 0.853 0.813 0.846 0.852 0.846

K unolT Vol ume, Vr Total Flow, QT Rainfall (MG ) (MGD)

(IT) Basin Basin Dav (inches) OOlS 001 002 003 004 ODIS 001 002

1 0 .00 0 0 0 0 0 0.0144 0.01 44 0 2 0 .00 0 0 0 0 0 0.0144 0.0144 0 3 0 .00 0 0 0 0 0 0.0144 0.0144 0 4 0.64 0.5149802 0.792486 0.5526818 0.59972208 0.287408 0.52938021 0.806886 0.5526818 5 0 .00 0 0 0 0 0 0.0144 0.0144 0 6 0 .00 0 0 0 0 0 0.0144 0.0144 0 7 0 .00 0 0 0 0 0 0.0144 0.0144 0 8 0.00 0 0 0 0 0 0.0144 0.0144 0 9 0 .00 0 0 0 0 0 0.0144 0.0144 0

10 0 .00 0 0 0 0 0 0.0144 0.0144 0 11 0.00 0 0 0 0 0 0.0144 0.0144 0 12 0 .00 0 0 0 0 0 0.0144 0.0144 0 13 1.32 1.0621467 1.6345024 1.1399062 1.23692679 0.5927791 1.07654668 1.6489024 1.1399062 14 0 .00 0 0 0 0 0 0.0144 0.0144 0 15 0 .00 0 0 0 0 0 0.0144 0.0144 0 16 0.00 0 0 0 0 0 0.0144 0.0144 0 17 0 .00 0 0 0 0 0 0.0144 0.0144 0 18 0 .00 0 0 0 0 0 0.0144 0.0144 0 19 0 .00 0 0 0 0 0 0.0144 0.0144 0 20 0 .00 0 0 0 0 0 0.0144 0.0144 0 21 0 .00 0 0 0 0 0 0.0144 0.01 44 0 22 2.28 1.834617 2.8232313 1.9689289 2.13650991 1.0238912 1.849017 2.8376313 1.9689289 23 0 .08 0.0643725 0.0990607 0.0690852 0.07496526 0.035926 0.07877253 0.1134607 0.0690852 24 0.00 0 0 0 0 0 0.0144 0.0144 0 25 0 .00 0 0 0 0 0 0.0144 0.0144 0 26 0 .92 0.7402841 1.1391986 0.7944801 0.86210049 0.4131491 0.75468405 1.1535986 0.7944801 27 3.84 3.0898813 4.7549159 3.3160907 3.59833248 1.7244483 3.10428127 4.7693159 3.3160907 28 0.00 0 0 0 0 0 0.0144 0.0144 0 29 0 .00 0 0 0 0 0 0.0144 0.0144 0 30 0 .00 0 0 0 0 0 0.0144 0.0144 0 31 0 .00 0 0 0 0 0 0.0144 0.0144 0

Total (MG) 7.31 11.24 7.84 8.51 4.08 7.75 11.69 7.84

Anverage (MGD) 0.236 0.363 0.253 0.274 0.132 0.250 0.377 0.253

003 004 TOTAL 0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.6285221 0.309008 2.8264781 0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792 1.2657268 0.6143791 5.745461 I

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

2.1653099 1.0454912 9.8663783 0. !037653 0.057526 0.4226098

0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

0.8909005 0.4347491 4.0284123

3.6271325 1.7460483 16.562869

0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

9.40 4.75 Month 41.432

0.303 0.153 Day 1.337

QT=Total Flow Rate within Basin Stonn Water System (MGD)

QT=V, + Bf+ Ig

V, = Runoff Volume (MG)

V, = 0.027152*(k)*(IT)*(A)

0.027152 = Unit Conversion k = Runoff Coefficient IT= Rainfall (inches)

A = Tributary Area (acres) Bf= Base Flow Estimate (MGD)

Bf= Assumed Constant and Same for Each Basin

Outfall

Bf= Br=

ODIS 10

0.0144

001 002 IO 0

0.0144 0

003 20 0.0188

11 = Groundwater Infilatration Assumed to be Zero (0)

Area, A (Acres)

Basin Paved Unpaved Roof Total Acid Lot 15.26 0.06 11.63 16.95

ODIS 18.06 0.88 13.77 31.71 001 25.93 45.93 8.43 80.29 002 11.68 5.07 20.8 37.55 003 10.48 6.25 25.72 41.45 004 14.14 0.46 4.95 19.55

Total 95.55 58.65 85.3 239.5

TABLE 1 August 2017 Rainfall and Flow Calculations

004 15

0.0216

Dry 0.802

0.9

0.437 0.816 0.78

0.841

RESULT

Outfall

OOIS 001 002 003 004

Units gpm

MGD

Average QT (MGD)

0.335 0.508

Oi3

TABLE 1 SEPTEMBER 2017 Rainfall and Flow Calculations

QT= Total Flow Rate w1llun Basin Storm Water System (MGD)

QT=Vr+Bf+Ig

V, = Runoff Volume (MG)

V, = 0.027152*(k)*(IT)*(A) 0.027152 = Unil Conversion k = Runoff Coefficient IT= Rainfall (inches)

A= Tributary Area (acres)

Bf= Base Flow Eslirnale (MGD)

Br= Assumed Constant and Same for Each Dasm

Outfall

Bf= Br=

OOJS JO

0.0144

001 002

JO 0 0.0144 0

003 20

0.0288

Ig = Groundwater Infilatration Assumed 10 be Zero (0)

Area, A (Acres)

Basin Paved Unpaved Roof Total Acid Loi 15.26 0.06 I 1.63 26.95

OOJS 18.06 0.88 13.77 32.71 001 25.93 45.93 8.43 80.29 002 I 1.68 5.07 20.8 37.55 003 10.48 6.25 25.72 42.45 004 14. 14 0.46 4.95 19.55

Total 95.55 58.65 85.3 239.5

004 15

0.0216

Dry

0.802 0.9

0.437 0.816

0.78 0.841

KunolT Volume, Vr

Rainfall (MG ) (IT) Basin

Dav (inches) OOJS 001 002 003 I 0 .00 0 0 0 0 2 0 .00 0 0 0 0

3 0 .00 0 0 0 0 4 0 .00 0 0 0 0 5 0 .00 0 0 0 0 6 0 .00 0 0 0 0

7 0.00 0 0 0 0 8 0.00 0 0 0 0 9 0.00 0 0 0 0

JO 0 .00 0 0 0 0 II 0 .00 0 0 0 0 12 0.00 0 0 0 0 13 0 .00 0 0 0 0 14 0.00 0 0 0 0 15 0 .00 0 0 0 0 16 0.00 0 0 0 0 17 1.36 1.0943329 1.6840327 1.1744488 1.27440942 18 0.20 0.1609313 0.2476519 0.1727131 0.18741315 19 0.00 0 0 0 0

20 0.00 0 0 0 0 21 0 .00 0 0 0 0 22 0.00 0 0 0 0 23 0.00 0 0 0 0 24 0 .00 0 0 0 0 25 0.00 0 0 0 0 26 0.28 0.2253038 0.3467126 0.2417983 0.26237841 27 0.04 0.0321863 0.0495304 0.0345426 0.03748263 28 0.00 0 0 0 0 29 0.00 0 0 0 0 30 0 .00 0 0 0 0

Total (MG) 1.51 2.33 1.62 1.76

Anverage (MGD) 0.050 0.078 0.054 0.059

RESULT

Outfall

OOIS

001 002 003 004

Units gpm

MGD

Average QT(MGD)

0.065

0.092 0.053 0.088 0.050

Gallons per Minute

Mtlhon Gallons per Day

Runoff Coefficient, k Moderate Wet Used

0.802 0.803 0.802 0.906 0.914 0.906 0.568 0.727 0.568 0.847 0.885 0.847 0.813 0.853 0.813 0.846 0.852 0.846

Total Flow, QT

(MGD) Basin

004 OOIS 001 002

0 0.0144 0.0144 0

0 0.0144 0.0144 0

0 0.0144 0.0144 0

0 0.0144 0.0144 0 0 0.0144 0.0144 0

0 0.0144 0.0144 0

0 0.0144 0.0144 0 0 0.0144 0.0144 0 0 0.0144 0.0144 0

0 0.0144 0.0144 0

0 0.0144 0.0144 0

0 0.0144 0.0144 0 0 0.0144 0.0144 0

0 0.0144 0.0144 0

0 0.0144 0.0144 0

0 0.0144 0.0144 0 0.6107421 1.10873295 1.6984327 I.I 744488

0.089815 0.17533132 0.2620519 0.1727131

0 0.0144 0.0144 0

0 0.0144 0.0144 0

0 0.0144 0.0144 0 0 0.0144 0.0144 0 0 0.0144 0.0144 0

0 0.0144 0.0144 0 0 0.0144 0.0144 0

0.125741 0.23970384 0.3611126 0.2417983

0.017963 0.04658626 0.0639304 0

0 0.0144 0.0144 0 0 0.01 44 0.0144 0

0 0.0144 0.0144 0

0.84 1.94 2.76 1.59

0.028 0.065 0.092 0.053

003 004 TOTAL 0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792 0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

0.0288 0.0216 0.0792 1.3032094 0.6323421 5.917166

0.2162132 0.1 I 1415 0.9377244

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792 0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

0.0288 0.0216 0.0792

0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

0.2911784 0.147341 1.2811342

0.0662826 0.039563 0.2163623 0.0288 0.0216 0.0792

0.0288 0.0216 0.0792 0.0288 0.0216 0.0792

2.63 1.49 Month J0.412

0.088 0.050 Day 0.347

I I I I I I I I I I I I I I I I MISSOURI DEPARTMENT OF NATURAL RESOURCES I I I I I I Division of Environmental Quality I I I I I I NPDES MONITORING REPORT FOR NON-MUNICIPAL WASTEWATER DISCHARGES I I I I I I

' ' I I I I I FACILITY NAME I I I I I I PERMIT NUMBER I I lcoUNTY lowNER I TYPE OF FACILITY I I I I I U.S. Department of Enerav Kansas Citv Plant I I I M0-0004863 I I I Jackson U.S. DOE ! I Industrial I I I I I

I I I I I I I I I I I I I I I I I I I REQUIRED FREQUENCY OF MONITORING: I I I THIS REPORT COVERS THE PERIOD - I !July 1 - September 30, 2017 I I I I I I weekly, monthly, quarterly I I I I I I I I I I I I I I I I I

I I I I I I I I I I RESULTS FOR OUTFALL 001 I I I I I I I I I I I I I I I I I I I I I

I I I DATES SAMPLED I 7/5-6/17 I 7/11-12/17 I 7/18-19/17 7/25-26/17 I 8/1-2/17 8/8-9/2011 I 8/15-16/17 I 8/24-25/17 8/29-30/17 I 9/5-6/17 I 9/12-13/1719/19-20/17 ;9/26-27/2017 I I I TIME OF DAY SAMPLED I I 13:25 I 12:47 I 13:13 13:14 I 12:48 14:31 I 10:09 15:38 14:29 I 14:06 I 11 :09 13:14 I 12:20 I I I ·I I COLLECTED BY I LGR I BLG I LGR LGR I BLG LGR LGR I BLG I LGR I LGR I LGR I LGR I LGR I I

DATES OF ANALYSES I I I 7/5-15/17 I 1111-21117 17/18-8/2/17 17/25-8/2/17 1 8/1-11/17 8/8-2212011 I 8/15-22/17 I 8/24-9/7/17 8/29-9/7/17 I 9/5-15/17 9/12-27/17 9/19-10/2/17 9/26-10/10/17 I EEffluent Limitations I I I I

I I I I I I I EPA

Monthly I I I

I I I I I Analytical

PARAMETERS MDL Daily Max Avg Units I Method Comments Rainfall (daily) n/a I 24 - hr I inches I See Table 1 I na

weekly flow (avg monthly total gpd) I n/a estimate . . mgd See Table 1 I

I I I I I polychlorinated biphenyls 0.53 Grab 0.5 ug/L 0.5 ug/L ug/L < < < < < < < < < < I < < < 8082 pH n/a I Grab I 6.5-9 I SU I 7.9 I 8.1 I 7.9 8.1 I 8.1 7.9 7.9 7.7 7.9 I 7.9 I 7.9 7.9 7.6 I n/a I pH

monthlv settleable solids 0.2 Grab 1.5 mUUhr 1.0 mUUhr mUUhr l < I I I < I < I I SM 2540F I total suspended solids I 5 Grab I . I . mg/L I < I I I I < I I I I < I I I SM 25400 I Oil & Grease 51 Grab 15 mg/L O 10 mg/L mg/L I < I I I < I < I I 1664A I - _quarterlv Aluminum, total recoverable 75 1 Grab . I . ug/L 114 I I I 200.7 I Chromium+6 I 10 Grab I . I . ug/L I < I I I I I I I I 7196 I Trichloroethylene I 11 Grab I . I . ug/L I I I I I I I I I 624 Low < I 1,2-Dichloroethylene I 11 Grab I . I . I ug/L I 3.2 I I I I I I 624 Low Vinyl Chloride I 11 Grab I . I . I ug/L I < I I I I I I I I 624 Low I hardness I 0.5 1 Grab I . I . I mg/L I 368 I I I I I I I I I I 200.7

I I I I I I I I I I I I I I I I I ANALYSES PERFORMED BY: Pace Analytical Services, Inc. Lenexa, KS I I I I I I I I I I I I I I

I I I I I I I I I I I I I I I I I I I I I I I I I I I I !Signature of Analyst: hard copy reports maintained in facility file with analysts initials. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

* Monitor only requirement. Note 1 - pH is measured in pH units and is not averaged. The pH is limited to the range of 6.5 to 9.0 pH units. w = weekly; m = monthly; q = quarterly; pc = Post Closure Permit requirement. Grab samples collected on the first day of Dates Sampled. PCB composite collected on 2nd date.

REPORT APPROVED BY OWNER: DATE: 1 0/18/17 -

MISSOURI DEPARTMENT OF NATURAL RESOURCES I Division of Environmental Quality I

I NPDES MONITORING REPORT FOR NON-MUNICIPAL WASTEWATER DISCHARGES I ' FACILITY NAME I I I I I I I I I I I PERMIT NUMBER I I I I I I

U.S. Department of Energy Kansas City Plant I I I I I I I I M0-0004863 I I I I !COUNTY !OWNER I I I I I I I I I I I I I I I I !Jackson IU.S. DOE

REQUIRED FREQUENCY OF MONITORING: I I I I I I I I I THIS REPORT COVERS THE PERIOD - I July 1 - September 30, 2017 I I I I weeklv, monthlv, quarterly I I I I I I I I I I I I I I I I I

I I I I I I I I I RESULTS FOR OUTFALL 002 I I I I I I I I I I I I I I I I I I I I I I I I I I I I DATES SAMPLED I I 7/4/2017 I 7/13/2017 I 7/22/2017 I 8/5/2017 I 8/9/2017 I 8/15-16/17 8/21/2017 I 8/27/2017 I I 9/16/2017 I I I I I I TIME OF DAY SAMPLED I I 8:34 I I 12:25 10:09 I 18:16 I 6:59 11:38 I 13:13 I I 17:45 I I I I I I I COLLECTED BY I I LGR I BLG I LGR I BLG I LGR I LGR LGR I LGR I I LGR I I I I I DATES OF ANALYSES 7/4-15/2017 I 7/13-21/2017 7/22-8/2/2017 8/5-15/2017 8/9-2212011 8/15-16/17-29 8/21-29/2017 I 8/27-9/7/2011 9/16-10/2/2017 --I

Effluent Limitations I I I I T -

I

I I MDL Monthly Avg I I I I EPA Analytical PARAMETERS Daily Max Units I Method Comments Rainfall (daily) n/a 24- hr inches I I I na

weeklv flow (avg monthly total gpd) I n/a estimate . . mgd See Table 1 polychlorinated biphenyls I o.53 I Grab I 0.5 ug/L I 0.5 ug/L I ug/L I < I < I < I I < I < I < I < I I < I I I I 8082 I pH n/a Grab 6.5-9 su 7 I 7.4 I 7.1 I 7.6 7.1 7 7.1 7.3 I 6.7 n/a

monthly settleable solids I 0.2 Grab 1.5 mUUhr 1.0 mUUhr mUL/hr < I I I < I SM 2540F total suspended solids I 5 I Grab I . I . I mg/L I 8.2 I I I 27 I I I I I I I I SM 2540D I Oil & Grease 5 Grab I 15 mg/L 10mg/L mg/L I < I I I < I I I I 1664A I

auarterfv Aluminum, total recoverable I 75 Grab . I . ug/L I 272 I I I I I I I 200.7 I Chromium•• I 10 Grab I . I . ug/L I < I I I I I I I I I I 7196 I Trichloroethylene 1 Grab . . ug/L < I I I 1 I 624 Low I 1,2-Dichloroethylene I 1 Grab I . I . ug/L I < I I I I I I I I I I I I 624 Low I Vinyl Chloride 1 Grab . . I ug/L < I I I 624 Low hardness 0.5 Grab . I . mg/L 16 I I I L I 200.7

Post Closure Permit Requirements T DATES SAMPLED I 7/6/2017 I 7/18/2017 I I I 8/11/2017 15/201708/16/2017 I 9/7/2017 9/12/2017

Samples are not collected I TIME OF DAY SAMPLED I 13:40 13:40 I I 14:09 12:15 I 12:45 11:30 I at the NPDES compliance I SAMPLES COLLECTED BY I I LGR I LGR I I LGR I LGR I I LGR I LGR I I I I point I I DATES OF ANALYSES I 7/11-15/2017 I 7/20-21 /2017 I I I 8/15-2212011 I 8/18-2212011 I I I 9/8-15/2017 I 9/13-15/2017 I I I I

I I I I I I I I I I I I I I I PCBs (flap gate) I 0.5 1 Grab I .. I .. I ug/L I < I < I I I < I < I I I < I < I I I I 8082 I Trichloroethylene 1.21 Grab I .. I .. I ug/L I < I < I I I < I < I I I < I < I I I I 624 Low I 1,2-Dichloroethylene I 0.5 1 Grab I .. I .. I ug/L I < I < I I < I < I I I < I < I I I 624 Low I Vinyl Chloride I 1.81 Grab I .. I .. I ug/L I < I < I I < I < I I < I < I I I 624 Low I PCB in sediments 01 I .. I .. I I ... I . .. I I ... I ... I I ... I . .. I I I I I ANALYSES PERFORMED BY: Pace Analytical Services, Inc. Lenexa, KS I I I I I I I I I I I I I

I I I I I I I I I I I I I I I I I I

• Monitor only requirement. . **Monitored at the flap gate as required by MDNR Hazardous Waste Program under the KCP's RCRA Part B Post Closure Permit. No Permit limit.

***Insufficient sediment for analysis. Note 1 - pH is measured in pH units and is not averaged. The pH is limited to the range of 6.5 to 9.0 pH units. w = weekly; m = monthly; q = quarterly; pc = Post Closure Permit requirement. Grab samples collected on the first day of Dates Sampled. PCB composite collected on 2nd date. J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.

REPORT APPROVED BY OWNER: DATE: 10/18/17

I I I I I I I I I I I I I I I I I MISSOURI DEPARTMENT OF NATURAL RESOURCES I I I I I I I I Division of Environmental Quality I I I

I I I I I I I I I I I I I I I I I I I I I I I I I I

FACILITY NAME I I I I I PERMIT NUMBER I I !COUNTY OWNER I JTYPE OF FACILITY I I I I I I U.S. Department of Energy Kansas City Plant I I I M0-0004863 I I !Jackson U.S. DOE I Industrial I I I I I I I

I I I I I I I I I I I I I I I I I I REQUIRED FREQUENCY OF MONITORING: I I I THIS REPORT COVERS THE PERIOD - July 1 - September 30, 2017 I I I I I I I I weekly, monthly, quarterly I I I I I I I I I I I I I I I I I I I I I

I I I I I I I I I !RESULTS FOR OUTFALL 003 I I I I I I I I I I I I I I I I I I I I I I I I I I

!DATES SAMPLED I I 7/5-6/17 I 7/11-12/17 7/18-19/17 I 7/25-26/17 I 8/1-2/17 8/8-9/2017 8/15-16/17 I 8/24-25/17 I 8/29-30/17 I 9/5-6/17 I 9/12-12/17 9/19-20/17 9/26-27/2017 I I I TIME OF DAY SAMPLED I I 12:49 I 13:08 I 12:46 I 12:51 13:48 14:15 I 10:55 I 14:23 I 13:33 I 13:42 I 10:47 I 12:44 I 12:01 I I I

I COLLECTED BY LGR I BLG LGR LGR BLG LGR LGR BLG LGR LGR LGR LGR LGR I I I I i DATES OF ANALYSES 7/5-15/17 7/11-21/17 7 /18-8/2/17 7/25-8/2/17 8/1-11/17 I 42969 8/15-22/17 8/24-9/7/17 J 8/29-9/7/11 I 9/5-15/17 I 9/12-27/17 9/19-1 0/2/17 9/26-10110111

EEffluent Limitations

I I I I I EPA Monthly Analytical

Comments I PARAMETERS MDL Daily Max Avg Units I I Method Rainfall (daily) n/a 24 - hr inches I See Table 1 na

weekly flow (avg monthly total gpd) n/a estimate . . mgd See Table 1 polychlorinated biphenyls I o.53 Grab I I 0.5 ug/L I ug/L I < < I < < < < I < I < I < I < I < I < < I 8082 I I pH n!a Grab I I SU I 7.7 I 7.8 I 7.6 I 7.8 I 8 7.4 I 7.6 7.6 7.6 7.5 I 7.5 I 7.6 I 7.4 I n/a I

monthlv settleable solids 0.2 Grab 1.5 mL/L/h 1.0 mL/L/hr mL/L/hr < I I < < I I I I SM 2540F J total suspended solids I 5 I Grab I I . I mg/L I < I I 22.4 I I 9.3 I I I I SM 2540D Oil & Grease I 5 I Grab I 15 mg/L 10 mg/L I mg/L I < I I I I < < I I I I 1664A I

guarterfy Aluminum, total recoverable I 75 Grab . , ug/L I 120 I I I I I I I I 200.7 I Chromium.s I 10 I Grab I I . I ug/L I < I I I I I I I I I I 7196 I I Trichloroethylene 1 Grab . ug/L < I I I I 624 Low I

I I . I ug/L I I I I I - 624 Low 1,2-Dichloroethylene 1 Grab < Vinyl Chloride 1 I Grab . I ug/L < I I I I I I I I I I I 624 Low I I hardness 0.5 I Grab I . I mg/L 496 I I I I I I 200.7 I I

I I I I I I I I I I I ' ANAL VSES PERFORMED BY: Pace Analytical Services, Inc. Lenexa, KS I !Signature of Analyst: hard copy reports maintained in facility file with analysts initials. I I

I I I I I I I I I I I I I I I ' I I I I I I I I I I 1 I

I I I I I I I

• Monitor only requirement. Note 1 - pH is measured in pH units and is not averaged. The pH is limited to the range of 6.5 to 9.0 pH units. w = weekly; m = monthly; q = quarterly; pc = Post Closure Permit requirement. Grab samples collected on the first day of Dates Sampled. PCB composite collected on 2nd date.

REPORT APPROVED BY OWNER: DATE: 10/18/17 7

I I I I I I I I I I I I I I I I I I

MISSOURI DEPARTMENT OF NATURAL RESOURCES I I I .1 I I Division of Environmental Quality I I I I I I I

I I I I I I I NPDES MONITORING REPORT FOR NON-MUNICIPAL WASTEWATER DISCHARGES I I I I I I ' ' ' ' ' ' ' ' ' FACILITY NAME I I I I I PERMIT NUMBER I !COUNTY !OWNER I ITYPE OF FACILITY I I I I I I

U.S. Department of Energy Kansas City Plant I I I M0-0004863 !Jackson !U.S. DOE I I Industrial I I I I I I I I I I I I I I I I I I I I I I I I

REQUIRED FREQUENCY OF MONITORING: I I I THIS REPORT COVERS THE PERIOD - Julv 1 • September 30, 201 7 I I I I I I I I I weekly, monthly, quarterly I I I I I I I I I I I I I I I I I I I

I I I I I I !RESULTS FOR OUTFALL 004 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I DATES SAMPLED I I 7/5-6/17 7/11-12/17 7/18-19/17 7/25-26/17 I 8/1-2/17 [8/8-9/201718/15-16/171 8/24-25/17 18/29-30/171 9/5-6/ 17 I 9/12-13/17 1 9/19-20/17 I 9/26-27/17 I I I I TIME OF DAY SAMPLED I I 13:00 I 13:09 I 12:51 I 12:53 I 13:42 I 14:13 I 10:59 14:26 I 13:43 I 13:44 I 10:48 I 12:46 I 11:59 I I I I I COLLECTED BY I LGR BLG I LGR I LGR BLG I LGR LGR I BLG LGR I LGR I LGR I LGR I LGR I I DATES OF ANALYSES I 7/5-15/ 17 17/ 11-21 /17 17/18-8/2/1717/25-8/2/17 1 8/ 1-11/17 I 8/8-22/17 j8/ 15-22/171 8/24-9/7/17 8/29-9/7/11 9/5-15/17 I 9/ 12-27/ 17 19/19-10/2/173/26-10/10/ 17 I

Effluent Limitations I I

I Monthly Units I EPA Analytical

PARAMETERS MDL Daily Max Avg Method Comments

Rainfall (daily)

weeklv n/a 24 - hr inches I See Table 1 na

flow (avg monthly total gpd) n/a estimate . . mgd I See Table 1 polychlorinated biphenyls I 0.53 Grab 0.5 ug/L 0.5 ug/L ua/L I < < I < I < < I < I < I < I < I < I < I < I < 8082 I pH n/a Grab 6.5-9 SU I 7.9 7 .9 7.8 7.9 8.1 I 7.7 7.8 7.8 7.8 7.7 I 7 .7 7.7 7.2 n/a

monthlv settleable solids 0.2 Grab 1.5 mUUh 1.0 mL/L/hr mL/L/hr < < I < I SM 2540F total suspended solids I 5 Grab I . I . I mg/L I < I I 9.8 I I 5.7 I SM 2540D I Oil &Grease 5 Grab 15 mg/L 10 mg/L mg/L I < < I I I < I I 1664A

quarterly Aluminum, total recoverable 75 Grab . . ug/L I < I I 200.7 Chromium..,; I 10 Grab . I . I ug/L I < I I I I I I I I I I I 7196 I T richloroethylene 1 Grab I . I . I ug/L I < I I I I I I I I I I 624 Low I 1,2-Dichloroethylene I 1 I Grab I . I . ug/L < I I I I I I I I I 624 Low I Vinyl Chloride I 1 Grab . I . I ug/L I < I I I I I I I I I I 624 Low I hardness I 0.5 I Grab I . I . mg/L I 717 I I I I I I I 200.7

I I I I I I I I I I I ANALYSES PERFORMED BY: Pace Analytical Services, Inc. Lenexa, KS I I Signature of Analyst: hard copy reports maintained in facility file with analysts initials. I I I

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

• Monitor only requirement. Note 1 - pH is measured in pH units and is not averaged. The pH is limited to the range of 6.5 to 9.0 pH units. w = weekly; m = monthly; q = quarterly; pc = Post Closure Permit requirement. Grab samples collected on the first day of Dates Sampled. PCB composite collected on 2nd date.

-

REPORT APPROVED BY OWNER: /A_ DATE: 10/18/17

MISSOURI DEPARTMENT OF NATURAL RESOURCES -- -Division of Environmental Quality -NPDES MONITORING REPORT FOR NON-MUNICIPAL WASTEWATER DISCHARGES

FACILITY NAME. I PERMIT NUMBER COUNTY OWNER TYPE OF FACILITY -- - ,-U.S. Department of Energy Kansas City Plant , M0-0004863 Jackson U.S. DOE Industrial -------- - -- -- - - -- --REQUIRED FREQUENCY OF MONITORING:

--THIS REPORT COVERS THE PERIOD - July 1 September 30, 2017

--- -weekly, monthly, quarterly

I - -- - -- - ------- --- --

RESULTS FOR DOWNSTREAM MONITORING POINT -- - -- -- ---- ---- -- -- ------- ----

DATES SAMPLED 7/6/2017 8/2/2017 9/6/2017 -- -- ---- - -- - --- -TIME OF DAY SAMPLED 13:25 14:58 14:20 I COLLECTED BY LGR -- LGR -- -- ---------------- --- BLG -- -- ------ -

DATES OF ANALYSES 7/12-15/2017 8/9-11 /2017 9/8-1 5/2017 --- - -- --Effluent Limitations

EPA Monthly Analytical

PARAMETERS MDL Dally Max Avg Units Method Comments weekly

polychlorinated biphenyls 0.5 Grab ug/L 191 257

< # -- --hardness·· 0.5 Grab mg/L 281 # - ------ - - ----------llow ((USGS gauging station 068935DD) ---- -- see attached USGS staton data -- -- -------- -- --------

- -"--c- --- --- -- -- ---- ------ANALYSES PERFORMED BY: Pace Analytical Services, Inc. Lenexa, KS Signature of Analyst: hard copy reports maintained in facility file with ana_lysts initials. -- ----- -- -- ----------------- -- ----- - I- -- -- -- - ------ -- ------ ----- -- ---- ---

• Monitor only requirement. "Hardness is noted in the permit as measured at the USGS gauging station 06893500. However, hardness dala (measured as specific conductance) is nol available in real time data from this station. Therefore, actual samples are collected and submitted for analysis.

REPORT APPROVED BY OWNER: DATE: 10/18/17 l