ML19030A290
| ML19030A290 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 01/18/2019 |
| From: | James Shea Tennessee Valley Authority |
| To: | Office of New Reactors |
| Fetter A | |
| References | |
| TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART02, CRN.P.PART02.2 | |
| Download: ML19030A290 (29) | |
Text
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report SUBSECTION 2.4.1 TABLE OF CONTENTS Section Title Page 2.4.1 Hydrologic Description................................................................ 2.4.1-1 2.4.1.1 Site and Facilities .................................................... 2.4.1-1 2.4.1.2 Hydrosphere ........................................................... 2.4.1-1 2.4.1.3 References ............................................................. 2.4.1-4 2.4.1-i Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report SUBSECTION 2.4.1 LIST OF TABLES Number Title 2.4.1-1 Water Supply Withdrawals in the Clinch River Basin 2.4.1-2 U.S. Geological Survey Historically Maintained Stream Gages on the Clinch River 2.4.1-3 TVA Stream Gages in the Vicinity of the Clinch River Nuclear Site 2.4.1-4 Monthly Average Discharges from Melton Hill Dam (2004-2013) 2.4.1-ii Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report SUBSECTION 2.4.1 LIST OF FIGURES Number Title 2.4.1-1 Clinch River Water Supply Withdrawals Location Map 2.4.1-2 Site Location Map 2.4.1-3 Topographic Map 2.4.1-4 Not Used 2.4.1-5 (Sheet 1 of 2) Tennessee River System 2.4.1-5 (Sheet 2 of 2) Tennessee River System 2.4.1-6 (Sheet 1 of 11) Seasonal Operating Curve, Watts Bar Dam 2.4.1-6 (Sheet 2 of 11) Seasonal Operating Curve, Fort Loudoun and Tellico Dams 2.4.1-6 (Sheet 3 of 11) Seasonal Operating Curve, Boone Dam 2.4.1-6 (Sheet 4 of 11) Seasonal Operating Curve, Cherokee Dam 2.4.1-6 (Sheet 5 of 11) Seasonal Operating Curve, Douglas Dam 2.4.1-6 (Sheet 6 of 11) Seasonal Operating Curve, Fontana Dam 2.4.1-6 (Sheet 7 of 11) Seasonal Operating Curve, Fort Patrick Henry Dam 2.4.1-6 (Sheet 8 of 11) Seasonal Operating Curve, Melton Hill Dam 2.4.1-6 (Sheet 9 of 11) Seasonal Operating Curve, Norris Dam 2.4.1-6 (Sheet 10 of 11) Seasonal Operating Curve, South Holston Dam 2.4.1-6 (Sheet 11 of 11) Seasonal Operating Curve, Watauga Dam 2.4.1-iii Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report This Subsection contains information withheld under 10 CFR 2.390(a)(3) 2.4.1 Hydrologic Description 2.4.1.1 Site and Facilities The site location is identified in Figure 2.4.1-2. Access to the site is via highway, Tennessee State Highway (TN) 58 and TN 95, rail to Oak Ridge Reservation, and barge or boat on the Clinch River arm of Watts Bar Reservoir. The relationship of the plant area to the surrounding topography is shown in Figure 2.4.1-3. For flood protection of the plant and its safety-related systems and equipment, the plant facilities, including any entry point to below grade structures, will be located above the maximum postulated flood level.
The CRN Site is to be graded such that runoff is directed away from buildings to the extent possible and to the Clinch River arm of Watts Bar Reservoir. An evaluation of a representative site grading plan demonstrates acceptable runoff characteristics. The actual site grading plan will be based on selection of a technology and the associated site layout plan will be developed at combined license application (COLA).
The Circulating Water System and the cooling towers obtain their source water from the Clinch River arm of Watts Bar Reservoir. Figure 2.4.11-2 shows the intake location at Clinch River Mile (CRM) 17.9 on the Clinch River arm of Watts Bar Reservoir. The City of Oak Ridge Department of Public Works would provide potable and wastewater services to the CRN Site.
(Reference 2.4.1-6) Closed cooling systems would supply the internal plant reservoirs. The river would not supply any safety related systems. The outfall location at CRM 15.5, also shown in Figure 2.4.11-2, is approximately 2.4 river miles downstream to ensure there would be no recirculation.
2.4.1.2 Hydrosphere 2.4.1.2.1 Surface Water Site Location The CRN Site is located on the north bank of the Clinch River in the upper reach of Watts Bar Reservoir between CRM 19 and CRM 14.5 (Reference 2.4.1-1). The drainage area at CRM 16.0 is 3382 sq mi. The nearest facility downstream of the CRN Site with a surface water withdrawal registration with the State of Tennessee is the Oak Ridge Bear Creek Plant, located downstream of the CRN Site as shown on Table 2.4.1-1 and Figure 2.4.1-1 (Location No. 45). This plant is also known as the City of Oak Ridges West End Water Treatment Plant (WTP) and the K-25 Water Treatment Plant. The Oak Ridge Bear Creek Plant ceased water production on September 30, 2014, and Oak Ridge Utilities which now owns the facility has no plans to resume production at the site. Surface water supplies withdrawn from the 350 mi stretch of the Clinch River between the headwaters near Tazewell, Virginia and the confluence with the Tennessee River at CRM 0 and Tennessee River Mile (TRM) 567.8 are shown in Figure 2.4.1-1 and listed in Table 2.4.1-1.
(Reference 2.4.1-6)
The Clinch River originates in Tazewell County, Virginia, about 175 mi northeast of the CRN Site (Reference 2.4.1-2). From its headwaters, the Clinch River flows approximately 350 river miles in a southwesterly direction to its confluence with the Tennessee River at TRM 567.8, near Kingston, Tennessee (Reference 2.4.1-3). Except for its northwestern edge, the river basin above the site is in the Appalachian Valley physiographic sub-region. Comparatively narrow parallel ridges and somewhat broader intervening valleys, which lie in a northeast-southwest direction, characterize this area. The Cumberland Mountains, which range up to approximately 2.4.1-1 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report 4200 ft in elevation, form the northwestern boundary of the basin. The southeastern boundary follows Clinch Mountain and Black Oak Ridge with elevations ranging up to approximately 4700 ft (Reference 2.4.1-2). The slope of the Clinch River from Norris Dam at CRM 79.8 to CRM 7.0 averages about 1.5 ft per river mile (Reference 2.4.1-2).
Tributaries The principal tributary of the Clinch River is the Powell River which parallels the Clinch River to the northeast. The Powell River enters the Clinch River at CRM 88.8. Drainage area of the Powell River at its mouth is 938 sq mi. (Reference 2.4.1-3) The second largest tributary of the Clinch River is the Emory River which enters the Clinch River from the north at CRM 4.4 and has a drainage area of 865 sq mi. There are seven Clinch River tributaries with drainage areas greater than 5 sq mi upstream of CRN and downstream of Norris Dam. They are Pawpaw Creek, Whiteoak Creek, Beaver Creek, Bullrun Creek, Hinds Creek, Cane Creek and Coal Creek at CRM 19.1, 20.8, 39.6, 46.7, 65.8, 71.3 and 75, respectively. Downstream, Poplar Creek at CRM 12 is the only Clinch River tributary with a greater than five square miles drainage area (Reference 2.4.1-3).
Reservoir Water Flow Three dams directly control the water surface elevation at the CRN Site: Norris Dam and Melton Hill Dam, located upstream on the Clinch River; and Watts Bar Dam, located downstream at TRM 529.9.
Norris Dam at CRM 79.8, located about 62 mi upstream from the CRN Site, was completed in (SRI/CEII)
March 1936. (Reference 2.4.1-2) Norris Dam is a large structure having a maximum height of approximately 265 ft and an overall length of 1570 ft. There are ft. The remainder of the dam consists of t sections having a combined length of ft and ft. At a top-of-dam elevation of 1061 ft National Geodetic Vertical Datum of 1929 (NGVD29)
Norris Dam is capable of approximately 344,000 cubic feet per second (cfs) of discharge. Norris Dam impounds approximately 2,552,000 acre-feet (ac-ft) of water at the top of gates elevation, 1034 ft NGVD29. Norris Dam provides hydro power production, flood control, navigation benefits, improved dissolved oxygen (DO), and low flow regulation to enhance downstream water quality.
(Reference 2.4.1-7)
(SRI/CEII) Melton Hill Dam is located 5.2 mi upstream of the CRN Site at CRM 23.1 and was completed in May 1963. It is a run-of-the-river dam and a smaller structure than Norris Dam. It has a maximum height of only about 84 ft and an overall length of 1020 ft. Melton Hill Dam has gates with a combined length of ft. The remainder of the dam consists of having a combined length of ft and concrete lock and powerhouse sections with a combined length of ft. At an elevation of 802 ft NGVD29 Melton Hill Dam is capable of approximately 146,000 cfs of discharge. Melton Hill Dam impounds approximately 126,000 ac-ft of water at the top of gates elevation, 796 ft NGVD29. The primary functions of Melton Hill Dam are navigation and power production, with some regulation of low water flows.
(Reference 2.4.1-8)
(SRI/CEII) Watts Bar Dam located downstream of the CRN Site was completed in 1942. Although Watts Bar Dam is located over 50 mi downstream of the site, the backwater from the reservoir extends upstream to the Melton Hill Dam tailwater (Reference 2.4.1-2). Watts Bar Dam is a large structure having a maximum height of about 112 ft and a length of approximately 2960 ft. Watts Bar Dam has a spillway consisting of ft wide gates for a combined crest length of ft. There are earthen embankment sections having a combined length of ft and concrete powerhouse, lock section and minor ancillary structures with a total length of ft. At the Watts 2.4.1-2 Revision 1 SENSITIVE SECURITY-RELATED INFORMATION CRITICAL ENERGY/ELECTRICAL INFRASTRUCTURE INFORMATION
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Bar screen house over flow elevation of 767 ft NGVD29, the Watts Bar Dam is capable of approximately 1,144,000 cfs of discharge. Watts Bar Dam impounds approximately 1,175,000 ac-ft of water at the top of gates elevation, 745 ft NGVD29. (Reference 2.4.1-9)
TVA operates its dams and associated features as part of an integrated system. Therefore, in addition to the three dams described above which directly control water surface elevation, nine dams upstream in the Tennessee River system have the potential to influence flood levels at Watts Bar Reservoir and, as a result, at the CRN Site. These are Fort Loudoun Dam on the Tennessee River; Watauga, South Holston, Boone, Fort Patrick Henry, Cherokee, and Douglas Dams above Fort Loudoun; and Fontana and Tellico Dams on the Little Tennessee River. The location of TVA dams and reservoirs with respect to the CRN Site are shown in Figure 2.4.1-5.
(Reference 2.4.1-5)
TVA developed historical flow information for the Clinch River in the vicinity of the CRN Site from multiple sets of stream gages. Through 1968, the U.S. Geological Survey maintained stream gages on the Clinch River in the vicinity of the CRN Site, as shown in Table 2.4.1-2. In addition, TVA has operated stream gages in the vicinity of the CRN Site as listed in Table 2.4.1-3.
Since the completion of Melton Hill Dam in 1963, the daily average flow rate is about 4800 cfs at the CRN Site. There has been an average of about 13 days per year during which there were no releases from the dam. However, since 1990 there has been an average of only 0.5 days per year during which there were no releases from the dam. The longest period of no release from the dam occurred in February and March 1966 when there was no flow below the dam for 29 consecutive days.
TVA completed a comprehensive Reservoir Operations Study (ROS) in 2004 to determine whether changes in the operation of the Tennessee River system would produce greater overall public value for the people of the Tennessee Valley. The preferred alternative implemented in the spring of 2004 resulted in: (1) changes in minimum flow requirements for system operating objectives, (2) establishment of reservoir balancing guides for each tributary storage reservoir to ensure that proportional water releases for downstream system needs are drawn from the tributary reservoirs equitably, (3) scheduled recreational releases at five additional tributary projects, subject to flood control operations or extreme drought conditions (4) establishment of weekly average flow requirements for different periods of the year at Chickamauga and (5) application of other requirements as defined in the Final Programmatic ROS Environmental Impact Statement. As a result of the implementation of the ROS in 2004, historical flow data from Melton Hill Dam are presented for the period 2004 - 2013 only. (Reference 2.4.1-5) Monthly average discharges from Melton Hill Dam for the period 2004 - 2013 are shown in Table 2.4.1-4.
Reservoir Water Levels Since completion of the Watts Bar Dam in 1942, TVA has regulated water levels on the Watts Bar Reservoir as a part of the integrated operation of the river system. Reservoir operating guidelines establish pool level parameters for daily operation. Figure 2.4.1-6 Sheet 1 of 11 is the seasonal operating curve for Watts Bar Reservoir which reflects target water surface elevations for each month of the year. Reservoir operations may temporarily deviate from normal operating guides to meet navigation, flood-control, critical power production situations or other requirements. Since 1942, the minimum elevation of Watts Bar Reservoir headwater was 733.7 ft NGVD29 and occurred on March 20, 1945. The maximum elevation was 747.4 ft NGVD29 and occurred on May 7, 2003. Since 1999, the minimum elevation of Watts Bar Reservoir at the Melton Hill tailwater was 735.0 ft NGVD29 and occurred both on January 9, 2002 and December 15, 2005.
The maximum recorded Melton Hill tailwater elevation of 765.1 ft NGVD29 occurred on April 2, 2000.
2.4.1-3 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report 2.4.1.2.2 Groundwater Subsection 2.4.12 contains a detailed description of the hydrogeologic conditions at and in the vicinity of the CRN Site and includes the regional and local groundwater resources that could be affected by the construction and operation of SMRs at the CRN Site. The regional and site-specific data on the physical and hydrologic characterization of these groundwater resources are summarized in order to provide the basic data for an evaluation of impacts on the aquifers in the area.
Subsection 2.4.12.2.1.2 provides information regarding current groundwater users and identifies:
Community water systems, which serve the same people year-round (e.g., homes)
Non-transient non-community water systems, which serve the same people but not year-round (e.g., schools that have their own water supply)
Transient non-community water systems, which do not consistently serve the same people (e.g., rest stops, campgrounds)
In addition, Subsection 2.4.12.2.1.2 includes information pertaining to individual wells in the vicinity of the CRN Site obtained from the Tennessee Department of Environment and Conservation, Division of Water Resources, Drinking Water Unit.
2.4.1.3 References 2.4.1-1. Tennessee Valley Authority (TVA), Final Environmental Impact Statement, Watts Bar Reservoir Land Management Plan, Loudon, Meigs, Rhea, and Roane Counties, Tennessee, Panel 4 map, F9, February 2009.
2.4.1-2. TVA, Clinch Breeder Reactor Project PSAR, Book 255-10.0 CRBR-General, 1973.
2.4.1-3. TVA, Division of Water Control Planning, Hydraulic Data Branch, Drainage Areas for Streams in Tennessee River Basin, Knoxville, Tennessee, Report No.
0-5829-R-2, March 1970.
2.4.1-4. TVA, Stream Gages in the Tennessee River Basin, October 1970.
2.4.1-5. TVA, Reservoir Operations Study - Final Programmatic EIS, 2004.
2.4.1-6. TVA, Clinch River Small Modular Reactor Site, Regional Surface Water Use Study, Public Version, Rev. 2, April 24, 2015.
2.4.1-7. TVA River Operations, TVA Water Control Project Manual (Blue Book) for Norris Dam, July 1998.
2.4.1-8. TVA River Operations, TVA Water Control Project Manual (Blue Book) for Melton Hill Dam, December 1999.
2.4.1-9. TVA River Operations, TVA Water Control Project Manual (Blue Book) for Watts Bar Dam, August 1999.
2.4.1-10. TVA, Watts Bar Updated Final Safety Analysis Report, through Amendment 114, Figure 2.4-3 (Sheets 2-12), October 15, 2015.
2.4.1-4 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Table 2.4.1-1 (Sheet 1 of 2)
Water Supply Withdrawals in the Clinch River Basin Name Type of Withdrawal Source 1 Kingston Fossil Plant Thermoelectric Watts Bar Reservoir 2 Oak Ridge Dept of Public Works, Clinch River Plant Public Supply Clinch River 3 Oak Ridge Country Club Irrigation Stream Or We 4 Greater Tazewell Regional Water Treatment Plant Public Supply Coxs Branch Reservoir 5 Greater Tazewell Regional Water Treatment Plant Public Supply Clinch River 6 Greater Tazewell Regional Water Treatment Plant Public Supply Lake Whitten 7 Pounding Mill Quarry Corp, Pounding Mill Plant Mining Clinch River 8 Tazewell County Public Service Authority, Claypool Hill Public Supply Little River Water Treatment Plant 9 Town of Richlands, Richlands Water Treatment Plant Public Supply Clinch River 10 Knox Creek Coal Corp, Coal Creek No. 3 Preparation Mining Coal Creek Above Red Ash Plant 11 Knox Creek Coal Corp, Coal Creek No. 3 Preparation Mining Jamison Creek Plant 12 Town of Lebanon, Lebanon Water Treatment Plant Public Supply Big Cedar Creek 13 Clinchfield Coal Co, Moss No. 2 Preparation Plant Mining Hurricane Fork 14 Dickenson-Russell Coal Co LLC, Moss No. 3 Preparation Mining Chaney Creek Plant 15 American Electric Power Co, Clinch River Power Plant Thermoelectric Clinch River 16 Lake Bonaventure Country Club Irrigation Lake Bonaventure 17 Town of St. Paul, St. Paul Water Treatment Plant Public Supply Clinch River 18 Wise County Regional Water Treatment Plant Public Supply Clinch River 19 Coeburn Water Treatment Plant Public Supply Toms Creek Reservoir 20 Fisheries Division of the Virginia Department of Game and Industrial Corder and Ramey Branch Inland Fisheries-Marion Fish Cultural Station 21 Wise Water Treatment Plant Public Supply Wise Reservoir 22 Wise Water Treatment Plant Public Supply Bear Creek 23 Gate City Water Treatment Plant Public Supply Big Moccasin Creek 24 Paramount Coal Co Virginia LLC, Ramsey Preparation Mining Guest River Plant 25 Big Stone Gap Water Treatment Plant Public Supply South Fork Powell River 26 Appalachia Water Treatment Plant Public Supply Appalachia Reservoir 27 Duffield Water Treatment Plant Public Supply Spurlock Branch 28 Duffield Water Treatment Plant Public Supply North Fork Clinch River 29 Pennington Gap Water Treatment Plant Public Supply Powell River 30 Sneedville Utility District, Water Plant Public Supply Brier Creek Tributary 31 Claiborne County Utility District, Water Plant Public Supply Water Plant 32 Arthur-Shawnee Utility District, Filter Plant Public Supply Powell River 33 La Follette Water Dept, Norris Lake Plant Public Supply Norris Lake 34 Rexnord Corporation Link-Belt Bearing Industrial Clinch River 35 Clinton Utilities Board, Clinch River Plant Public Supply Clinch River 2.4.1-5 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Table 2.4.1-1 (Sheet 2 of 2)
Water Supply Withdrawals in the Clinch River Basin Name Type of Withdrawal Source 36 North Anderson County Utility District, Water Plant Public Supply Clinch River 37 Hallsdale Powell Utility District, Bull Run Creek Public Supply Melton Hill Reservoir Embayment 38 West Knox Utility District, Melton Hill/Old/Daugherty Public Supply Melton Hill Old 39 Bull Run Fossil Plant Thermoelectric Clinch River 40 Anderson County Utility Board, Filter Plant Public Supply Clinch River 41 Centennial Golf Course Irrigation Clinch River 42 Caryville-Jacksboro Utility District, Cove Lake Plant Public Supply Cove Lake 43 West Knox Utility District, Melton HIll /New/Williams Public Supply Melton Hill New 44 West Knox Utility District, Melton HIll /New/Williams Public Supply Melton Hill New 45 Oak Ridge Bear Creek Plant Industrial Clinch River 46 Cumberland Utility District, Little Emory River Plant Public Supply Little Emory 47 Lakeside Golf Course Irrigation Smith Creek 48 Kingston Water System, TN River/Watts Bar Public Supply Watts Bar Reservoir 49 Plateau Utility District, Crooked Fork Creek Plant Public Supply Crooked Fork Creek 50 Harriman Utility Board, Emory River Plant Public Supply Emory River (a) 51 Crab Orchard Utility District Public Supply Otter Creek Impoundment 52 Bear Trace at Cumberland Mountain State Park(a) Irrigation Irrigation Pump 53 Deer Creek Golf Club(a) Irrigation Genesis Pond 54 Crossville Water Dept(a) Public Supply Lake Holiday (a) 55 River Run Golf Club Irrigation Little Obed Creek 56 Crossville Water Dept(a) Public Supply Meadow Park Lake 57 Paramont Coal Co Virginia, Deep Mine 35 Mining Chaney Creek 58 Big Stone Gap Water Treatment Plant Public Supply Powell River-Emergency Withdrawal (a) Downstream of the Clinch River Nuclear Site Source: Reference 2.4.1-7 2.4.1-6 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Table 2.4.1-2 U.S. Geological Survey Historically Maintained Stream Gages on the Clinch River Stream Gage Location River Mile Period of Record 14.4 1936-1941 Near Wheat 14.4 1967-1968 Below Melton Hill Dam 23.1 1962-1964 Near Scarboro 39.0 1941-1962 Near Kingston 1.3 1897-1934 Kingston Steam Plant 2.6 1951-1956 Near Lake City 75.9 1927-1945 Notes:
Historic discharge data for the above-listed gages are incorporated into a single USGS gage with identification number 03538150 and can be retrieved via web address http://waterdata.usgs.gov/tn/nwis/
Reference 2.4.1-2 2.4.1-7 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Table 2.4.1-3 TVA Stream Gages in the Vicinity of the Clinch River Nuclear Site Station Name River Mile Period of Record (a)
Kingston TRM 568.1 1941-Below Melton Hill Dam Tailwater CRM 23.1 1961-Melton Hill Dam Headwater CRM 23.1 1963-Clinton(b) CRM 58.8 1965-Norris Dam CRM 78.8 1937-(a) Recent data can be obtained for the Kingston gage by accessing gage identification number KGTT1 at web address http://www.nws.noaa.gov/oh/hads/
(b) The Clinch River gage near Clinton was out of service for an unknown time period. Recent data can be obtained for the Clinton gage by accessing gage identification number CCLT1 at web address http://www.nws.noaa.gov/oh/hads/
Source: Reference 2.4.1-4 2.4.1-8 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Table 2.4.1-4 Monthly Average Discharges from Melton Hill Dam (2004-2013)
Monthly Average Discharge (cubic feet per second) 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 January 8860 9150 2910 6070 1090 8370 10,300 5010 8690 10,800 February 7240 6390 2930 2170 1510 5170 13,000 3600 8830 14,500 March 4380 4360 1910 1640 1880 3880 2320 14,800 10,800 5490 April 1510 3350 2240 1850 1520 1840 1050 7540 1210 4000 May 1560 4900 3030 1710 1260 7340 2540 6400 1310 6940 June 7580 1780 1820 3810 2260 3620 2250 3430 1530 6460 July 3280 2240 2790 5090 3290 3310 2400 3950 2970 6190 August 4800 3890 6030 5710 4600 5250 6280 6450 5350 3120 September 5050 4850 2440 1730 1540 3680 3850 3930 3500 4750 October 3450 4110 3660 2590 719 5570 2710 4030 4260 6330 November 7620 2420 6060 844 589 6290 3170 7860 4920 3860 December 14,900 2720 4150 865 3710 11,900 8140 13,690 3170 8630 2.4.1-9 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Exempted from Disclosure by Statute - Withheld Under 10 CFR 2.390(a)(3)
(See Part 7 of this Early Site Permit Application)
Figure 2.4.1-1. Clinch River Water Supply Withdrawals Location Map 2.4.1-10 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-1 Figure 2.4.1-2. Site Location Map 2.4.1-11 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-1 Figure 2.4.1-3. Topographic Map 2.4.1-12 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.4.1-4. Not Used 2.4.1-13 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.4.1-5. (Sheet 1 of 2) Tennessee River System 2.4.1-14 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.4.1-5. (Sheet 2 of 2) Tennessee River System 2.4.1-15 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 1 of 11) Seasonal Operating Curve, Watts Bar Dam 2.4.1-16 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 2 of 11) Seasonal Operating Curve, Fort Loudoun and Tellico Dams 2.4.1-17 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 3 of 11) Seasonal Operating Curve, Boone Dam 2.4.1-18 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 4 of 11) Seasonal Operating Curve, Cherokee Dam 2.4.1-19 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 5 of 11) Seasonal Operating Curve, Douglas Dam 2.4.1-20 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 6 of 11) Seasonal Operating Curve, Fontana Dam 2.4.1-21 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 7 of 11) Seasonal Operating Curve, Fort Patrick Henry Dam 2.4.1-22 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 8 of 11) Seasonal Operating Curve, Melton Hill Dam 2.4.1-23 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 9 of 11) Seasonal Operating Curve, Norris Dam 2.4.1-24 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 10 of 11) Seasonal Operating Curve, South Holston Dam 2.4.1-25 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.4.1-10 Figure 2.4.1-6. (Sheet 11 of 11) Seasonal Operating Curve, Watauga Dam 2.4.1-26 Revision 1