ML21076A467
| ML21076A467 | |
| Person / Time | |
|---|---|
| Site: | 07000925 |
| Issue date: | 02/26/2021 |
| From: | Environmental Properties Management, Enercon Services, Burns & McDonnell Engineering Co, Veolia Nuclear Solutions Federal Services |
| To: | Office of Nuclear Material Safety and Safeguards, Cimarron Environmental Response Trust, NRC Region 4 |
| Shared Package | |
| ML21076A479 | List:
|
| References | |
| Download: ML21076A467 (14) | |
Text
FIGURE 5-2 PROPERTY OWNED BY THE TRUST FACILITY DECOMMISSIONING PLAN REVISION 2
~ BURNS ~
'-.."-MSDONNELL environmental properties management, LLC LEGEND CJ 1 ACRE SOLD IN 117 ACRES SOLD IN 4/3/2015 Cl (APPROXIMATE) 24 ACRES SOLD IN 1/28/2015 (APPROXIMATE) 140ACRES SOLD IN 11/30/2017 (APPROXIMATE)
CJ CERT PROPERTY LINE - MARCH 2018 ci
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FIGURE 5-3 LAND USE DURING OPERATING YEARS FACILITY DECOMMISSIONING PLAN REVISION 2
~ BURNS ~
" -MS:DONNELL environmental properties management. LLC LEGEND HISTORICALLY USED FOR GRAZING AND HARVESTING GRASS FOR CATTLE (APPROXIMATE)
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CERT PROPERTY LINE - MARCH OLD SANITARY LAGOON BURIAL BUILDINGS D EMERGENCY POND D OLD WASTE POND D LINED SANITARY LAGOON u
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FIGURE 5-4 WESTERN AREA INFRASTRUCTURE AND STORMWATER CONTROLS FACILITY DECOMMISSIONING PLAN REVISION 2
~ BURNS ~
'-'-MSDONNELL envi ronmenta I properties management LLC LEGEND MONITOR WELL IN ALLUVIUM
+ MONITOR WELL IN SANDSTONE
+ MONITOR WELL IN SANDSTONE B
+ MONITOR WELL IN SANDSTONE C
+ MONITOR WELL IN TRANSITION ZONE EXTRACTION WELL/SUMP (INSTALLED)
EXTRACTION WELL/SUMP (PLANNED) e INJECTION WELL (PLANNED)
WA OUTFALL PIPING
- * - SILT FENCE
- GROUNDWATER EXTRACTION PIPING
- - TREATED WATER INJECTION PIPING
- GROUNDWATER EXTRACTION TRENCH
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- - TREATMENT FACILITY BUILDING TREATMENT FACILITY TRUEGRID x- x- TREATMENT FACILITY FENCE
- - tc::::c::::> 1206 DRAINAGE PERFORATED PIPE SOILS MIXING CERT PROPERTY LINE - MARCH 2018 NOTES
- 1) BMPS WILL ALSO BE INSTALLED AROUND EQUIPMENT AND MATERIAL STAGING AREAS AS REQUIRED.
CJ 2) BMP LOCATIONS ARE APPROXIMATE AND SHOW
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~ BURNS ~
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FIGURE 5-6 MAXIMUM POTENTIAL LAND DISTURBANCE FACILITY DECOMMISSIONING PLAN REVISION 2
~ BURNS ~
~ M£DONNELL_ environmental properties management. LI£ EXTRACTION WELL/SUMP (INSTALLED)
EXTRACTION WELL/SUMP (PROPOSED)
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- EXISTING FENCE
- - - OG & E EASEMENT (50 FEET)
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~ SOILS MIXING r - - i 1206 NORTH DRAINAGE REMEDATION L___J AR EA r777Zm GENERAL TREATMENT FACILITY rLLLLLL1 LOCATIONS
,:::J HISTORIC CORRAL D EXISTING BUILDING AREA OF POTENTIAL LAND DISTURBANCE r--, CERT PROPERTY BOUNDARY- MARCH L--1 2018 NOTES R LABELS R-01 THROUGH R-07 IDENTIFY THE HISTORIC STRUCTURE OR ITEM REFERENCED IN THE CULTURAL RESOURCES SURVEY.
500 1,000 SCALE IN FEET Rev No: O Preparer: BELOCKWOOD Date: 2/23/2021 Reviewer: EDULLE Date: 2/23/2021 Coordinate System N
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FIGURE 8-1 (a)
WESTERN AREA GROUNDWATER REMEDIATION AREAS - PHASE I FACILITY DECOMMISSIONING PLAN REVISION 2
~ BURNS ~
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--MSDONNELL_ properties management. LLC LEGEND MONITOR WELL IN ALLUVIUM
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+ PROPOSED MONITOR WELL EXTRACTION WELL/SUMP (INSTALLED)
EXTRACTION WELL/SUMP (P LA NNED) e INJECTION WELL (PLANNED)
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- - TREATED WATER INJECTION PIPING GROUNDWATER EXTRACTION TRENCH
- TREATED WATER INJECTION TRENCH
- - WESTERN AREA TREATMENT FACILITY EXTRACTION, INJECTION, AND
- - UTILITY CORRIDOR
- - - WA DISCHARGE PIPING 100 µg/L URANIUM CONCENTRATION WU-BA3 REMEDIATION AREA WAA U>DCGL REMEDIATION AREA 1206-NORTH REMEDIATION AREA
(_) NOTES
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FIGURE 8-1 (b)
WESTERN AREA GROUNDWATER REMEDIATION AREAS - PHASE II FACILITY DECOMMISSIONING PLAN REVISION 2
~ BURNS ~
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+ PROPOSED MONITOR WELL EXTRACTION WELL/SUMP (INSTALLED)
EXTRACTION WELL/SUMP (PLANNED) e INJECTION WELL(INSTALLED) e INJECTION WELL (PLANNED)
_. OUTFALL WA DISCHARGE PIPING EXTRACTION, INJECTION , AND UTILITY CORRIDOR
- - GROUNDWATER EXTRACTION PIPING
- - TREATED WATER INJECTION PIPING Y. - GROUNDWATER EXTRACTION TRENCH
- TREATED WATER INJECTION TRENCH
- - WESTERN AREA TREATMENT Ill WU-BA3 REMEDIATION AREA WM-BLUFF REMEDIATION AREA WM-EAST REMEDIATION AREA WM-WEST REMEDIATION AREA WM U>DCGL REMEDIATION AREA 1206-NORTH REMEDIATION AREA WU-UP2-SSB REMEDIATION AREA WU-PBA REMEDIATION AREA WU-UP1 REMEDIATION AREA WU-UP2-SSA REMEDIATION AREA WU-1348 REMEDIATION AREA NOTES
- 1) INJECTION TRENCHES GWI-UP1-01, GWI-UP1-02 AND A PORTION OF GWI-UP2-01 WERE INSTALLED IN 2017.
- 2) BASEMAP: GOOGLE EARTH 2017 400 800 SCALE IN FEET Rev No: 1 Preparer: BELOCKWOOD Date: 2/23/2021 Reviewer: EDULLE Date: 2/23/2021 Coordinate System NAO 1983 StatePlane Oklahoma North FIPS 3501 Feet Z:\Clients\ENS\CERT\_Clientlnfo\Sites\Database\Geospatial\Maps & Dwgs\ArcGIS\BMCD_Files\Arcdocs\2020\2022 - Decommissioning Plan\Figure 8-1 (b)_Western Area GW Remediation Areas - Phase II
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EXTRACTION WELL/SUMP (INSTALLED) 3) ISOPLETHS ARE DRAWN BASED ON "REPRESENTATIVE" REMEDIATION AREAS - PHASE I
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~ (J) 8 + MONITOR WELL IN SANDSTONE C 1111 BA1-C REMEDIATION AREA BURIALAREA#1 GROUNDWATER REMEDIATION AREAS - PHASE II
~ ~ + MONITOR WELL IN TRANSITION ZONE NOTES FACILITY DECOMMISSIONING PLAN
~ ffi + PROPOSED MONITOR WELL 1) INJECTION TRENCH GWI-BA1-01 AND EXTRACTION REVISION 2
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~ ~ NAO 1983 StatePlane Oklahoma North FIPS 3501 Feet
WESTERN AREA BURIAL AREA 1 NOTES:
rl GETR -WU-02A (8 GPM) J
j GE-BA1-06 (10 GPM) 1. EXTRACTION AND INJECTION FLOW RATES ARE NOMINAL DESIGN RATES FOR EACH COMPONENT EXTRACTION AND INJECTION RATES WILL VARY f--------1 THROUGHOUT OPERATION .
H GE-WAA-03 (24 GPM) J GE-BA 1-05 (10 GPM)
- 2. THIS SCHEMATIC IS CONCEPTUAL IN NATURE AND IS NOT INTENDED TO CONVEY ALL PIPING OR PROCESS
j GE-BA1-04 (24 GPM) COMPONENTS THAT WILL BE REQUIRED FOR PROPER SYSTEM DESIGN , CONSTRUCTION , OR GE-WAA-04 (20 GPM) f- OPERATION.
f--------1 GE-BA1-03 (18 GPM ) 3. THE FLOW RATES PRESENTED ON THIS SCHEMATIC GE-WAA-01 (25 GPM) f- ,, 1---------j GE-BA1-02 (24 GPM)
REFLECT INITIAL OPERATING CONDITIONS. FLOW RATES FOR INDIVIDUAL REMEDIATION COMPONENTS WILL VARY OVER THE COURSE OF OPERATIONS.
- 4. THE COMBINED TREATMENT SYSTEM INFLUENT GE-WAA-02 (30 GPM) f--- CONCENTRATIONS PRESENTED ON THIS SCHEMATIC REFLECT INITIAL OPERATING CONDITIONS.
....... IGETR-BA1-01B (7 GPM)f---
CONCENTRATIONS WILL VARY OVER THE COURSE OF OPERATIONS.
,, jGETR-BA1-02A (7 GPM)f---
LEGEND:
TK-101 U- URANIUM 15,000 GALLON N-NITRATE 107 GPM F-FLUORIDE TK-201 Ci Tc TECHNETIUM-99 12,000 GALLON U -158-:&8 ug/L GPM - GALLONS PER MINUTE 100 GPM mg/L - MILLIGRAMS PER LITER N. 38.15 mg/L TK-105 Ci F - 2.62 mg/L u~L-M~ROGRAMSPERLITER 12,000 GALLON U -1018 ug/L Tc 0.00 ng/L ng/L - NANOGRAMS PER LITER Ci - INITIAL CONCENTRATION Cmax Cmax Cmax - MAXIMUM CONCENTRATION U
- 158.68 ug/L U -1018 ug/L IX - ION EXCHANGE N
- 38.15 mg/L F
- 2.62 mg/L Tc-99 -14.51 ng/L
...... I FILTER I ...... -... TK-106 I I 9,000 GALLON
...... I I
FILTER I
I WA URANIUM IX TRAIN 1 100 -125 GPM BA1 URANIUM IX TRAIN 2 100 -125 GPM WESTERN AREA INJECTION 8GPM TK-202 12,000 GALLON J GWI-WU-01 (8 GPM) f--
BURIAL AREA 1 INJECTION TK-102 18 GPM
.... 15,000 GALLON ....
181 GPM I GWI-BA1-01 (10 GPM) J FIGURE 8-3(a)
WELL FIELD & WATER TREATMENT J GWI-BA1-02 (4 GPM) LINE DIAGRAM - PHASE I FACILI TY DECOMMISSIONING PLAN REVIS ION 2 1
J GWI-BA1-03 (4 GPM) 1----~
OUTFALL 001 Preparer: A. Anstaett Date : 1/05/21 181 GPM Reviewer: E. Dulle Date: 2/2/21 Rev. No. 0 Z ICLIENTSIENSICERn120832_CERT-DECOM2020\STUDIESIREMEDIATION\2021 D-PLAN REV 2\FIGURES\NATIVE FILES\8-3A\FIGURE 8-3A_WELL FIELD & WATER TREATMENT LINE DIAGRAM.DWG 2/22/2021 7.29 PM ALANS TAETT
WESTERN AREA BURIAL AREA 1 NOTES:
GE-BA1-09 (10 GPM)
- 1. EXTRACTION AND INJECTION FLOW RATES ARE I GE-WAA-05 (10 GPM) f- ri GE-WAA-15 (10 GPM) I NOMINAL DESIGN RATES FOR EACH COMPONENT.
EXTRACTION AND INJECTION RATES WILL VARY
~, H GE-WAA-14 (10 GPM) I GE-BA 1-08 (10 GPM) 2.
THROUGHOUT OPERATION.
THIS SCHEMATIC IS CONCEPTUAL IN NATURE AND IS
...... GE-BA1-07 (0 GPM ) NOT INTENDED TO CONVEY ALL PIPING OR PROCESS I GE-WAA-04 (20 GPM) f- -jGETR-WU-0 2A (8 GPM) COMPONENTS THAT WILL BE REQUIRED FOR rl GE-WAA-13 (12 GPM ) I PROPER SYSTEM DESIGN , CONSTRUCTION , OR OPERATION.
GE-BA1-06 (0 GPM )
I GE-WAA-01 (25 GPM) f- -j GE-WAA-03 (24 GPM) 3. THE FLOW RATES PRESENTED ON THIS SCHEMATIC rl GE-WAA-12 (13 GPM ) I REFLECT INITIAL OPERATING CONDITIONS . FLOW RATES FOR INDIVIDUAL REMEDIATION COMPONENTS GE-BA1-05 (0 GPM)
I GE-WAA-02 (30 GPM) f- -j GE-WAA-06 (13 GPM) WILL VARY OVER THE COURSE OF OPERATIONS.
~r ~, rl GE-WAA-11 (14GPM) I
- 4. THE COMBINED TREATMENT SYSTEM INFLUENT
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GE-BA1-04 (24 GPM) CONCENTRATIONS PRESENTED ON THIS SCHEMATIC REFLECT INITIAL OPERA TING CONDITIONS.
-j GE-WAA-07 (13 GPM) I H GE-WAA-10 (13 GPM ) j CONCENTRATIONS WILL VARY OVER THE COURSE OF OPERATIONS.
GE-BA1-03 (18 GPM)
H GE-WAA-09 (13 GPM ) I 5. THIS FIGURE ASSUMES ALL PROPOSED 1J INFRASTRUCTURE AND TREATMENT SYSTEMS ARE GE-BA1-02 (24 GPM) INSTALLED UPON COMPLETION OF PHASE I.
H GE-WAA-08 (13 GPM ) I
..... ..... LEGEND:
GETR-BA1-01B (7 GPM),1-----1
...... U-URANIUM N - NITRATE I GE-WU-01 (5 GPM) f-GETR-BA1-02A (7 GPM)
F-FLUORIDE 1J Tc TECHNETIUM-99 GPM - GALLONS PER MINUTE mg/L - MILLIGRAMS PER LITER IGETR-WU-01A (4 GPM)f- GETR-BA1-01A (0 GPM) ug/L - MICROGRAMS PER LITER ng/L - NANOGRAMS PER LITER Ci - INITIAL CONCENTRATION Cmax - MAXIMUM CONCENTRATION TK-101 IX - ION EXCHANGE 15,000 GALLON 250 GPM TK-201 12,000 GALLON 100 GPM I I URANIUM URANIUM IX TRAIN 1 IX TRAIN 2 100 -125 GPM 100 -125 GPM I ...
~ ...
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..... ...... OUTFALL002 BURIAL AREA 1 INJECTION I 82GPM 18GPM WESTERN AREA OUTFALL 001 INJECTION 132 GPM 118 GPM I GWI-WU-01 (8 GPM) J,, ,, ~, t GWI-UP2-01 (35 GPM)
GWI-BA1-01 (10 GPM)
FIGURE 8-3(b)
WELL FIELD & WATER TREATMENT GWI-BA1-02 (4 GPM)
I f--
GWI-UP1-04 (7 GPM) ~
~, l___j GWI-UP2-02 (5 GPM ) LINE DIAGRAM FACILITY DECOMMISSIONING PLAN REVISION 2 I GWI-UP1-01 (15 GPM) l______j GWI-UP2-03 (5 GPM)
GWI-BA1-03 (4 GPM )
I GWI-UP1-03 (7 GPM) f--- ' - - - j GWI-UP2-04 (21 GPM) Preparer: A. Anstaett Date: 1/05/21 I GWI-UP1-02 (15 GPM)
Rev. No. 1 Reviewer: E. Dulle Date: 2/2/21 Z :ICLIENTSIENSICERn12os32_cERT-DECOM2020\STUDIESIREMEDIATION\2021 D-PLAN REV 2\FIGURES\NATIVE FILES\8-38\WELL F IELD & WATER TREATMENT LINE DIAGRAM_REV.8 (04-14-20) .DWG 2/22/2021 7:51 PM ALANSTAETT
FIGURE 8-4 BURIAL AREA #1 PARTICLE TRACKING 2020 STAGNATION ZONE ANALYSIS FACILITY DECOMMISSIONING PLAN REVISION 2
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