Text

Amend 1 to Environ Rept - OL Stage,Coveringtransportation, Major Industries,Educ Facilities & Other Major Institutions
	ML20079N989
Person / Time
Site:	Millstone
Issue date:	02/28/1983
From:	; NORTHEAST UTILITIES
To:	;
Shared Package
ML20079N972	List: B10702, Forwards Amend 1 to Environ Rept - OL Stage & Amend 1 to FSAR (Filed in PDR Category K); ML20079N989;
References
	ENVR-830228, NUDOCS 8303040493
	Download: ML20079N989 (93)
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MNPS-3 EROLS

( INSERTION INSTRUCTIONS FOR AMENDMENT 1 V

Remove- old pages and insert Amendnent 1 pages as instructed below (amendnent pages bear the amendment number and date at the foot of the page).

Vertical bars (change bars) have been placed in the outside margins of revised text pages and tables to show the location of any technical changes originating with this amendment. A few unrevised pages have been reprinted because they fall within a run of closely spaced revised pages. No change bars are used on figures or on new sections, appendices, questions and responses, etc.

Transmittal letters along with these insertion instructions should either be filed or entered in Volume I of Part I, in front of any existing letters, instructions, distribution lists, etc.

LEGEND Remove / Insert Columns Entries beginning with "T" or "F" designate table or figure numbers, respectively. All other entries are page numbers:

T2.3-14 = Table 2.3-14 F2.3-14 = Figure 2.3-14 O's-2.1-9 = Page 2.1-9 EP2-1 = Page EP2-1 vii = Page vii Pages printed back to back are indicated by a "/":

1.2-5/6 = Page 1.2-5 backed by Page 1.2-6 T2.3-14(5 of 5)/15(1 of 3) = Table 2.3-14, sheet 5 of 5, backed by Table 2.3-15, sheet 1 of 3 Location Column Ch = Chapter, S = Section, Ap = Appendix Remove Insert Location VOLUME 1 EP2-1/2 EP2-1/2 After Ch. 2 Tab EP2-3/4 EP2-3/4 EP2-5/6 EP2-5/6 EP2-7/8 EP2-7/8 O

Amendment 1 1 of 3 February 1983 8303040493 8302282 PDR ADOCK 05 ]

MNPS-3 EROLS INSERTION INSTRUCTIONS FOR AMENDMENT 1 (Cont)

Remove Insert Location l

2.1-7/8 2.1-7/8 S 2.1 1

1 2.1-11/12 2.1-11/12 F2.1-24 F2.1-24 VOLUME 2 S 2.3 2.3-7/8 2.3-7/8 2.3-9/10 2.3-9/10 2.3-11/12 2.3-11/12 T2.3-3/4 T2.3-3/4 T2.3-5/6 T2.3-5/6 T2.3-7/8 T2.3-7/8 T2.3-11/12 T2.3-11/12 T2.3-13/14(1 of 13) T2.3-13/14(1 of 13)

T2.3-14(2 of 13)/3 of 13 T2.3-14(2 of 13)/3 of 13 T2.3-14(4 of 13)/5 of 13 T2.3-14(4 of 13)/5 of 13 T2.3-14(6 of 13)/7 of 13 T2.3-14(6 of 13)/7 of 13 T2.3-14(8 of 13)/9 of 13 T2.3-14(8 of 13)/9 of 13 T2.3-14(10 of 13)/11 of 13 T2.3-14(10 of 13)/11 of 13 T2.3-14(12 of 13)/13 of 13 T2.3-14(11 of 13)/13 of 13 T2.3-17/18 T2.3-17/18 T2.3-19(1 of 2)/2 of 2 T2.3-19(1 of 2)/2 of 2 T2.3-20/21 T2.3-20/21 T2.3-22/23(1 of 8) T2.3-22/23(1 of 8)

T2.3-27/28 T2.3-27/28 Amendment 1 2 of 3 February 1983

.MNPS-3 EROLS.

i' INSERTION INSTRUCTIONS FOR AMENDMENT I.(Cont)

. Remove ' Insert' Location T2.3-32/33 T2.3-32/33 T2.3-34/35. T2.3-34/35 T2.3-36'37 / T2.3-36/37 T2.3-38/39(1 of 3) T2'.3-38/39(1 of 3)

T2.3-39(2 of 3)/3 of 3 T2.3-39(2 of 3)/3 of 3 T2.3-40/41 T2.3-40/41 T2.3-42/43 T2.3-42/43 T2.3-46/47 T2.3-46/47 T2.3-48/49 T2.3-48/49 T2.3-52/53 T2.3-52/53 T2.3-56/57 T2.3-56/57 T2.3-58/59 T2.3-58/59 T2.3-66/67 T2.3-66/67 EP3-1/2 EP3-1/2 ' After Ch. 3 Tab T3.6-1(1 of 3)/2 of 3 T3.6-1(1 of 3)/2 of 3 T3.6-1(3 of 3)/2 T3.6-1(3 of 3)/2

.EP5-1/2 EP5-1/2 After Ch. 5 Tab EPS-3 EPS-3 T5.6-1/2 T5.6-1/2 S5.6 Amendment 1 3 of 3 February 1983

The only change made to the following tablec was that they went from a single-spaced copy to s double-spaced copy:

Tables 2.3-42 2.3-43 2.3-48 2.3-53 2.3-56

.2.3-57 2.3-58 2.3-66

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/ LIST OF EFFECTIVE PAGES (Cont)

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f MNPS-3 EROLS LIST OF EFFECTIVE PAGES (Cont)

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MNPS-3 EROLS utilities are shown at New London (Waterford) and Groton/New London 7s

'-)

1 5 (Trumbull) Airports, the Port of New London, and the Millstone site.

Commercial development-is scattered along major roads.

Growth is occurring throughout the 10-km (6-mile) region, particularly the expansion of suburban development. Growth of mixed urban uses is taking place adjacent to the town centers of New London and Groton.

It is expected that Waterford will experience some multi-family development along Boston Post Road and Rope Ferry Road in response to new sewer lines. Approximately 200 new elderly housing and i condominium units have been approved for development north and north-northeast of the site, between 4 and 8 km (2.5 and 5 miles). A major shopping mall has been approved for development on Route 85 between Interstate 95 and Route 52 (Connecticut Turnpike) near the area targeted for industrial development by town zoning (Telecon, Ellis 1981o; Waterford Planning and Zoning Commission 1977).

Suburban residential development in Old Lyme is expected to continue in the 10-km (6-mile) region. Land south of Interstate 95 at Interchange 71 has been designated for industrial development (Town of Old Lyme, Conn. 1975). The town garage and some small firms with two to three employees are located in this area.

Zoning maps for the six zoning jurisdictions within the 10-km (6-mile) region are shown on Figures 2.1-25 through 2.1-30. There (jg s are presently no moritoriums on growth in any of the towns within the 10-km region.

Transportation The area within 10 km (6-miles) of Millstone 3 is served by interstate, state, and local roads. These and other transportation facilities are shown on Figure 2.1-31.

Average daily traffic counts (ADT) in the vicinity of Millstone 3 ranged from 2,300 on Route 213 near Goshen Road, to 30,100 on I-95, east of the junction with Route 52 (Telecon, Ellis 1981f). Several ADT counts for the 10-km region are provided in Table 2.1-23.

Two major highway improvements are presently planned for the 10-km (6-mile) region. The section of Route 85 between I-95 and Route 52 will be widened in connection with the new shopping mall to be built on Route 85 (Telecon, Ellis 1981e). A new bridge between Waterford and East Lyme is currently in design by the Connecticut Department of Transportation and will replace the Niantic River Bridge with a high-rise bridge one mile long (Telecon, Ellis 1981o; Telecon, Ellis 1981e).

Major local roads in Waterford include Rope Ferry Road (Route 156),

Great Neck Road (Route 213), Boston Post Road (U.S. Highway 1),

['

s Niantic River Road, and Spithead Read.

Amendment 1 2.1-7 February 1983

MNPS-3 EROLS Two airports are located within the 10-km (6-mile) region. The 1

Groton/New London Airport, Trumbull Airport is located in Groton, approximately 10 km (6-miles) east-northeast of Millstone 3. In addition to charter, private, rental, and instructional activities, Trumbull has commercial service by Pilgrim Airlines (for whica it is a base of operations) and U.S. Air. There were a total of 125,000 operations in 1980 (Telecon, Ellis 1981n).

1l The New London (Waterford) Airport has charter service and private planes. No data are available on use, and there are currently no 1l plans to expand the facilities or services. New London Airport is located approximately 7 km (4.3 miles) north-northeast of hillstone 3.

1 l The Consolidated Rail Corporation (Conrail), Providence and Worcester Co., and Central Vermont Railway operate freight trains within the 10-km region. Amtrak owns the trackage of the Shore Line, which crosses the Millstone site. Amtrak provides passenger service, and Conrail provides freight service on that line. As discussed in Section 2.1.3.1.2, the Northeast Corridor Rail Improvement Plan is expected to make improved rail service possible between Boston and Washington, D.C. Improvements to trackage in Massachusetts and Col.nec ticu t are nearly complete, and all other improvements are expected to be complete by 1985 (Telecon, Ellis 1981k).

Major Industries Major industries (companies with 50 or more employees) are listed in Table 2.1-24 and on Figure 2.1-32. The largest employer, with 20,600 employees, is General Dynamics Corporation - Electric Boat Division, located on the Thames River in Groton, approximately 8.2 km (5 miles) east-northeast of Millstone 3 (Southeastern Connecticut Chamber of Commerce 1977). Electric Boat Division is involved in the design and construction of nuclear submarines. The largest manufacturing employer in Waterford is the Bureau of Business Practices, which employs 315 people in publishing training materials (Southeastern Connecticut Chamber of Commerce 1977). The Bureau of Business Practices is located approximately 4.! km (2.8 miles) northeast of Millstone 3.

Educational Facilities Schools and colleges in the 10-km (6-mile) region are listed in Table 2.1-25, which includes the town or city where the school is located, its distance and direction from the site, grades taught, and student enrollment. Programs for children with special needs are located in Waterford and New London.

Several colleges and graduate programs are located in New London and Groton. The U.S. Coast Guard Academy, with 987 boarding students, is located approximately 9 km (5.6 miles) northeast of the site. The I l Connecticut College Campus 9 km (5.6 miles) north-northeast of the site is also the location of the Connecticut College Program for Children with Special Needs and the Williams School, a private school Amendment 1 2.1-8 February 1983

MNPS-3 EROLS gS- Several state-owned areas offer access to lakes and streams for fresh

' ; water fishing in the 10-km (6-mile) region. These facilities are

shown in Table 2.1-28. Those on Pataguanset Lake, Dodge Pond, and Gorton Pond have boat launches. The boat launch site on the Niantic River and all other salt water based recreational facilit'ies are discussed in Section 2.1.3.2. Additional state boat launch access points are planned for the Thames River, under the Gold Star Memorial Bridge in Groton and in New London.

Sites of historic, scenic, or cultural significance in the 10-km (6-mile) region are discussed in Section 2.6.1.

Other Major Institutions Lawrence and Memorial Hospital in New London is the only hospital in the 10-km (6-mile) region. With 325 beds and 1,200 staff (Telecon, Ellis 1981r), it serves Waterford, New London, and surrounding communities. Five nursing homes licensed for 50 or more beds are located in the 10-km (6-mile) region. These major medical facilities are shown on Figure 2.1-32 and in Table 2.1-29.

Seaside Regional Center provides training and housing for handicapped citizens. There are 185 residents, 100 day students, and 260 full-and part-time staff on the Waterford Campus (Telecon, Ellis 1981q),

located approximately 3 km (1.9 miles) east-southeast of the site.

'N The Connecticut Correctional Institute at Niantic and the J.B. Gates Correctional Unit occupy 341 hectares (843 acres) in East Lyme, 6.2 km (3.9 miles) west-northwest of the site. The facility contains a total of 307 inmates and 171 full-time and 7 part-time staff (Cerino 1981).

Also in East Lyme, the Connecticut National Guard runs Camp O'Neill and Stone Ranch Military Reservation. Camp O'Neill (named for the present governor, identified in earlier reports as Camp Grasso or Meskill) is the barracks area. Stone Ranch is the training ground for between 500 and 600 National Guard Troops from the end of May to mid-August. Camp barracks have a capacity for 800 people and, with tents, can accommodate up to 1,000 (Telecon, Ellis 1981i). Camp O'Neill includes 31 hectares (76 acres) and is 3.2 km (2 miles) l1 northwest of Millstone 3. Stone Ranch (with 366 hectares or 904 acres) is turned over to the Connecticut Department of Environmental Protection from November 15 to December 31 for hunting.

2.1.3.1.2 Land Use Within 80 km The 80-km region surrounding Hillstone 3 includes portions of Connecticut, Phode Island, and Suffolk County, New York. Hajor features of the region are identified on Figure 2.1-35. Surface water bodies within 80 km (50 miles) include: Long Island Sound, Block Island Sound, the Atlantic Ocean south of Long Island, and Rhode Island Sound. The Connecticut River and Thames River in Connecticut, Narragansett Bay and the Providence River in Rhode Amendment 1 2.1-11 February 1983

MNPS-3 EROLS Island, and the bays of eastern Long Island (Gardner's, Great Peconic, Shinnecock, and Moriches) are also shown on Figure 2.1-35.

lf The cities and towns within the 80-km (50-mile) region are major locations for industrial and commercial development, and educational, recreational and cultural facilities. Hartford, the capital of Connecticut, is located on the Connecticut River, approximately 63 km (39 miles) northwest of the Millstone site. Providence, Rhode Island, is located northeast of Millstone at the boundary of the 80-km region, at the head of Narragansett Bay. Development in Suffolk County, New York, in the 80-km (50-mile) region is mainly residential, with most towns oriented to ceasonal use.

Urban and suburban areas in the 80-km (50-mile) region are located along major rivers, transportation routes, and the seacoast. The extensive shoreline created by bays, barrier beaches, and islands is an important resource throughout the region. Most of the coastline is characterized by seasonal developments which contain many recreational, cultural and tourist facilities.

Land use, as it appeared in 1970, is shown on Figure 2.1.-36. As shown on the generalized land use map, the 80-km (50-mile) region is characterized by extensive areas of forest and agricultural lands and numerous lakes and ponds (U. S. Department of the Interior, U. S.

Geological Survey 1972-78). Built-up lands (commercial, industrial, and mixed urban uses) and suburban development (residential use) predominate in the Hartford-Bridgeport corridor, northwest and west of the site.

Cities and towns such as New Britain, Meriden, Wallingford, Hamden, New Haven, and Hilford comprise th: corridor which follows major highway and rail lines between Hartford and New York City. Bristol and Waterbury are additional locations of urban and suburban development west of the Hartford-Bridgeport corridor in the 80-km (50-mile) region. New London, Groton, and Norwich, Connecticut form a secondary corridor of development along the Thames River.

Figure 2.1-36 also shows small areas of mixed urban development at Putnam and Danielson and primarily residential land use along the shore of Long Island Sound in Connecticut (The Continuing Committee on State Planning and Development, State of Connecticut 1979).

The second major area of built-up land and residential development is 70 km (43.5 miles) northeast of Millstone 3 at Providence, Cranston, and Warwick, Rhode Island. Newport, Kingston, and Westerly, Rhode Island are also centers for mixed urban and residential land uses.

The most extensive areas of agriculture in the 80-km (50-mile) region are located in Suffolk County, New York (U. S. Department of the Interior, U. S. Geological Survey 1972-73). As indicated on Figure 2.1-36, residential development with scattered occurrences of mixed urban uses characterize the towns along the Atlantic coast.

Riverhead and Brookhaven also contai: some mixed urban use.

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? i SC AL E - M ILO M E T ERS FIGURE 2.1-24 LAND USES WITHIN IOkm MILLSTONE NUCLEAR POWER STATION UNIT 3 ENVIRONMENTAL REPORT OPERATING LICENSE STAGE AMENDMENTI FEBRUARY 1983

MNPS-3 EROLS p high for periods up to several days during the warmer months.

Table 2.3-13 (NOAA 1970, 1974, 1975, 1978, 1981; NOAA 1949-1980) gives the monthly, seasonal, and annual averac,es and extremes of relative humidity.

2.3.1.15 Meteorological Effects on Ultimate Heat Sink A depression of water levels in Long Island Sound may result from an intense storm or hurricane moving up the Atlantic coast. The most conservatively calculated depression (Millstone 3 PSAR Question 2.11) does not exceed the operable depth of safety related service water l pumps in the intake structure (Section 2.4).

2.3.2 Site Meteorology 2.3.2.1 Data Sources Local meteorology for the Millstone site is described by weather observations taken over a 32-year period (1949 through 1980) at Bridgeport and by data collected during an 8-year period (1974 through 1980) by an instrumented meteorological tower at Millstone.

l1 {

The Bridgeport weather facility at Sikorsky Airport is located l southeast of Bridgeport (an urban industrial area) and about 1 mile from Long Island Sound. The Millstone meteorological tower is located on a point of land right at the shore and is surrounded by I

~

water on three sides. The water temperatures in the eastern end of Long Island Sound (Millstone area) tend to be somewhat cooler than I water temperatures in the western end (Bridgeport) because of water exchange with the Atlantic Ocean. This is particularly true in the summer. In spite of these differences in location, the meteorological conditions are similar. Millstone data were compared for an 8-year period (1974 through 1981), where possible, to Bridgeport data for the same period. The comparisons indicated that meteorological conditions at the two locations were similar and thus that the 32-year Bridgeport data base can be used to reasonably represent long-term meteorology at Millstone.

2.3.2.2 Normal and Extreme Values of Meteorological Parameters 2.3.2.2.1 Wind conditions l Table 2.3-14 shows monthly and annual summaries of wind speed and direction at Bridgeport for the 1949 through 1980 period.

Table 2.3-15 shows monthly and annual summaries of wind speed and direction at Millstone for 1974 through 1981, taken from the 10-meter level on the meteorological tower.

Table 2.3-16 (NOAA 1949-1980) compres the freque.ncy of wind directions by quadrant at Millstone and Bridgeport for the comparison period (1974 through 1980 and 1974 through 1981) and relates both to l1 the long-term Bridgeport data base. There is good agreement between the sites. Table 2.3-17 (NOAA 1949-1980) compares the frequency of

[

V] wind speeds by quadrant in a similar manner.

Bridgeport are somewhat higher; this may be due to the greater Wind speeds at elevation of the wind sensor at Bridgeport for a part of the Amendment 1 2.3-7 February 1983 i

MNPS-3 EROLS comparison period and most of the long-term period. Nonetheless, there is reasonable agreement between the sites. Table 2.3-18 shows the directional persistence by compass sector of 10-meter winds at Millstone from 1974 through 1981. Table 2.3-2 shows the directional persistence by compass sector of winds at Bridgeport from 1949 through 1965.

2.3.2.2.2 Air Temperature and Water Vapor Tables 2.3-11 and 2.3-13 give the normal and extreme 7alues of air temperature and humidity for Bridgeport data. Table 2.3-19 presents normal and extreme values of air temperature, dew point temperature, absolute humidity, and relative humidity for 8 years of Millstone data at the 10-meter level. Tables 2.3-20 and 2.3-21 compare Bridgeport and Millstone data for the same data period. Temperatures at Millstone are slightly cooler than at Bridgeport, probably reflecting both cooler water temperatures around Millstone and the presence of an urban heat island affecting Bridgeport. Dew point 3 temperatures are about the same at both sites. Relative humidity values are slighly higher at Millstone than at Bridgeport, reflecting the cooler temperatures at Millstone.

2.3.2.2.3 Precipitation Tables 2.3-6 through 2.3-9 give the normal and extreme values of precipitation based on long-term Bridgeport data. No precipitation data are collected at Millstone.

2.3.2.2.4 Fog and Smog Table 2.3-10 provides a summary of fog conditions based on long-term Bridgeport data. Most of the heavy fog in the Millstone area is an advection type caused by the passage of warm moist air over relatively cold water. Since Millstone has greater exposure to the cooler waters of eastern Long Island Sound and the Atlantic Ocean, the frequency of heavy fog there is expected to be somewhat greater than at Bridgeport. This expectation is borne out in Table 2.3-22, which compares heavy fog occurrence at Bridgeport to that at Block Island (NOAA 1970, 1974, 1978, 1981). Block Island has greater exposure to cool waters in all directions and experiences a higher frequency of heavy fog, especially in late spring and summer when the differences between air and water temperatures are most pronounced.

The frequency of heavy fog at Millstone is probably greater than that at Bridgeport but less than that at Block Island. The Millstone meteorological tower has a visibility monitor. Joint frequency summaries of visibility, wind direction, and atmospheric stability are provided for 8 years of Millstone data in Table 2.3-23. The visibility monitor reflects the occurrence of haze, rain, and snow as well as fog and, consequently, may not be directly compared to either Bridgeport or Block Island fog occurrence data, which are derived from actual visual observations of fog.

Table 2.3-24 provides monthly frequencies of the duration of poor visibility conditions (less than 1.6 km (1 mile)) as measured by the Amendment 1 2.3-8 February 1983 l

p MNPS-3 EROLS I

/3 Millstone visibility monitor for an 8-year period. Similar Q information for 5ridgeport is not available.

2.3.2.2.5 Atmospheric Stability Table 2.3-25 shows the percentage distribution of stability data within the seven classes specified by Regulatory Guide 1.23 for the period 1949 through 1980 at Bridgeport. The method used to assign a datum to a particular stability class is based on a parameterization of incoming solar radiation and wind speed and is referred to as the STAR method. This method yields a low percentage of cases in the "A" stability class at Bridgeport, since a solar angle of at least 60 degrees concurrent with relatively clear skies is required for this condition. This requirement is fulfilled only on sunny June and July days for a few hours arot id solar noon. In addition, E, F, and G stabilities are constrained to occur only during nighttime hours by this program, and the Bridgeport data are thus unable to reflect daytime occurrences of stable conditions such as those associated with the shallow inversions associated with a sea breeze off Long Island Sound.

Table 2.3-26 shows the percentage distribution of stability data within seven classes for the 1974 through 1981 period at Millstone, based on vertical temperature difference measurement at three levels on the meteorological tower. Table 2.3-27 shows the same information based on wind direction fluctuation measurements at the four wind instrument levels on the tower.

Table 2.3-28 compares the stability class distribution at Bridgeport to that at Millstone for the periods 1974 through 1980 and 1974 through 1981. The distributions are not particularly comparable because of the differences in methodology.

Table 2.3-29 shows cumulative frequency distributions of the duration of inversion conditions (E, F, and G stability class) by month fcr the 1974 through 1981 dati at Millstone, based on vertical temperature difference measurements at three levels on the l1 meteorological tower.

2.3.2.2.6 seasonal and Annual Mixing Heights

'ieasonal and annual mixing height data for Millstone are adopted from Holzworth (1972) and shown in Table 2.3-30. No direct measurements of mixing height are available near the site region.

2.3.2.3 Potential Influence of the Plant and Its Facilities on Local Meteorology Millstone 3 will use a once-through cooling water system, discharging its cooling water into an existing quarry and thence into Long Island Sound. Thin wisps of steam fog will occasionally form over the quarry and less frequently over the discharge plume during the winter L montLs, depending on tidal conditions and temperature differences between air and water. This fog will dissipate rapidly as it moves Amendment 1 2.3-9 February 1983

MNPS-3 EROLS away from the warm water area. Because the maximum discharge plume (defined by the 0.83'c (1.5*F) isotherm of temperature differential with all three Millstone units at full power) will be approximately an ellipsoid of 1,500 meters by 800 meters, the extent of the steam fog resulting from this discharge plume, ender the full spectrum of meteorological conditions, will be negligible.

2.3.2.4 Local Meteorological Conditions for Design and Operating Bases 2.3.2.4.1 Design Basis Tornado The design basis tornado (DBT) for Millstone (used for missile damage estimates) was developed from Regulatory Guide 1.76. The specifications are as follows:

Maximum wind speed 576 km/hr (360 mph)

Maximum rotational speed 464 km/hr (290 mph)

Maximum translational speed 112 km/hr (70 mph)

Pressure drop 0.21 kg/sq cm (3.0 psi)

Rate of pressure drop 0.14 kg/sq cm (2.0 psi /sec)

Based on descriptions of Connecticut tornadoes (NOAA 1959-1981; Pautz 1969), a tornado with an intensity that was more severe than the DBT has never been observed.

2.3.2.4.2 Design Basis Hurricane

' The design basis hurricane for Millstone (used for flooding and setdown estimates) was developed in the Millstone 3 PSAR (Question 2.10). The specifications ares l Central pressure index 96.24 cm (27.26 inches)

{

Peripheral pressure 77.62 cm (30.56 inches)

Radius to maximum winds 88 km (55 miles)

Angle of maximum wind from direction of travel 116 degrees Maximum gradient wind 198.4 km/hr (124 mph)

Speed of translation 27.2 km/hr (17 mph)

This design hurricane is considerably more intense than the worst on record (the hurricane of 1938).

2.3.2.4.3 Snow Load 1

The design total snow load (Section 2.3.1.9) for Millstone (used for building design) is 293 kg/sq meter (60 lb/sq ft) (depth of 2,540 mm (100 inches)). This is assumed to consist of a preexisting snowpack of depth 1,219 mm (48 inches) and a 2-day winter snowstorm delivering Amendment 1 2.3-10 February 1983

_ _ _ _ _ _ _ _ _ _ _ i

MNPS-3.EROLS

.<x another 1,321 mm (52 inches). Conditions like this have never been

.( ) recorded on the connecticut shoreline.

U 2.3.2.4.4 Rainfall The design maximum rainfall rates for Millstone (used for building design and flood estimates) are 76.2 mm (3.00 inches) in 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months and 100 mm (7.10 inches) in 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months for a return period of 100 years (Section 2.3.1). The maximum 24-hour rainfall recorded at Bridgeport was 175 mm (6.89 inches) in June 1972.

2.3.2.4.5 Adverse Diffusion Conditions The occurrence of adverse diffusion conditions (low winds, stable conditions, sea breeze fumigation, long directional persistence of winds, or long persistence of high stabilities) used for diffusion estimates at Millstone, are considered in the methodology of the diffusion estimates that appear in Sections 2.3.4 and 2.3.5.

2.3.3 Topograpical Description The topography around Millstone is marked by low rolling hills, rising inland from the shoreline. The maximum height of the surrounding terrain within 8 km (5 miles) of the site is about 76.2 meters (250 feet) above mean sea level (msl) at 5.1 km (3.2 miles) to the north-northwest. To the south of the site, from r~'s east through west, is open water. Figure 2.3-1 shows the general

\ topography of the Hillstone area to 8 km (5 miles). Figures 2.3-2 and 2.3-3 show vertical profiles of maximum elevations versus distance from the plant for each of 16 compass sectors to 8 km (5 miles). Figures 2.3-4 and 2.3-5 show the vertical profiles to 80 km (50 miles). Figure 2.3-6 shows the general topography to 80 km (50 miles).

The inland terrain in Connecticut is not pronounced enough to produce any significant local modifications of synoptic conditions at the shoreline. The shoreline areas do, however, experience local modifications of synoptic patterns because of the temperature differences between air over land and air over water. The most pronounced modification is the development of a diurnal sea breeze, commonly experienced in the months of April through October on sunny days. During the daytime on these days, solar heating of land causes relative low pressure over land near ground level and relative high pressure over water offshore. This results in the development of a mesoscale wind circulation near the shoreline from water to land, with a return flow aloft. This sea breeze is sometimes strong enough to develop in the face of an offshore pressure gradient (ie, northerly winds), but it most commonly occurs as a reinforcement of the typical summertime southwesterly wind flow associated with an offshore high pressure system.

p

(

Amendment 1 2.3-11 February 1983

MNPS-3 EROLS 2.3.4 Short-Term (Accident) Diffusion Estimates 2.3.4.1 Objective 1l Accidents at Millstone 3 are assumed to result in ground level effluent releases from the containment structure and containment ventilation vent. For various time periods after an accident, atmospheric dilution factors (X/Q) were calculated for emissions from Millstone 3 at the exclusion area boundary (EAB) and at the low population zone (LPZ) for each downwind sector. The emission outlets used in determining X/Q's were the outer surface of the containment 1 l structure and ventilation vent. For the time period of 0 to 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months , O to 8 hours9.259259e-5 days 0.00222 hours 1.322751e-5 weeks 3.044e-6 months , 8 to 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months , 1 to 4 days, and 4 to 30 days, diffusion estimates were calculated at the EAB and LPZ for the engineered safety features building (Esc) leakage. Tables 2.3-31 through 2.3-34 present 50-percent equal rise, ground level X/Q values (as stated in Regulatory Guide 4.2) at the EAB and LPZ.

Tables 2.3-35 through 2.3-38 list 50-percent elevated and fumigation 1

X/Q values at the EAB and LPZ. These values are presented as information only (i.e., not used in any dose calculations).

2.3.4.2 Calculations 1 l The X/Q dilution factors listed in Table 2.3-31 through 2.3-34 were calculated utilizing the bi-variate normal, or Gaussian, diffusion model (Regulatory Guide 1.145), modified for source configuration, and lateral meander under neutral and stable conditions. Input parameters were determined from onsite meteorological data acquired during the January 1, 1974 through December 31, 1981 period. These parameters included hourly average values (based upon 15-minute averages) of wind speed and wind direction at the 10-meter and 114-meter levels along with atmospheric stability determined from the temperature differences measured between the 10- and 43-meter and 10-and 114-meter levels. Atmospheric stability was classified according to the temperature gradient values listed for the various Pasquill stability categories.

Hourly average X/Q values for the one-hour (representative of the O-to 2-hour period) accident period were calculated using Equations 2.3.4-1 through 2.3.4-3 for D to G stability conditions, when the wind speed at the 10-meter level is less than 6 meters per second:

X -

10

Ey0 2) I where:

Amendment 1 2.3-12 February 1983 1

_ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - _ _ - - - _ - - - - - - - _ _ - - - - . - - - ---_---_J

1 l

3 8

630 9 546 5 300 3 151 7 9

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MNPS-3 EROLS TABLE 2.3-4 MONTHLY, SEASONAL, AND ANNUAL WIND SPEED EXTREMES AT BRIDGEPORT, CONN.

(1961-1981)

Fastest-Hile Wind Direction

Wir.d Speed of Fastest-Hile km/hr (mph) Wind Speed December 84.8 (53) WSW January 107 (67) NNW February 104 (65) NNW Winter 107 (67) NNW March 92.8 (58) E April 88 (55) NW May 80 (50) NNW Spring 92.8 (58) E June 60.8 (38) WNW July 64 (40) WNW August 92.8 (58) NE Summer 92.8 (58) NE September 75.2 (47) NNE October 92.8 (58) N November 92.8 (58) SE Fall 92.8 (58) SE Annual 107 (67) NNW NOTE:

Based on a 16-compass-point system I O

1 of 1

MNPS-3 ER0LS TABLE 2.3-5 O MEAN NUMBER OF DAYS OF THUNDERSTORM OCCURRENCE AT BRIDGEPORT, CONN.

(1951-1981) l Number of Days December

January

February

Winter

March 1 April 2 May 3 Spring 6 June 4 July 5 August 4 Summer 13 September 2 October 1 November

Fall 3 Annual 22 NOTE:

Less than 1 day every 2 years O

1 of 1

MNPS-3 EROLS TABLE 2.3-6 MONTHLY, SEASONAL, AND ANNUAL AVERAGES AND EXTREMES OF PRECIPITATION AT BRIDGEPORT, CONN.

(1901-June 1982)

Precipitation mm (inches)

Mean Number of Days with Precipi-tation 0.25 mm Maximum (0.01 Normal Maximum Minimum In 24 Inch) or Total Monthly Monthly Hours More Length of Record * ** ** *** ****

December 87.4 (3.44) 250 -(9.85) 8.4 - (0.33) 93.7 -(3.69) 11 January 68.8 (2.71) 284 -(11.20) 10.0 -(0.40) 116.0 -(4.55) 11 February 68.8 (2.71) 169 -(6.65) 21.6 -(0.85) 58.7 -(2.31) 10 Winter 255.0 (8.86) - -

93.7 -(3.69) 32 March 86.6 (3.49) 245 -(9.64) 7.4 - (0.29) 117 - (4.60) 11 April 86.1 (3.39) 239 -(9.41) 17.5 -(0.69) 84.0 -(3.32) 11 May 90.7 (3.57) 258.6 -(10.18) 12.4 -(0.49) 82.0 -(3.23) 11 Spring 265.4 (10.45) - -

117 -(4.60) 33 June 65.0 (2.56) 449.6 -(17.70) 1.8 -(0.07) 175 -(6.89) 9 July 87.4 (3.44) 476.8 -(18.77) 11.4 -(0.45) 151 -(5.95) 8 August 96.5 (3.80) 337.6 -(13.29) 5.1 -(0.20) 101 -(3.97) 9 Summer 248.9 (9.80) - -

175 -(6.89) 26 September 73.2 (2.88) 359.4 -(14.15) 2.3 -(0.09) 119 -(4.67) 9 October 70.9 (2.79) 272.3 -(10.72) 7.6 -(0.30) 109 -(4.28) 7 November 97.3 (3.83) 259.6 -(10.22) 9.1 -(0.36) 103 -(4.07) 10 Fall 241.4 (9.50) - -

119 -(4.67) 26 Annual 980.7 (38.61) - -

175 -(6.89) 117 NOTES:

1941 through 1981 (40 years) (NOAA 1970, 1974, 1975, 1978, 1981)

- 1901 through 1981 (81 years) (NOAA 1970, 1974, 1975, 1978, 1981) 3

- - 1949 through June 1982 (33.5 years) (NOAA 1970, 1974, 1975, 1979 1981, January through June 1982)

- - - 1949 through 1981 (33 years) (NOAA 1970, 1974, 1975, 1978, 1981)

Amendment 1 1 of 1 February 1983

MNPS-3 EROLS TABLE 2.3-7 ESTIMATED PRECIPITATION EXTREMES FOR PERIODS

UP TO 24 HOURS AND RECURRENCE INTERVALS UP TO 100 YEARS Estimated Precipitating Extremes mm (inches) at Different Recurrence Intervals Period of Rainfall 1 Year 10 Years 50 Ysars 100 Years 30 minutes 22.9 (0.90) 41.9 (1.65) 53.3 (2.10) 61.0 (2.40)

I hour 27.9 (1.10) 53.3 (2.10) 67.3 (2.65) 76.2 (3.00) 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months 36.8 (1.45) 64.8 (2.55) 83.8 (3.30) 92.7 (3.65) 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months 39.4 (1.55) 71.1 (2.80) 92.7 (3.65) 103 (4.05) 6 hours6.944444e-5 days 0.00167 hours 9.920635e-6 weeks 2.283e-6 months 47.0 (1.85) 90.2 (3.55) 112 (4.40) 130 (5.10) 12 hours1.388889e-4 days 0.00333 hours 1.984127e-5 weeks 4.566e-6 months 62.2 (2.45) 107 (4.20) 135 (5.30) 155 (6.10) 24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months 68.6 (2.70) 127 (5.00) 163 (6.40) 180 (7.10)

O O

1 of 1

MNPS-3 EROLS TABLE 2.3-8 MONTHLY, SEASONAL, AND ANNUAL AVERAGES AND EXTREMES OF SNOWFALL AT BRIDGEPORT, CONN.

1l (1921-JUNE 1982)

Mean Number of Days Snow, Ice Pellets Maximum with 25.4 mm Mean Maximum in 24 (1.0 Inch) or Total Monthly Hours More Snow and mm (inches) mm (inches) mm (inches) Snow Pellets Length of Record * ** ***

December 124.5 (4.9) 655 (25.8) 198 (7.8) 2 January 190.5 (7.5) 770 (30.3) 424 (16.7) 2 Februacy 200.7 (7.9) 1,194 (47.0) 424 (16.7) 2 Winter 515.6 (20.3) 1,194 (47.0) 424 (16.7) 6 March 129.5 (5.1) 554 (21.8) 282 (11.1) 1 April 10.2 (0.4) 206 (8.1) 94 (3.7) +

May T T T 0 Spring 139.7 (5.5) 554 (21.8) 282 (11.1) 1 June 0.0 0.0 0.0 0 July 0.0 0.0 0.0 0 August 0.0 0.0 0.0 0 Summer 0.0 0.0 0.0 0 September 0.0 0.0 0.0 0 October T T T 0 November 12.7 (0.5) 358 (14.1) 137 (5.4) +

Fall 12.7 (0.5) 358 (14.1) 137 (5.4) +

Annual 668.0 (26.3) 1,194 (47.0) 424 (16.7) 7 NOTES:

T = trace

+ Less than 1 day every 2 years

1949 through 1981 (33 years) (NOAA 1970, 1974, 1975, 1978, 1981)

- 1921 through 1981 (61 years) (NOAA 1970, 1974, 1975, 1978, 1981)

- - 1949 through June 1982 (33.5 years) (NOAA, 1970, 1974, 1975, 1978, 1981, Jan - June 1982)

Amendment 1 1 of 1 February 1983

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MNPS-3 EROLS TABLE 2.3-12 MEAN NUMBER OF DAYS WITH SELECTED TEMPERATURE CONDITIONS AT BRIDGEPORT, CONN.

(1966-1981)

Mean Number of Days Maximum Temperature Minimum Temperature 32*C 0C 0*C -18 C (90 F) (32*F) (32*F) (0*F) and Above and Below and Below and Below December 0 5 22

January 0

~

11 26

February 0 8 24

Winter 0 24 72

March 0 1 17 0 April 0 0 4 0 May

0

O Spring

1 21 0 June 1 0 0 0 July 3 0 0 0 August 2 0 0 0 Summer 6 0 0 0 September

0 0 0 October 0 0 1 0 November 0

7 0 Fall *

8 0 Annual 6 25 101 0 NOTE:

Less than 1 day every 2 years 1 of 1 9

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .___________L

MNPS-3 ER0LS TABLE 2.3-13 MONTHLY, SEASONAL, AND ANNUAL AVERAGES AND EXTREMES OF RELATIVE HUMIDITY AT BRIDGEPORT, CONN.

(1949-1981)

Relative Humidity (%)

1 AM 7 AM 1 PM 7 PM Absolute Absolute (EST) (EST) (EST) (EST) Maximum Minimum Length of Record * ** ** ** *** ***

December 72 73 62 68 100 14 January 69 71 61 64 100 22 February 67 71 59 62 100 9 Winter 69 72 61 65 100 9 March 69 72 58 62 100 11 April 70 69 53 60 100 9 May 79 76 60 67 100 12 Spring 73 72 57 63 100 9 June 83 78 62 70 100 20 July 82 78 60 69 100 24 August 83 79 61 71 100 24 Summer 83 78 61 70 100 20 September 83 82 63 72 100 24 October 77 78 60 69 100 21 November 75 77 61 69 100 20 Fall 78 79 61 70 100 20 Annual 76 75 60 67 100 9 NOTES:

1968 through 1981 (14 Years) (NOAA 1970, 1974, 1975, 1978, 1981)

- 1966 through 1981 (16 Years) (NOAA 1978, 1981)

- - 1949 through 1980 (26 Years; 1/1/49 through 4/30/53, 5/1/60

.through 12/31/80) 1 of 1

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HR 0 TE ) ) ) ) ) ) ) ) ) ) ) ) ) 3 NV 5 5 2 2 1 7 2 0 7 7 4 2 7 /

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a

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) ) ) ) ) ) ) ) ) ) y t* 9 8 0 9 6 4 2 3 5 1 4 7 7 r0 .

6 o8 0 0 8 7 7 7 3 2 5 6 5 3 1 2 p9) 3 3 3 4 5 6 7 7 6 5 4 3 5 (

e1r ( ( ( ( ( ( ( ( ( ( ( ( (

ga 0 d9t 1 7 4 8 i4 6 0 3 8 2 7 9 4 6 4 4 9 9 9 r9c 1 B1* 0 0 3 8 4 9 2 2 8 3 7 0 0

- - 1 1 2 2 1 1 1 h g

u d

o 1 r

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i r y n e y u s et p

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n cd on n b a e a l g t v c n T 1 e p a u u u e c o e n O m La J F M A M J J A S O N D A N

A l lfl !{ l I

MNPS-3 EROLS TABLE 2.3-21 COMPARISON OF MONTHLY AND ANNUAL AVERAGE RELATIVE HUMIDITY AVERAGES AT BRIDGEPORT AND MILLSTONE 1l Relative Humidity

(%)

Bridgeport

Bridgeport Millstone Millstone 1949-1980 1974-1980 1974-1980 1974-1981 69 82 80 January 69 62 78 78 February 67 67 64 74 73 March 66 61 70 70 April 71 70 75 75 May 73 72 78 77 June 74 73 77 77 July 75 75 79 79 August 74 76 78 77 September 70 72 74 73 October 70 71 75 74 November 70 68 78 77 December 71 70 76 76 Annual

1949-1980 (26 years) (NOAA ~/1/49 through 4/30/53, 5/1/60 through 12/31/80)

February 1983 O

Amendment 1 1 of 1

MNPS-3 EROLS TABLE 2.3-22 MEAN NUMBER OF DAYS WITH HEAVY FOG AT BRIDGEPORT, CONN. AND BLOCK ISLAND

-(1951-1981) l1 Mean Number of Days

(

Bridgeport Block Island 1951-1981 1968-1981 January 3 4 February 3 4 March 3 5 April 3 9 May 4 11 l l

June 4 11 O

July 2 12 August 1 11 September 1 5 October 2 4 November 1 3 December 2 3 Annual 29 82 (NOAA 1981)

O Amendment 1 of 1 February 1983

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MNPS-3 EROLS s TABLE 2.3-32 NEDIAN (50-PERCENT. EQUAL RISK) GROUND-LEVEL X/Q VALUES (x 10-s sec/m a) AT THE LOW POPULPTION ZONE FOR THE 0- TO 30-DAY PERIOD FOLLOW 1hG AN ACCIDENT (Containment Building)

Downwind Distance Sector (m) 0-2 hr 0-8 hr 8-24 hr 1-4 day 4-30 day N 3862 2.71 1.92 1.61 1.11 0.644 NNE 3862 6.50 4.06 3.21 1.93 0.926 NE 3862 13.20 7.72 5.90 3.30 1.43 ENE 3862 11.10 6.68 5.19 3.01 1.37 E 3862 5.12 3.41 2.78 1.79 0.52 ESE 3862 5.14 3.48 2.06 1.87 1.02 SE 3862* 4.89 3.31 2.72 1.78 0.970 l3 SSE 3862* 2.97 0.853 11 O

4.42 2.44 1.58 S 3862* 4.78 3.29 2.74 1.83 1.02 l1 SSW 3862* 5.01 3.54 2.98 2.04 1.19 l1 )

SW 3862. 1.93 1.51 1.33 1.01 0.686 WSW 3862 0.232 0.232 0.232 0.232 0.232 W 3862 1.04 0.781 0.676 0.494 0.315 WNW 3862 2.46 1.69 1.40 0.934 0.521 NW 3862 1.48 1.15 1.01 0.770 0.520 NNW 3862 0.289 0.289 0.289 0.289 0.289 NOTES:

gg

0verwater sector Amendment 1 1 of 1 February 1983

l KNPS-3 EROLS TABLE 2.3-33 l MEDIAN (50-PERCENT EQUAL RISK) GROUND-LEVEL X/Q VALUES O

(x10-5 sec/m 3) AT THE EXCLUSION AREA BOUNDARY FOR THE 0-720-HOUR PERIOD FOLLOWING AN ACCIDENT (Containment Ventilation Vent)

Downwind Distance Sector (m) 0-2 hr 0-8 hr 8-24 hr 1-4 day 4-30 day N 722 3.41 2.91 2.69 2.26 1.77 NNE 1383 2.68 1.97 1.69 1.21 0.752 NE 706 10.70 8.18 7.15 5.33 3.50 ENE 600 10.80 8.67 7.77 6.12 4.34 E 600* 7.00 5.87 5.38 4.44 3.38 ESE 600* 7.00 5.98 5.52 4.65 3.64 SE 600* 6.92 5.88 5.42 4.55 3.53 SSE 600* 6.53 5.48 5.02 4.15 3.16 S 600* 6.77 5.84 5.43 4.63 3.68 SSW 600* 7.00 6.20 5.84 5.12 4.24 SW 600* 4.10 3.74 3.57 3.23 2.80 WSW 600* 1.29 1.29 1.29 1.29 1.29 W 600* 2.35 2.05 1.91 1.65 1.33 WNW 600* 4.15 3.47 3.18 2.62 1.98 NW 600 3.13 2.85 2.71 2.45 2.11 NNW 644 1.39 1.39 1.39 1.39 1.39 NOTE:

0verwater sector O

1 of 1

!' MNPS-3 EROLS TABLE 2.3-34

.(

MEDIAN (50-PERCENT EQUAL RISK) ELEVATED X/Q VALUES (x10-8 sec/m 3) AT THE LOW POPULATION ZONE FOR THE 0- TO 720-HOUR PERIOD FOLLOWING AN ACCIDENT (Containment Ventilation Vent) l l

Downwind Distance i Sectors (meters) 0-2 hr 0-8 hr 8-24 hr 1-4 day 4-30 day /

I N 3862 2.74 1.93 1.62 1.11 0.646 NNE 3862 6.59 4.11 3.24 1.94 0.936 NE 3862 13.60 7.92 6.04 3.35 1.44 ENE 3862 11.50 6.90 5.35 3.07 1.39 E 3862 5.14 3.42 2.79 1.80 0.953 ESE 3862 5.14 3.48 2.86 1.87 1.02 SE 3862* 4.91 3.32 2.73 1.79 0.971 i SSE 3862* 4.42 2.97 2.44 1.58 0.853 v

S 3862* 4.78 3.29 2.74 1.83 1.02 SSW 3862* 5.11 3.60 3.02 2.06 1.20 SW 3862 1.95 1.52 1.34 1.02 0.688 WSW 3862 0.232 0.232 0.232 0.232 0.232 W 3862 1.05 0.782 0.677 0.494 0.315 WNW 3862 2.48 1.70 1.41 0.939 0.523 NW 3862 1.48 1.15 1.01 0.771 0.521 NNW 3862 0.289 0.289 0.289 0.289 0.289 {

l NOTES:

l1

0verwater sector l

O Amendment 1 1 of 1 February 1983 L-- . . - - -

l MNPS-3 EROLS l

TABLE 2.3-35 3

MEDIAN (50-PERCENT EQUAL RISK) ELEVATED X/Q VALUES (x10-7 sec/m )

AT THE EXCLUSION AREA BOUNDARY FOR THE C- TO 2-HOUR PERIOD FOLLOWING AN ACCIDENT ll (Millstone 1 Stack)

Downwind Distance Sector (meters) 0-2 hr N 1,695 16.30 NNE 813 28.10 NE 496 17.80 ENE* 496 14.50 E* 496 11.60 ESE* 496 8.91 SE* 496 8.02 SSE* 496 6.71 S* 496 4.15 SSW* 496 5.09 SW* 496 6.02 WSW* 496 3.24 W* 496 5.34 WNW 649 4.10 NW 710 3.62 NNW 1,029 0.54 NOTES:

X/Q values in this table are not used for any dose calculations 1

but are presented for information only.

Overwater sector Amendment 1 1 of 1 February 1983

NNPS-3 EROLS TABLE 2.3-36 MEDIAN (50-PERCENT EQUAL RISK) ELEVATED X/Q VALUES (x10-7 sec/m3)

AT THE LOW POPULATION ZONE FOR THE 30-DAY PERIOD FOLLOWING AN ACCIDENT (Millstone 1 Stack) l1 Downwind Distance Sectors (meters) 0-2 hr 0-8 hr 8-24 hr 1-4 day 4-30 day N 3862 16.30 9.48 7.23 4.01 1.72 NNE 3862 26.70 15.30 11.60 6.32 2.65 NE 3862 17.80 9.55 7.23 3.77 1.48 ENE 3862 14.10 8.68 6.81 4.03 1.90 E 3862 11.00 6.74 5.28 3.11 1.45 ESE 3862 8.86 5.43 4.25 2.49 1.16 SE 3862* 8.00 5.11 4.08 2.51 1.25 SSE 3862* 6.71 4.16 3.27 1.95 0.92 S 3862* 4.15 2.45 1.88 1.06 0.46 SSW 3862* 5.09 3.07 2.39 1.38 0.63 SW 3862 6.02 3.67 2.87 1.67 0.77 WSW 3862 3.24 1.98 1.55 0.91 0.42 W 3862 5.34 3.20 2.48 1.42 0.64 WNW 3862 4.10 2.82 2.33 1.55 0.86 NW 3862 3.56 2.53 2.13 1.47 0.86 NNW 3862 0.54 0.54 0.54 0.54 0.54 NOTES:

X/Q values in th's table are not used for any dose calculations l1 but are presented for information only.

0verwater sector O

Amendment i 1 of 1 February 1983

l l

MNPS-3 EROLS TABLE 2.3-37 3

MEDIAN (50-PERCENT EQUAL RISK) FUMIGATION X/Q VALUES (x10-5 sec/m )

AT THE EXCLUSION AREA BOUNDARY FOR THE ELEVATED P.ELEASE DOSE CALCULATION (MILLSTONE 1 STACK)

Downwind Distance Sector (meters) X/Q N 1,695 0.79 NNE 813 1.32 NE 496 1.97 ENE 496 1.91 E 496 1.91 ESE 496 1.86 WSW 496 1.81 W 496 1.81 WNW 649 1.45 NW 710 1.34 NNW 1,029 1.03 NOTE:

1 X/Q values in this table are not used for any dose calculations but are presented for information only.

O Amendment 1 1 of 1 February 1983

V i

i ,

MNPS-3 EROLS ;,

,. p y, O TABLE.2.3-38 ,j -\ ,

MEDIAN (50-PERCENT) FUMIGATIOli @Q VALUES (s'10-s sec/ma )

) AT THE LOW POPULATION ZONE FOR ELEVATED RELEASE DOSE CALCULATIONS (MILLSTONE 1 STACK) t 4 }.

)>

Downwind Distance '

Sector- (meters) \ X/Q

\ <

N 3862 s s 5.26. ,

NNE 3862 ,

5.61 '+

NE 3862 3.77 5

, e ENE 3862 -

. 3.80

s 3

s' i E 3862 3 '. 5 2, i,,

\

ESE 3862 '! 3.01

's *\-

s 3 s SW 3862 2.93 ,

WSW 3862 s 3.20 , A 'I+

3 s s W 3862 i.3.10 ,

's

.N ,

1 WNW 3862 ' 4.94 ' ~ '

i I NW 3862 5.96 y 'N /

s NNW 3862 6.47 Y 'J' k

s (' x sh NOTE: '-

X/Q values in this table are not'used for any dose A d7 uIations' 1 ~%

d but are presented for information only. ', '*

y, s.

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tr 8 8 8 8 8 8 8 8 8 9 8 3 8 8 8 8 r a - - - - - - - - - - - - - - - -

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.NNPS-3 EROLS i

i f'"N TABLE 2.3-56 l(%)

3 ANNUAL AVERAGE X/Q VALUES (sec/m ) AT THE NEAREST SIGNIFICANT RECEPTOR LOCATION FOR TURBINE BUILDING VENTILATION VENT RELEASE Vegetable Sector Resident Garden Milk Cow Milk Goat N 2.79E-6* 2.79E-6 ** 3.15E-7 NNE 1.34E-6 1.34E-6 ** 8.43E-7 NE 5.53E-6 5.53E-6 ** **

ENE 6.51E-6 6.51E-6 *" 6.09E-7 E 2.09E-6 2.09E-6 ** **

ESE 1.02E-6 1.02E-6 ** **

SE 1.01E-8 1.01E-8 ** **

SSE 1.58E-8 1.58E-8 ** **

S 1.65E-8 1.65E-8 ** **

SSW 1.50E-8 1.50E-8 ** **

SW 1.57E-7 1.57E-7 ** **

WSW 1.68E-7 1.68E-7 ** **

W 2.21E-7 2.21E-7 ** 1.05E-7 WNW 3.81E-7 3.81E-7 5.63E-8 **

NW 1.42E-6 1.42E-6 ** 1.32E-7 NNW 2.43E-6 2.43E-6 ** **

NOTES:

E-6 = 10-s

- No receptor within this sector Amendment 1 1 of 1 February 1983

MNPS-3 EROLS TABLE 2.3-57 ANNUAL AVERAGE D/Q VALUES (m-2) AT THE NEAREST SIGNIFICANT RECEPTOR LOCATIONS FOR TURBINE BUILDING VENTILATION VENT RELEASE Vegetable Sector Resident Garden Milk Cow Milk Goat N 1.74E-8* 1.74E-8 ** 1.01E-9 NNE 8.32E-9 8.32E-9 ** 3.86E-9 NE 4.35E-8 4.35E-8 ** **

ENE 5.87E-8 5.87E-8 ** 2.81E-9 E 2.00E-8 2.00E-8 ** **

ESE 1.02E-8 1.02E-8 ** **

SE 3.78E-11 3.78E-11 ** **

SSE 5.21E-11 5.21E-11 ** **

S 4.48E-11 4.48E-11 ** **

, SSW 4.27E-11 4,27E-11 ** **

l l

SW 8.42E-10 8.42E-10 ** **

WSW 8.70E-10 8.70E-10 ** **

W 1.64E-9 1.64E-9 ** 6.48E-10 WNW 2.14E-9 2.14E-9 2.05E-10 **

tM 1.15E-8 1.15E-8 ** 4.59E-10 Ntm 1.82E-8 1.82E-8 ** **

NOTES:

E-8 = 10-s

- No receptor within this sector Amendment 1 1 of 1 February 1983

MNPS-3 EROLS TABLE 2.3-58

('N

'(_,) GROWING SEASON X/Q VALUES (sec/m8) AT THE NEAREST SIGNIFICANT RECEPTOR LOCATIONS FOR MILLSTONE 1 STACK RELEASE Vegetable Sector Resident Garden Milk Cow Milk Goat N 4.55E-8* 4.55E-8 ** 2.66E-8 NNE 4.77E-8 4.77E-8 ** 6.71E-8 NE 7.58E-8 7.58E-8 ** **

ENE 3.97E-8 3.97E-8 ** 3.53E-8 E 3.54E-8 3.54E-8 ** **

ESE 1.69E-8 1.69E-8 ** **

SE 3.36E-9 3.36E-9 ** **

SSE 3.86E-9 3.86E-9 ** **

("

S 2.98E-9 2.98E-9 ** **

l SSW 3.47E-9 3.47E-9 ** **

SW 1.07E-8 1.07E-8 ** **

WSW 1.74E-8 1.74E-8 ** **

W 4.55E-8 4.55E-8 ** 1.21E-8 WNW 4.55E-8 4.55E-8 1.72E-8 **

NW 4.27E-8 4.27E-8 ** 3.01E-8 NNW 4.55E-8 4.55E-8 ** **

NOTES:

E-8 = 10-s

- No receptor within this sector Amendment 1 1 of 1 February 1983 I. . .

HNPS-3 EROLS TABLE 2.3-59 GROWING SEASON D/Q VALUES (m-2) AT THE NEAREST SIGiiivICANT RECEPTOR LOCATION FOR !!ILLSTONE 1 STACK RELEASE Vegetable Sector Resident Garden Milk Cow Hilk Goat N 9.0GE-10* 9.06E-10 ** 2.61E-10 NNE 7.14E-10 7.14E-10 ** 6.77E-10 NE 1.43E-9 1.45E-9 ** **

ENE 1.72E-9 1.72E-9 ** 5.44E-10 E 2.07E-9 2.07E-9 ** **

ESE 1.24E-9 1.24E-9 ** **

SE 1.90E-11 1.90E-11 ** **

SSE 2.71E-11 2.71E-11 ** **

S 2.30E-11 2.30E-11 ** **

SSW 2.58E-11 2.58E-11 ** **

SW 2.99E-10 2.99E-10 ** **

WSW 5.06E-10 5.06E-10 ** **

W 3.20E-10 3.20E-10 ** 3.28E-10 WNW 3.41E-10 3.41E-10 1.04E-10 **

NW 1.54E-9 1.54E-9 ** i 67E-10 NNW 8.85E-19 8.85E-10 ** **

NOTES:

E-10 = 10-to

- No receptor within this sector O

1 of 1

NNPS-3 EROLS I -TABLE 2.3-66 V

INTERMITTENT D/Q VALUES (m-2) AT THE NEAREST SIGNIFICANT RECEPTOR LOCATION FOR CONTAINMENT VENTILATION VENT RELEASE Vegetable Sector Resident Garden Milk Cow Milk Goat N 4.51E-8* 4.51E-8 ** 3.12I-9 .

NNE 2.03E-8 2.03E-8 ** 7 . 5'!E- 9 NE 8.78E-8 8.78E-8 ** **

ENE 1.06E-7 1.06E-7 ** 5.69E-9 E 4.34E-8 4.34E-8 ** **

ESE 2.47E-8 2.47E-8 ** **

SE 7.35E-11 7.35E-11 ** **

SSE 1.28E-10 1.28E-10 ** **

O S 1.61E-10 1.61E-10 ** **

SSW 1.46E-10 1.46E-10 ** **

SW 2.76E-9 2.76E-9 ** **

WSW 2.79E-9 2.79E-9 ** **

W 4.61E-9 4.61E-9 ** 1.93E-9 WNW 6.66E-9 6.66E-9 5.73E-7 **

NW 7.20E-8 7.20E-8 ** 1.27E-9 NNW 6.10E-8 6.10E-8 ** **

NOTES:

E-8 = 10-8

- No receptor within this sector Amendment 1 1 of 1 February 1983

MNPS-3 EROLS TABLE 2.3-67 INTERMITTENT X/Q (sec,'m3) AND D/Q (m-2)

AT THE SITE BOUNDARY (GROWING SEASON)

FROM THE CONTAINHENT VENTILATION VENT Property Property Sector Boundary X/Q Boundary D/Q N 1.35E-5* 5.43E-8 NNE 5.17E-6 2.32E-8 NE 1.79E-5 1.01E-7 ENE 2.92E-5 1.78E-7 2

E 2.85E-5 1.25E-7 ESE 2.88E-5 1.33E-7 SE 2.44E-5 1.49E-7 SSE 2.01E-5 1.30E-7 S 2.69E-5 1.08E-7 SSW 2.86E-5 1.24E-7 SW 2.13E-5 9.08E-8 WSW 1.54E-5 7.03E-8 W 1.39E-5 1.06E-7 WNW 1.84E-5 1.14E-7 NW 2.36E-5 1.09E-7 NNW 1.77E-5 7.38E-8 NOTE:

E-5 = 10-5 O

1 of 1 1

_ ._ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _u

ek

. IOIPS-3 EROL5 b LIST OF EFFECTIVE PAGES

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EP3-1

MNPS-3 EROLS LIST OF EFFECTIVE PAGES (Cont)

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MNPS-3 EROL TABLE 3.6-2 CHEMICAL COMPOSITION OF REGENERATION WASTES FROM MAKEUP DEMINERALIZER SYSTEM Concentration as Ion Parameter (ppm)

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0 1 of 1

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