ML17054D432: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
(StriderTol Bot change)
 
(One intermediate revision by the same user not shown)
Line 2: Line 2:
| number = ML17054D432
| number = ML17054D432
| issue date = 05/28/1982
| issue date = 05/28/1982
| title = Valcor Valves & Gordos Limit Switches.
| title = Valcor Valves & Gordos Limit Switches
| author name =  
| author name =  
| author affiliation = NUS CORP.
| author affiliation = NUS CORP.
Line 17: Line 17:


=Text=
=Text=
{{#Wiki_filter:y~~S4d          PN < We.'e"'f Nine Mile Point Unit g>~+j/~+3 g                                  2 ER-OLE 2.3  WATER 2.3.1    Hydrology
{{#Wiki_filter:}}
: 2. 1.1    Surface Water 2.3.1.1.      Seasonal  Temperature Structure of Lake Ontario Lake    Ontar'o    is a large temperate lake that experiences seasonal    chan es  in its thermal structure, which, in turn, alters its          irculation patterns.        The    changes  in stratification r suit from atmospheric heat exchange and wind-induced mixi g.
Natural warming o + the lake begins in mid-March and con-tinues until mid-Sept mber. At the onset of warming, the surface water temperat re in the shallow littoral zone rises more rapidly than in r gions just offshore.              The disap-pearance    of an offshore surface temperature of 4 C (39.2 F) in late June signals the          rt, of the summer season in the lake.      In general, vertica stratification over the entire basin is established at, this t, e by the combined effects of lake warming and the advectz n of the warmer, nearshore water. The lake's mean surface temperature reaches 21 C (69.8 F), and the temperature of e hypolimnion varies with depth, ranging between 3.8 C a                4.0 C    (38.8 F  and 39 '  F)
In late September the warming process        ds. The lake's mean surface temperature drops rapidly to b ow 17 C (62.6 F),
and the thermocline begins to weaken.            The vertical tem-perature gradient decreases as the surfac layer and deeper water effectively mix. (Mixing is the c nsequence of con-vection caused by cooling at the surface an is enhanced by the weakening of the thermocline, which perm'ts wind-induced turbulence to extend to greater depths.) The fall cooling process resembles spring warming but in revers            The break-down of temperature stratification throughout th lake marks the onset of the winter season.          The date of ov turn dif-fers from year to year, depending on the occu ence of storms. The lake surface is cooled below 4 C (3 F), and surface isotherms tend to be parallel to shore.          Wi h con-tinued cooling, ice forms in the nearshore region.
2.3.1.1.2    Water  Circulation in  Lake Ontario The    annual    average  large-scale circulation pattern of Lake Ontario is counterclockwise (cyclonic flow), with flow+to the east along the south shore in a relatively narrow band and a somewhat less pronounced flow to the west along th 2.3-1
 
Nine Mile Point, Unit        2 ER-OLS north  shore. The conceptual model explaining this general circulation pattern is presented in detail in the James A.
FitzPatrick      Nuclear      Power        Plant    ( JAF)    316(a)
Demonstration' The  general circulation described above has been documented by observations  collected over long periods (months).                        The circulation patterns that are observed at a specific time, however, are more complex as a result of the lake's response to the shifting winds. At times, a major shift in wind di s-tribution can alter the currents in a matter of hours, while at other times, some features of the current pattern can continue even with an opposing        wind'wo important examples of wind-induced changes in the general circulation pattern are upwelling and internal oscillations. Upwelling is characterized by the rising of colder, heavier, bottom water toward the surface. A variety of mechanisms has been proposed to account for the observed oscillations of the thermocline.                The most direct ex-planation is that an upwelling displaces the thermocline from equilibrium by converting kinetic energy of the wind to potential energy of the thermocline position. When the wind stress is removed, internal waves are set in motion and con-tribute to the dissipation of this energy. Internal waves increase in amplitude after storms, and in Lake Ontario the oscillations have a period of nearly 17.5 hr, roughly three complete oscillations every 2 days. These oscillations are a common    feature of lake temperature records and are prominent in intake temperature records such as those of Nine Mile Point Unit 1 (Unit 1) and the JAF plant.
2.3.1.1.3    Geomorphology    at Nine Mile Point Nine Mile Point    is  a  slight promontory along the south shore of  Lake Ontario. The  offshore slope at the plant is steep (5-10 percent grade) at the beach and flattens to 2-3 per-cent grade to the 5-m (15-ft) depth, then steepens to a 4-percent slope lakeward.            The slope at 'the 6-m (20-ft) depth contour is steeper at, 0he plant than to the east or west of the plant.
A number    of observations of the bottom sediments along the south shore of Lake Ontario have been made. Sutton et nearshore bottom sediments (0-33 m {0-108 ft]) in      al'~'xamined 1968 and 1969 between Rochester and Stony Point, and stated several conclusions relevant to the Nine Mile Point site:
: 1. There is generally a west-to-east                transport of sediment.
2 3 2 0
 
Nine Mile Point Unit    2 ER-OLS
: 2. Sites  of sediment accumulation occur in nearshore shallow areas where the shoreline is irregular and where there are local deviations from the above transport pattern.
: 3. In general, the coarser sands, boulders, pebbles, and cobbles  lie in the beach or nearshore                area, and finer  sediments are found lakeward.
: 4. Several    small  patches    of sand occur offshore between hypothesized Oswego  and that Mexico  Bay,    and these originate from the Oswego it  is River.
Visual observations made in the Nine Mile Point vicinity during the 1973-1976 aquatic programs (Section 6.5.2.1.2.7) corroborate the earlier observations of Sutton et Currents at Nine Mile Point                  al'.3.1.1.4 Current, measurements      were made off the Nine Mile Point promontory from May to October 1969 and from July to October 1970'    '. Two fixed underwater towers were placed in the lake, one in 7.3 m (24 ft) of water and one in 14.0 m (46 ft) of water, and provided average hourly current speed and direction data.      In addition, two drogue surveys were conducted in 1969 to obtain the overall current pattern at the site. Results from these studies are presented in the JAF 316(a)    Demonstration'      and are summarized in the fol-lowing paragraphs.        Methods used in these        studies are described in Section 6.3.1.
The wind speed-frequency data indicate that over the year a speed in excess of 9 m/s (20 mph) occurs 21.6 percent of the time, based on readings averaged over a 6-hr period. From June through September, winds in excess        of 9 m/s (20 mph) occur 13.9 percent of the time. The current speed of.6-hr duration exceeded with comparable frequency (June-September) at the 6-m (19-ft) depth is about 0.06 m/s (0.2 fps) .
The predominant      current, direction in the preceding studies is alongshore. On those occasions when onshore or offshore currents were observed, their magnitudes were substantially less than those of alongshore currents'ased on this near-field data, alongshore currents from the east are just slightly more likely to occur than from the west. Overall lake circulation patterns are typically west to east along the south shore of Lake Ontario (Section 2.3.1.1.3).                        On-shore and offshore currents each account for only about 5 percent of the observations.        Approximately 30 percent of 2 3 3
                                  ~
 
Nine Mile Point Unit      2 ER-OLS the observations        were  below the meter threshold,                    0.03 m/s (0.08 fps).
2.3.1.1.5    Ambient Thermal Structure at Nine Mile Point Data on the thermal structure of the lake in the vicinity of Nine Mile Point are available from studies conducted from 1969 through 1978 in the Oswego and/or Nine Mile Point areas. Temperature data were gathered as part of all monitoring studies; however, the frequency of sampling and locations sampled varied during the years.                                A complete description of the sampling programs                    is    presented              in Section 6.1.1 and the yearly          reports'''.
in The results                of these studies are also provided              the    yearly are summarized in the following paragraphs.
reports'nd Vertical temperature profiles revealed the existence of transient thermal gradients equal to or greater than 1 C/m (1.8 F/3.3 ft) throughout the study area. The gradients existed primarily in the summertime.                    They              were    not seasonally stable,          since  they  were  generated      and          destroyed by surface heating and cooling and mixing within the water column      over    periods      dependent      upon      meteorologi=al conditions. Although        gradients  were  observed    in sequential weeks for up    to  3-  to  4-week  periods,    the  gradients              observed were at    different    temperatures    and  at  different              depths    from week to      week    and  therefore  were  not,  persistent.                When  the gradients  were  observed,    they  appeared    to  be    uniform              from station to station.
The    temperature data recorded during June through September (1968-1972) in the existing intake of the Oswego Steam Station were statistically analyzed and show that tem-peratures in excess of 22.0 C (74 F) occurred only 12 per-cent of the time during June through September and, hence, less than 4 percent of the time on an annual basis.                              Since the lake is generally isothermal in the top 6 m (20 ft), the temperature obtained at the intake depth of 4 9 m (16 ft)~~
can be considered to be representative of the surface water temperature.
The natural seasonal progression of temperatures in the Nine Mile Point vicinity from mid-April through December 1976 is shown on Figure 2.3-1 for the 12-m (40-ft) depth contours at the NMPE control transect (approximately 32 km [20 mi] east of Unit 2)'~'. The maximum surface temperatures recorded                              at the  6-  and  12-m    (20-  "and  40-ft)    contours              were    23.2~C (73 8oF) and 22 3oC (72 loF) on August 23 and 25, 1976, respectively.      The minimum surface            temperature at both locations was 1.1 C (34.0 F) during mid-December. The plot 2.3-4
 
Nine Mile Point Unit  2 ER-OLS (Figure 2.3-1) shows approximately 10 occurrences of cold water intrusions during the sampling period. The largest observed intrusions during the sampling year occurred on August 2 and 10. A secondary intrusion occurred on or about August 25.
2.3.1.1.6    Existing Thermal Plumes 2 '.1 1.6.1
      ~      Nine Mile Point Unit 1 Thermal Plume Surveys Thermal surveys of the Unit 1 plume were made during the first 6 yr of the plant's operation (1970-1975). A total of
                    '.
29 field surveys of the plumes resulting from the discharge of heated condenser cooling water into Lake Ontario have been conducted''~
marized in Table 2.3-1.
Section 6.1.2 provides descriptions of the methods used in these surveys. The results are sum-An examination    of these data covering a 6-yr period shows that the plume extent and direction are strongly dependent on wind-induced lake currents, wave action, and upwelling. However, the extent of the plume has no direct relationship with the actual wind speed; that is, high winds do not necessarily          cause the longest plumes.      Comparisons  of plume surveys condu=ted during days of similar ambient temperatures show no definite relationship between the heat load and the area of thermal influence. Also, there is no simple relationship between the heat load and the plume's'ffshore extent, even for the same wind speed and direction. These observations    indicate the stochastic nature of the plumes, as influenced by the hydrodynamic characteristics of the lake.
The EPA guidance for 316(a) demonstrations recommends a dis-charge zone description and defines the discharge zone as "that portion of the receiving waters which falls within the 2 C isotherm of the plume 30% or more of the      time" ' '.      A cumulative frequency distribution analysis of the 29 sets of data (Table 2.3-1) was performed to define the surface plume area. The measured  surface areas within the 2 C (3.6 F) isotherm were arranged in a series of descending sizes. The area that is exceeded with a selected frequency is then ob-tained from the resulting cumulative          frequency      curve (Figure  2.3-2). As  shown  in the figure, the  surface  plume area is greater than 81 ha (200 acres)    30 percent      of the time.
A    similar analysis was performed for the estimated volumes of the plume within the 2 C (3.6 F) rise isotherm.              The cumulative frequency curve is shown on Figure 2.3-3. The volume exceeds 5.2 x 10~ cu m (420 acre-ft) 30 percent of the time.      Thus, the calculated mean depth        of the dis-2.3-5
 
Nine Mile Point Unit,  2 ER-OLS charge zone based on the estimated surface area and the          es-timated volume is 0. 64 m (2. 1 ft) .
Due  to the stochastic nature of the plume, the actual shape of  a plume  which extends over an area of 81 ha (200 acres) cannot be readily determined.          The four surveys with 2'C (3.6 F) isotherms closest to the 81-ha (200-acre) size have common areas      almost symmetrical around the point of dis-charge along the plant transect      (NMPP). A representative area enclosing the common area of all the plumes around the discharge point is illustrated as the discharge zone in Figure 2.3-4.      The representative    discharge zone extends about 572 m (1,875 ft) on each side of the discharge point along the shore, and to a maximum of about 721 m (2,365 ft) offshore.
2.3.1.1.6.2 James A. FitzPatrick Plant Thermal Plume Surveys Triaxial hydrothermal field surveys of the      JAF  plant thermal plume were conducted during June, August, and October of 1976 and in April, June, and November of 1977'' '. The sur-veys included simultaneous    tri axial measurements      oi tem-perature and dye concentration along fixed        transects  in the vicinity of the JAF and Unit 1 plants.          Lake    currents  at three depths, lake level,    and  wind  speed  and  direction  were also continuously monitored before and during each survey.
Section 6.1.1.3      provides  a  description    of the    survey procedures.
Table 2.3-2    contains  the  maximum observed    5T,  the ambient temperature,  a summary  of the pertinent plant operating data,    and  prevailing lake conditions during each of the 19 triaxial  surveys. The 1976 and 1977 surveys were conducted under plant generating loads ranging between 702 and 822 MWe (86 and 100 percent  of capacity).
Current    velocities were generally low, as evidenced by the fact that the lake current exceeded 15 cm/sec (0.5 fps) during only  one  of the surveys.
The    surveys were performed during April, June, August, October, and November. These time periods are indicative of conditions during late winter to early spring, late spring to early summer, summer, fall, and late fall to early winter.
The results    of the 19 postoperational hydrothermal surveys indicate that isothermal conditions prevail in the study area throughout most of the year due to the mechanical 2.3-6
 
Nine Mile Point Unit    2 ER-OLS Several                  studies have been conducted by investor-owned
                                  -
utilities, including a 1973 survey performed by Rochester Gas and Electric Company at the Sterling site, approximately 35 km (22 mi) west of Nine Mile Point'" '. A comprehensive water quality investigation was conducted in the Mexico Bay area by New York State Electric and Gas Corporation during April 1977 to March 1978'. NMPC and the Power Authority of the State of New York (PASNY) sponsored water quality surveys in the Nine Mile Point study area from 1973 through 1978''.                      Less extensive water quality monitoring reports were compiled in 1979 and 1980 by NMPC'~~," '. The 1978 NMPC/PASNY survey provides the latest                        extensive data base and is used in this report for analysis of seasonal trends and for comparison with previous studies for long-term water quality trends''''
2.3.3.3 Lake Ontario Water Quality Overview Lake Ontario has been designated                          by NYSDEC as Class A-Special 6NYCRR702.1'~                  'ts Waters      (International        Boundary      Waters),
waters are suitable for use as public water supplies, for culinary or food-processing purposes, and for primary contact recreation.                          In general, the water in Lake Ontario near Nine Mile Point has been found to be of good quality, with relatively low nutrient concentrations, low bacterial contamination.
densities,      and      little industrial Relatively high levels of dissolved oxygen, more than adequate for most aquatic                      organisms,    were found during all seasons.                      The total dissolved        solids (TDS) concentrations in Lake Ontario have increased since the early 1900s and are now above the New York State Water Quality Standard'uality of the water in the Nine Mile Point study area was determined to be similar to the general water quality previously reported for the lake.                            Spatial and temporal variations in water quality have been attributed to natural thermal stratification, action of wind and storms, the          .
Oswego River, west-to-east longshore currents, and hypolim-netic upwellings of cold, often nutrient-rich waters''''.
2.3.3.4 Water Quality Parameters Monitored in Nine Mile Point Region Waters              I The 45 water quality parameters measured in the Nine Mile Point site studies and reported in this section are listed in Table 2.3-12.                      Parameters 1 through 17 were used to as-sess the general chemical quality of the water.                          Parameters 18 through 24 are the major nutrients necessary for algal growth and are useful in identifying any potential influence 2.3-11
 
Nine Mile Point Unit    2 ER-OLS from agricultural and sanitary waste discharges.        Parameters 25  through 31 are generally used to indicate contamination of waters by sanitary and industrial wastes. Trace metals analyses, parameters 32 through 45, provide a basis for the evaluation        of    toxicity impacts on aquatic life (Section 5.5) and were included to characterize ambient water quality relative to criteria based on toxicity'to aquatic life. The sampling locations, survey designs, and analytical procedures utilized in the Nine Mile Point studies conducted for NMPC and PASNY are described in Section 6.6.
2.3.3.5    Water Quality  in the  Nine Mile Point Region  of I ake Ontario Table    2.3-13 summarizes the water quality data for Lake On-tario in the vicinity of Nine Mile Point. An 8-yr record of water quality is presented.            In addition to year-to-year trend description, data in Table 2.3-13 cover historical high and low values for the Nine Mile Point region and yearly mean, maximum, and minimum values for each sampling year. Significant spatial water quality variability in Lake Ontario waters of the Nine Mile Point region was not evident in the raw transect data, excepting solids and temperature.
Trends evident in important selected water quality parameter subsets are summarized in the following paragraphs.
Water  Tem  erature Water    temperature influences the kinetics of chemical and biochemical reactions.      This parameter displays seasonal variations directly related to air temperature. Water tem-perature was measured monthly or twice monthly in Lake On-tario in the water quality monitoring program. In addition, continuous in situ monitoring was conducted'''.          Long-term trends indicate no significant change in water temperature over time. Seasonal water temperature variations are illus-trated on Figure 2.3-6.
Spatial temperature variations are evident in the raw data presented in References 6 through 11 and 44 and 45.              The Nine Mile Point Unit, 1 (Unit 1) discharge elevates lake sur-face temperature, particularly in the nearshore region. The JAF plant has less of a temperature effect, as evidenced by data taken from the water column in the vicinity of its dis-charge (Section 2.3.1.1.1).
: 2. 3-12
 
Nine Mile Point Unit    2 ER-OLS Iron All mean annual iron concentrations in the study area are less    than the standard of 300 ug/l.          Maximum iron concentrations reported from 1973 through 1977 exceeded the standard. Near the end of the monitoring program, a trend toward decreasing iron concentrations can be noted, with the 1978 maximum of 220 ug/l.
L Zinc  Sample  contamination has previously been noted for the 1974 data. Excluding 1974 data, zinc concentrations ranged, on an average      yearly basis, from less than 14 ug/1 to 50.6 ug/1. No long-term trends were evident in the data.
Maximum zinc concentrations        in 1973 and 1978 exceeded the state standard of 300 ug/l.
2.3.3.6  Wastewater Discharges The  major waste constituent released to Lake Ontario as a result of site and vicinity water usage is heat. Unit 1 and the JAF plant use Lake Ontario water for cooling. Heated cooling water discharges are rapidly assimilated and cooled to  ambient,  water temperatures  outside defined mixing zones (Section  2.3.l.l.l).
Waste  discharges  from the    preceding  facilities plus ef-fluents from the Unit 2 site contribute minor amounts of      TDS to the Lake Ontario Nine Mile Point regional waters.
: 2. 3-19
 
Nine Mile Point Unit        2 ER-OLS 2.3.4    References Sweers,  .H.E. Structure, Dynamics and Chemistry of Lake Ontario: Investigations Based on Monitor Cruises in 1966 and 1967. Mar. Sci. Branch, Dept. of Energy, Mines and Resources, Ottawa, Canada.          Manuscript Rept., Series 10, 1969.
: 2. Power  Authority of the State of New York. James A.
FitzPatrick Nuclear Power Plant 316(a) Demonstration Submission.      Prepared      for United States    Atomic Energy Commission,    1971.
: 3. Csanady,    G.T.      The  Coastal    Boundary Layer in    Lake Ontario. Chapter    II. The  Summer-Fall Regime.      J.
Physical. Oceanogr.,      1972, Vol. 2, p. 168-176.
Sutton, R.G.; Lewis, T.L.; and Woodrow, D.I. Near Shore Sediments in Southern Lake Ontario, Their Dispersal Pat-terns and Economic Potential. Proc. 13th Conf. Great Lakes Res.,    1970, p. 308-318.
: 5. Gunwaldsen,    R.W ;~    Brodfeld, B.; and Hecker, G.E. Cur-rent and Temp'erature Surveys in Lake Ontario for James A. FitzPatrick Nuclear Power Plant. Proc. 13th Conf.
Great Lakes Res.,'970, p. 914-926.
: 6. Quirk, Lawler 6 Matusky Engineers. 1973 Nine Mile Point Aquatic Ecology Studies. Prepared for Niagara Mohawk Power Corporation and Power Authority of the State of New York, 1974.
: 7. Lawler, Matusky 6 Skelly Engineers.                  1974 Nine Mile Point Aquatic Ecology Studies.            Prepared for Niagara Mohawk Power Corporation            and Power Authority of the State of New York, 1975.
: 8. Lawler, Matusky 6 Skelly Engineers.                  1975 Nine Mile Point Aquatic Ecology        Studies. Prepared  for Niagara Mohawk  Power  Corporation,      1976.
: 9. I awler, Matusky 6 Skelly Engineers.                1976 Nine Mile Point Aquatic Ecology Studies. 2 vols.              Prepared for Niagara Mohawk Power Corporation and Power Authority of the State of New York, 1977.
: 10. Texas Instruments, Inc. Nine Mile Point Aquatic Ecology Studies 1977 Annual Report. Prepared for Niagara Mohawk Power Corporation and Power Authority of the State of New York, 1978.
2.3-20
 
Nine Mile Point Unit 2 ER-OLS TABLE  2.3-3 (Cont)
Distance      Distance          Average
( km/mi) and    (km/mi)          Wi thdrawa  I                              Product ion Map  Name  of  System      Direction      by Water        Rate  1 8 -81                Population    Ca aci No. +    Intake Count    ~from Uni    2 from Unit 2    ~ou m  da      ~md  ~Te of  use  Served  ouu~tuda      ~md ~common  s 15  Chaumont            60/37    NNE      61/38              265    0.07  Domestic          550      908    0.24  Winter (Dec-Village                                                                                                          Mar) usage (Jefferson                                                                                                        is approx.
County)                                                                                                          189 cu m/day (0.05 mgd);
summer usage (Jun-Sep) avg. 341 cu m/
day (0.09 mgd) 16  Cape  Vincent      65/41    N        65/41              757    0 20  Domestic          750        908    0.24  Wi thdrawa  I s Village                                                                                                          fluctuate (Jefferson                                                                                                        between Jun County)                                                                                                          and Sep from 473 to 1,136 cu m/day (0. 125 to 0.3 mgd)
+Locations corresponding      to map numbers  are shown on Figure 2.3-4.
SOURCES:    References  20, 22, 24, 25, and 28 4of4
 
0 Nine Mile Point, Unit  2 ER-OLS 2.4    ECOLOGY 2.4.1 Terrestrial Ecology 2.4.1.1 Site and Vicinity The following description of, the existing terrestrial eco-systems in the vicinity of Unit 2 is derived primarily from
: 1) 1979 aerial photographs, 2) a 1979 terrestrial field sur-vey (see Section 6.5 ' for methodology), and 3) review of pertinent literature as referenced.
Stereoscopic false color infrared and true color aerial photographs of the Unit 2 site were taken in August, 1979 to delineate areas of existing environmental stress and to facilitate vegetative mapping (Figures 2.4-1 and 2.4-2). In addition, a terrestrial field survey was conducted in Sep-tember 1979 to provide quantitative and qualitative descrip-tions of the floral and faunal communities within 1.6 km (1.0 mi) of the geographic center of the Unit 2 site (Figure 2.4-2). To provide information in the general vicinity of the site, up to 80 km (50 mi), data were obtained from the habitat and wildlife inventory of the Oswego County Coastal Zone, conducted in 1976, the Port Ontario Harbor terrestrial vertebrate study, conducted in 1977, the Napanee District Land Use Strategy Plan, and from communication with state and  local wildlife personnel'',
2.4.1.1.1 General Site Characteristics Unit 2 is located within the Oneida Plain physiographic region of Oswego County, NY'''. The site also lies within the 93.8-sq km (36.2-sq mi) area defined by the St. Lawrence Eastern Ontario Commission as the Oswego County Coastal Zone'~'. The topography of the Oneida Plain, which extends south of Lake Ontario, is most appropriately described as a series of undulating    hills'''. The lake plain rises from a minimum of 76.2 m (250 ft) above sea level in the numerous wetlands along the Lake Ontario shoreline to a maximum of 93.9 m (308 ft) above sea level at Derby Hill in the town of Mexico'''. The south shore of Lake Ontario is basically un-derlain by Oswego sandstone.
The  closest state or federal wildlife management area is the Deer Creek Marsh  Wildlife Management Area, operated by the New York State    Department of Environmental Conservation (NYSDEC), located about 31 km (19 mi) east-southeast    of the site. The closest area to        the  north  is the Point Petre Provincial Wildlife Area in Prince Edward County (Athol, Ontario) about 69 km (43 mi) from the site'" '. The only 2 '-1
 
Nine Mile Point Unit  2 ER-OLS other        wildlife management  area  in the vicinity of the site  p is an Audubon bird sanctuary located 3 km (1.9 mi) from the site on the Lake Ontario shore, east, of Nine Mile Point Road (Figure 2.4-3). This is the closest protected wildlife area trails':
aa 4
to the site, and management consists primarily of the erec-tion of nest boxes and the maintenance of visitor 2.4.1.1.2 Terrestrial Communities and Their Interactions With Their Environment The          coastal  zone  of Oswego County lies in a transitional area          between  boreal  forest and northeastern        hardwood forest'''.            The proximity of Lake Ontario appreciably modifies the climate, and thus has a significant effect on the floral and faunal associations of the region'''. The climax community is a deciduous forest with an extensive herbaceous          ground cover. The biota of the area are charac-teristic of a transitional zone with high species diversity'wo basic ecosystems are present in the coastal zone:
wetlands and upland areas.            The wetlands    generally result from disruption of drainage caused by the drumlin topography of the region'            ~ They are generally transitional and in-clude shallow ponds, shrub swamps, wood swamps, and inter-mittently          wet bottomland-like  forests.
Much of the original mature forest land of the Oneida Plain was cleared in the past for farming, but a great deal has since been abandoned'~'.              As such, the uplands are mostly second-growth communities in a variety of successional stages.            For this region, the mature climax hardwood com-munity        is  composed of the beech-maple-hemlock      association.
Ironwood (~Car inus caroliniana),            witch hazel (Hamamelis understory. Ground cover, although generally sparse due to the          closed    canopy, consists of false Solomon's seal
                              "~
2 The          vegetation in the vicinity of the site may be divided into        a number of distinct community types        (Figure 2.4-2).
The forested cover types described in the following para-graphs were sampled quantitatively along three transects using a point-quarter sampling technique (Section 6.5.1.1) during the 1979 field survey. The remaining cover types are described qualitatively, based on observations made during 2.4-2
 
Nine Mile Point Unit            2 ER-OLS 2.5    SOCIOECONOMICS 2.5 '    Demography Unit 2 is located on Lake Ontario in the town of Scriba, in the north central portion of Oswego County, approximately 10 km (6.2 mi) northeast of the city of Oswego.                  In 1980, Oswego County had an estimated population of 113,901, at an average density of 43.0 people/sq km (111 people/sq population density is considerably lower than the state    mi)'his average of 137 people/sq km (356 people/sq mi). The 1980 population and the population density for the 10 towns and 1 city within 20 km (12.4 mi) of Unit 2 are listed in Table 2.5-1.      Town and city boundaries                are  shown        on Figure 2.5-1.
The    80-km (50-mi) area surrounding the station contains all or portions of 10 New York State counties and portions of Canada.      Also within 80 km (50 mi) is the Syracuse Standard Metropolitan Statistical Area (SMSA). Political boundaries of counties and population centers within 80 km (50 mi) are shown on Figure 2.5-2.
For population projection purposes, 1985 is used as the year of initial plant operation.        The difference between the population of 1985 and 1986, the year of actual commercial operation, should not differ to any significant extent.
Therefore, since projections are calculated at 5-yr inter-vals based on the decennial census, 1985 provides the best estimate of population distribution at the start of commer-cial operation.
2.5.1.1    Population Within  20  Km (12.4 Mi)
The    total 1980 population within 20 km (12.4 mi) of Unit 2 is estimated to be 46,349, a l.l-percent increaSe over the 1970 total. This population is projected to increase to ap-proximately 64,970 by the year 2000 and to approximately 106,509 by 2030'''. The 20-km (12.4-mi) area contains all or portions of 1 city and 10 towns: the city of Oswego and the towns of Minetto, Scriba, New Haven, Oswego, Mexico, Palermo, Richland, Volney, Granby, and Hannibal.                City and town boundaries are shown on Figure      2.5-1.'f the  10 towns and 1  city in the 20-km (12.4-mi) area, the city of    Oswego is the largest in population size, containing approximately 19,793 people in 1980.                    Next, in order of population, are Granby, Richland, Scriba, and Volney, with estimated 1980 populations of 6,341, 5,594, 5,455, and 5,358,      respectively'''.      Population            growth  and        the 2.5-1
 
Nine Mile Point Unit. 2 ER-OLS 1970-1980 percent    change    in population for the towns and city within    the  20-km    (12. 4-mi)  area are    listed in Table 2.5-2.
It is expected that a large portion of the population growth in the 20-km (12.4-mi) area will occur around the southeastern    fringes of . the city of Oswego, with the sur-rounding towns of Scriba, Palermo, New Haven,            and  Volney absorbing much of the city's satellite growth'~'.
Population distribution within 8 km (5 mi) of the station is based on a  field house count conducted in October 1981 and town-specific people per household factors. Between 8 and 10 km (5 and 6.2 mi), population distribution is based on a house    count    taken    from U.S. Geological Survey maps (photorevised 1978) on which houses have been symbolically identified'. Houses were used'of to estimate the area population by applying a factor              2.65 persons/household for    each    house      in      the  town    of Scriba      and 2.43 persons/household for each house in the town of New Haven' '. Population figures within 10 km (6.2 mi) of the site were then projected by multiplying the base-year population by the Oswego County growth factor, supplied by the New York State Department of Commerce, Economic Develop-ment Board, which used the cohort-component method to obtain projections'~'.
Polar-grid sector        populations      between    10 and 20 km (6.2 and 12.4 mi) are based on 1980 U.S.          Census  data and New York State population projections.          Sector populations were determined by assuming that the population of a minor civil division (i.e., a town) is evenly distributed over its land area. The proportion of each civil division's area in each grid sector was then determined and applied to each civil division's total population, yielding the population in each grid sector. Population projections, based on 1978 projections supplied by the New York State Department of Commerce,    Economic Development Board, were applied to each civil division, assuming that each portion would            maintain its relative share of any population change. Population density was calculated by dividing the population in each sector by its land area'. Population distribution within a 20-km (12.4-mi) radius of the plant for 1980 through          2030 is shown on Figures 2.5-3 through 2.5-9 and listed in Tables 2.5-3 through 2.5-9.
Transient population within 20 km (12.4 mi) of Unit 2 is limited due to the rural, undeveloped character of the area.
There are, however, a number of school, industrial, and recreational facilities in the area that create small, daily 2.5-2
 
Nine Mile Point Unit    2 ER-OLS TABLE  2.5-1 1980 POPULATION AND POPULATION DENSITIES FOR TOWNS AND  CITIES WITHIN 20 KM (12.4 MI) OF UNIT 2 Population Density 1980 Po  ulation      eo  le s  km City of  Oswego                  19,793            1,029.0 Oswego  (town)                    7,865                116.9 Granby                            6, 341                55.2 Richland                          5, 594                40.9 Scriba                            5, 455                52.9 Volney                            5, 358                46.0 Mexico                            4, 790                41.8 Hannibal                          4, 027                38.5 Palermo                          3,253                31.6 New Haven                        2, 421                31.7 Minetto                          1, 905              125.5 SOURCE:    Reference  1 1 of  1
 
V 0
0
 
Nine Mile Point Unit  2 ER-OLS The view of pact the overall visual quality of the area. changers the cooling tower will be the only    noticeable The cooling tower is 165 m (541 ft) above ground level and is visible at some locations, as 3.1-7. shown for      selected locations on Figures 3.1-4 through                  Depending    on meteorological conditions, the    natural-draft    cooling    tower will emit evaporative16-kmplumes    that may be visible from locations within the        (10-mi) area.      Expected visible plume occurrences    are described in      Section  5.3.3.1, and predicted frequency of plume occurrences          are  shown on Figures 5.3-1 through 5.3-25.        The anticipated    plumes  for 5-percent, 1-percent, and      O.l-percent      occurrences      at selected locations are shown on Figures    3.1-4  through  3.1-7, and an analysis of their visual impacts is presented              in Section 5.8.1.1. The plume occurrence denotes      the  maximum extent of plume that is, visible for a certain percent of time, as shown on the figures.
Starting in April and continuing through September, when recreational activities on the lake and along the shoreline are frequent, the cooling tower will be visible from the shoreside by fishermen, recreational users,      and others at facilities such as the Ontario Bible the site on Association Conference Camp (a lakefront facility bordering                  the west) .
Cooling    tower plumes are not expected to have a significant visual impact. Most visually sensitive sites, listed in Table 3 '-1, are located in vegetated or developed areas, specifically within the city of Oswego. Therefore, distant views that might include the plume are not possible from these sites. However, at locations along the shoreline at elevated grades, such as Fort Ontario (Figure 3.1-7), plumes may be  visible.
The    visual impact of Unit 2 is minimal due to the limited number of locations from which the plant is visible, the lack of visibility from many visually sensitive or intensive land use areas, and the small portion of plant structures that can be seen above the surrounding vegetation.
3.1.3 Architectural Rendering'of the Plant Figure 3 '-8 shows an architectural rendering of the Unit 2 facility, including all major station      features and land-scaping whether actually completed or planned.
: 3. 1-3
 
Nine Mile Point Unit  2 ER-OLS All    components  cooled by the service water system are designed based on a maximum service water system inlet temperature      of 25 C (77 F). Table 3.4-1 provides the maximum flow rates and heat gains for each of the following plant conditions:
1 ~  Normal operation.
: 2. Normal shutdown.
: 3. Loss-of-coolant    accident  (LOCA)  without loss of offsite  power (LOP).
: 4. LOCA  coincident with a LOP.
The actual service water system flow and heat gain will vary below the maximum values given in Table 3.4-1 depending on plant and ambient conditions.
3.4.1.3 Intake and Discharge Systems 3.4.1.3.1 System Description The source and discharge point of all cooling water required by Unit 2 is Lake Ontario.. Six service water pumps supply water for the two cooling systems: the service water system and the circulating water system.      A detailed description of the intake and discharge systems is provided in FSAR Section 9.2.5.
3.4.1.3.2 Operational Modes During normal plant operation, the intake flow required for the service water pumps is conveyed through two intake structures that are connected to the onshore screenwell via pipes located within tunnels below the lake bottom.          The plant discharge is conveyed from the discharge bay through the diffuser nozzles to the lake via the discharge tunnel below the lake'ottom. This is further discussed in FSAR Section 9.2.5.
3.4.1.3.3 Quantities of Heat Distributed The average      heat rejected to the lake by the service water discharge system is 1.75 x 10 g-cal/sec (2.5 x 10 Btu/hr).
During normal operation, the maximum heat rejected is 3.29 x 10~ g-cal/sec (4.7 x 108 Btu/hr).
3 ~ 4-3
 
Nine Mile Point. Unit    2 ER-OLS
: 3. 4. 1. 3. 4    Quantities of Water Withdrawn,    Consumed,  and Discharged During normal operation, an average total flow of 3,380 1/s (53,600 gpm) is withdrawn              from the      lake:    2,440 1/s (38,675 gpm) for the service water system requirements and 940 l/s (14,925 gpm) for the                fish diversion system.
Table 3. 3-1 lists monthly minimum, average,                and maximum total intake flows.
The  closed-loop circulating water system uses discharge from the service water system for its makeup requirements.
Depending        on the meteorological        conditions, the combined plant discharge flow ranges from a minimum of 1,450 l/s (23,055 gpm) to a maximum of 2,210 1/s (35,040 gpm) during normal operation. During a normal shutdown, the maximum plant discharge is approximately 3,080 1/s (48,800 gpm).
.
Discharge flows from the water treatment system and the radwaste system flows are discussed in Section 3.3.
FSAR      Figure 9.2-1 shows the service water intake and discharge systems'ater use. The monthly minimum, maximum, and average
        -
cooling water intake and discharge flows are listed in Table 3.3-1.
3.4.1.3.5        Water Temperatures The, ambient        lake water temperature ranges from 0 C to 26 C (32 F    to  78  F). When int'ake water temperature is less than 3.3 C (38 F), tempering flow is provided to maintain a minimum mixed intake flow temperature of 3.3 C (38 F)..
The combined plant discharge temperature ranges from 0.6OC to 15.6 C (1.0 F to 28.0 F) above the ambient                      lake temperature.        The submerged      discharge diffuser will cause considerable cold water dilution of the heated discharge.
Therefore, the maximum predicted change in the lake surface temperature, resulting from the plant discharge,              is 1.3 C (2.3 F).        This value is consistent with the New York State Water Quality Standards limiting lake surface temperature to a maximum of 1. 7 C          (3 F) above      ambient. The monthly minimum, maximum, and average plant discharge              differential temperatures        above the lake temperatures          are listed in Table 3.3-1.
During normal operation, the plant discharge flow and temperature vary with fluctuations in the meteorological conditions (Section 2.3.2).
3.4>>4
 
Nine Mile Point Unit    2 ER-OLS Downstream of the rotary gates,                flow from both vertical shafts merges into a common bay and then divides into two 1.2-m (4-ft) wide screenbays.            A trash rack and an angled, flush-mounted traveling water screen are located in each screenbay. The two traveling water screens              are angled 25 deg to the upstream            direction of flow with their downstream ends converging.
The  trash rack is cleaned by a rake, and debris collected by the rack is deposited into the trash rake hopper and disposed of in a New York State-approved landfill.
I.
After passing through the traveling water screens, the two screenbays merge into a common intake bay from which the service water pumps take suction. Two motor-operated rotary valves, arranged in parallel and normally closed, are located    upstream of the two screenbays              to provide a redundant flow path to the service water pumps.
A    fish bypass and return .system              is provided at the downstream end of the screens.
Fish    entering    the  screenbays    pass through the trash racks and are guided by two angled, flush-mounted traveling water screens    into 15-cm (6-in) wide bypass slots at the downstream end of the screens.          The two slots converge    and at their junction the fish are transported through a funnel-shaped transition of two 46-cm (18-in) pipes which combine into a single 61-cm (24-in) pipe leading to the jet pump.
The jet pump discharges a bypass flow and the fish into the fish discharge pipe located in Tunnel No. 2, which is not utilized for plant discharge. A fish holding tank is also provided at the jet pump discharge for periodic sampling.
The fish are transported          through the return pipe to a vertical riser and discharged into the lake in an easterly direction, parallel to the lake, bottom.
3.4.2.2 Discharge System The discharge flow consists of service water bypass (service water discharge not utilized as circulating water system makeup),    circulating water system blowdown, water treatment system discharge,        and liquid radwaste;        all of which discharges into the discharge bay.
The  discharge system consists of an onshore discharge bay, a discharge portion of Tunnel No. 1, a discharge tunnel, and a two-port diffuser, as shown on Figure 3.4-4. The discharge bay is located on the west. side of the two intake shafts and is separated from the shafts by a wall that extends up to
: 3. 4-'7
 
Nine Mile Point Unit      2 ER-OLS el  85  m  (279  ft)  and which acts as a weir, as shown on Figure 3.4-6.          Stoplog slots are provided from the top of each weir, el 85 m (279 ft), to the operating deck, el 87 m (285 ft), with a stoplog gate normally in place between the south shaft and the discharge bay.                      This provides an alternate          discharge        path,      as    discussed      in FSAR Section 9.2.5      ~  The discharge flow enters a 1.4-m (4.5-ft) diameter steel discharge pipe that is located on the north wall of the discharge bay and which connects the discharge bay to the discharge portion of Tunnel No. 1. Tunnel No. 2 does not have discharge capability.
After traveling through the discharge                    portion of Tunnel No. 1,    the discharge flow continues past the point where the 1.4-m (4.5-ft) diameter intake pipe rises to its intake st'ructure, and enters into the                    smaller      Gunite-lined discharge tunnel, as shown on Figure 3.4-4.                          Both the discharge portion of the intake tunnel and the discharge tunnel have sufficient area for the plant discharge flow.
The    discharge portion of Tunnel No. 1 terminates at a point approximately 457 m (1,500 ft) from the shoreline, where the discharg        flow enters a 1.4-m (4.5-ft) diameter steel riser leading to a two-port'diffuser located on the lake bottom.
The 1.4-m (4.5-ft) diameter                riser divides into two 0.9-m (3.0-ft) diameter steel pipes with 0.46-m (1.5-ft)3.4-7.            diameter nozzles at the end of each, as                shown  on  Figure            The
~
nozzles are oriented to face              offshore    120  deg  apart  and inclined upward at a        5-deg  angle    from  horizontal    to  minimize bottom scouring. The invert of the nozzle openings is 0.9 m (3.0 ft) off the lake bottom, providing 11.35 m (37.25 ft) of water above the nozzle centerlines at minimum controlled lake el 74. 4 m (244. 0 ft) (USLS 1935 Datum) .
The location and orientation of the nozzles were designed and located to comply with New York Codes,                      Rules, and Regulations (6NYCRR704), 1976. This regulation stipulates that the lake surface temperature will not be increased by more than 1.7 C (3 F) after the addition of heat, from an artifical origin.
To  meet    the 1.7'C (3 F) requirement of 6NYCRR704, the mathematical model developed by Koh and Fan for a row of equally spaced round jets discharging at an arbitrary angle of inclination to the horizontal into stagnant water was used'. From this model, standardcorrections        nomograms published by the EPA were        generated'~'.. Depth                    by Robideau were      applied      to  the    EPA  nomographs      to  obtain more conservative results' .                New      York State        Regulation 6NYCRR652      (1976) governs discharges to hypolimnetic waters
: 3. 4-8
 
Nine Mile Point Unit        2 ER-OLS of  a lake. Through an extensive lake temperature monitoring program    conducted in 1973 in the Oswego-Nine Mile vicinity, it  was determined that a seasonally stable stratified layer or thermocline        does    not exi'st at Nine Mile Point.
Therefore, the discharge does not enter the hypolimnion.
Input data for the preceding mathematical models are listed in Table 3 '-1. Analysis of worst-case conditions resulted in the predicted temperature .distribution presented on Figure 5.3-6. .The model predicts the maximum                    surface temperature rise to be 1 3 C (2.3 F)
                            ~                ~
3.4.2.3 Cooling Tower The    cooling tower is a            single-cell,      wet-evaporative, natural-draft cooling tower          utilizing    a  counterflow-type design.
The    location of the tower is shown on Figure 3.1-1. The cooling tower design point is at an atmospheric condition of 23 C (74 F) wet-bulb temperature              and 50 percent relative humidity. During these meteorological conditions, the tower is designed to operate at an 8.9 C (16 F) approach, with a 15 C (27 F) range.        Depending        on    the    meteorological conditions, the cooling tower is designed to supply water ranging from 6.7 C to 34 C (44 F to 93 F) to the main condenser.
Selection of the design conditions for the cooling tower              was based upon meteorological data from Rochester, NY,              for the period January 1, 1949, through December 31, 1958.                Onsite meteorological data obtained during 1974 and 1978 show the Rochester data to be similar to site data. Rochester, located approximately 113 km (70 mi) west of the Nine Mile Point site on the shore of Lake Ontario, is the nearest meteorological station with a sufficiently long period of data and a climate approximately that of the site upon which the cooling tower design could be based.                The frequency distribution  of hourly  j.oint  dry-bulb    temperature  - wet-bulb temperature  occurrences  is plotted    on  Figure  3.4-8,  with the relative humidity curves superimposed. The cooling tower performance curve for the design condition is also plotted on this figure. This curve defines the .frequency with which the design point is equaled or exceeded.            From Figure 3.4-8, the design point is equaled or exceeded approximately 33 hr per year, or approximately 3 percent, of the summertime hours when the wet-bulb temperatures are over 18 C (65 F).
The cooling tower performance            curves are shown on FSAR Figures 2C-2 and 2C-3  ~  At the design point of 23 C (74 F) 3 ~ 4-9
 
Nine Mile Point Unit    2 ER-OLS wet-bulb temperature and 50 percent relative humidity, the cold water temperature is 31.9'C                (89.5 F)    and    the evaporation rate is 820 1/s (12,950 gpm); or 2.2 percent of the circulating water flow.
The  concrete cooling tower  is  165 m  (541 ft) in height, with a bottom diameter of 123 m (405      ft)Theand a top    diameter of 83 m (273    ft)  (Figure 3.4-9).            top of the cold water basin wall is at el 80.01 m        (262.5 ft), providing 0.6        m (2 ft) of freeboard above the      normal water elevation in the basin. The bottom of the tower              fill  is at el 90.2 m (295.8 ft), the centerline of the upper distribution piping is at el 93.2 m (305.75 ft), and the drift eliminator's approximately at el 93.4 m (306.3 ft).
Slide gates are provided in the upper distribution flumes to isolate the center section of the tower        fill and force all water to the perimeter of the tower during winter operation.
An ice prevention ring is provided at the top of the air inlet opening around the tower perimeter. The ice prevention ring provides a veil of water to restrict-the air inlet opening and prevent ice formation during extremely cold weather conditions.
Bypass gates are provided on three of the six inlet risers at the cold water basin level for winter startup and shutdown operations.      The bypass gates each have a capacity of approximately 14,130 1/s (224,000 gpm).
Sixteen wind baffles, spaced 22.5 deg apart, are located around the perimeter of the tower air inlet opening.            These baffles minimize the local blow-through from the tower during high-wind conditions.
Aircraft warning lights are provided on the tower in accordance with FAA requirements.
An access      ramp is provided into the cold water basin for periodic    removal  of sedimentation.        All sedimentation removed from the tower basin is disposed of in a New York State-approved  landfill.
3.4.2.4    Main Condenser The    main condenser    provides a heat sink for the turbine exhaust steam, turbine bypass steam, and other flows.              It also    provides deaeration and holdup capacity for the condensate which is reused after a period of radioactive decay.
: 3. 4-10
 
Nine Mile Point Unit  2 ER-OIS certain assumptions have been made regarding quantity of leakage, removal in the turbine building, radioactivity levels in the leakage, and partition factors. Estimated doses are based on a level of 50,000 uCi/sec        (after 30-min decay). The turbine building ventilation system discharges through the main plant stack. All releases from the stack are measured by an online isotopic effluent monitor. The radioactive gaseous effluent from the turbine building ventilation system is presented in Table 3.5-9                ~  In calculating doses for Section 5.4, activities listed in Table 3.5-9 were used.
3.5.2.1.6    Radwaste  Building Ventilation Certain tanks and equipment and some radwaste building service areas are vented to discharge gases to the combined radwaste/reactor building exhaust vent. This release point is monitored to ensure that the discharge is -below the limits      required    by    applicable    regulations.      FSAR Section 12.2.1.5 presents a description of radiation sources in the radwaste building.
3.5.2.2 Description of the Off-Gas System The off-gas processing        system is provided to reduce the total amount of gaseous radwastes released from the plant.
The piping and instrumentation          diagram for the off-gas system is shown on FSAR Figure 11.3-1. Two trains of four charcoal beds each are arranged in series to provide a 522-hr decay period for xenon isotopes and a 29.6-hr decay period for krypton isotopes, 'assuming 25-scfm flow rate (preceding holdup-time values are based on NUREG-0016, Revision', calculation methods). The minimum decay period provided by the system, assuming 52.5-cfm flow rate, is 274 hr for xenon and 13.7 hr for krypton. The system also provides for a delay time of 7.6 hr for Argon-41 (calculated using NUREG-0016, Revision 1).          The design      is based on 348,900 uCi/sec continuous activity flow rate for noble gases    measured  after a 30-min decay period. Consequently, the activity flow rate used as a              design    basis    is significantly higher than the activity              flow  rate  of 50,000 uCi/sec given in Table 3.5-8, which is an expected value and considered more representative for normal plant operation (Section 5.4).
Process    off gas is removed from the main condenser by steam jet  air  ejectors. The estimated mass flow rates for off gas to be handled by each steam jet air ejector unit is:
Dry air                  63 kg/hr (138 lb/hr) 3.5-7
 
Nine Mile Point Unit      2 ER-OLS Hg                                    20  kg/hr (43 lb/hr)
Op                                    156  kg/hr (344 lb/hr)
Hp0                                1,696 kg/hr (3,740 lb/hr)
(as dilution steam)
Noble gases                                        Negligible NOTE:  The              off-gas system inlet temperature is approximately 121                C  (250 F).
The  preceding                quantities are used as the design basis for the off-gas system. Furthermore, the system is designed to accommodate                variations in flow rates without compromising performance    abilities'he off-gas system is located in the turbine building and operates in the following manner. Steam jet air ej ectors remove noncondensable gases from the main condenser, provide the required pressure at the inlet of the off-gas= system, and maintain the hydrogen concentration below the 4-percent (by volume) flammability limit by providing the required steam flow for dilution at all power levels. Hydrogen                    -
analyzers are used to confirm these concentrations.                            Low steam flow is sensed                    and results in an alarm signal. A steam preheater raises the temperature                      of the gas stream prior to entering the catalytic recombiner, where all but approximately                  6.4 kg/hr      (14 lb/hr)      of water        vapor recombines.                  Further water removal occurs in the freezeout dryer. The activity of the off gas is reduced by passage through a series of ambient temperature charcoal adsorber tanks, and HEPA filters are used to remove any particulate matter.
Major components of the off-gas system are duplicated to provide two parallel off-gas trains.                        Components    requiring servicing          are        placed in  individually    shielded  cubicles  to minimize personnel exposure during maintenance.
The 'off-gas system includes the following equipment and is shown on FSAR              Figure 11.2-1.
3.5.2.2.1    Preheaters Following pressurization of the gas stream and dilution by the air ejectors, the off-gas mixture enters a preheater.
The preheater uses steam from the auxiliary steam system to raise the temperature of the gaseous mixture to 143 C (290'F). This temperature rise serves to:
: l. Ensure complete vaporization of any liquid water.
: 3. 5-8
 
Nine Mile Point Unit    2 ER-OLS 3.6  NONRADIOACTIVE WASTE SYSTEMS 3.6.1 Wastes Containing Chemicals or Biocides 3.6.1.1 Discharges to Water 3.6.1.1.1 Description of Nonradioactive Waste Treatment Systems and Sources of Discharges The    Unit    2    chemical  waste    treatment. system  handles wastewaters from regeneration of ion exchange resins used in the makeup demineralization water treatment system..                A 227,100-1 (60,000-gal) capacity waste neutralizing            tank, sized    for two complete regenerations of the makeup demineralizer system, provides for acid              and    caustic wastewater self-neutralization.        Additional neutralization, if  required, is achieved        through    the    addition of concentrated sulfuric acid or sodium hydroxide (caustic).
The acid or caustic is added into the tank and mixed by use of a full-flow recirculation line to achieve a pH of not less than 6.5        and  not greater        than    8.5. After neutralization and sampling, the waste neutralization tank's contents are routed to the discharge bay and subjected to extensive dilution prior to discharge,            as described in Section 3.3.1. Figure 3.3-1 illustrates the flow pathways.
The cooling tower blowdown is a flow of water released from the unit to minimize the buildup of total dissolved solids (TDS) in the circulating water.            Sodium hypochlorite is added to the cooling water immediately upstream              of the condensers,      while sulfuric acid is added immediately downstream of the condensers.      A fraction of the        cooling water is continually removed from the system. This cooling tower blowdown is routed to the discharge bay and released to Lake Ontario, as described in Section 3.3.1 and shown on Figure 3.3-1.
3.6.1.1.2 Chemicals Processed Through Each System The average and maximum quantities of chemicals added to the circulating water and used for regeneration of makeup demineralizer ion exchange resins are listed in Table 3.3-3.
The frequency and purpose      of these additions are also indicated    in Table 3.3-3.        Sulfuric acid and sodium hypochlorite are added to the circulating water system.
Sulfuric acid and sodium hydroxide are used for regeneration of makeup water treatment ion exchange resins.
3.6-1
 
Nine Mile Point Unit        2 ER-OLS 3.6. 1. 1.3    Average and Maximum Concentrations            of Natural Materials in Effluent Streams Average    and  maximum    expected      concentrations of selected chemicals discharged        in the Unit          2 combined        discharge (cooling        tower ,blowdown,          demineralizer        regeneration wastewater,      and service water bypass)              are      listed in Table  3.6-1.      These  elements      represent      the    response      of natural lake water      constituents    to  evaporative    concentration in the cooling cycle. Trace constituents listed in Table 2.3-13, but not appearing                  in Table 3.6-1, are conservative        and respond      in    the    manner indicated for elements not, subject to inplant              additions.      Average and maximum water quality          constituent        values  were  calculated using Nine Mile Point            regional        water    quality        data
( Section 2. 3. 3 ) .      Average        water        quality      parameter concentrations and average cooling tower evaporation rates were used to estimate average                  effluent values; maximum values of monthly mean        water    quality concentrations were coupled with maximum        evaporation      rates to estimate maximum effluent values.        Chemicals  added      to  this discharge due to demineralizer      regeneration    wastes,        corrosion of condenser tubing,    and  biofouling/corrosion        control    were included in the    calculations.      The  chemical        constituents      listed in Table  3.6-1  consist  primarily    of    lake    water    constituents, concentrated by the evaporative cooling process.
Average (202 mg/1) and maximum (266 mg/l) TDS concentrations of ambient intake water taken directly from the fake exceed the 200 mg/1 TDS standard for New York State Class A-Special Waters (discussed in detail in Section 2.3.3).
Sodium hypochlorite, sodium hydroxide, and sulfuric acid are added to the plant effluent as a result of additions to the circulating water system and discharges generated during the regeneration of makeup water demineralizer ion exchange resins.      In general, the chemical contribution of Unit 2 to the Nine Mile Point regional water quality of Lake Ontario is a minor increase in TDS levels of the receiving waters in the immediate vicinity of the discharge, as discussed in detail in Section 5.5.
3.6.1.1.4 Concentration Factor as a Seasonal Basis for Evaporative Cooling Systems The cooling tower is expected to be operated at a yearly average of 1.67 cycles of concentration,              based on average monthly concentration factors.                  The  maximum  hypothesized monthly concentration factor          is  2.23,    which  may  occur during the    months      of July      and        August.      Seasonally,      the concentration    factors  based  on  average    evaporation      rates  are
: 3. 6-2
 
Nine Mile Point. Unit      2 ER-OLS as  follows:    for the  January-March period, 1.48; April-June, 1.76; July-September, 1.85; and October-December, 1.60.
3.6.1.1.5    Operating Cycles    for  Each Waste Treatment System or Discharge The  cooling tower blowdown represents a continuous and relatively constant flow waste        stream during normal Unit 2 oper'ation.      The  average    blowdown          rate      is 950 l/s (15,068 gpm);    the minimum  blowdown    rate,      which    dictates    the maximum    chemical  concentrations,        is  706    1/s  (11, 188  gpm) .
Sodium hypochlorite    addition  is  not    constant      and  depends    on the chlorine demand of the circulating water. In addition, the duration and frequency of sodium hypochlorite addition are    altered    to assure        compliance          with regulatory requirements of no greater            than    0. 5  .mg/1    maximum free available chlorine for no longer        than    2  hr/day.
Sulfuric acid additions to the circulating water system are likewise controlled by demand, in this case, alkalinity.
Quantities are not likely to fluctuate to any great degree, due to 'the rather narrow range of alkalinity values reported for Lake -Ontario's Nine Mile-Point region (Section 2.3.3).
Makeup      demineralization        wastewaters            are    generated approximately once per month.          During startup,            the  large additional demand          of high-quality            wat  r  necessitates regeneration once a day. The quantities of sodium hydroxide and    sulfuric acid per regeneration                      are listed in Section 3.3.2.
3.6.1.2 Discharges to Land: Characteristics and Quantities of Sludges and Proposed Methods of Ultimate Disposal Sludge    and  sediment accumulated      in the cooling tower basin are projected to be        removed    at    5-yr intervals.            These materials    consist    of    solids      including        chemicals    and biocides, concentrated      through      the    evaporative          cooling process and collected in the cooling tower basin. The 5-yr estimated volume -is 1,668 cu m (58,900 cu ft). The sludge will be chemically analyzed,            removed,        and disposed        of offsite in a New        York  State-licensed          disposal      facility suitable for wastes of this nature. There are no other planned discharges to land.
3.6-3
 
Nine Mile Point Unit  2 ER-OLS 3.6.1.3  Discharges to  Air The  natural-draft cooling tower requires 19 to 38 million l/s (40 to 80 million, cfm) of ambient air to dissipate the waste heat from the main condenser in the circulating water system. The airflow rate      is dependent      on    ambient atmospheric conditions and therefore varies throughout the year, reaching a maximum in the winter. The effluents are commonly described      as cooling tower drift and visible plumes.
3.6.1.3.1  Cooling Tower  Drift As  the circulating water flows through the    fill section of a cooling tower, the action of the falling water over the splash bars creates small water droplets, some of which are entrained in the air flowing through the tower.        The size distribution      of    these    droplets      is    given    in Section 5.3.3.1 1.2.
                ~        Most droplets are between 10 and 600 microns. Those droplets which leave the tower in-the exit airflow are referred to as drift. The drift rate for natural-draft cooling towers varies with the exit airflow.
Based on'anufacturers'tandard        designs for natural-draft cooling towers, a maximum drift rate of 0.0005 percent of the circulating water flow is assumed.      This results in a maximum drift emission rate of about 0.76 1/s (12 gpm).
3.6.1.3.2 Evaporation Ambient air induced through a cooling tower becomes heated and moisture-laden as a result of the evaporative          cooling process,  and a visible plume is formed when the air is discharged from the tower. The frequency of occurrence and extent of the visible plume depend upon meteorological conditions existing at the time and upon the design and physical parameters of the cooling tower.            A detailed evaluation of visible plume occurrences is presented in Section 5.3.3.1.1.1.
For    a given ambient    wet-bulb temperature, an increase in relative humidity of ambient air results in a decrease in total moisture removed by cooling tower exit air and a decrease in the evaporative cooling. Conversely, a decrease in ambient relative humidity results in an increase in cooling tower exit air moisture content and an increase in the evaporative cooling. At the design wet-bulb temperature of 23 C (74 F) and a relative humidity of 50 percent, the increase in moisture content of air in the tower is 0.018 kg (0.039 lb) of water per 0.454 kg (1 lb) of dry air.          With ambient relative humidities of 25 and 100 percent, the 3.6-4
 
Nine Mile Point Unit      2,  ER-OLS increases    in moisture content are 0 '24 and 0.012- kg (0.053 and    0.026 lb)    of water per 0.454 kg (1 lb) of dry air, respectively.      The  effects of these additional amounts, of moisture added to the atmosphere on ground-level ambient relative humidity are discussed in Section 5.3.3.1.1.5.
3.6.2    Sanitary Waste Treatment The normal sanitary waste          flow from Unit 2, based on a normal operating force of 300 people .,and an estimated 124 1/day/person      (33 gpd/person),    is 37,472 l/day (9,900 gpd). .The maximum flow, based on an estimated maintenance outage work force of 1,500 people, is 187,358 1/day (49,500 gpd).
Sanitary wastes from Unit 2 will be treated along with sanitary wastes generated at Unit 1. The combined sanitary waste flows will be treated and monitored to comply with the following State Pollutant Discharge Elimination System (SPDES) permit effluent limitations:
Parameter                                  Limits Settleable solids            0.1 mg/1      maximum            daily Total suspended solids      25 mg/1 average      daily'i'5 mg/1 maximum    daily'5 5-day biochemical                mg/1 average oxygen demand (BOD>)              mg/1 maximum    daily'~'
daily'~'5.
Chlorine residual              '  ppm maximum    daily pH                          6.0-9.0 Fecal coliforms              200 MPN/100 ml                  30-day geomet-ric  mean 400  MPN/100 ml  7-day geomet-ric  mean
'''Daily  average calculated by      dividing monthly discharge by number of days in month.
    'Daily  maximum  is the maximum discharged in 1 day.
: 3. 6-5
 
                -Nine Mile Point Unit    2 ER-OLS 3.6.3  Other Wastes 3.6.3.1  Descriptions of Miscellaneous Wastes Waste streams    discussed in this section include filter backwash, storm water, roof drains, nonradioactive plant drains, treated radioactive wastewater, transfer pit drain, and cooling tower sludge.          Filter backwash consists of resuspended  filtered lake water solids. The quality and quantity of storm water and roof drains are essentially that of incident precipitation. The nonradioactive plant drains consist. of administration building, service building, and water treatment and demineralizer building floor drains.
(Turbine and reactor building drains go to the radwaste treatment    system.)    Treated      radioactive wastewater is composed of drains and reject waters treated for removal of radioactive substances      (Section 3.5). The floor drain for the diesel generator building and the transfer pit drain have the potential for contamination with oil. Cooling tower sludge consists of suspended solids retained in the cooling basin.
3.6.3.2 Estimates of Waste Quantities to be Disposed and Their Pollutant Concentration at Points of Release The filter backwash      generates    0.032 cu m/sec (50 gpm) of wastewater for a 15-min period once every 3 weeks.              The suspended  solids concentration will vary as a function of the quantity of suspended matter in the lake water filtered to supply the makeup water system.
The quantities of storm water and roof drainage vary and are directly dependent upon the storm event that generates them.
The design flow is based on a maximum daily (24-hr) rainfall of 12. 7 cm (5 in), with a return frequency of 100 yr.
Nonradioactive floor drains are discharged to the storm drain system at variable flow rates,              dependent    upon maintenance    and cleaning schedules for the facility. The combined nonradioactive      floor drains, storm water, and transfer pit and roof drains are estimated to generate a flow not greater than 14,000 cu m/day (3.7 mgd).            Treated radioactive wastewaters are quantified in Section 3.5. The volume of cooling tower sludge generated              in 5 yr is estimated to be approximately 1,668 cu m (58,900 cu ft).
The cooling tower sludge removal frequency from the cooling tower basin is anticipated to be once every 5 yr.
: 3. 6-6
 
0                                                                                                                                                                                      0 8
IDENTIFICATION      LEGEND STACK                      TOP/BERM 263.00 263.00'-MAIN NI 284 000                                                                                                                                                                                              EL                          A      REACTOR      BUILDING 8      TURBINE    BUILDING DIY.K            UNIT 2 REVETMENT-DITCH SYSTEM ugIT                                                                                                                                              C    RADWASTE      BUILDING g,XATT                  TOP EL 0                                                                                                                                            0    HEATER    BAYS E    SCREENWELL      BUILDING 0    N E.
TOP/BEAM EL  265.00                    F    CONDENSATK      STORAGE  TANK BLDG L                                                                                                    T        gi    I G    CONTROL      BUILDING H    NORMAL    SW ITCHGEAR    BUILDING SHORE LINE (E                                                                                            J      ADMIN1ST RAT ON    BUILDING
                                                                                                                          ~ RO INFO    M ATION CENTER                                                                    0                    06 99 6
NI  283000 SE AGE T      J(TM NT                                    u
(  IIT PB P        T                                                        03 gV Yu5(                                                        JI      TRANSMISSION LINES    t 1
                                                                                                                                ~XRI  )                                                        I                                      L EGENO TAJ ORIGINAL GROUNO      CONTOUR P/BERM                                                                                                                      ytAII AVE 256.OO'      i                                                                                                                                                                          NEW  GROUND    CONTOUR I                                                                                            pal 1
                                              +
RLO Il                                ~ ~                                                            Lol                                                                          FENCE    LINE CtO pAVE                                                                C                                                  TOP/BERM PARIU                                                                                                                    EL    2.00 O                        LOT                                                                TOWER
                                                                                                      ~ ~
t N I 282  000                                                                                                                                                                                                                        NOTES 266.                                                                                                                                                                  I. GRID  COORDINATES REFER        TO P/BKR                                                    I'GRO i)i    .hl                                                                  NEW  YORK STATE COORDINATE 273.                                NSM    Io                            Y                                                                  SYSTKM C
G I
LINE                              l
                                                                                                                      ~ ~
: 2. ELEVAT IONS REFER      To  MEAN RA ILROAD                          SEA LKVEL 11 1
                                            'RCIt
                                                                                                                                                                < Il                                                                  3. ORIGINAL CONTOUR INTERVAL 2 FKET
(    < ~
itltA EXIST NG
                                                            ~ tttt N I 28  I 000 FIGURE 3.1-1
                                                                        ~RA ILROAD                    TOP/  RM EL 27  00 STATION LAYOUT 200          0      200 400 I        100 NIAGARA MOHAWK POWER CORPORATION SCALE IN FEET NINE MlLE POINT-UNIT 2 ENVIRONMENTAL REPORT-OLS
 
+~,.O 1
        ~-
 
Nine Mile Point Unit  2 ER-OLS CHAPTER 5 TABLE OF CONTENTS  (Cont)
Section                    Title                  P acae.
5.3.3.2.3    Effects of Heat Dissipation Sys-tem Operation on  Wildlife          5.3-44 5.3;4        References                            5.3-49 RADIOLOGICAL IMPACT FROM ROUTINE OPERATION                            5.4-1 5.4.1        Exposure, Pathways                    5.4-1 5.4.1.1      Exposure of Flora and Fauna          5.4-1 5.4.1.1.1    Gaseous Pathways                      5.4-1 5.4.1.1.2    Iiquid Pathways                      5.4-2 5.4.1.1.3    Direct Radiation                      5.4-2 5 '.1.2      Exposure of Man                      5.4-2 5.4.1.2.1    Gaseous Pathways                      5,. 4-3.
5.4.1.2.2    Liquid Pathways                      5. 4-4 5,.4.1.2 '  Direct Exposure                      5  4-5 5 4.2
  ~          Radioactivity in the Environment      5.4-5 5.4..2. 1    Radioactivity in Surface Waters      5.4-5 5.4.2.2      Radioactivity in Air                  5. 4-.5 5'.4.2.3    Radionuclide Concentrations          5  '4-5 5.4,.2.3. 1  Liquid Effluents                          4-5    '5.
5.4.2.3.2    Gaseous Effluents                    5'. 4-..6 5.4.3        Dose Rate Estimates  for Biota Other than  Man                      .5. 4-7 5.4.3. 1    .Doses through Gaseous  Pathways      5.4-7 5.4.3.2      Doses-through Liquid Pathways,        5.4-7 5.4.3.3      Direct Radiation Doses                5.4-7 5.4.4        Dose Rate Estimates for Man          5. 4-8 5.4.4.1      Liquid Pathways                          4-8  '.
                                                                "
5.4.4.2      Gaseous Pathways                      5.4-8 5.4.4.3      Direct Radiation from Facility        5:4-9 5.4.4.4      Annual Population Doses              5.4-9 5.4.4.4.1    Eighty-Kilometer (Fifty-Mile) Radius Population Doses                      5.4-9 5.4.4. 4.2  Contiguous U.S. Population Doses      5. 4-9      .,
5.4.5        Summary of Annual Radiation Doses    5. 4-9 5.4.6        Reference                            5.4-11 5.5          NONRADIOLOGICAL WASTE SYSTEM IMPACTS  5.5-1    ~
: 5. 5.'1      Identification of Nonradiological Effluent Discharges                  5.5-1 5.5.2        Compliance with Effluent Standar'ds  5.5-1 5.5.2.1      Discharges to Water                  5.5-1 5.5.2.1.1    Cooling System Discharge              5.5-2
 
Nine Mile Poin't Unit,  2 ER-OLS CHAPTER 5 TABLE OF CONTENTS    (Cont)
Section                Title.                  Pacae 5.5.2.1.2 Treated Sanitary Effluent            5.5-3 5.5.2.1.3 Storm Water, Roof, and Yard Drainage                              5.5-3 5.5.2.1.4 Floor Drainage                        5.5-3 5.5.2.2  Discharges to Air                    5.5-4 5.5.2.3  Discharges to Land                    5.5-4 5 '.3    Impacts Associated with Nonradio-logical Effluent Discharges          5.5-5 5'  '..1  Discharges to Water                  5.5-5 5.5.3.2  Discharges to Air                    5.5-6 5.5.3.3  Solid Waste Land Impacts              5.5-6 5.5.4    Unavoidable Adverse Impacts          5.5-7 5.5.5    Irreversible and Irretrievable Commitment  of Resources              5.5-7 5.5. 6    References                            5.5-8 5.6      TRANSMISSION SYSTEM IMPACTS          5.6-1 5.6.1    Terrestrial                          5.6-1 5.6.1.1  Impact on Flora                      5. 6-1.,
5.6.1.2  Impact on Fauna                      5.6-1 5.6 '.3  Right-of-Way Management              5.6-3 5.6.2    Aquatic                              5.6-6 5 ',F  1 Identification of Operational and Maintenance Activities Associated with Transmission Facilities          5.6-6
: 5. 6.3    Transmission System Impacts to Man    5.6-6 5.6.3. 1  Land Use Impact                      5.6-6
: 5. 6.3.2  Audible Noise from Transmission Lines                                5.6-7 5.6.3.3  Means to Reduce Impacts of Trans-mission Systems                      5.6-7
: 5. 6.3. 4 Maintenance Practices to Reduce Visual Impacts                        5. 6-8 5.6.4    References                            5. 6-10 5.7      URANIUM FUEL CYCLE IMPACTS            5.7-1 5.8      SOCIOECONOMIC IMPACTS                5.8-1 5.8.1    Physical Impacts                      5.8-1 5.8.1.1  Land Use Impacts                      5.8-1 5.8.1 '  Nonradioactive Gaseous Emissions      5.8-1 5.8.1.3  Potential Adverse Impacts    Due to Noise                                5.8-2
 
Nine Mile Point Unit    2 ER-OLS fraction of the station water use. Table 3.3-1 details the evaporative losses associated with plant cooling water use (a maximum of 0.871 cu m/sec [13,800 gpm], a minimum of 0.246 cu m/sec [3,900 gpm]) and lists service water and fish diversion system maximum, average, and minimum monthly flow rates.
Lake Ontario water is used for drinking water supply, indus-trial water supply, agricultural water supply, commercial fishing, sportfishing, swimming, boating, and commercial shipping," as discussed in Section 2.3.2.          Unit 2 operation will not impact the availability of drinking, agricultural, and industrial water supplies, considering the low rate of consumption of Lake Ontario water (Section 5.2.1).
No impact      on swimming, recreational boating, or commercial shipping  will  occur as a result of Unit 2 operation.          The facility intake structures, located approximately 304.8 m (1,000 ft) offshore and approximately 146.3 m (480 ft) closer to shore than the discharge structure, are well removed'rom any swimming reer'eational use (Section 2.1.3);
The intake structures        (located at a lesser'depth than the discharge structure) are submerged 3.05 m (10 ft) below the mean    low surface water elevation.        Station operation will not change surface water elevations, and no significant al-teration        of    circulation      patterns      is    expected (Section 5.2.1); thus recreational boating will not be af.
fected by station operation. Commercial shipping vessels pass no closer than 11.3 km (7 mi) from the intake and dis-charge structures and will not be affected by station operation (Section 2.3.2).
Commercial and sportfishing water uses will be minimally af-fected by hydrologic alterations resulting from Unit 2 operation, with impacts restricted, to the dilution zone of the, thermal . plume and localized regions of the intake structures.        Standing stocks of commercially and rec-reationally important species will be subject to insig-nificant      alterations,    as    discussed    in detail, in.
Sections 5.3.1 and 5 '.2.
Groundwater Groundwater is used for public and private water supplies by several communities in Oswego County (Section 2.3.2).              No other groundwater, use has been identified. Unit 2 operation wi-ll not affect this water use. No station effluents will be    discharged to groundwater.          An ongoing groundwater dewatering program for the reactor containment foundation will produce a minor cone of depression (Section 5.2.1).
5.2-3
 
Nine Mile Point Unit 2 ER-OLS Since all groundwater use occurs upgradient of the site and groundwater discharge onsite is toward the lake, no present or anticipated groundwater uses will be affected by station operation.
5.2.2.2 Analysis of Water Quality Changes and Potential Impacts to Water Use I ake Ontario water uses that are susceptible to impacts resulting from station operation, due to changes. in water quality, include swimming, drinking, agricultural and indus-trial water consumption, commercial fishing, and sportfishing. As discussed in Sections 5.3 and 5 and chemical releases
                                                    ', thermal from Unit 2 become significantly diluted within a defined region, well before the point of withdrawal or use for drinking water, agricultural or indus-trial water supplies, or swimming.
Effluent chemical constituents from Unit 2 are largely natural lake constituents concentrated in the circulating water system by a maximum factor of 2.33 and an average fac-tor of 1.67 (Section 3.6.1). Table 3.6-1 lists the concen-trations ,of important water quality parameters at the edge of the dilution zone of the thermal plume and the average concentration in Nine Mile Point regional waters. There is a minor increase of these concentrations at the edge of the dilution zone as a result of station operation. Extensive additional dilution prior to withdrawal or. in situ use will result in 'a negligible impact of plant operation on swimming, drinking, agricultural, and "industrial water uses.
Aquatic biota will be subject to impacts of heat, induced flow patterns, and elevated concentrations of water quality constituents in the dilution zone (Sections 5.3 ' and 5.5).
However, as discussed in Section 5.3.2, the dilution zone is an extremely small volume fraction of the .receiving water body, and wastes discharged to this volume will not produce a significant impact on the average standing stock of com-mercially. and recreationally      important  fish species.
Consequently,    there will be no significant impacts to com-mercial or recreational fishing.
5.2.2.3 Mitigating Measures Impacts to Lake Ontario water use resulti'ng from the operation of the facility are minimal. Impacts to aquatic biota are mitigated by the fish diversion system (Section 5 '.1). Further mitigation of the minor impacts associated with the water use of Unit 2 is, therefore, unwarranted.
5.2-4
 
Nine Mile Point Unit    2 ER-OLS generally exhibit an initial fright reaction to elevated noise levels, followed by a period of acclimation, depending on the intensity of the noise level and the degree to which it  is monotonous or, repetitive'. Onsite, this reaction will also be related to the noise levels present priorcon-          to the commencement of plant operation, since previous ditions may reduce the period of acclimation.
The    predicted maximum      noise level at the property boundary during operation of the      plant (including Unit 1 and ambient) ranges from about 32        'to 40 dBA (Section 5.8.1.3). During operation of the tower,      the intensity and quality of the noise will remain more or less constant.          In the presence of these monotonous sounds, the animals are expected to adapt to them and resume their normal patterns of behavior.
Consequently,      the noise produced by station            operation should have      no permanent  adverse impact on the    wildlife in the area.
The    height    and width of the cooling tower present a poten-tial  hazard to migratory species of birds.          From the base (el  79.3  m  [260  ft],  4.3 m    (14 ft] above  lake tower extends approximately 164.9 m (541 ft) above grade, level), the and its width varies from 136 m (446 ft) at the base to 83.2 m (273 ft) at the top.            It  will also occasionally produce visible plumes that extend somewhat. below the top of the tower (FSAR Figures 2.3-1 through 2.3-25)          ~  The assess-ment      of potential impact, discussed in the following paragraphs, is based on considerations of bird migratory patterns, migratory cues, and meteorology in the Oswego area.
Hochbaum    states that a bird's eyes are the basic sensory or-gan from which    it  receives its initial orientation'~~'.
flight, birds must maintain true spatial orientation. On In clear days with good visibility, orientation is not a problem.      However, at night and/or under adverse weather conditions, such as low ceilings with precipitation and/or fog,    nocturnally migrating birds may. become spatially disoriented. Herbert states that for birds to maintain a visual horizon under adverse weather conditions, they are forced to migrate at lower elevations'.            In general, most small (500  ft)',.
birds migrate. at elevations Shadows  and  lights,  such as above aircraft lights atop tall buildings, television-radio towers, and 152.4 m warning ceilometers, may spatially disorient birds that normally utilize natural land and water shadows against the horizon as visual cues'.          In attempting to orient themselves, birds may seek new visual references and thus orient them-selves to a false horizon. Their flight may then become er-5.3-45
 
Nine Mile Point Unit  2 ER-OLS ratic                  and  uncontrolled with the discrepant visual                  and sen-sory cues.
Birds may also fly directly into the ground, building, tower guy wires, or other brightly illuminated structures at night because                  of a complete loss of visual cues' occur when the light source is constant or is a continually
                                                                    '.                'This may rotating beam and completely obliterates any background, causing birds to lose their visual cues to the horizontal.
Major periods of potential bird mortality would be expected to occur during peak periods of nocturnal migration under unfavorable weather conditions, although losses may occur at any time during the year.                    Studies have shown that most bird losses coincide with overcast, weather conditions, wind shifts due to passing cold fronts, and precipitation and/or fog.
nights' Some
                              '. kills,    however, Guy wires associated have occurred on clear with radio and TV towers appear to be responsible for a large percentage of bird  mortalities'ome quantitative information is available on bird kills at TV  towers and large buildings.                    During the 1972 fall season, 561 birds were killed at four TV towers in North also has been reported that 576 birds were killed during Dakota't 1 night at the Washington Monument in Washington, DC'ird collisions with cooling towers have been observed and recorded at the Three Mile Island Nuclear Station on the Susquehanna                  River near Harrisburg, PA; the Davis/Besse Nu-clear Power Station on the southeast shore of Lake Erie near Port                    Clinton, OH; and the Beaver Valley Power Station  Unit 1 on the Ohio River'                          '. At the Three
'ile July 17, Island site, 66 bird collisions were reported from 1973  through    May 31,    1975    (predominantly passerines,                  vireos, kinglets, and warblers). At the Ohio site, 157 bird casualties were reported during the fall of 1972 and spring and fall of 1973 seasons.                              It was also reported that, ducks and                      gulls readily avoided the Davis/Besse tower.                      At the Beaver Valley site, 27 bird casualties (only passerines) were observed during 9 seasons of monitoring.
The mortality of birds from a nuclear power plant with cooling towers appears small compared to mortality due to other hazards encountered during migration. For example, migrating game species face an additional hazard during the fall migration period. Throughout New York State, as well as other parts of the country, large numbers                      of migratory game                  birds are harvested during annual hunting seasons 5.3-46
 
Nine Mile Point Unit            2 ER-OLS (Table 2.4-7). The harvest of game birds has not been detrimental to the survival of these species.
In assessing the potential impact of the natural-draft cooling tower at, the Unit 2 site, all of the preceding fac-tors must be taken into consideration.
It is anticipated    that the majority of the bird mortalities associated with the cooling tower will occur during the spring and fall migration periods, since the Nine Mile Point Station is located in a major flyway'                    "'. Mortalities will primarily occur when weather conditions are unfavorable, forcing birds to migrate below 152.4 m (500 ft) at night. The potential for mass mortalities at the site is reduced for a number of reasons:
The cooling tower associated with the facility is located south of the plant and is lighted in ac-cordance with FAA regulations, using high-intensity white beacons flashing at 40 flashes/minute'.                  The tower will occasionally produce visible plumes              that extend    below            the    152. 4-m      (500- ft)  level (Section 5.3.3.1.1.1).                These    plumes, by  them-selves, are not expected to affect overall ambient visibility. Also, the height of the tower (164.9 m (541 ft]) is well below normal migration levels.
: 2. Along Lake Ontario, the spring and fall migration periods may extend over 2 to 3 months, with peak movements  expected over a 6- to 8-week period during the year.            The potential for large mor-talities of migratory birds within this period is further reduced by the low frequency of 'ccurrence of unfavorable weather conditions. Data provided by the Rochester weather tapes              (1949 to 1958) in-dicate that the total frequency in occurrence of ceilings below 152.4 m (500 ft) with visibility of zero to 1.6 km (1 mi) are 1.3 percent of the time in the spring (March, April, and May) and 0.7 percent of the time in the fall (September, October, and November).            During  a  17-day study con-melodia)  was          killed at    the  Nine      Mile Point meteorological            tower  and  no  bird mortalities oc-curred at the  stacks'.
Lake Ontario,            in the vicinity of the site, is moderately used by migratory waterfowl and birds for resting and feeding during migration. The potential for mortality from waterfowl and hawks 5.3-47
 
Nine Mile Point Unit  2 ER-Of S (Falconiformes)    flying into the cooling tower should be reduced because these birds are most ac-tive diurnally when orientation is generally not a problem. This conclusion is supported in other studies on bird mortality at towers. These studies indicate that, only a small percentage of the birds that are killed are waterfowl or    hawks'hen the low frequency of occurrence of ceilings below 152.4 m (500 ft) is combined with the short period of- time of moderate bird migrations (6 to 8 weeks/yr), the potential for mass mortalities at the site is greatly reduced. Some losses of passerine species may occur, even during the day, but these are not expected to be appreciable when compared to other sources of bird mortality occurring from natural and manmade hazards during migration.
5.3-48
 
Nine Mile Point  Vnit 2 ER-OLS TABLE 5A-1 (Cont)
Prima    Or anisms Parameter                    Fish  Crustaceans  Mollusks Al ae~    Muskrat. Heron Duck Raccoon Deer Vegetation yield (kg/sq m)                                                                      0 7 Vegetation exposure period (hr)                                                                  6,570.5 Holdup time  crop exposure to                                                                  0.0 ingestion by deer Effective soil surface density                                                                  200 (kg/sq m)
Buildup time on soil, tb(hr)                                                                    1  75+05 crop retention factor particu-                                                                  0.2  partic-lates/iodine                                                                                      ulates; 1.0 iodine Absolute humidity (g/cu m)                                                                      10. 3 Fraction of year deer consumes crop                                                                                            0 75 C-10  fractional equilibrium                                                                    1.0 ratio: continuous release                                                                        0 073 intermittent release NOTE:  8  86-09 = 8.86x10  +
<< >Edge  of mixing  xone and nearest shoreline
<<>1,603    m  (5,259 ft) east c>>Unit    2 stack (continuous)
(+>Unit 2 stack (intermittent) c>>Radwaste/reactor building vent (continuous) 2 of 2
 
Nine Nile Point Unit 2 ER-OLS TABLE SA-2 (Cont)
Population Usage    Transit  Time Approximate Distance From                                    ~~eo l~e/ ~r      to Point of Incremental Regions<>>
km Site to Point of Analysis km                  Dilution Factor    ~Boa  tin Recreation Shoreline  ~br~
Analysis 0 to 10                                                          738          1. 5+04                            15 10 to 20                                15                        307          1. 5+04            3 1+05        46 20 to 30                                25                        348          1  5t04            4. 7+05        76 30 to 40                                35                        404          1  5+04            6. 9+04      107 40 to 50                                                          457          1  5+04            1  9+05      137 50 to 60                                55                        504            1  5+04            1 8+04      168 60 to 70                                65                        548            1. 5+04            1 2+04      199 70 to 80                                75                        589            1  5+04            1 4+05      229 Other Locations<<>
Edge  of zone<~i initial mixing Approximate Distance From Site to Point of Intake km                  Dilution Factor 5.9 jar Transit Time to Intake 0.0 (assumed)
Closest accessible                      15                      307                46 shoreline<>>
NOTE:    1  5+04 = 1 Sx10i
<<aPublic water supply systems used to calculate 80-km (50-mi) radius population doses from ingestion of potable water.
<>>Public water supply system used to calculate the dose to the maximum offsite individuals from the ingestion of potable water and irrigated foods.
<>>Regions used to calculate 80-km (50-mi) radius population doses from ingestion of fish, boating, shoreline recreation (assumed one-eighth of fish caught in each region), and swimming.
<+>Locations used to calculate doses to maximum offsite individuals from ingestion of aquatic foods, and from swimming and boating.
<>>Location used to calculate doses to maximum offsite individuals from shoreline recreation. Closest accessible shoreline  closest occupied beach.
2 of 2
 
Nine Mile Point Unit      2 ER-OLS 6.3  HYDROLOGICAL 6.3.1  Preapplication and/or Preoperational Monitoring Hydrologic measurements      to determine the magnitude and direction of currents in the Nine Mile Point vicinity were made off the Nine Mile Point promontory in 1969, 1970, 1976, and 1977. The 1976 and 1977 studies        were conducted after both Unit 1 and the James A. FitzPatrick (JAF) plant were operational. The scope of each study is summarized below; results are provided in Section 2.3.1.
Currents    were    measured    continuously from May through October 1969 and from July through October 1970 at two fixed towers placed offshore from the Nine Mile Point site, one in 7- m (24 ft) of water and    one in 14 m (46 ft) of water.
Hourly current        speed    and      direction were recorded simultaneously from three depths at, each location, utilizing reduced-sized Savonius rotor meters. In addition, drifting drogues were released and tracked during the 1969 study.
These studies have been reported by Gunwaldsen et          al'''nd the Power Authority of the State of New York'uring 1976      and    1977,    additional postoperational hydrothermal surveys were conducted for the JAF plant'~'.
The focus of this study was on thermal plume mapping.
Current speed and direction, lake temperature,            and lake level were also monitored.
During the two June 1976 surveys, the current was monitored 3 m (10 ft) below      the water surface at a fixed tower positioned approximately 610 m (2,000 ft) east and along the same depth contour (9 m [30 ft]) of the JAF plant discharge.
During the two August 1976 and October 1976 surveys, currents were monitored at the 3-, 6-, and 9-m (10-, 20-,
and 30-ft) depths at. the same location.
The  first  1977 survey was conducted on April 13 and 14.
Three  in situ current monitoring locations were established:
one was the same        as the 1976 location; the second was approximately 0. 8 km (0. 5 mi) directly offshore of the JAF plant; and the third was midway between the JAF plant and Unit 1 and 2 sites at the 9-m (30-ft) depth contour (Figure 6.6-1).      Currents were monitored at the 4.5-m (15-ft) depth at all three locations during the 2-day April study. Subsequent    1977 surveys were conducted on June 14 with monitoring at the same location and depth.            The last survey was conducted on November 2 with current monitoring at a 4.5-m (15-ft) depth at the original station east of the
: 6. 3-1
 
Nine Mile Point Unit                2 ER-OLS JAF  plant,    and  a          second    station located 0.8    km  (0.5 mi) offshore of the    JAF  plant'he results    of all current                  measurement  programs  are summarized  in Section 2.3.1.
6.3.2    Site Preparation and Construction Monitoring Drainage of the site during construction is provided by two ditches and five storm water lines.                      One  of the 'rainage ditches is located at the eastern edge of the site and the other at the western edge of the site, as shown on FSAR Figure 2.4-6.      The western ditch drains the majority of the site area, as well as conveying all discharges from the sanitary treatment plant to the lake. Flows in this ditch are measured on a weekly basis by a rectangular weir located at 'he discharge outlet. Suspended solids, pH, settleable solids, and oil and grease are also 'easured.                        Monitoring data are reported to the New York State Department of Environmental Conservation                    i: n    accordance  with State Pollutant Discharge Elimination Syst: em Permit requirements.
The eastern drainage ditch and the storm water lines handle only runoff and, therefore, are not required to be monitored.
As  discussed in FSAR Section 2.5. 4, groundwater levels during construction are monitored by four piezometers located at the reactor building site. Only groundwater elevation data          are            collected        at each      piezometer approxima'tely      once            every        week. Monitoring by these piezometers will continue                        until the completion of construction.
6.3.3 Operational Monitoring Station operation will not affect surface water flow or groundwater;      therefore,              no      operational    hydrological-monitoring programs are planned for these parameters.
Sediment transport in Lake Ontario will not be altered; therefore, sediment transport monitoring is not required.
6." 3-2
 
Nine Mile Point Unit,    2 ER-OLS Site 1  1300 hr September 27, 1979 to 1200 hr September 28, 1979 0100 hr September 29, 1979 to 1500 hr September 30, 1979 Site 2  1500 hr September 30, 1979 to 1500 hr October 1, 1979 Site 3  1500 hr September    27, 1979 to 1200 hr September 28, 1979 Site 4  1400 hr September 29, 1979 to 1400 hr September 30, 1979 During    the    ambient    noise    -
measurement    program,    the noise-monitoring sites were visited once during the daytime and once during the nighttime hours.            At each visit to the primary noise-monitoring sites, the system was switched into the standby mode, and the hourly statistical data (Leq, Lg>,
Lzz,. and L>p) stored in the analyzer memory was retrieved and recorded    on a data sheet.      The B&K system was then set up    and  calibrated    for    the    hand-held      statistical measurements'his        method of data collection consisted of using a statistical sampling technigue that provides an accurate description of the short-term variations in the ambient noise environment and a sound level meter to sample the existing A-weighted sound levels in 5-sec intervals. A series of 50 samples.was generally more than sufficient to provide a statistically reliable sample defining the minimum (L9g) dBA noise levels obtainable at each site. During the 50-sample time period (4 min, 10 sec), all activity in the
                                    .
area was noted and all noise sources were identified.            Each of the 50 instantaneous sound level readings was recorded on a data sheet by a checkmark next. to the correct          dBA level.
The    collected data were later used to determine the appropriate statistical descriptors, such as the L>p, Lz,,
Lzz, and Leq levels, which correspond to the residual, average, intrusive, and equivalent levels, respectively.
Residual octave band sound levels were also obtained. The residual octave band sound .level is the minimum repeatable sound level reading obtained in each octave band (63, 125, 250, 500, 1k, 2k, 4k, and 8k Hz) in the absence              of any identifiable or intermittent local noise sources, such as passing cars and barking dogs.          From the residual octave band data, the residual dBA noise level can be calculated at each site and should agree with the minimum (Lgg) dBA levels obtained    by    using the hand-held statistical sampling technique.
: 6. 7-5
 
Nine Mile Point Unit    2 ER-OLS This ambient noise measurement procedure was followed during each visit to the noise-monitoring sites.                        At the end of each visit, the CNA was recalibrated and switched from the standby mode to the active mode .to begin another noise measurement period. Each site was visited twice daily for a total of four or five ambient noise measurement sessions during the survey. In addition, the NAGRA tape recorder was used to record a 3-min ambient noise sample at each of the nine noise-monitoring sites.        These tape recordings were obtained during the nighttime, when the. ambient noise levels were generally lower, so that power plant noise was usually audible at each of the noise-monitoring sites.'hroughout the    survey,    periodic observations                      and measurements were made of the meteorological conditions, including -wind speed and dire'ction, wet-bulb and dry-bulb ambient air temperature, and sky conditions'or the entire ambient noise survey, the winds were generally calm, ranging from 0 to 8 km/h (5 mph) . This minimized the impact of wind in the trees, 'which tends to be a problem when measuring low ambient noise levels.
6.7 '  Seismic Monitoring' There    is no preoperational seismic monitoring program planned at the Unit 2 site. However, Niagara Mohawk Power Corporation, in conjunction with other state utilities, is funding a seismic monitoring research program in New York state, as described in FSAR Section 2.5.
6.7.3 Air Quality Monitoring Programs The potential sources of gaseous emissions at Unit 2 are two standby diesel generators, one HPCS diesel generator,'ne diesel-driven emergency fire pump, and a natural-draft cooling tower'(NDCT). The diesel units will burn No. 2 fuel oil'0.5 percent    su1fur content) and, due to infrequent operation, will emit small amounts 'of pollutants (i.e.,
nitrogen oxides      [NOx],    sulfur dioxide fSOz], and particulates), as described in Section 3.6.3.4.                        Criteria-pollutant emi'ssions from these sources', even" with the
                                      ~
addition of the particulate emissions from the NDCT, will not exceed'n emission requirement of 100 tons/yr and.are not considered a major source. 'Therefore, the sources are not subject 'to prevention of significant deterioration (PSD) or emission offset (EO) regulations.                        On this basis, a
post-operational air quality monitoring program is neither necessary nor required by state or federal regulations for    .
this facility.
6.7-6
 
Nine Mile Point Unit  2 ER-OLS 7A.2    SYSTEMS ANALYSIS In lieu of developing detailed fault trees for safety-related systems, Unit 2 systems are analyzed in the same manner as the GG1 study; that is, system failures are deter-mined by writing the Boolean equation for the system and then substituting failure rate data into the equations to calculate system unavailability. The same types of failures as analyzed in a fault tree are analyzed in tabular format.
These types of failures are:
: 1. Hardware  failures.
: 2. Maintenance outage.
: 3. Valve plugged.
: 4. Testing outage.
: 5. Initiating circuit failure.
The  following accident cases were chosen for Unit 2:
: 1. Transient, requiring reactor scram initiated by the loss of offsite power, designated transient Tq.
: 2. Transient requiring reactor scram initiated by the loss of the power conversion system (PCS) or reac-tor scram initiated by other causes (except loss of offsite power) where the PCS is initially available,    designated    ,transient Tz>. Offsite and/or onsite emergency power is assumed to be available during Tzz.
: 3. Small loss-of-coolant accident (LOCA) where the equivalent leak diameter is less        than 34 cm (13.5 in), designated S.
.In the GG1 study and in the RSS, these cases were the initiating events that mostly contributed to risk; therefore, system unavailabilities are calculated for these cases only. Transients, not LOCAs, strongly dominate the risk in BWRs. The Boolean reduction of the transient and LOCA event trees    in this study came directly from the
                                                      -
GG1 study.      Large LOCAs were several orders of magnitude less significant than small LOCAs and transients.
7A. 2-1
 
Nine Mile Point Unit    2 ER-OLS The  following safety-related systems are analyzed:
: 1. Reactor protection system (RPS).
: 2. Emergency ac power system (EPS).
: 3. DC  power system (DCPS).
: 4. Vapor suppression    system (VSS)  ~
: 5. High-pressure core spray system (HPCS).
: 6. Reactor core isolation cooling system (RCIC).
: 7. Low-pressure core spray system (LPCS).
: 8. Automatic depressurization      system (ADS).
: 9. Low-pressure coolant    injection    system (LPCI).
: 10. Residual heat removal system (RHR).
ll. Service water system (SW).
A brief system        description is presented in the following paragraphs.      Table  7A.2-1 provides a listing of the cal-
'ulated    system  unavailabilities for Unit      2.
7A.2.1    Reactor Protection System The    RPS  consists of two subsystems:        the reactor protection system logic (RPSL)      and the  control  rod  drive (CRD) system.
The            monitors  various    plant  parameters    and systems RPSL status and initiates a reactor scram are reached.
if  predetermined values When a scram is initiated by the RPS, the CRD system inserts negative reactivity necessary            to shut down the reactor. Each control rod is individually controlled by a hydraulic control unit (HCU).          When a scram        signal is received, high-pressure water stored in an accumulator in the HCU or reactor pressure forces the control rod into the core.                                              P Complete descriptions of these subsystems are provided in FSAR Sections 7.1.3 and 3.9.4/4.6, respectively.
7A.2-2
 
Nine Mile Point Unit. 2 ER-OLS TABLE 7A.4-1 CONTAINMENT FAILURE MODE SYMBOLS Containment Failure Modes  After  Core Melt Containment failure due to RPV steam explosion Containment failure due to containment steam explosion Containment failure due to overpressure from burning of a combustible gas mixture uI    Containment failure due to detonation of  a combustible gas mixture Y'ontainment isolation failure Containment failure due to wetwell overpressure Containment failure due to drywell overpressure Containment failure due to large leakage Standby gas treatment system (SGTS),failure
 
Nine Mile Point Unit    2 ER-OIS The  final results of the CRAC2 consequence model are displayed as a set of complementary cumulative distribution functions (CCDFs).        A CCDF is defined as the probability that the consequences will exceed a given magnitude.            CRAC2 determines the final CCDFs by summing the effects of all trials. A trial is defined as one combination of accident release    parameters,      weather    conditions, and downwind population. The curves produced from the CRAC2 CCDF output may be then used to evaluate the health and economic risks to the public from a large scale core melt accident in a given region surrounding the plant.
Figure 7A.6.1 provides an overall view of the site region.
Figure 7A.6-2 shows a schematic of the CRAC2 consequence model.
Table 7A.6-2 provides on identification of the sources            for the input parameters to CRAC2 for Unit 2.
Tables 7A.6-3 through 7A 6-7 provide the CRAC2 input for
                                ~
Unit 2 for the ,isotopes, release parameters,            evacuation, population,        and    meteorological      data    requirements, respectively.
7A.6.2 Discussion of Health and Economic Impacts The    results      of    CRAC2    computations  are  presented    in Figures  7A ~ 6-3 through 7A.6-7.      CCDFs  representing acute fatalities,      acute    injuries,    latent fatalities, total whole-body man-Rem, and property damage are                provided.
Table 7A.6-8 shows the sensitivity of early effects (acute fatalities and injuries), late effects (latent fatalities),
and    economic      effects    (property damage)      to various parameters.
Acute    fatalities    are dominated by the high probability of Release    Category 2 (Section 7A.5).          Release    Category 1, although possessing rather rapid timing and a large quantity of released activity is not as consequential a release as Category 2.        Release Category 3 has a relatively high probability but a lower amount of released                  activity.
Category 4 is characterized by releases through the SGTS, therefore the activity released is much lower.            Category 4 does not contribute to acute fatality consequences.
Acute    injuries are dominated by Categories 2 and 3 due to their relatively high probability of occurrence and higher release fractions. The lower activity magnitude of Release Category 3 is not quite as important for injuries as it is for fatalities because of the lower dose thresholds for
 
Nine Mile Point Unit  2 ER-OLS injuries. Release Category 4 makes a small but essentially negligible contribution to acute injuries. The Oswego County, New York Radiological Emergency Response Plan (RERP) outlines six evacuation scenarios covering the various combinations of season and time of day. No one evacuation model dominated early effects.          The difference in early effect consequences among the 6 models differed by no more than 10 percent.
Latent fatalities result from lower doses than those that produce acute fatalities. These are integral effects over large areas and long time periods.            According to the Committee of the Biological Effects of Ionizing Radiation (BEIR)', solid tumors may take as long as 30 yr to develop, whereas leukemia can occur within 5 yr.          Release Categories    2  and  3 with their higher probabilities of occurrence,    dominate the  latent fatality CCDFs.
Economic impact is assessed in terms of the total cost to all affected property. As with latent fatalities, property damage  CCDFs  are dominated by Release Categories  2 and 3.
The    results indicate that the probability of causing    $ 1,000 total costs is about the same as causing $ 10,000,000 total costs. Therefore, for the accidents postulated herein,
$ 10,000,000 total costs would be a minimum value.
Figure    7A.6-6    indicates  that the probability of property damages  is relatively constant to    a total    cost of about
$ 10,000,000.
The    demography    and annual  wind  rose frequencies  for the Unit 2 site are such that approximately 46 percent of the time the wind blows out over Lake Ontario including sectors containing both land and lake. ,Therefore, there is roughly 50 percent probability that a release will be blown toward an unpopulated or sparsely populated area.        Only 9 percent of the total 80-km (50-mi) regional population resides in sectors which border Lake Ontario, and one-half of these people live beyond 72 km (45 mi) where there is essentially zero risk of fatality. There is little doubt that releases blown in these directions will result in considerably lower health consequences due to the deposition mechanisms and the lack of people liable to exposure.
Exposure pathways could result from the ingestion of fish caught from the lake, ingestion of drinking water from the lake, and direct exposure from contaminated beaches and nearshore land. Interdicting these pathways is entirely possible; however, the socioeconomic impact of such action 7A.6-4
 
Nine Mile Point Unit    2 ER-OLS is difficult to assess.          A  liquid pathway      consequence analysis is not within the    scope  of this study;    however, the economic  effect of the loss of drinking water supply and recreational areas would be temporarily felt. Some beaches and recreational areas might suffer permanent            closure or abandonment    by the public.        Commercial fishing does take place on Lake Ontario. However,      it  is concentrated in the far northeast corner of the lake and does not constitute a major industry. Nearly 90 percent of all fish commercially caught in the lake are landed by Canadian fishermen. Some of these fish could be temporarily affected by a release from Unit 2.
For the Unit 2 site, the CRAC2 results revealed that fatalities would most likely occur within 32 km (20 mi) of the plant and in no case would fatalities occur beyond 72 km (45 mi) . Injuries would most likely occur 'within 56 km (35 mi) of the plant. Although the risk of injury exists beyond 80 km (50 mi); the probability of occurence          is very low.
For  comparison    purposes,  the  CCDFs  for  acute and  latent fatalities for    GG1,  Limerick,  and  PB2  (rebaselined RSS results) have been plotted against the Unit 2 results.
These comparisons are shown on Figures 7A.6-8 and 7A.6-9.
Because of the uncertainty bands associated with each curve, the CCDFs for acute and latent fatalities for the four plants may be considered consistent.
7A.6.3 Risk Due to External Causes.
The    foregoing    analysis has confined" itself to event sequences generated by inplant failures (with the exception of loss of offsite power). However, the possibility exists that some large external event could initiate an accident or adversely    affect the plant's response to an internal initiating event.
The Unit 2 plant is not considered singularly vulnerable to external initiators. It is located in an area of low seismic activity, far away from a large body of seawater, and in an area of relatively low tornado probability.
Therefore,    earthquakes,    hurricanes,    tidal waves, and tornadoes are not expected to be high probability events.
Man-made hazards      such" as aircraft impact,        accidents at nearby industrial or military facilities, and pipeline accidents are not considered viable because the site is located at least 32 km (20 mi) from any major air traffic lane and 64 km (40 mi) from the nearest major airport (Syracuse, New York). Also, there are no large industrial 7A.6-5
 
Nine Mile Point Unit    2 ER-OLS or military facilities or pipelines near the site. The risk from transportation accidents exists only from dangerous materials on vehicular and rail traffic destined to/from the site itself. There are no major highways or rail lines carrying dangerous materials near the site. Single rail spurs and access roads provide egress routes from the three plants on site including Unit 2.              The hazards      due to flooding    from  Lake  Ontario, flooding  from  internal    sources, fires, chemical hazards, turbine missile hazards, and sabotage exist at about the same probability as at any U.S.
nuclear power plant and are taken into account in the basic design criteria of the plant.
The following FSAR sections provide an indepth treatment of these topics:
Title                          FSAR  Section Fire Protection                    9.5.1, Appendix      9A Flooding                          3.4 Turbine Missiles                  3.5.1.3 Chemical Hazards                  2.2, 6 4.4.2, F        9 '.1 Security                          13.6 Seismic Design                    3.7, 3.8 Tornado Design                    3.3 Some    external events will affect only one accident sequence while            external events will affect all accident sequences.
some With external causes taken into account, expected that the event-sequence      probabilities it and hence the is release      category probabilities will increase slightly.
However, because      Unit 2 is less than or equal to most U.S.
sites with respect to external vulnerability, anticipated that external events will not be significant it    is contributors to risk at Unit 2.
7A.6.4 Limitations and Sources of Uncertainties 7A.6.4.1 Limitations The following limitations are identified in this study:
: 1. Following the    RSSMAP methodology,    full fault    trees were not,  developed for the Unit    2 systems analysis.
7A.6-6
 
Nine Mile Point Unit    2 EQD TABLE OF CONTENTS Section      Title                                        Pacae INTRODUCTION ENVIRONMENTAL CONDITIONS                    2-1 2.1          TEMPERATURE, PRESSURE, 'AND REL      IVE      2-1 HUMIDITY                                              CO 2.2          RADIATION ENVIRONMENT                        2-2 2.3          CHEMICAL ENVIRONMENT                        2-3 2.4          SPRAY/SUBMERGENCE                            2-'4 3            FUNCTIONAL PERFORMANC      REQUIREMENTS      3-1 3.1          SYSTEM  LIST                                3-1P, P 3.2          SYSTEM/ACCIDENT MA      IX                  3-1 g 3.3          POST-ACCIDENT OPE    BILITY TIME Q  ALIFICATION THODOLOGY                    4-1 4.1          HA H ENVIRON NT                              4-1 ~    (P 4.1.1        BOP  quipme      Electrical                4-1    p.
4.1.2        NSSS    quipment  Electrical                4- 4.
4.1.3        BOP/NS    Equipment-Mechanical              4-6    .
4.2          MILD  E    ONMENT                            4-8 4.2.1        BOP E    ipme t Mild Environment            4-9 Qua ificatio  Program 4.2.2        NSS  Mild Envir nment                      4-10 alification  P  gram 5              UALIFICATION DOCUM    TATION              5-1 5.1          MASTER LISTS (ML)                            5-1 5.2          SYSTEM COMPONENT- EVAL    TION WORK          5-2 (SCEW) SHEET MAINTENANCE/SURVEILLANCE      OGRAM          6-1 P 7-1 APPEND XES A            SAFETY-RELATED ELECTRICAL EQUIP      NT MASTER  LIST (ML)
SYSTEM COMPONENT EVALUATION WORK ( CE        SHEETS TEST AND ACCIDENT ENVIRONMENTAL PROF LE D            SAFETY-RELATED MECHANICAL EQUIPMENT Amendment 16                                      December  1984
 
Nine Mile Point Unit    2 EQD LIST  OF TABLES Table No.                  Title 2-1          Harsh Environment Zones 2-2          Mild Environment Zones 2-3          Mil'd Environment Zones with Special    Filters Equipm'ent Inside Containment Subject Spray, or Froth          to'ubmergence, 3-1          Systems  List 3-2          System/Accident Matrix 3-3          SWEC/GE  System Cross Reference Safety-Related Mechanical Equipment Categories 5-1          EQD Master List. Format 5-2          System Component Evaluation Work (SCEW)
Sheet Parameters IIST  OF FIGURES Fi ure  No.                Title 5-1          EQD  System Component  Evaluation Work (SCEW)  Sheet Format Amendment 16                                    December 1984
 
Nine Mile Point Unit 2 EQD SECTION 1 INTRODUCTION The  purpose    of this document is to establish the methodologies and summarize the results of the,,environmental qualification program for Nine Mile Point Unit 2. The information supports Section 3.11 of the Final Safety Analysis Report (FSAR) and is provided in accordance with 10CFR50.49    and the guidance    of Appendix E, NUREG 0588, Interim Staff Position on Environ...ental Qualification of Safety-Related Electrical Equipment, December 1979.
Amendmen't 16                                  December .1984
 
Nine Mile Point Unit  2 EQD
                            'SECTION 2 ENVIRONMENTAL CONDITIONS The  Equipment Qualification Environmental Design Criteria (EQEDC)'''ocument summarizes the indoor environmental design    conditions    for normal, abnormal, and 'accident conditions.
The scope    of the EQEDC is limited to establishing the environmental conditions of temperature, pressure, humidity, and, radiation    (beta, gamma, and neutron).        Seismic and hydrodynamic loading conditions are not within the scope of this  EQEDC.
These parameters      are the environmental design limits to which safety-related equipment is designed and qualified.
These    data have been- =incorporated into safety-related equipment design or procurement specifications to ensure that the proper functional performance of the system or equipment during design mode of operation is adequately demonstrated.
The  environmental data  for temperature, pressure, humidity, and  radiation are defined in the EQEDC for each building zone that contains equipment which requires environmental qualification. Data are listed for normal operating conditions, abnormal operating conditions, and the accident event that impacts the zone ambient environment.
The harsh    environment zones are listed in Table 2-1. Mild environmental zones are        listed in Table 2-2.        Mild environmental zones with special filters are listed in Table 2-3.
2.1  TEMPERATURE, PRESSURE,    AND RELATIVE HUMIDITY The  plant heating, ventilating, and air conditioning'(HVAC) systems maintain indoor temperature    and pressure  conditions in QA Category I buildings for all normal operating modes.
Minimum, average, and maximum temperatures are defined and listed in the EQEDC. During normal operation relative humidity is not controlled but is limited to specified maximum percentages      in areas that are mechanically cooled.
Elsewhere, relative humidity is limited only, by the effect of the indoor sensible heat load.
Normal conditions are assumed to exist on a continuous basis until an abnormal or accident condition occurs, with the Amendment 16                  2-1                  December 1984
 
Nine Mile Point Unit    2 EQD abnormal or accident      condition then lasting for the duration listed in the    EQEDC. At the conclusion of the abnormal or accident condition duration          it except radiation, will return to normal.
is assumed that conditions, Abnormal operating conditions are reasonably expected or anticipated deviations from normal conditions, other than accident conditions.          Abnormal operating conditions narc specifically defined in the EQEDC and generally include:
the failure of operating equipment, the loss of which does no t require requi    immediate plant shutdown; the loss of specific transformers or all grid connections; the loss of nonsafe ty-related HVAC; and plant operation during test conditions.
An accident      condition is an unexpected event, occurring during the course of operation, that has been postulated for analytical purposes and has the capability of causing a release of radioactivity to the environs that could endanger public safety      if  not mitigated. A main steam line pressure boundary rupture is an example of an accident condition.
The    test pressure,        durations,    and    frequencies for containment leak rate testing are as follows:
Test Pressure  . si Test Fre uenc                      Containment Preoperational Test                  40 (1 time only)
Postoperational Test                  40 (3 per  10  yr)
The pressurization period is approximately 5 hr, followed b y a 4-hr pressure stabilization period and a minimum test              of 24 hr      after stabilization.          All other environmental conditions are the normal conditions as listed in the EQEDC.
2'    RADIATION ENVIRONMENT Integrated    radiation environments are specified in terms of rads  for  gamma  and beta radiation.      The gamma values      are based on energy deposition in tissue (rads) or exposure in air (roentgen). However, the corresponding absorbed dose wh'ic would occur in equipment materials (e.g., carbon) when posed to the environment would differ only sligh t ly in expose magnitude.        For    equipment    qualification testing, the equivalence of 1 rad to 1 roentgen is an                  appropriate assumption.      The beta environment is stated in terms of a surface air dose 'and does not account for any shielding Amendment 16                    2-2                    December 1984
 
Nine Mile Point Unit  2 EQD between  the  airborne or plateout  activity  and  the material of, interest. The total integrated dose equals the normal plus the accident conditions.          Neutron- environments are specified in terms of neutron fluence (neutrons/cm~) for that portion of the spectrum hl Mev.
For    normal    operating    conditions,    the    radiological environments are specified as, doses integrated over a 40-yr plant life for gamma and beta radiation. A plant capacity factor of 0.8 is used to develop the integrated doses for all equipment which operates in conjunction with normal reactor operation. Expected operation time over the 40-yr life of the plant is used to determine integrated doses in the vicinity of other auxiliary systems and equipment, such as fuel handling systems.
Radiation dose contributions due to abnormal conditions that are expected during the life of the plant are included in the 40-yr normal operating conditions.
Radiation dose contributions due to abnormal conditions are for the MSIV isolation event resulting from a transient caused by a loss of condenser vacuum, an MSIV closure, or a turbine  trip.
For  accident conditions, accident radiological doses are in addition to normal operational conditions.          The accident dose contribution is determined for the single most limiting accident. Dose profiles as a function of time (t) following the accident are specified. The actual accident dose that equipment is evaluated against is determined based on the required operation time of the device following an accident.
In most cases, the post-LOCA (DBA) environmental conditions will be the basis for the radiological requirements.
Anticipated transients without a scram are also considered.
Accident      integrated    doses    include    combined  dose contributions from airborne and contained sources              and represent the maximum dose for the area specified.
2.3  CHEMICAL ENVIRONMENT Engineered Safety Feature        (ESF)  systems are designed to perform their safety functions in the temperature, pressure, and humidity conditions described in the EQEDC.
Unit 2 does not utilize any chemical additives to the water recirculated by the ECCS during normal or accident conditions.
Amendment 16                  2-3                    December 1984
 
Nine Mile Point Unit          2 EQD an      accident,        the    containment and, drywell atmospheres    are mainta inc d below 5 percent (by volume) hydrogen, as discussed in FSAR Section 6.2.5                  ~
Water for the reac reactoror (normal n        operation), suppression pool, ra e p ool, RHR system, an d ECCS is not chemically fuel storag
'nhibited and is contro e d b y io in the following normal ll operating ion exchange systems within
                                            'mits:
limi
                                        'Refueling and Fuel              Suppression Reactor Water            Storage            ,  Pool Water Limits 'hutdown          Pool Wate              Quality Parameter        Condition Conductivity    510 mho/cm                s3 umho/cm              510 umho/cm 925    C                  925    C                925  C h
Chlorides        50.5  ppm                60.5  ppm              50.5  ppm (as  Cl-)
pH              5.3 to 8.6                5.3 to 7.5              5.3 to 8.6 9 25oC                    925    C                925  C Total                                      51 ppm                  55 ppm suspended solids
      'n stations        are
                            '
provided    for periodic analysis of ea or water, r fue suppression pool water to assure comp iance wi limits of the plant technical specifications.
2.4    SPRAY/SUBMERGENCE n a roach for Unit 2 was to locate corn onents above postulate d flood          oo 1        1      d away    from  sources of water spray,                ere b      1'              th or ualification under                  these              i con d tions.
to    h  sical    constrain s o                                d building arrangements,        this is not easi'bl e the plant.
in A endix 3C of the FSAR, an evaluation has been performed which demonstrates        tes tthat a    thee reactor            an b safely s h u t      down      when      considering            the    effects e  ec  s oof spray/submergence.        This    is  achieve  ed    b y      one      of    the following:
Amendment 16                                                        December 1984
 
Nine Mile Point Unit  2 EQD
: 1. Separation    and/or protection of the safety-related components  from water sources.
: 2. Qualification of the      components  for the  expected spray/submerged condition.
: 3. Verification that 'omponent failure will not preclude safe shutdown of the reactor.
In general, only equipment in the primary containment wet well is subject to submerged conditions.            In addition, electrical cable in the lowest elevations of some buildings may be located below postulated        flood levels.      In these instances,    the equipment is required to be environmentally qualified for its required function under flooded conditions.
Due to the presence        of water containing systems in many areas of the plant, and the requirement              for piping break/crack postulation in accordance with Standard Review Plans 3.6.1 and 3.6.2, many          safety-related    electrical components    are subject to water spray conditions. With few exceptions, Class 1E instrumentation, electrical cables, motor-operated and solenoid-operated valves and dampers are qualified to LOCA, steam, and spray environment.            Motors, motor control centers,        switchgear, and load centers are drip-proof but are not spray-proof. When components are not qualified for operation under spray condition, they are separated or protected from water spray      if they are required to remain operable to safely shut down the reactor.
Table 2-4 identifies equipment inside            the  containment subject to submergence,        spray, or froth during postulated design basis events.
Amendment 16                  2-5                  December 1984
 
Nine  Hile Point Unit 2 CQD TABLE 2-1 iiARSN ENVlRONMENT ZONES 7.one        7.ono      7one        7one          Zone        7one      Zona      7ane          Zone AON17r503    PC199112  PC 2r50 6 26 PC279659      PC299700    SC196119  SC261 14r5 SC306174      SC353202 AON17504    PC215121  PC250627    PC280663      PC303705    SC1 96120 SC261146  SC306175      SG261355 AON17r505    PC240208  PC250628    PC280664      PC303706    SC196204  SC261147  SC306176      SG261356 ABN19614    PC240600  PC250629    PC280665      PC303707    SC215122  SC261 149  SC306177 AON19615    PC240601  PC250630    PC287669      PC306711    SC215123  SC261150  SC306178 AON21523    PC240602  PC261207    PC287670      PC306712    SC215124  SC261 151  SC306179 AON24031    PC?40603  PC26 1636    PC287671      PC306713    SC215125  SC261152  SC306180 ABN2403?    PC240604  PC26 1637    PC287672      PC328185    SC215127  SC289155  SC306181 ABN24033    PC240605  PC261638    PC287673      SC1  75102  SC215128  SC289156  SC306182 ABS175()8    PC240606  PC261639    PC287674      SC1  75103  SC21 5129 SC?89158  SC306183 ABS 17509    PC240607  PC261640    PC289679      SC175104    SC215130  SC289159  SC306184 ABS17510    PC240608  PC261641    PC289680      SC175 lOry  Sc215131  SC289160  SC306215 ABS17511    PC240609  PC261642    PC289681      SC1 75106    SC215132  SC289161  SC328 186 AOS 19620    PC240610  PC261643    PC289682      SC I 15107  SC215205  SC289162  SC328187 AOS24034    PC24061 1 PC261644    PC289683      SC1 75108    SC215?06  SC289163  SC3?.8189 ABS24035    PC240612  PC26 1645    PC289684      SC175109    SC240135  SC289164  SC328192 AOS24036    PC250618  PC261646    PC289685      SC175110    SC240136  SC289165  SC328193 HST24044    PC250619  PC261647    PC289686      SC175111    SC240137  SC289 166  SC3?8194 MS124045    PC250620  PC261648    PC297691      SC196113    SC240138  SC289167  SC328195 HST26146    PC250621  PC261649    PC297692      SC196114    SC240139  SC289168  SC3?8196 HS126147    PC250622  PC261650    PC297693      SC196115    SC240140  SC289 169  SC328 197 MSI28948    PC250623  PC261651    PC299697      SC 961 16
                                                      '1 SC240141  SC289170  SC3?8199 MST28949    PC250624  PC279657    PC299698      SC19611/    SC240142  SC306172  SC328222 PC1 75101    PC25062  PC?79658    PC299699      SC196118    SC240143  SC306173  SC353201 Amendment 16                                      1  of  1                                  December 1984
 
Nine Mile Point Unit  2 EQD TABI E 2-2 MIFD ENVIRONMENT ZONES Zone Control Buildin El 215'-0" CB215258                        Cable Vault Area CB215259                        Cable Vault Area CB215305                        Cable Vault Area CB215306                        Cable Vault Area CB215307                        Cable Vault Area El 237'-0" CB237261                        Cable Vault Area CB237265                        Cable Vault Area CB237266                        Cable Vault Area CB237267                        Cable Vault Area CB237272                        Cable Vault Area CB237273                        Cable Vault Area CB237274                        Cable Vault Area El 261'-0" CB2 61275                      Standby Switchgear Room CB261276                        Standby Switchgear Room CB261277                        Standby Switchgear Room CB261279                        Standby Switchgear Room CB261280                        Standby Switchgear Room CB261281                        Standby Switchgear Room CB261282                        Standby Switchgear Room CB261283                        Standby Switchgear Room CB261284                        Standby Switchgear Room CB261286                        Standby Switchgear Room CB261289                        Standby Switchgear Room CB261290                        Standby Switchgear Room CB261292                        Standby Switchgear Room CB261293                        Standby Switchgear Room CB261294                        Standby Switchgear Room CB261295                        Standby Switchgear Room Amendment 16              1 of  3              December 1984
 
Nine Mile Point Unit  2 EQD TABLE  2-2 (Cont)
Zone El 289'-0" CB289297                    Relay  Room CB289298                    Relay  Room CB289301                    Relay  Room CB289394                    Relay  Room CB289395                    Relay  Room El 306'-0" CB306311                    Main  Control Room CB306312                    Main  Control Room CB306313                    Main  Control Room CB306314                    Main  Control Room CB306315                    Main  Control Room CB306317                    Main  Control Room CB306321                    Main  Control Room El 261'-0" DG2 61330                    Diesel  Generator  Rooms DG261331                    Diesel  Generator  Rooms DG261332                    Diesel  Generator  Rooms DG261333                    Diesel  Generator  Rooms DG261334                    Diesel  Generator  Rooms DG261335                    Diesel  Generator  Rooms El 272'-0" DG272337                    Diesel  Generator  Rooms DG272338                    Diesel  Generator  Rooms DG272339                    Diesel  Generator  Rooms DG272340                    Diesel  Generator  Rooms DG272341                    Diesel  Generator  Rooms DG272342                    Diesel  Generator  Rooms Amendment 16          2  of 3              December 1984
 
L Nine Mile Point Unit    2 EQD TABI.E  2-2 (Cont)
Zone                                Descri tion Electrical Tunnels El 215'-0" ET2 15239                        Electrical  Tunnels ET215240                          Electrical  Tunnels ET215241                          Electrical  Tunnels ET215243                          Electrical  Tunnels ET215244                          Electrical  Tunnels Service Water Buildin El 224'-0" SW224365                          Service Water  Pump Room SW224366                          Service Water  Pump Room El 261'-0" SW261367                          Service Water  Pump Room SW261368                          Service Water  Pump Room Amendment 16                3  of 3              December 1984
 
Nine Mile Point Unit 2 EQD TABLE 2-3 MILD ENVIRONMENT ZONES WITH SPECIAL FILTERS Zone                              Descriptions Control Buildin El 289'-0" CB289297                        Relay  Room CB289298                        Relay  Room CB289301                        Relay  Room CB289394                        Relay  Room El 306'-0" CB306311                        Main  Control Room CB306312                        Main  Control Room CB306313                        Main  Control Room CB306314                        Main  Control Room CB306315                        Main  Control Room CB306317                        Main  Control Room Amendment, 16              1 of 1              December 1984
 
Nine Mile Point Unit 2 EQD TABIE 2-4 WILL BE PROVIDED IN A FUTURE AMENDMENT Amendment 16              1 of 1            , December 1984
 
Nine Mile Point Unit      2 EQD SECTION 3 FUNCTIONAL PERFORMANCE REQUIREMENTS 3.1  SYSTEM  LIST The  systems required to mitigate an accident are listed in Table 3-1. This table also lists components/systems                that are listed in Table 3.2-1 of the FSAR which have a quality group classification of A, B, or C, or designated either QA Category I or Seismic Category I.
3.2  SYSTEM/ACCIDENT MATRIX The  system/accident      matrix  shown    in Table 3-2 identifies those systems that are required to            respond    to accidents which result in harsh environments.
As    discussed    in Sections 2.1      and  2.2  and  the  EQEDC, generally only two of the several design basis accidents discussed in FSAR Section 15 and FSAR Appendix 15A are used to define harsh environment, for equipment. qualification.
These two accidents,        loss of coolant accident inside the primary containment and high energy line break outside the containment, envelop all other plant conditions with respect to their effect on the equipment environment.                With few exceptions, all equipment required to function following any accident is qualified for this worst case environment.
For some components, this worst case combination of accident and environmental        conditions    results    in significant qualification problems.          In these instances, an evaluation was performed to develop the environmental            conditions for the accidents in which these components are required to operate. These conditions then become the basis for their qualification.
Not  all  systems    listed in    Table 3-1    include  equipment located in harsh environments.
Some  components. listed in Table 3-1 are not required to operate following accident conditions and therefore do not require harsh environment qualification. Justification for this is given in the notes to Table 3-2. A cross reference of GE and SWEC systems is given in Table 3-3.
3.3  POST-ACCIDENT OPERABII ITY TIME Equipment    must required to perform be  qualified for the length of time its  safety function    and must remain itinisa Amendment 16                    3-1                      December 1984
 
Nine Mile Point Unit  2 EQD safe mode after the function is performed. The length of time the equipment is required to function following the onset of an accident is its post-accident operability period (PAOP). Equipment can have a PAOP that ranges from a short time period, but not less than 1 hr immediately following the onset of an accident, to 100 days for components requiring operation for an extended period after the onset of  an  accident.
The    approach to determine operability times is similar to that  used for accident conditions in that the most limiting case is used for environmental qualification.            In most cases, post accident operability time i's based on the accident    requiring the longest functional capability. This is  combined  with the worst case accident environment, even though  a  shorter PAOP may be applicable.
The PAOP  is indicated in the EQD Master List, Appendix A.
Amendment 16                  3-2                December  1984
 
Nine Mile Point Unit      2 EQD TABLE  3-1 SYSTEMS  LIST Abbreviation  ~S stem ISC          Reactor System and Nuclear Boiler CIS          Containment    Isolation  (See Note  1 to Table 3.1-2)
RDS          Control    Rod  Drive SLS          Standby Liquid Control NMS/TIP      Neutron Monitoring/Traversing Incore Probe RPS          Reactor Protection System LDS          Leak Detection (See Note 2      to Table 3.1-2)
PRM/ARM      Process Radiation Monitoring/Area Radiation Monitoring RHS          Residual Heat Removal CSL          Low  Pressure    Core Spray CSH          High Pressure      Core Spray ICS          Reactor Core Isolation Cooling FHE          Fuel Service, Reactor Vessel, Invessel, Storage, and Refueling Equipment SSP          Post-Accident Sampling System SFC          Spent Fuel Pool Cooling ADS/SVV      Automatic Depressurization/Main Steam Safety Relief IAS          Instrument Air SWP          Service Water GTS          Standby Gas Treatment EGS          Emergency    Diesel Generators    (including CSH DG)
Amendment, 16                1  of 2                December 1984
 
Nine Mile Point Unit    2 EQD TABLE  3-1 (Cont)
Abbreviation ~S stem EGF          Diesel Generator Fuel Oil (including  CSH DG)
EGA          Diesel Generator Starting .Air (including CSH DG)
CMS          Containment Monitoring GSN          Nitrogen Inerting HCS          Hydrogen Recombiner Control Building Chilled Water HVN          Chilled Water-Ventilation Reactor Building Ventilation Diesel Generator Building Ventilation Yard Structures    Ventilation Control Building Air Conditioning ACP          Auxiliary AC Power System DCP          DC  Power Systems RPC          Reactor Building Polar Crane RRS          Redundant  Reactivity Control CNS          Condensate  Makeup/Drawoff DFM          Miscellaneous Floor Drains DWS          Domestic Water System TME          Turbine Gland Seal and Exhaust Amendment 16              2  of 2            December 1984
 
Nine Mile Point Unit 2 EQD TABLE 3-2 SYSTEM/ACCIDENT MATRIX FSAR Accident                                  Abbreviation Reference Control  Rod Drop Accident                    CRDA      15.4.9 Fuel Handling Accident                        FHA      15.7.4 Loss  of Coolant Accident                      LOCA      15.6.5 (inside primary containment)
High Energy Line Break (ICS/WCS)              HELB      15.6.4 (outside primary containment)
Main Steam Line Break                          MSLB      15.6.4 (outside primary containment)
Feedwater Line Break                          FWLB      15.6.6 (outside pr..mary conta .nment)
Anticipated Transients Without                ATWS      15.8 Scram Amendment. 16                1  of 5                December 1984
 
Nine Mile Point Unit  2 EQD TABLE  3-2 (Cont)
Accident
~sstem      CRDA  FHA  LOCA    HELB  MSLB  FWLB  ATWS CZS<    1 )              X                    X ISC X
SLS NMS/TIP RPS LDS<2)                                  X PRM/ARM                                  X    X CSL CSH ICS FHE
    'SP SFC IAS ADS/SVV                'X                    X      X SWP GTS X
                                                  '
EGS EGF                                            X      X Amendment 16              2  of  S            December 1984
 
~ ~
Nine Mile Point Unit  2 EQD TABLE  3-2 (Cont)
Accident
~Sstem          CRDA  FHA  LOCA    HELB  MSLB  FWLB    ATWS EGA              X    X    X        X CMS                          X        X GSN                          X        X HCS HVK              X    X HVN              X    X HVR              X    X                    X HVP HVC                                          X ACP                                                X      X DCP                                                X    '
RPC'4' RRS CNS~~'WS'6'ME<<
              ~
Amendment 16                    3  of  5            December  1984
 
A Nine Mile Point Unit        2 EQD TABLE  3-2 (Cont)
Notes CIS,    primary      containment      isolation,    includes    the following systems      whose  only post-accident      function is primary    containment    isolation (unless, otherwise noted):
    ~    Reactor      coolant      system    (also  serves    an  ATWS function)
    ~    Reactor    water  cleanup system (also serves an          ATWS function    and  is part of    LDS)
    ~    Service  air system
    ~    Breathing air system
    ~    Reactor building closed loop cooling water system
    ~    Main steam system (also        part of  ADS/SVV and LDS)
    ~    Feedwater system (also serves an          ATWS  function)
    ~    Containment purge system
    ~    Reactor    building floor and equipment drain systems (also part of LDS)
    ~    Fire protection system
    ~    Leakage monitoring system LDS,  the leak detection system, includes temperature, flow, and/or level instrumentation, in the following systems:
Main steam system Reactor system Reactor core    isolation cooling system Reactor building floor and equipment drain            systems Residual heat removal system Reactor water cleanup system Amendment 16                    4  of  5                  December 1984
 
Nine Mile Point Unit  2 EQD TABLE  3-2 (Cont)
FHE,    which includes fuel service, reactor vessel, invessel, storage, and refueling equipment, performs no post    accident    function. Selected components are seismically qualified to ensure proper        functioning during refueling operations. Refer to FSAR Section 9.1.
RPC,  the reactor building polar crane, performs no post accident function. The crane is seismically qualified to prevent failure that could jeopardize safe operation of the reactor and to ensure proper functioning during refueling operations. Refer to FSAR Section 9.1.
One CNS boundary valve is used to prevent bypass leakage in the event of a LOCA inside the primary containment.
DWS  and TME require QA Category I components based on special    system    considerations.      No environmental qualification is required.
Amendment 16                5  of 5            December 1984
 
t Nine Mile Point Unit  2 EQD TABLE 3-3 SWEC/GE SYSTEM CROSS REFERENCE
~sstem                                  SWEC Code    GE  Code Nuclear Boiler                            ISC          B22 Mainsteam                                  MSS          B22 Feedwater                                  FWS          B22 Automatic Depressurization                              B22 Recirculation                              RCS          B35 Control  Rod Drive                        RDS          C12 Redundant  Reactivity Control              RRS          C22 Standby Liquid Control                    SLS    -    C41 Neutron Monitoring                        NMS          C51 Process Radiation Monitoring                            D13 Post Accident Sampling                    SSP          D24 Residual Heat Removal                                  E12 Low-Pressure Core Spray                    CSL          E21 High-Pressure Core Spray                  CSH          E22 Ieak Detection                            LDS          E31 Reactor Core Isolation Cooling            ICS          E51 Reactor Water Cleanup                      WCS          G33 Amendment 16                1 of 1                December 1984
 
0 Nine Mile Point Unit    2 EQD SECTION 4 QUALIFICATION METHODOLOGY 4.1  HARSH ENVIRONMENT 4.1.1  BOP  Equipment    Electrical The  methodology    established for the      equipment    qualification program is in accordance        with the guidelines provided in NUREG-0588      for Category II plant and consistent with applicable Regulatory          Guides    and    consensus      national standards    (ANSI and IEEE), and'n            compliance with the requirements of 10CFR50.49.          The methodology consists          of developing the Equipment Qualification Environmental Design Criteria (EQEDC)''', which establishes the temperature, pressure,    humidity, and radiation dose levels, for normal, abnormal,      and      accident 'onditions.              Post-accident operability time is developed to assure that the equipment will be qualified to maintain a safety function during a post-acciden      event.
These    requirements      are    included    i'n  the  procurement specification for the safety        related electrical equipment.
The specification mandates          that the qualification will be accomplished in accordance          with IEEE 323-1974        and    in accordance    with the quality    assurance  program referenced    in 10CFRSO  Appendix B.
Based on these          specification requirements, the equipment manufacturer develops an equipment qualification program.
Safety-related equipment is evaluated by comparing the environmental conditions by which equipment operability has been demonstrated with required conditions.              This evaluation includes review for both 40-yr normal                    and    abnormal
'environments and accident environments resulting from a spectrum    of  LOCAs and HELBs.          equipment  justification is considered acceptable when        it The is demonstrated that equipment can perform its required safety function under postulated environmental conditions.
All qualification testing            and  analysis of safety-related equipment are        being    evaluated      for compliance with Category II NUREG-0588 guidelines.              Equipment testing is reviewed to determine the extent to which conditions      and    provides it  simulates plant sufficient margin. Factors considered      during the review of testing include                  test Amendment 16                      4-1                      iDecember 1984
 
Nine Mile Point Unit        2 EQD procedures,      test    setup,    test    sequence,    margin, and  test anomalies.
Supplemental        analyses      (i. e., beta shielding thermal degradation)      are performed, as            required,      to support qualification. All analyses based on partial test data are completed using approved              methodologies        with adequate justification. Equipment specific analyses are contained in the EQ file along with appropriate justification.
A  System Component Evaluation Work (SCEW)'heet is completed for    each equipment/component          listed on the master          list (Appendix A), with the results of the qualification document review, in summarized form. A SCEW sheet with a description of    its entries is    provided in Section 5.2 of this document.
SCEW    sheets demonstrate      that each required parameter i;s enveloped by the qualified values.                    Additionally, SCEN sheets provide equipment description,                  safety    function, qualified life, and              references        of all        applicable qualification documents        and  explanatory notes.
Acji~n Aging effects on all safety-related electrical equipment are considered in the EQ program to conform to the requirements of Section 4 of NUREG-0588.
Arrhenius aging methodology is used for accelerated thermal aging and is the preferred method for evaluating equipment aging.        When    other    methods      are    used,    appropriate justification is provided.
In the case where accelerated aging was used, the procedure employed considered the expected application and design life of the device being tested.
Synergistic effects, where known, are considered in the accelerated aging program. Specifically, where a supplier has identified or is aware of synergistic effects for.,a particular component, documentation it  has been addressed.
is included in the      EQ  file.
Appropriate Where      required, a maintenance or replacement schedule consistent with qualified life is provided as part of the support    documentation and      is referenced on the SCEW sheets.
When type testing was selected as the qualification method,                  "
the type test was run on the device(s) in a specified sequence      that was set down as part of the written test procedure. All sequential testing was performed on the same Amendment 16                        4-2                      December 1984
 
Nine Mile Point Unit    2 EQD unit(s),      including      aging.      The    sequence    given    in IEEE 323-1974,    Paragraph other sequences used are 6 '.2,  is generally justifiable    on used. However, the basis that. it is severe enough to verify        that the device qualified will perform its      intended functions within the requirements of the purchase      specification before, during, and after a design basis accident.
Marcain Qualification type test results were reviewed to verify that adequate margin exists between the most severe                specified service conditions for the equipment and the conditions used in type testing.          Margins are        in addition to any conservatism      applied    during the derivation of local environmental conditions of the equipment. Margin accounts for production variations of equipment and inaccuracies .in test instrumentation. Increased levels of testing, number of test cycles, and test duration are among the methods used for ensuring adequate margin.
Some    equipment's required by the design to perform its safety function only within the first 10 hr of an. accident.
For this equipment in general, a time margin of at least 1 hr in excess of the time assumed in the accident              analysis was used.
For    all    other    equipment,    the    10-percent time margin identified in    IEEE 323-1974 was used      unless a .reduced amount, could be    justified.
Dose Rate and    S  ner  istic Effects Qualification for radiation was based on the calculated total integrated dose. Safety-related electrical equipment qualified for use in a nuclear radiation environment was exposed to radiation which simulated the conservatively calculated integrated dose (normal and accident) that the equipment is expected to withstand prior to completion of its intended safety function. In general, a gamma radiation source,    typically C0-60, is used to simulate expected radiation exposures Where beta and gamma radiation exposure is expected, beta radiation is taken into account either during      simulated    exposure      (directly or as a gamma equivalent) or during evaluation of the results.              Reduction in the total beta dose was allowed only after considering appropriate shielding factors. If the beta radiation dose contribution to the equipment or component was calculated to be less than 10 percent of the total gamma radiation dose to which the equipment or component had been qualified, then Amendment 16                                              December 1984
 
Nine Mile Point Unit    2 EQD the equipment or component was considered qualified          for .the beta'nd    gamma radiation environment.
The  dose rate,      energy spectrum,      or particle type was addressed to arrive at a gamma equivalent total dose'o which the equipment must be exposed., Actual testing using dose rate,        energy    spectrum,    or particle      type    as qualification parameters was not considered.
Synergistic      effects    involving dose rate are not addressed.
However;    where synergistic        effects of radiation and temperature were identified          prior to the initiation of qualification, they      are 'included  in the  program.
~Anal sis I
The use  of analysis for qualification is in conformance with 10CFR50.49(f).
4.1.2 NSSS Equipment - Electrical Safety-related electric NSSS equipment located in a harsh environment includes all three categories of 10CFR50.49(b).
A Master List of this equipment is provided in Appendix A.
s Category      1,  10CFR50.49(b)    equipment is that equipment classified by the NSSS        vendor as safety-related      in the Master    Parts      List    (MPL). Category 2, 10CFR50.49(b) equipment has been identified through review                of the electrical connections for all equipment, classified as nonsafety-related in the MPL. Those items connected to ESF or RPS power without being electrically separated in accordance with Regulatory Guide 1.75 are included in the qualification        program'.          Category 3,    10CFR50.49(b) equipment has been identified and is included in the qualification program.
The  approach    taken  by General  Electric to environmentally qualify safety-related      equipment  within the NSSS Scope of Supply for Unit 2 to        a level consistent with NUREG-0588 is described      in the        GE    Licensing      Topical    Report NEDE-24326-1-P'"'.        This report has been approved by the NRC. The methodology described in this report is consistent with applicable Regulations (10CFR50 Appendix A), applicable Regulatory Guides, and with applicable consensus national standards    (ANSI and IEEE). The work performed under this guidance is controlled in a manner consistent with the commitments contained in the NRC-approved GE Licensing Topical Report on Quality Assurance.
Amendment 16                                            December 1984
 
Nine Mile Point Unit    2 EQD The approach    to qualification described in on type testing being the preferred approach.
NEDE-24326-1-P's predicated Depending upon either the unique characteristics of the specific devices or on the availability of other sources of qualification data, other, approaches such as partial type test with justification by analysis, operating experience, analysis or combination of the above mentioned approaches
                  .
may be used.      For any of these approaches                        the eventual approach used is justified in the accompanying qualification report. This justification is based on the demonstrated ability of the product to meet its intende'd safety function.
Where type testing is performed, the approach usually taken is as follows:
Assure      the    device  is functional                  under normal conditions      as  well  as  under  extremes .of such conditions.
: 2. Device condition.
is    aged  to  an  end-of-qualified                  life
: 3. Device    is subjected to    dynamic simulation.
: 4. Device      is subjected        to design basis event conditions      and  post design basis event conditions.
: 5. Device is inspected for failures which may not have been apparent during the operational te'sting which may -    have    occurred 'uring        exposure                  to an environmental extreme.
The    specific sequence          of tests      undertaken                  during environmental qualification may vary depending upon the function of the device and the nature of the event for which qualification is being de'monstrated.                        The          associated qualification report contains a justification of the actual sequence used.      When a product is tested,      where practical, the interface associated with the product is included in the test. The specific sequences of environments applied during the testing are determined, using engineering judgment, to best select the sequence to which the product would be subjected during actual installation. Furthermore, where synergisms between environments are known, these effects are taken into consideration during the planning and conducting of the test. All tests that are conducted include adequate margins as described in NEDE-24361-1-P'~'.
. Following the completion of the tests all of the associated documentation that led to the test and was generated during Amendment 16                                                          December 1984
 
Nine Mile Point Unit    2 EQD the test is formally assembled. into a qualificati'on report.
That report is available for NRC audit..
For    devices not qualified by test (e.g., device's classified as safety-related solely because        they perform a pressure boundary      function; devices that perform their safety function prior to the onset of harsh environments in which they do not contribute to the mitigation of the event after performance of        the  intended    safety  function',= etc) qualification reports are also prepared demonstrating the adequacy of their qualification. As with devices qualified by test,      these qualification reports are in an auditable form. The last step of qualification i to ensure'that            the device tested is similar to the device installed in the field. Therefore, before full qualification can be assured, there is a verification of the similarity between the tested device and the installed device.
: 4. 1.3  BOP/NSSS  Equipment - Mechanical The    Mechanical      Equipment    Qualification (MEQ) Program provides  a documented analysis    of the nonmetallic materials, used in safety-related mechanical equipment, to demonstrate that the environmental effects due to plant operation and postulated accidents would not degrade these materials in such a way as to prevent this equipment from performing its required safety function.
The MEQ Program details the environmental design conformance review of safety-related mechanical equipment located in' harsh    environment.      The    conformance    review includes nonmetallic      subcomponents    of    mechanical    equipment.
Equipment categories        included in this review are listed in Table 4-1. Safety-related mechanical equipment inc'luded in the MEQ program is identified in Appendix D. Environmental conditions listed in the EQEDC are used as the basis for the MEQ  review.
Generally,    mechanical equipment has not been shown to be as sensitive to radiation exposure as electrical components; Metallic portions of the equipment are particularly resistant to radiation.        Nonmetallic parts of mechanical equipment,. while more        sensitive    to radiation and temperature,    are used in the equipment so            that the degradation of mechanical properties will not substantially affect the required safety function of the component.
I Amendment 16                                          December  1984
 
Nine Mile Point Unit    2 EQD Methodolo The  review consists of the following five-step. process.
: 1. Identification        of    safety-related    mechanical equipment
: 2. Identification of nonmetallic components
: 3. Identification of environmental design conditions
: 4. Identification of nonmetallic material capabilities
: 5. Evaluation of environmental effects The  MEQ  Program    consists    of analyses of safety-related equipment located    in  systems  required for the following functions:
: 1. Emergency    reactor shutdown
: 2. Emergency core cooling (short-term)
: 3. Reactor core cooling (long-term post accident)
: 4. Primary containment isolation
: 5. Containment    integrity
: 6. Prevention of release of radioactive material To accomplish      the above functions, complete systems and portions of systems are included in the MEQ Program.
Category I mechanical equipment within those systems that are located in a harsh environment,              and required for performance of the above functions, are included in the MEQ Program.      The    review    is performed by using the specifications, SWEC drawings, vendor drawings, and manuals.
Of the environmental conditions (temperature,            pressure, humidity, and radiation) only radiation and temperature were considered in the review. Pressure and humidity were not considered relevant since the design of nonmetallic portions of mechanical equipment for these parameters is governed by system process conditions which have been identified in the specification and addressed by the. equipment manufacturer.
Each material identi fi ed was examined to determine the effect of the environmental conditions on the material Amendment 16                                          December 1984
 
Nine Mile Point Unit    2 EQD properties.        For initial screening, it was conservatively chosen to use the threshold radiation level and maximum service temperature.          Materials handbooks, textbooks, and industry and government reports were researched to obtain material data.        In some cases vendor data were utilized to supplement the above sources.
A    conservative      initial    screening  of the nonmetallic
                                                        ~
components was      made  by  the  comparison    of the material capabilities (threshold radiation level and maximum service temperature) with the maximum postulated              environmental conditions.        Those items which were not shown to be acceptable based on the comparison were evaluated in further detail considering:
: 1. Degree of material degradation.
: 2. Material properties affected.
: 3. Equipment/component function.
: 4. Degree of functional degradation.-
~Acce  tance  Criteria In order to be considered acceptable, nonmetallic portions of mechanical equipment must either be shown to be acceptable for the plant environment by either of the following:
I
: 1. Exhibiting threshold radiation values and maximum service temperatures above the maximum . postulated environmental conditions.
: 2. Demonstrating by engineering analysis of material capabilities and function that the safety function of the component is not compromised.
4.2    MILD ENVIRONMENT Mild environment plant areas are listed in Table 2-2. These areas or zones were selected based on the                    following guidelines and criteria:
: 1. Safety-related equipment in these zones is located outside of containment, and is not subject to accident environments due to a LOCA or pipe breaks.
: 2. Environmental conditions: 10CFR50.49, Paragraph c.
(iii) defines a mild environment as: An Amendment 16                                          December 1984
 
Nine Mile Point Unit  2 EQD environment  that would; at no time be significantly more severe  than the environment that. would occur during      normal    plant    operation,    including anticipated operational occurrences.        Anticipated operational occurrences,      as defined in 10CFRSO Appendix A,    means  those  conditions of normal operation which are expected to occur one or more times during the life of the nuclear power unit and include, but are not limited to, loss of power to all recirculation pumps, tripping of the turbine generator set, isolation of the main condenser, and loss of all offsite power.
Review    of Unit 2 environmental conditions has shown that there is  no significant change in environmental      conditions, except radiation, in these zones during an accident.
The total integrated dose for normal 40-yr service plus 100-days post-accident is less than 10" rads, which is lower than the threshold damage level for organic materials.
Electronic components          (in particular, metal          oxide semiconductor devices) may have a threshold damage level at somewhat lower doses.      Justification for the use of these electronic components in the specified radiation environment shall be provided. Plant zones listed in Table 2;3 are served by the special control room air filters and will not experience any significant increase, in radiation during normal 40-yr service or accident;            therefore, the use of electronic equipment in these zones is considered justified.
Equipment located in the zones liste'd in Table 2-2 are not exposed to environmental conditions that may cause common mode    failures due to environmental conditions during DBE.
Immediate access following a DBE is not required other than normal and periodic maintenance.            Therefore, these plant, zones may be considered mild environment areas.
4.2.1 BOP Equipment Mild Environment Qualification Program Safety-related equipment located in a mild environment meeting the following requirements is considered adequately qualified.
A  Certificate of    Compliance (C of C)  stating that the functional requirements        of the equipment subjected to the specified        Unit 2 environmental conditions have been met.
: 2. The C of C shall identify the supplied equipment by equipment mark number.
Amendment 16                                          December 1984
 
Nine Mile Point Unit        2 EQD
: 3. The, equipment has been manufactured in accordance with a quality assurance program that meets the requirements of 10CFR50, Appendix B, and states compliance with 10CFR21.
The    requirements    for any scheduled surveillance, maintenance    calibration,, periodic tests, and parts replacements    necessary to maintain qualification.
4.2.2 NSSS Mild Environment Qualification Program Safety-related      NSSS    vendor-supplied equipment that is located in a mild environment is considered qualified if:
: 1. The  equipment      manufacturer's        design environmental parameters envelop the Unit 2 specific environment.
: 2. The    equipment      manufacturer's        design    functional characteristics envelop the Unit 2 application specific functional performance requirements.
: 3. The NSSS vendor provides a Product Quality Certification (PQC) in accordance with NEDO    11209'he PQC establishes    a tie between the supplied item and the respective equipment drawing which in turn provides further reference to the applicable environmental and functional performance specifications.
Amendment 16                  4-10                      December 1984
 
Nine Mile Point Unit    2 EQD TABLE  4-1 SAFETY-RELATED MECHANICAL EQUIPMENT CATEGORIES Air Treatment  E ui  ment Fans Dampers Air treatment units Hydrogen recombiner Unit coolers Process Fluid  S stem  E  ui ment Pumps Valves  air- and electric-operated,      check,  relief Heat exchanger Strainer Containment Inte  rit  and Isolation  S  stem  E  ui  ment Locks and hatches Isolation valves Penetration seals and gaskets Miscellaneous E i ment Nonmetallics used in ventilation systems Nonmetallics used in process fluid systems Amendment 16                  1 of  1                  December 1984
 
I Nine Mile Point Unit      2 EQD SECTION 5 QUALIFICATION DOCUMENTATION
'5.1  MASTER LISTS (ML)
The  equipment and components that are within the scope of 10CFR50.49(b) are listed in the ML in Appendix A and are included in the qualification program.
This list includes and        identifies    10CFR50.49(b)    equipment categories 1, 2, and 3.
All safety-related equipment added as a result of the TMI action oitems (see FSAR Section 1.10) have been included in the Unit 2 qualification program and qualified as required.
The ML includes and identifies the follow'ing:
Equipment/components      associated with the systems required  to mitigate      an    accident  . listed in Tables 3-1      and    3-2    and    located: in harsh environment,    Category 1,        10CFR50.49(b),      are identified.
: 2. Nonsafety-related      equipment/component connected to safety-related      power      buses      without      being electrically        separated        in accordance        with Regulatory Guide 1.75, are under review.
review identifies such cases they will be included If  the in the  Qualification    Program and    identified in the Master  List accordingly.
: 3. Post-accident monitoring equipment located 'in harsh environment, and is specified as Category 1 and 2, Revision 2, Regulatory Guide 1.97, are identified.
An important feature of the ML is its capability to identify all qualification documentation as'sociated with any of the listed safety-related electrical equipment or components through reference to the associated          SCEW    sheets for that particular equipment or component.                The identity of any
                                                      ~
qualification document associated with any of the listed items    can    be accessed    through either the individual equipment identification number,            (e.g., 2CSI *FV114) or through a generic equipment manufacturer and model number (e.g., Rosemount 1153B pressure transmitter).
Amendment 16                    5-1                      December'984
 
Nine Mile Point Unit  2 EQD Examples      of documentation      accessible through the MI reference to the SCEW sheets are purchase specifications, vendor records (e.g., test plans and test reports), and SWEC-generated      documentation  (e.g., aging analyses        of mechanical equipment and equipment operability periods) .
For each device, the ML provides a summary of the key elements of the        Environmental    Qualification Program.
Table 5-1      contains    the  heading for the ML, with a description of each entry. The first four characters of the device indicate the unit number and the major system in which the device is used.        The subsequent    characters are used to further segregate the devices by specific type and number.
5.2    SYSTEM COMPONENT EVALUATION WORK (SCEW)      SHEET The    SCEW  sheet  presents a description of the individual equipment and      its location. A comparison    is made, in summary,    of the  actual environmental parameters of the zone specified, with the environmental parameters encompassed in the qualification prcgram. It also contains references to all of the suppor."ive environmental qualification documents which demonstrate that the equipment is qualified to perform its safety function in the postulated environmental conditions.
Reference      to the qualification documents that contain detailed supporting information, including test data, can be found listed in the individual equipment or component SCEW sheet.
In general, there is a SCEW sheet for every line item on the ML. Some SCEW sheets may consist of more than one page when the individual equipment has components, which are located in different zones or are otherwise qualified separately.
Referenced documents are test reports and other such items that are retained in Supplier's Document Data Form (SDDF) files.      Other    documents which may be referenced 'are equipment      specifications,      Equipment      Qualification Environmental Design Criteria (EQEDC), and calculations of composite environmental zone profiles, qualified life 'and supplemental analyses for equivalent gamma radiation and the post-accident operability period.
The    SCEW    sheet  format  is  shown  on  Figure 5-1. The description of the entries is given          in Table 5-2. SCEW sheets are compiled in Appendix B.
Amendment 16                    5-2                  December 1984
 
Nine Mile Point Unit 2 EQD Associated with the SCEW sheets are graphs of time dependent environmental parameters, such as temperature and pressure for both specified accident conditions and qualification test conditions. These profiles of accident and test conditions are compiled in Appendix C and may be used for comparison of the applicable accident conditions and zones to the environment simulated in the qualification test.
Amendment 16                5-3                December 1984
 
lf I I
 
    ~
    ~
a a
        <<<<%
NINE NILE POIHT DOCKET NUMBER QUAL REF 4 (EQUIP HO.:
ISPEC HO.)
lSYSTENl a
a a
a
    <TYPE(
                        -
(DESCRIPTIOH)
UNIT 2 50-410 EQUIPMENT DESCRIPTION REV a'='='='='*====================t I as a  a I IOP al TINEt IITBP (F)'
                                          )I NORMAL
                                                            <<
PARANETER I SPECIFIED ABNORMAL(
ACCIDENT)
I a
VALUE Cft a
a I
a SYSTB I QUALIFIED s    VALUE
                                                                                          '. Figure 5-1 CONPONEHT EVALUATIOH NORK SHEET ENVIROHNEHTAL COHDITIONS AND QUALIFICATION s
                                                                                            )
I s
I a>>
I a,
DOCUNENT REFERENCE SPECIFIED
                                                                                                  .1 1
1 I
s I
I I
I QUALIFIED I NETHOD
                                                                                                        ?Ia CC
                                                                                                              "
                                                                                                                '2 2
2 2
a'5 21~
                                                                                                                    "
a s
s I
I QUAL PAGE
                                                                                                                                    "
                                                                                                                                      ~
OF a
a I
I I
aI I
l NA HA 1
1
                                                                                                                                          )MARGIH) t DEMO    a a
a I
I I
a aa 13-Dec-84 RENARKS NOTE I NOTE 2
                                                                                                                                                                  '
1l
                                                                                                                                                                          ~
                                                                                                                                                                          ~
I a
a a
a                                      I'PRESS(PSIG)      I  "----    I
                                                                              -----        '    ----      t  ----"        I
                                                                                                                            "-"--        I - -  -s    - HOTE I a
la        HORNAL. I              a                s      1      I    2        I              I  NA a
a                                      Il        ABHORNALI a
I      I    2                        I  HA INANUFACTURER:                        ls        ACCIDENT(
a I      1      I    2 a          a a
a                                      'IRH (X)'              "- ---  '      ----      '    ----      I  --"--        '    -"--      I  - - -I -      HOTE 1 INODEL NO)t                            ts        NORNAL                                  I      1      I    2                        I  HA sl        ABNORMAL)            a                I        1    t      2        I              s  NA
  )SAFETY FUNCTIONS                      ll        ACCIDENT(            a                )      1      I    2        I    ~,        s          I a    aRADIATIOH'      --"--    I
                                                                              -----      I  -----      '    -"--      I
                                                                                                                            ""---        I
                                                                                                                                            "-    -s    " HOTE I a
a                                      )I    HORN GAMMA)              s                I.      1      a      2                            HA    I II    ACC GANMA I                                      1      t      2        I              I IOPa    CODE)                          It    HORN BETA t              I                t      1      I      2        I              I  NA II      ACC BETA    I          a                        1      s      2        I              a          a II      NEUTRON      I          I s
1 a
2 a              a          a ttSPRAY
                                                                                                                                <<a<<<<>>
s                                              I                  HA IACCURACY      - "                    IISUBNERGEHCEI                                    a              a                                  HA                          I SPEC:
a a Ie    <<C  a@                                        C~
s s            DENOl                          I                                                                                                                          I a
I                                                                                                                          I (ZONE NO.l                            a    I                                                                                                                          I IFLOOD LEVEL                          sl      OOCUNEHT REFERENCEt                                        NOTES'.FOR      CONPLETE EHVIROHNENTAL CONDITIONS,I t      ELEVATIOHt                    as      1. EQUIPNEHT QUALIFICATION ENVIRONMEHTAL DESIGH                      "SEE THE DOCUNENT REFERENCED.
IABOVE FLOOD                          s    I      CRITERIAe EQEDC 1) REV      I) NAY  2) 1984                    2 NORNAI. TENPERATURES ARE SHONH AS              ,    I s            LEVEL?                  I    a  2,  VEHDOR ENVIRONNEHTAL      QUALIFICATION REPORT,                  NAX DESIGN/AVERAGE.
IABOVE SPRAY/                          ls          SDDF 4 s    FROTH LEVEL?                    la 3. EQUIPMENT OPERABILITY TINE DATA SHEET) a a a a IDOCUNEHTATIOH ACCEPTABILITY:          Is s                    NUREG  0588,CATII(a a                                      a    a a                                      a    a tl a                                      II a                                      a    a a                                      a    a INAIHT/SURVEILL - - "
s        REFERENCEs                    II a
(QUALIFIED LIFE        - --            a a I          (YEARS)t a        REFEREHCE:                    It a                                      ls a                                      a a a                                      a a I                                      a a a                                      a a Amendment 16                                                  1    of    1                                  December 1984
 
0
,/
 
Nine Mile Point Unit  2 EQD SECTION 6 MAINTENANCE/SURVEIjjANCE PROGRAM A  preventive    maintenance and surveillance program is being developed by  NMPC  to ensure the continued environmental qualification of    equipment, during  plant operation.
The    objectives    of this preventive          maintenance  and surveillance program are and to ensure that 'he qualified
                                                  ~
equipment  -
will perform its intended function in the environment in which      it maintain retrievable records.
is expected to operate and to The list of environmentally qualified equipment identifies equipment to be included in the preventive maintenance          and surveillance program.        The list will be kept current to include mechanical equipment and ensure that equipment added to the plant because of design modifications is incorporated into the qualification program and the preventive maintenance and surveillance program.
For each piece of equipment, a preventive maintenance and surveillance program is being developed based on information such    as    requirements    resulting from the equipment qualification report, and Unit 2 plant specific thermal and radiation qualified life calculations, manufacturer's recommendations, previous experience with similar equipment, etc. The qualification specific requirements are identified for each piece of equipment.
The    initially developed preventive maintenance and surveillance programs will be modified during plant life additional      information, such as corrective maintenance if frequency, surveillance testing, and industry experience (e.g., NRC information notices, circulars or bulletins, manufacturers'lert, TER's, reliability data bases, etc.),
identifies any unanticipated degradation trends.                  In addition, the preventive maintenance            and    surveillance program    identifies the lubricants suitable for each application and environment. These preventive maintenance and surveillance      activities are performed by appropriately qualified personnel using detailed procedures, as necessary.
The    plant maintenance        program    will incorporate the scheduling and documentation of maintenance requirements and activities.      Schedules    will identify      when  equipment
.maintenance,    replacement,    testing,    or calibration      is required.      Appropriate plant departments will complete the Amendment 16                    6-1                  December 1984
 
Nine Mile Point Unit 2 EQD work. On completion of scheduled activities, a notification will be      indicating work completion, which will document made completion and facilitate rescheduling.    'his  scheduling program will be used to alert appropriate plant departments of preventive maintenance, surveillance, and replacement requirements for environmentally qualified equipment.
Quality assurance      and  control programs will require inspections, verifications, and audits of activities and procedures important to safety.      These programs will be performed on environmentally qualified equ'ipment to ensure that schedules, maintenance, procedures, replacements, and documentation are completed in a correct and timely manner.
The preventive maintenance and surveillance program will be consistent with NRC requirements and will be implemented at the time of plant heatup.
Amendment 16                6-2                December 1984
 
Nine Mile Point Unit    2 EQD SECTION 7 REFERENCES
: 1. Equipment  Qualification Environmental Design Criteria, (EQEDC),  Stone  6  Webster    Engineering    Corporation, Document No. EQEDC-l, Revision 1, May 2, 1984.
: 2. Title  10, Code  of Federal Regulations, Paragraph 50.49, Environmental    Qualification of Electric Equipment Important to    Safety for Nuclear Power Plants. Federal Register, Vol. 48, No. 15. January 21, 1983.
: 3. Regulatory Guide 1.75, Physical Independence of Electric Systems, Revision 2, September 1978.
: 4. Shirley,  N.C. et al.      General Electric Qualification Program,  Licensing      Topical    Report,  NEDE-,24326-1-P, January 1983.
: 5. General  Electric Nuclear      Energy Business Group, BWR Qualizy Assuranc    Program, NED0-11209-04A, March 1978.
: 6. NUREG-0588,    Interim Staff Position on Environmental Qualification of Safety-Related Electrical Equipment.
: 7. IEEE Standard    323-1974,    IEEE Standard for Qualifying Class lE Equipment        for Nuclear Power Generating Stations.
: 8. U.S. Nuclear Regulatory Commission Standard Review Plan, NUREG-0800.
: 9. 10CFR50,  Appendix B.
: 10. 10CFR21.
Amendment 16                  7-1                  December 1984
 
0 PAGE        1 ENVIRONMENTAL QUALIFICATION DOCUMENT SAFETY-RELATED ELECTRICAL EQUIPMENT MASTER LIST            (M )
EQ'JXP! lENT XD DESCRXPTXON                VENDOR NAHE    SPiC  ZONE      ZI QREF    OPCOD OPT
+ 2AASwHCV130    BRTHG AXR CNTHT ISOL V    VELAN          P30AH SC 289155 H
+ ZAAStHCV135    BRTHG AIR CNTHT XSOL V    VELAN          P30iH SCZC0100  H
+ZAAS<HCV136      BRTHG AIR CNTHT ISOL V    ViLAN          P30QH PCZ89581  H
+ZAAS vHCV137    BRTHG AXR CNTHT ISOL V    VELAN          P30~H PCZ00503  H
+ =    Regulatory Guide 1.97.
 
PAGE        2 EQUIPtiEHT ID  DESCRIPTIGN                      VEHDOR HAHE      SPEC    ZCNE      ZX %REF OPCOD CPT ZCCP>>AGV37A    AIR OPERATED PLUS VALVE          ATTHGGDt.t!GRRILL P30LiK  ABH1750%  H      A    100  DYS ZCCP>>AGV37B    AIR OPERATED PLUS VALVE          ATTHG DZ!l RRXLL  P30QK  ABS17509  H      A    100  OYS ZCCPi'AGV3SA  AIR OPERATED PLUS VALVE          ATTHOGDtt!QRRZLL  P30QK  AB!ll755/ H      A    100  DYS ZCCP>AGV3SB    A R CFERATFD PLUS VALVE          ATTHCGDc'tlGRRILL P304K  ABS17509  H      A    100  OYS
+ZCCP>HQVXZZ    ORS-CONT ISG ZNBD                VELAH            P30QR  PCZ%0612  H      A    100  DYS
+ZCCPw'.fCV12ct  DRS-CChT XSO CUTBD              VELAil            P30QR  SCZtl0135 H      A    100  OYS ZCCP>>t!GVZQA  GATE VLV SFCicEZA I~V cT        VcLAN            P30>>R  SC215122  H      A    100  OYS
+ZCCP>>t'GVIRB    GATE VLV SFC+ 1B XHLET          VELAN            P304R  SC215122  H      A    100  DYS
+ZCCP+t!GV15A    RCS-CONT ISO OUTBO              VELAN            P304R  SC261145  H      A    100  DYS
+ZCCP<HGVX5B    RCS-CGilT ISO GiJTBD            VELAH            P30QR  SC261105  H      A    100  DYS
+ZCCPwt!OV16A    RCS-CONT  ISO INBD              V LAiN            P3QQR  PC2616%9  H      A    100  DYS
+ZCCPwtfOVX6B    RCS-CGiNT ISO XHSO              VELAtl ENG.CO. P30<R  PC2616ctl H      A    1GO  DYS
+2CCPii! fGV17A  RCS-CG!tT ISO OUTBD              VELAN            P30cf R SC261105  H      A    100  OYS
+ZCCP tt!OV17B  RCS-CONT  ISG CUTBD              VELAN            P304R  SC261105  H      A    100  DYS ZCCP+t'QV~SA  GATE  VLV. SFCYEXA OUTLET        VELAN            P30>>R  SC215122  H      A    100  DYS ZCCPv'lGV'SB  GATE  VLV. SFC+EZB OJTLET        VELAN            P30>>R  SC215122  H      k    100  OYS ZCCP+tfCVZZA  GATE  VLV. RCS OUTLET BLCCK VLV VELAN              P304R  SC261145  H      A    100  DYS ZCCP+tfGVZZB  GATE  VLV. RCS CUTLET O'LOCK VLV VELAH            P3GQR  SC2611>>>>5 H      A    100  DYS
+ZCCPwtlOVZ65    DPS-CONT ZSO OUTc".D            VELAN            P35QR  SC2%0135  H      A    100  DYS
+iZCCP+!!GV273  DRS-CONT ZSO XHBD                VELAN EhS CORP    P30clR  PCZ50630  H      A    100  OYS ZCCPwtfGV93A  GATE  VLV. RCS INLET BLOCK VLV  VELAH            P30QR  SC2611i5  H      A    100  DYS ZCCP+!fGV93B  GATE  VLV. RCS Zt!LET BLOCK VLV  VELAN            P30qR  SC2611q5  H      A    1,00 DYS c,CCP+l'lGV94A RCS-CONT ZSO Xt!BD              ViLAH            P3CtlR  PC261609  H      A    1CO  DYS ZCCP>'.lQV9<B  RCS-CiiNT XSO XiHBD              VELAN            P304R  PC2616Q1  H      A    100  DYS ZCCPc'PT90A    RBCLCH TO PCS-PlA CLRS          ROSEVG'JNT        C071! f SCZ61145  H ZCCPicPT9OB    RBCLCH TO ZRCS-PlA CLRS          ROSEtlGUNT        C071H  SCZ>>>>0135 H
+ =    Regulatory Guide 1.97.
 
PAGE      3 EQUXPHKHT    ID DESCRIPTION                            VENGCR NAKE    SPEC  ZONE      ZI GREF GPCOO GPT ZCES<RAK105    IhSTRUtlEHT RACK                      tlERCURY CO. C051P SC261145  H ZCES~RAK106    XhSTRUHENT RACK                        t t ERCVR Y CO. C051P SC261145  H CeS<WAK107    XNSTRL4l:-NT RACK                      tlERCURY CO. C051P SC261  45 H ZCKSaRAK108    IHSTRB(EilT RACK                      HERCURY CO. C051P SCc89155  H ZCESi'RA)(109  IHSTRL".(KNT RACh                      HERCURY CO. C051P SCZ89155  H ZCES+RAK231    Xt(ST(((2(Ei(T RACK                    tlERCURY CO. C061P l(STZ8949  H ZCESwRAK232    Xt(STRL(KKHT RACK                      HeRCURY CO      C061P HSTZ8949  H ZCKS<Z01E      PENETRATXCN NEUTRON HiQH        (B)    CGiiAX CORP    E021P PC250621  H ZCESRZOZE      PENETRATION HEUTRCN t(GN        (B)    CONAX CORP      E021P PCZ40603  H ZCESvZ06E      PEHETRATIOli iNSTR (G)                CGiNAX CORP    E021P PC240603  H ZCESxZ08E      PEtiETRATIGN COiiTRGL (G)              COiiA'( CORP    E021P PCc40603  H ZCESKZ10E      PENETRATXGN CONTROL      (G)          CGNAX CORP      E021P PC240603  H ZCESwZ11E      PEiN-TRATION iNEUTRON tlG l (G)        CGNAX CORP      E021P PC2506c.5  H ZCESwZXZE      PENETRATIGH NEUTRON HO,I        (G)    COt(AX CORP    E021P PC240607  H ZCESxZX7E      PENKTRATIOH RPS CONTROL        (Y)    CO)iAX CORP    E021P PC250627  H ZCESNZ18E      PEHETR PGHKR CONT & INSTR          (Y) CCNAX CORP      E021P PC240609  H ZCES<ZX9E      PENETRATIO.'l COitTRGL    (Y)          CONAX CORP      EOZiP PC~50627  H ZCESvcZZOK      PEHETRATXON CCNTROL      (Y)          COtiAX CORP    E021P PC240609  H ZCKSxZZXE      PEHKTRATXGN 600V POKER        (Y)    CGNAX CORP      EOZlP PC250627  H ZCES>ZZZE      P c HETR AT I ON XhSTR ( H )          CGNAX CORP      E021P PC240609  H ZCES~Z23E      PENETRATICH NEUTRON HON        (Y)    CGNAX CORP      E021P PCZ50627  H ZCESwZ24E      PEH TRATIGH NEUTRON      t G<t (Y)    COtiAX CORP    E021P PC240609  H ZCESAZ25E      PENETRATION CONTROL        (Y)          CONAX CORP    E021P PC250527  H ZCESKZ26E      PENETRATXGil RPS CONTROL        (Y)    CONAX CORP    E021P PCi.40609  H ZCES<Z29K      PENETRATION NEUTRON tlOil      (0)    CGNAX CORP    E021P  PCc.50630 H ZCKSNZ30K      PENETRATXGN HKUTRGN HON        (0)    CGNAX CORP    E021P  PCc.40612 H ZCES+Z5)E      PENETRATIGH RPS COitTROL        (B)    CONAX CORP    E021P  PC240601  H
 
PAGE      0 EG'JIPllENT ID DKSCRIPTXO".l                        VENDOR NAHK  SPEC    ZCNE      ZI OREF OPCOD GPT ZCKS>>Z52E      PENETRATXGN RPS CONTROL        (G)  CONAX CCRP  E021P  PC250623 2CES>>Z53E      PENETRATION HPCS CCiNTROL      (P)  CONAX CCRP  E021P  PC261609  H ZCES>>Z54E      PKNETRATICN HPCS CCNTROL        (0)  CCiNAX CORP    0"1P  PC"506~0  H ZCES>>Z57E      PKNETR F"HKR CO'NT  2, IhSTR (G)                E021P  PCc,151Z1  H ZCES<Z58E      PEhFTR POHER CGiNT  8  XiNSTR ( Y ) COiNAX CCRP  E021P  PC215121  H ZCES>>Z59E      PENETR POHER CChT 8 IhSTR        (Y) COiNAX CCRP    021P  PC2151Z1  H 2CES-Z03E      PEh TRATICN RPIS INSTR      (N)    CGiNAX CORP  KOc.lP  P C250621  H c,CES ZONK    PEiNKTRATIGil RPXS IhSTR    (N)    CC:lAX CORP  E021P  PCZC0603  H c.CKS-Z13K    P EhETRAT ION RP XS XNSTR ( N )      CGNAX COicP  E021P  PCZ50625  H ZCKS-ZlQK    PENETRATION RPIS INSTR      (N)                  EOZIP  PCZQ0607  H 2CES-Z15E    PENETRATXOli RPIS INSTR      (N)                  E021P  PC250627  H 2CES-Z16E    PENETRATION RPIS IHSTR      (H)                  E021P  PCZO0609  H ZCES-Z27E    P~NcTRATION RPIS INSTR (H)                        E021P  PC250630  H ZCES ZZOK    PEiNETRATXON RPXS INSTR      (N)                  EOc,lP PCZQ0612  H ZCES-Z31E    PENETRATION 600V PCHER        (N)                  E021P  PCZ616%1  H 2CES-Z32E    PENKTRATICH 600V POiiZR      (H)                  E021P  PCZ61601  H 2CKS-Z33E    PEtiKTRATIGN CONTROL (N)                          E021P  PC261601  H ZCKS-Z3QE    PENETRATION CONTROL      (tl)                      EOZ1P  PC261601  H 2CES-Z355    PENETQAT C"l INSTR    (N)            CGNAX CORP    E021P  PC261601  H ZCKS-Z36E      PFNKTRATION INSTR    (N)                          E021P  PC261641  H 2CES-Z37E      PEiiETRATXON CONTROL '(N)                        E021P  PC261601  H ZCES-Z38E      PENETRATICN COiiTROL    (H)                      K021P  PC261601  H 2CES-Z39E      PEhETRATXCN INSTR    (N)            COr(AX CORP  E021P  PCZ616cll  H ZCES-ZQOE    PENKTRATXON CC.'lTROL  (N)                      E021P  P C261601  H
 
PAGE
        '
EQUIFHKNT ID DESCRIPTION                    VENDOR HAHE SPEC  ZONE    ~ ZI %REF OFCOD OPT 2CES-Z40E    PEHETRATIOH CONTROL  (N)                  E021P  PC261641  H ZCES-Z41E    PEHETRATIOiH COHTROL  (N)                  E021P  FC261649  H ZCES-Z42E    PENETRATION IHSTR  (H)        CCNAX CORP  E021P  PC261649  H ZCES-Z43E    PENETRATION CONTROL  (H)                  E021P  PC261649  H      A 2CES-Z44E    PENETRATION INSTR  (H)        COHAX CORP  EOZlP  PC261649  H 2CES-Z45E    PENETRATIOH  13.8 HV  (H)                  E021P  PC261649  H ZCES-Z46E    PENETRATIOH  13.8 HV  (H)                  E021P  PC261649  H ZCES-Z47E    PENETRATION 600V POHER    (H)              E021P  PC261641  H ZCKS-Z40E    PENETRATION UNASSIGNED                    E021P  PC261644  H ZCES-Z49E    PEHETRATIOH 600V FOHER    (N)              E021P  PC261649  H 2CES-ZSOE    PENETRATION UNASSIGNED                    E021P  PC261649  H ZCES-Z55E    PENETRATION 600V FOHER    (H)              E021P  PC261641  H 2CES-Z56E    P EHETRATIOH UhSIGNED                      E021P  PCZ15121  H ZCES-Z60E    PENETR POHER CONT  4 INSTR (H) CONAX CORP  EO ZIP PC215121  H
 
PAGE      , 6 EGUIPHENT      ID DESCRIPTION                    VENDOR NAHK          SPEC  ZONE      ZI TREF OPCOD CPT ZCt S<<CAB)OA      CONTIIT ATH  LEAKAGE RADN      KAV~c    INSTH      PZB)F SC289155  H ZCHS<<CAB)08      CONTIIT ATtl  LEAKAGE RADN      ~!AN INSTH          P28)F SC289155  H ZCHS4ALT))A      SUPPRESSION    POOL LEVEL      ROSEHOUNT            C071H SC)75102  H
+2CHS>>LTl)B          SUPPRESSION    POOL LEVEL      ROSEViCUiNT          C07)H SC)75105  H LUCIS>>LT9A          SUPPRESSICN    POOL LEVEL      ROSEHOUNT            C07)H SC175102  H
+CCIIS<<LT98        SUPPRESSIO'I POOI LEVEL        ROSEROUNT            C07)H SC)75102  H ZDS>>P hl.66A    H.Z ANALYZER PNL A              COtlSZP  INC.      C001C ABN24033  H ZCHS>>PtiL668    H.2 ANALYZER PNL 8              CC'SIP IKC.          C001C ABS24036  H
+ ZCPS<<PT)A          COi'ITAINIIENT DRYHELL PRESS    ROSEt!CUNT          C07)H SC289155  H
+  ZCHS>>PT)B        CO'iiTAINIIENT DRYIIELL PRESS  ROSEHCUNT            C07)H SC269155  H
+  ZCHS<<PT2A        CONTAINHEtlT DRYHELL PRESS      ROSEt tOUNT          C071H SC261145  H
+  ZCVSvPTc.B      CONTAINHEiNT DRYHELL PRESS      ROSEHOUiiT          C071H SCZ61145  H
+  ZCt!S>>PT7A      SUPPRESSION CHAISER PRESS      ROSEt! 0 JNT        C071H SC240135  H
+  ZVS<<PT78        SUPPRESSION CHAHBER PRESS                            C07)H SC261145  H 2CHS<<SOVZ3A      DRYHELL AIR SAIPLE              TARGET    ROCK  CORP P304X PC289680  H            100 DAY ZCES>>SOV238      DRYHELL AIR SAHPLE              TARGET    ROCK  CORP P304X PC289681  H            100 DAY ZCHS<<SOV23C      DRYilKLL AIR SAtPLE            TARGET    ROCK  CORP P304X PC4289680  H            100 OAY 2CHS<<SOV23D      DRYHELL AIR SAtPLE              TARGET    RCCK  CORP P304X PC289680  H            100 DAY ZCtlS>>SOV23E    CRYHELL AIR SAIPLE              TARGET    ROCK  CORP P304X PC289680  H            100 DAY ZCHS<<SOV23F      DRYHELL AIR SAIPLE              TARGET    ROCK  CORP P304X PC289660  H            100 OAY
+  ZCtS<<SOV24A      DHAIR CIPL INBD ISOL            TARGET    ROCK  CORP P304X PC28968)  H            100 DAY
+  ZCt!SvSOV248    CHAIR SIPL IhoD ISCL            TARGET    ROCK  CORP P304X PC269681  H            100 DAY
+  2CHS<<SOV24C      DH AIR SIPL OUTBD ISOL          TARGET    ROCK  CORP P304X SC289155  H            100 DAY
+  2CtS<<SOV240      DH AIR SIPL OUTBD ISOL          TARGET    ROCK  CORP P304X SC289155  H            100 DAY
  '2Ct S>>SOVZSA      SUPP CHt!8 AIR SAIPLE          TARGET    RCCK  CORP P304X PCZ)5121  H            100 DAY ZCHS<<SOVZ58      SUPP CHIS AIR SAtPLE            TARGET    ROCH  CORP P304X PC21512)  H            100 DAY ZCIS<<SOV25C      SUPP CHHB AIR SAtPLE            TARGET    ROCK  CORP P304X PCZ)5121  H            100 DAY ZCt S>>SOV25D    SUPP CHHB AIR SAtPLE            TARGKT    ROCK  CCRP P304X PC215121  H            100 DAY
+  2CHS>>SOV26A      SUPP CHt!8 AIR StPL INBD ZSO    TARGET    RCCK  CORP P304X PC215121  H      A    100 DAY
+  ZCHSvSOV268      SI!PP CHIIB AIR SVIPL ZN BD ISO TARGET    ROCK  CORP P304X PCZ)5121  H      A    100 DAY
+  -ZCKS>>SOV26D      SUPP CHHB AIR SHPL OUTBD ISO    TARGET    ROCK  CORP P304X SC215122  H      A    100 DYS
+  ZCltS>>SOV32A    DRYIIELL SIPL RTN OUTBD ISOL    TARGET    ROCK  CORP P304X SC261145  H      A    100 DYS
+  2CVS<<SOV3ZB      DRYHELL< SIPL RTN CUTBD ZSOL    TARGET    ROCK  CORP P304X SC 261145  H      A    100 DYS
+  2CHS>>SOV33A      DRYHELLt SIPL RTN INBD ISOL    TARGET    RCCK  CORP P304X PCZ61644  H      A    100 DYS
+  ZCHS>>SOV338      DRYKELI StPL RTH INBD ZSOL      TARGET    ROCK  CORP P304X PC261649  H      A    100 DYS
+  'ZCHS<<SOV34A      SUPP CHHB StPL RTN IhBD ISOL    TARGET    ROCK  CORP P304X PCZ)5121  H      A    100 DYS
+  ZCt!S>>SOV348    SUPP CHI!8 SV<PL RTN IhBD ISCL  TA'RGET  RCCK  CCRP P304X PCZ)512)  H      A    100 DYS
+  ZCHSvSOV35A      SUPP CHIIB SIPL RTN OUTBD ISOL  TARGET    ROCR  CORP P304X SC215122  .H      A    100 DYS
+  2CI!S>>SOV358    SUPP CHIS SIPL RTN ZNBD ISOL    TARGET    ROCK  CORo P304X SC215122  H      A    100 DYS
+  ZCHS>>SOV60A      DH RADN CUTBD Zt>> ET ISOL      TARGET    ROCR  CORP P304X SC289155  H      A    6  HRS
+  2CVIS>>SOV608    DH RADN CUTDD INLET ZSOL        TARGET    ROCK  CORP P304X SC306175  H      A    6  HRS
+. ZCHS>>SOV6)A      DH RADN INBD INLET ZSOL        TARGET    ROCK CORP P304X PC306713  H      A    6  HRS
+  ZCHS>>SOV618      DH RADN ZNSD INLET ISOL        TARGET    ROCK CORP P304X PC306713  H      A    6  HRS
+  'c.Ct IS>>SOV62A  DH RADN OUTBD Olfii.ET ISOL    TARGET    ROCK CCRP P304X SC289155  H      A    6  HRS
+  2CHS<<SOV628      DH RADN OUTBD OUTLET ISOL      TARGET    ROCK CORP P304X SC261145  H      A    6  HRS
+ iZCIS>>SCV63A      DH RADN INBD OUTLET ISCL        TARGET    ROCK CORP P304X PC261644  H      A    6  HRS
+ 2CIS>>SOV638        DH RADN INBD OUTLET ISOI.      TARGET    ROCK CORP P304X PC261649  H      A    6  HRS
+ =      Regulatory Guide 1.97.
 
PAGE            7 EWJIPIIEHT XD      DESCRXPTXCH                  VENDOR NAKE      SPEC    ZONE          ZI I!REF OP COD CPT ZCIISvSCV64A      Hc/0?  ANALYZER XN    XSOL  TARGET  ROCK CCRP P304X  ABttc.403'3    H        A      100 0YS ZCHSKSOV648        HZ/02 ANALYZER XHL    XSOL  TARGET  ROCK CCRP P304X  AB S c. >> 03 6 H        A      100 DYS ZCIIS<<SQV65A      HZ/02 ANALYZER OUT    XSGL  TAPGE<  ROCK CORP  P304X  ADNZ4033      H        A      100 DYS ZCHS<cSGV74A      PAS SAIIPLE A LOOP            TAr<GET RG K      P304n  SC240135      H        A      100 DYS ZCI IS<'SQV74B    PAS SAHPLE-0 LOOP            TARGET  ROCK      P304X  SC245135      H        A      100 DYS ZCI!S<SOV7SA      PAS SAIIPLE-A LCQP            TARGET  ROCK      P304X  SC"40135      H        A      100 DYS ZCllS<<SGV75B      PAS SAtFLE-B LCQP            TARGET  ROCK      P304X  SC2>>0135      H        A      100 DYS ZCI!SccSQV76A      FOST LOCA SA!!PL SUCT ISCL V  TARGET  ROCK      P304X  SCZ40135      H        A ZCIIS<'SOV76B      POST LOCA SAH!<PL SUCT XSQL V TARGET  ROCK      P304X  SC240135      H        A ZCHS<cSOV77A      PCST LOCA S'I!PL RTH ISCL V  TARGET  POCK      P304X  SC240135      H        A ZCIIS<<SOV778      POST LOCA SAHPL PTN XSCL V    TARGET  Ri>>CK      P304X  SC" 40135      H        A
+ZCIIS cc TE 102    DRYKELL AREA TEIIP            PYCO              CO41D  PC<289681      H
+ c. Cf tS<'< TE 103 DRYItELL AREA TEtfP          PYCO              C041D  PCZ51641      H
+~>>CIISccTE104      DRYHELL AREA TEIIP            PYCO              CC410  PC261649      H
+ZCIIS<cTE105        DRYhELL AREA TEI!?            PYCO              C041D  PC250619      H
+>>".Cf!S xTE106      DRYhELL AREA TEt!P            PYCO              C041D  PC c.40612    H
+ZC! IS<<TE107        SUPP CHAt!BER AREA TEf!P      PYCQ              C0410  SC215122      H
+'ZCISccTE108        SUPP CHA't!BER AREA TEt!P    PYCO              C041D  PC215121      H
+>>.Ct IS<t TE1 09    SUPP CHAi'!BER AREA TEt!P    PYCO              C0410  PC215121      H
+ZCIS<<TEXI6          DRYHELL ARc":A TEt!P          PYCO              C0410  PC306713      H
+>>iCIIS<cTE117      DRYHELL AREA TEI!P            PYCO              C041D  PC269681      H
+ZCtlS>TE118        DRYhELL  A'QEA TEt!P        PYCO              C041D  PC261649      H
+ ZCIISsTE119        DRYflELL  AREA TEIIP          PYCO              C0410  PCZ61638      H
+ ZCHS<tTE120        DRYHELL  AREA TEIL          PYCO              C0410  PC250625      H
+ ZCI IS<< TE121    DRYhELL  AQEA TEt!P          PYCO              C0410  FCZ>>0603      H
+CCHS< TE122        SUPP CHAI!BER AREA TEf!P      P YiCO            C041D  SCc.1512?      H
+>>>>Ct IS<<TE123      SU?P CHANGER AREA TEKP        PYCO              C0410  PC2151 1      H
+ ZCHS<cTE124        SUPP CHA!!BER AREA TEI!P      PYCO              C041D  PC215121      H ZCIIS<<TESOA      SUPPR POCL HATER TEIIP        PYCO              C0410  SC196113      H ZCIIS<<TESOB        SUFPP. POOL HATER TEt!P      PYCO              C0410  SC195113      H ZCIIS<fTESOC      SUPPR POOL hATER T I!P        PYCO              CO41D  SC196113      H ZCIIS)cTESOD      SUPPR POOL ltATER TBIP        PYCO              C041D  SC196113      H ZCIISccTE51A      SUFPR PCQL hATER TEIP        PYCO              CO>>10  SC196113      H ZCtIS<<TE51B      SUPPR PQQL HATER TEfP        PYCO              C0410  SC196113      H 2CI IS<< T ESXC    SUPPR PCCL !INTER TBIP        PYCO              CO>> 0  SC196113      H ZCIISc<TE510      SUPFR PCCL HATER TEI!F        PYCO              C0410  SC196113      H ZCIIS<<TESZA        SUrPR FCQL HATER TB!P        PYCO              CO410  SC195113      H ZCt $ <TESZB      SUPFR POOL NATc:R TEIP        PYCO              C0410  SC196113      H ZCHSv<TESZC        SUPPR FCQL HATER TEIL        FYCO              C041D  SC196113      H ZCHS<cTESZD        SbrPR POCL HATER TEIIP        PYCO              C0410  SC196113      H ZCIIS<TE53A        S<JPP PCCL hATER TEI!P        PYCO              C041D  SC195116      H cCtIS<<TE530      SUPP PCCL HATER TEI!P        PYCO              CC410  SC196116      H c,CIIS<cTE53C      SUPP PCQL HATER TEILo        PYCO              CO/10  SC195116      H C,CI!S<ETE53D      SUPP POCL HATER TEI!P        PYCO              C0410  SC195116      H ZCIIS>lTE54A      SUPP PCQ'ATER TEHP            PYCO              ,C 0410 SC195116      H ZCIIS<TE54B        SL<rPP POOL fiATER TEI!P      PYCO              C0410  SC196116      H ZCHS<cTE54C        SUPP PC L HATER TEHP          PYiO              C0410  SC196116      H 2CMS*TE101          DRYWELL AREA TEMP            PYCO              C041D PC3067 13 H
  +    = REGULATORY GUIDE      1.97.
 
PAGE            8 EQ)Ict.ENT        XD DESCRIPTIOH            VEHDQR HAH" SAEC  ZONK      Zi TREF 0?COD QPT ZCt!StTK5%0          SUPP FOCL HATER  TEtP  PYCO        COR10  5C195116  H ZC2iSxTE55A          S'L'PP FQQL HATER TFIP  PYCO        COQID  SCI96116  H ZCI!Si'TE5cB        SUPP PQQL hATER  TEiP  PYCO        CO%10  SC196116  H ZCI!Si'TESSC        S"i"P POQ'ATER TEtP    PYCO        CO%10  SC195116  H ZCISiiTE559          SUPP FOOL HATcR  TEt!P F YCO      CO:I10 SC196116  H ZC"cvTK"5A          SUPP PCQL HATER  TEI!P PYCO        CO%ID  SC196116 ZCtISi'TE55B        SUPP PQQL hATER  TctP  PYCO        C0410  SC196116  H ZCI!S>TE56C          SU"P FQCL HATER  TEIP  PYCO        CO%ID  SC 195116 H ZCIISvTE560          SU?P PQQL HATER  TEt!P PYCO        C0 F10 SC196116  H 2CtIS>TE57A          SL'FP FQCL V!ATER TEi  PYCO        C0410  SC196116  H ZCIISwTE57B          SUPP FQQL HATER  TEIP  PYCO        CO%ID  SC195116  H ZC!ISwTE57C          SU?i". PQ L H"TER TEIP  PYCO        CO%10  SC196116  H
: i. Ct IS)s TE57 0    SUPP PCQL HATER  TEIP  PYCO        COi10  SC196116  H ZCIIStTE58A          SUPP PGQL HATER  TE!P  PYCO        CO%10  SC196113  H ZCIIS<TE58B          SUPP POOL I;ATER  TEIP  PYCO        C3010  SC195113  N ZCIISiiTE58          SUPP POQL HATER  TEtP  P CQ        CO%10  SC196113  H ZCIIS~TE589          SucP PQCL hATER  TEIP  PYCO        Cceio  SC196113  H ZCIIS<TE59A          SUF? PQQL HATER  TEtP  PYCO        CO%ID  SC195113  H ZCIIS~TK599          SUPP PGQ'L HATER  TEtP  PYCO        CO%10  SC196113 ZCI!SiiTES9C        SUPP PQQ'ATER    TEtP  PYCO        CO%10  SC196113  H ZCIISaTE590          SUrP PQQL HATEiR  TEt!P PYCO        CO%ID  SC196113  H
+ ZCHS~TE67A          SUPP FQCL IIATER  TEIIP PYCO        C0019  PC215121  tl
+ ZCI!SwTE67B          SUPP PCQL HATER  TEtP  PYCO        CO%ID  PC215121  H
+ ettlS<TE68A          SUPP FQQL HATKR  TEtP  PYCO        CO~ID  PC215121  H
+ ZCtlSi TK58B        SUPP PQQL IIATER  TEIP  PYCO        C0410  FC215121  H
+ ZCIIS<TK59A          SUPP PQQL HATER  TEIP  PYCO        CO%ID  PC215121  Hi
+ ZCIISiiTE69B        SUPP PGQL VATER  TEtP  PYCQ        C04 0  PCZ15121  H
+ <<CtIS+TE70A          SUPP POOL HATFR  TE'IP PYCO        CO%19  SC215122  H
+ ZCHSwTE70B          SUPP PQQL HATER  TEIIP PYCO        CO%10  SC215122  H
+ = Regulatory Guide 1,97,
 
PAGE      9 EQUIP))EHT ZO  DESCRZPTZCH                VENDOR H!THE        SPEC  ZON      ZX TREF CFCOO GPT 2CPSVAOV104    2CPS-FHl DH  Ihl. CUTBD V  POSI-SEAL IHTFR. P304D SC269155  H      8 ZCPS vAOV105  ZC?S-FHZ SUPPR XNL OUTGO V FOSX-SEAL XNTER    P304D SC215125  H      8
+  ZCPS>AOV106    ZCPS-FN1 GH X!HL ZhSO V    POSI-SFi".L IHT ER. P3045 PC269681  H      8
+  ZCPSiik V107  ZCPS-FN1 SUPPR Xhl XNSD V  FCSI-SEAL ZiNTER. P304D PC215121  H      8
+  ZCPS))AOV108  DRYHELL EYiH XHBD XSC'    POSZ-SEAL INTER. F304D PCZ89681  H      8
+  ZCPSi!AOVX09  SUFPR EXH Xh=D ZSQL V      POSZ-SEAL XHT.      P3C4D PC215121  H      8
+  ZCPSi!ACV110  DRYHELL EXH OUTED ISOL V  PCSZ-SEAL INTER    P304D SC289155  H      8
+  ZCPSgAOV111    SJPPR EXH CJTBD ISQL V    POSI-SEAL INTER. P304O SC21512Z  H      8
+  ZCPS>SOV119    SUPPR XiP CUTBD ISGL V    TARGET  ROCK CCRP  P304X SC2151!22 H      A
+  ZCPS>SQV120    DRYhELL Ihi CiJTB'D ISO! V Tk'RGET  ROCK CORP  P304X SC289155  H      A
+ .ZCPci!SCV121  SUPPR I)F Xh=D XSGL V      TARG<<T  RCCK CORP  P304X FCZ15121  H      A
+ 'ZCi"SxSCVIZZ  DRYHELL INL NSD XSOL V    TARGET  RO K CORP  F304X PC289681  H      A
+  =  Regulatory Guide 1.97.
 
PAGE    10 EQUIPtlENT ID  DESCRIPTIOit                  VEtiDCR NAKE        SPEC  ZOtlE    ZI TREF OPCOD OPT
+ 'ZCSttvAQV108  "CSH-PI DISCH TEST  CHECK    AhCHORr'DARLING    'P303H PC306718        A CCSHwttCVICO  REACTOR VESSEL tlAltD CONTROL VELAN              P300E PC306711        A QCSH<tt        HFCS SYS PRESSL'RE tlOTOR    GOULDS PUttPS INC. PA    SC175108        A
+  =  Regulatory Guide 1.97.
 
PAGE    ll EQUXP!!ENT XD  DESCRXPTXGN                  VENDOR NAHE    SPEC  ZONE    ZX TREF GPCGD GPT 2CSLNFVXXQ      CGRE SPRAY PU."9 TEST BYPASS  CGP ES-VULCAN  C051H SC175 03 H
+ 2CiLw"GV~ OQ    LPCS XNJECTXGN VALVE          V LAN          P30iR SC289155 H        A    100 OYS 2CSLAiHGV107    GATE VALVE                  VELAN          P304R ABN17503 H        A    100 DYS
+ CCSL+HGV112    LPCS PiNP SUCT VALVE          CLGH CORP      P3CQY SC196110 H      A    100 OYS
+ 2CSLA'AOV101    INBD TESTABLE CHECK          ANCHOR/DA>T.ING P303W PC306711H        A    100 DYS VALVE
+  =  Regulatory Guide 1.97.
 
PAGE      12 EQUXPttENT XD DESCRXPTXON VENDOR NAttE SPEC  ZONE      ZX %REF OPCOD OPT ZDER<ttOV119  GATE VALVE  VELAN        P304S PCZ15121  H      A    6  HRS ZDERwt tOV120 GATE VALVE  VELAN        P30QS SC215125  H      A    6  HRS ZDER~ttOV128  GLOBE VALVE UELAN        P304R PC2%0606  H      B    N/A c.DERE!tOV129 GLOBE VALVE VELAN        P300R PC200506  H      B    N/A ZOER+ttOV130  GLOBc VALVE VELAN        P30RS PC&0603  H      A    6  HRS ZDERxt tOV131 GLOBE VALVE VELAN        P304S S"2003.35 H      A    6  HRS
 
PAGE        13 E'tttIPt i tT  10 DESCRIPTXON                VEtFQOR NAttE SPEC  ZONE      ZZ TREF OPCOD OPT 2DFR>LS143        RHS 8 PtP RH FLD HTR LVL    HAGNETROL    C021L  ABS17509  H 2Q FR vLS144      RHS C PttP Ri't FLO HTR LVL VAGtt TRQL    C0 21L ABS17508  H 2DFR>LS145        ICS PttP RHi FLD HTR LVL    ttAGNETRQt. C021L  SC175106  H 2DFRvLS146        CSH Pt'.P RH FLD HTR LVL    ttAGNETRCL    C02 L  SC175108  H 20FRtLS147        CSL Pi't? Rtt FLO HTR LVL  HAGNETt'OL    C021L  AB."t17503 H 20 F RMLS14 8    RHS A PHP Ril FLD HTR LVL  HAGNETROL    C021L  ABN17504  H 2DFR<<LS3A          2RHSx51A CUBECLE FLOQDEO  ttAGNETRQL    C021L  ABN17505  H 2DFR>HQV120      GATE 'VALVE                VELAN        P304S  SC215123  H      A
+2QF Rat tQV121    GATE VALVE                  VELAN        P304S  PC215121  H      A 2DFRxttQV139      GATE VALVE                  'VELAN        P304S  SCC't0 37  H      A
+2DFRxtlQV140      GATE VALVE                  VELAN        P304S  PC240601  H      A
  +  =  Regulatory Guide 1.97.
 
PAGE    10 EQUIPHKNT ID DESCRIPTION                VENDOR NA!'iE SPEC  ZONK    ZI 'QRKF OPCOD OPT 2DNStkKCAI  125li~aC ViCC RB ELEV. 200 GOtP Do INC. EDISON ABNZ0033 H 2DMS+ttCCBI  125VDC HCC RB ELEV. 206    GOVLD        EOIM ABS20036  H
 
PAGE    15 EQJIPHEHT  ID DESCRIPTIOH          VEHDCR HAHE SPEC  ZOHE      ZI QREF OPCOD OPT 2EHStHCC102    ST~~KOBY HCC CLASS lE GOLR.D      E015Q A""HZ%033 H ZEHSditCC302  EHERG HiCC            GOULD      E015Q ABS20036  H
 
PAGE    16 EQUIPHEtiT ZD DESCRIPTZOH              VFHDOR HAIIE SPEC  ZOHE    ZZ QREF OPCOD OPT ZEJANPHLIOOA  RB 120V HEATER PhL      BROHH BOVERI E01RT ABHZR033 ZEJA<PtiL3005 RB 120V HEATER PHL      BRONH BOVERZ EOlRT ABSZR036 K ZEJAxXDIOOA  DIST XFHR 600V-ZOOY/1ZOV SQUARE IDis  E011T ABHZR033 H ZEJA<XD3005  DZST XFHR 600V-ZOSY/120V SQUARE D    E011T ABSZR036 H
 
PAGE    17 EQUIPHENT  ID DESCRIPTIOi'l            VEiNDCR NAHe  SPEC  ZONE    ZI TREF ~ OPCOD OPT ZEJS>PNLIOIA  SHSR RH A EHER 600V Phl. BRO!iN BOVERI E014T ABN24033 ZEJSwPiV 103A  AB-N EHER 600V PhL      BRCHN BOVFRI  E014T AGN24033 H ZEJSxPNL104A  AB-N tHER 600V PNL      BROHil BOVERI E014T ABN24033 H ZEJSxPNL302B  AB-S EHER  600V PNL      BROh.l BOVERI E014T ABSZ4036 H ZEJSvPh" 303B  AB-S EHER  600V PNL      BRO!iN BOVFRI E014T ABS24036 H ZEJSxPNL304B  AB-S EllKR 600V PNL      BROhl GQVERI  E014T ABS24036 H
 
PAGs    18 EQUIPNENT ID DESCRIPTIOi l        VENDOR NAHE      SP C  ZOilE    ZI QREF OPCOD OPT ZEPSvSH8001  13.6HV EllERG SHG001 GOULD BROHN BOVE  E015N ABN24033 H ZEPSvSHG002  13.6HV ENERG ShS002  GOL" 0 BROHN BOVE E015N  ON~4033 H ZEPSwSHG003  13.6HV EHFRG SHG003  GOULD BROHN BOVE  E015N ABS24036 H ZEPSwSHG004  13.6HV EllERG ShG004 GCULD BROS BOVE  E015N ABS24036 H
 
PAGE    19 EQUIPHENT  ID    DESCRIPTION                VENDOR VMlE      SPEC  ZONE      ZI TREF OPCOD OPT
+ZFFHwSOV218      ZRCS-PlA FIRE PROT HTR CONT TARGET ROCK CORP P30QX SC200135  H      8
+a.rPi4SQV 19      ZRCS-P1A FIRE PROT HTR CONT TARGET ROCK CORP P30QX PC250625  H      8
+RFPH<SOV220      2RCS-P18 FIRE PROT HTR CONT TARGET ROCK CORP P30QX SC200135  H
+ZFPKwSOV221      ZRCS-P18 FIRE PROT HTR CONT TARGET ROCK CORP P30QX PC 250619 H      8
+  =  Regulatory Guide 1.97.
 
PAGE      20 EGUIcVENT ID      DESCRIPTION              VEhDCR NAPE    SPEC  ZONE      ZI TREF QPCOD QPT
+ ZFHSiiAQV23A      FEEOHATER TESTABLE CHECK  Ah~NOR/DARLING  P303H t(ST20005 H      A    006 HRS
+ ZfttS+AQV23B      FFEDitATER TESTABLE CHECK ANCHOR/DARLIitB P303H t!STZR045 H      A    006 HRS
+ ZFHSmtlQVZIA      GATE VALVE                VELAN          P30CR ttST24005 H      A    006 HRS
+ ZFHSi tlOVZIB      GATE VALVE                VELAN          P30~R HSTZQ005  H      A    006 HRS egu  atory Guide 1.97.
 
PAGE      21 t(tUEPt!ENT ID DESCRIPTION                    VENDOR HAKE        SPEC  ZONE      Zl t!REF OPCOD GPT ZGTS((AOVIOI  PRIl ARY CONT PURGE ISCL V      POSX-SEAL IHT. P304D  SC306181  H        C ZGTS((CHIA    FILTER TRAXH A HEATER          tliNE SAeETY APPL  P243U  SSZ61355  H        A ZGTS((CH19    FILTeR TRAXH 9 HEATER          Hit!E SA. FTY APPL P243U  SG261355  H        A c.GTSxDl!P1A  TCRNADO DCIPER-SSTS BLDS        PACIFIC AIR  PROD P413T  SGZ61356  H        B ZGTS((Ct !PXB  TORNADO DAt!PER-SSTS BLDG      PACIFIC AZR  PRCO P413T  SG261355  H        9 2GTSRDt!P2A    TORNADO DAttPER-SSTS BLOS      PACXFIC AIR  PROD P413T  50261355  H        9 ZGTS+Oit!PZB  TORNADO DAt!PER-SSTS BLDG      PACIFIC AZR  PROD P413T  SS261355  H        9 ZGTS((FHZA    wFLTXA DISCHARGE FAN            BUFFALO FORGE      P413S  SS261355  H        A ZGTS((FNZB    ((FLTZB DISCHARGE FA",l        BUFFALO FORGE      F413S  SG261355  H        A ZGTS('t!GVIA  BUTTERFLY OR TRICEHTRXC VA'E    CLCH CORP          P304Y  SC306181  H        A ZGTS((t!OVID  BUTTERFLY GR TRXCEHTRZC VALVE  CLOH CCRP          P304Y  SC306181  H        A ZGTS((t!GVZA  BUTTERFLY CR TPyCet!TRIC VA( V  CLGH CGPP          P304Y  SS"61355  H        A ZGTS('3!OVZB  BUTTERFLY OR TRICENTRIC VALVE  CI.OH CORP        P304Y  SGc.613o5 H        A ZGTS((lfOVZBA  CROSS-BLEED L VLV              CLO!l CORP        P304Y  SS261355  H        A ZGTS( 3 !GV289 CROSS-BLEED L VLV              CLC!i CORP        P304Y  SS261355  H        A 2STS((t! QV3A  BUTTERFLY OR TRICENTRIC VALVE  CLOtl CORP        P304Y  SS261355  H        A ZGTSot!OV39    B(JTTERFLY CR TRICE'iTRIC VALVE CLOH CCRP          P304Y  SS261355  H        A ZGTSwt!CV4    GATE VALVE                      VELAH              P304R  SG261356  H        A ZGTS((HOV49    GATE VALVE                      VELAN              P304R  SG261355  H        A ZSTS((PDITZIA  ZSTS((FLT lA DIFF PRESS        tlIHE SAFETY APPL  P243U  SG261356  H        A ZS(S((PDITZZB  ZGTS((FLT 19 DIFF PRESS        HIHe SAFETY APPL  P243U  SS261355  H        A ZGTS((PV5A    RX BLDG IN/GUT DIFF PRESS      CLCH CORP          P304Y  SS261355          A ZGTS>PV59      RX BLDG IH('OUT DIFF PRFSS      CLCH CORP          P304Y  SS261355          A ZGTS+SGVI 02  PRXttARY CONT PURGE ISOL V      TARGET ROCK CORP  P30(tX SC306181          C ZGTS~TEX26A    FLTR TRAIN HTR IHLET TEt!P      HINE SAFETY APPL  P243U  SG 261356          A ZSTS((TEX269 ZGTS((TEY26A FLTR TRAIN HTR INLET Tit!P FLTR TRAXN HTR CUTLET TEt!P tlI&#xb9; SAFETY APPL  P243U  SS261355          A HXNE SAFETY APPL  PZ43U  SG261356          A ZGTS((TEY269  FLTR TRAIN HTR CUTLET TEHP      t!XNE SAFETY  APPL P243U  SG261355          A ZSTS((TZS 3A  CHARCCAL ADSCRB Tet!P H        NINE SAFETY  APPL P243U  SG261355          A ZGTS((TIS239  CHARCOAL ADSORB TEt!P H        llltiE SAFETY APFL P243U  SS2613o5          A ZGTS>XDIA      XFHR 600-480V                  HIHE SAFETY  APPL PZ43U  SGc.61356          A ZGTS<XO19      XFHR 600V-480V                  llINE SAFETY  APPL PZ43U  SS261355          A
 
PAGE      ZZ Et)UIP))EHT XD DESCRIPTZON                  VENDOR NA'))E        SPEC    ZCiKc    Zl OREF OPCOD  OPT ZHCSiiIPhLZZA  HZ RECOi)!8 PHR CAB          ATCi)IC INT.          P28ZH  AB))20033 H      A ZHCSsXPiV 228  H2 RECCi?BIiNER CAB          H2 RECO!!3 F)iR CAB  P282H  ABSZQ036  H      A
+ ZHCSi t!QVlA  RBihRlA OUTLET CUTBD ZSOL    HZ RECO)!3 FhR CAB    P304S  SC215123  H      A
+ ZHCSxt!CV18    RBNRlA OUTLET OUTBD ISOL      RBNR1A OTLT OTBD XSC  P30>>>>S  SCZI5132  H      A
+ ZHCS+!!QVZA    RBNR1A XhLET OUTLBD XSCL      RBNRIA Zh" T OTBQ ISO P30>>S  SC215122  H      A
+ ZHCSxt)OVZB    RBNRlA IhLET CUTLBD ISCL      H2 RECCH3 P))R CAB    P30>>S  SC215122  H      A
+ 2)lCSiit!QV3A  RBNR1A Xh>> ET GUTLBD ISCL    HZ RECO)tB PhR CAB    F3045  SC240140  H      A
+ ZHCSiit)QV38  RBiiR18 Zti" ET OUTLBD XSOL  HZ RECOHB PHR CAB    P30>>S  SCZQ0103  H      A
+ ZHCSxt)OV4A    RBhRlA OUTLET Xt)30 ZSCL      VELAH                P300S  PC215121  H
+ ZHCSw?IQVCB    RBNR18 CiJTLET ZNBD XSQL      VELA?)                P30>>S  PC215121  H
+ ZPCSiit'QV>A  RBN1A INLET XNSD ISGL        HZ RECOHB PhR CAB    P30>>>>S  FC215121  H      A
+ ZHCS~)!OV58    RBN18 INLFT INBD ISQL        HZ RECC!!3 PHR CAB    P30QS  PC215121  H      A
+ "HCSii)iQVi6  RBt)lA ZN'T IHSD ZSCL      . HZ RECC!!3 Pi!R CAB  P30>>S  PC250621  H      A    1
+ ZHCSx"QV68    RBN18 IiNLET INSD XSQL        HZ RECOH3 FNR CAB    P30>>S  PC250629  H      A ZHCS+RBNRIA    HYCRGGEH RECCHB lA            HZ RFCO'i!8 PHR CAB  PZBZH  SCZQ0135  H      A      1 2HCS>RB))R18  HYDRCGEH RECO!iiB 18          H2 RECCHB Pi)R CAB    P28 i.H SCZQ0135  H      A ZHCSiiSGVIOA    RBNR1A CLG HTR IhLET        TARGET RGCH CCRP      P30>>X  SC?))0135 H      A 2?iCSwSGV103    RBNR18 CLG l<TR XNLET        TARGET ROCK CGRP      P30>>>>X  SCZ>>0135  H      A ZHCS+SQVIIA    RBNR1A CLG HTR DRAIN        TARGET ROCH CORP      P30>>X  SCZQ0135  H      A
  ?HCSxSOV118    RBNR18 CLG HTR DRAIN        TARGET ROCK CORP      F30%X  SC240135  H      A
+  = Regulatory Guide 1.97.
 
PAGE        23 EOUIPHENT ID    DESCRIPTION                  VeNDOR N"'tf        SPEC              ZZ fcREF    OPCOD OPT
+ <<ZHVR<<AODIA      SUPPLY AIR ISOL DtPR          PACIFIC AIR    PROD  PQI3T  SC289155  H  PQ13T. 02 8
+ ZHVR<<AODIB      SUPPLY AIR ISOL DtPR          PACIFIC AXR    PROD  PQ13T  SC 289155 H  PQ13T. 02 8
+ <<ZHVR<<AODIOA    EXH AXR ISGL DtPR            P"CXFXC    AXR PROD  PQ13T  SC289155  H  P413T. 02 8
+ <<ZtiVR<<cAODIOB  EXH AXR ISOL DHPR            PACIFIC    AIR PROD  PQ13T  SC209155    P413T. 02 8 ZHVR<<AGD114    R CXRC AIR OIPP.-RX BLDG      PACIFIC    AXR P  D  PQ13T  SC306175  H            C ZHVR<<r<<ODZOQ    RFAC HO EVAC FLT3 DISCH  DiPR PACXFXC    AIR FROG  PQ13T  SC289155  H  P413T. 03 C 2H'VR<<AOD3QA    <<UCQ13A TEST OtPR            PACXFIC    AXR PROD  P>>13T  SCc.89155 H  P413T. Ol 8
  <<.HVR<<iAGD3QB  UC4138 TEST DtPR              PACIFIC    AXR PROD  PQ13T  SCZS9155  H  PQ13T. 01 8
+ rZHVR<<AGD5A      <<UC413A XhiLET OFPR          PACIFIC    AXR PROD  PQ13T  SC289155  H  PQ13T. 02 8
+ 2HVR<<AGD58      <<UC4138 ItiLET CtPR          PACIFIC    AIR PROD  PQ13T  SCZ89155  H  PQIGT. 02 8
+ wHVR<<AGD9A      EXH AIR ZSOL DtPR            PACXFIC    AXR PROD  FQ13T  SC289155  H  PQ13T. 02 8
+ <HVR<<AGD98      EXH AIR ZSOL D!PR            PACIFIC    AIR PROD  PQ157  SCZS9155  H  P413T. 02 8 2HVR<<CAB14A    RX BLDG ABV REFUEL FL FAON                        P<<.SI  SC328187  H ZHVR<<CABIQB    RX BLDG ADV REFUEL FL FADN                        P c.SIF SCGZ8187  H ZtfVR<<Cr'832A  RX BLDG BLH REFUEL FL RAON                        PZSIF  SC3281S7  H 2HVR<<CAB328    RX BLDG BLH REeFUeL FL RADN                        P28IF  SC328187  H ZHVR<<F E18A    RX BLDG Et!KRG RKCXRC UC413 A HCC FOifERS          C071A  SCc.89155 H czif VR<<F e 188 RX BLDG Kt!KQG RECXRC UC4138  HCC POrfKiQS        C071A  SCZ89155  H ZHVR<<FEISC      RX BLDG EHKRG RECIQC UC413A  HCC POH RS          C071A  SC289155  H 2HVR<<FE SD      RX SLOG Et!KRG RKCXRC U 4138  t!CC POHERS          C071A  SC289155  H ZHVrc<<cFE36A    ABV REFUEL FLAIR FLOH        HCC PCHKRS          C071A  SC353ZOZ  H ZHVR<<FF368      ABV REFUEL FLAIR FLON        k!CC PCHKRS          C671A  SC353c202 H
  <<.HVR<<eE37A    BLH REFUEL'FLAIR FLOH        t!CC POriE'RS      'C071A  SC289155  H ZHVR<<FE378      BLH REFUEL FLAXR FLO'ri      l!CC PGHFRS          C071A  SCZ89155  H 2HVR<<SGV235    GLOVE VALVE                  TARGET ROCK          P3OQX  SCZ89155  H ZHVR<<TISI15    RHR HT E.c R'f 8 <<UC406      t!CC POHKRS          C071A  ABS19620  H ZHVQ<<TIS16A    KLKC tf"C ARKA UCQ09A        t'CC POci'eRS        C071A  ABSZ>>036  H 2HVR<<TXS168    eLEC lrCC AReA U 4098        t!CC POiiERS        C071A  ABSZQ035  H 2Hl/R<<TIS19A    ELEC H"C AREA<<UCQOSA          HCC PCrieRS          C071A  AEN24633  H
  ?HVR<<TIS198    ELEC HCC AREA<<UCQOSB          HCC FOHERS          C071A  ABNZ>>033  H
  <<HVQ<<TXS22A    LPCS PP Rtf <<UCQOZA          t!CC POciKRS        C071A  AB!f17503 H ZHcVR<<TISZ c.B  LPCS PP RH <<UC'f628          ttCC PO!iKRS        C071A  ADN1 7503 H c.HVR<<TXS23A    RHR PP Rtf A fcUCQOIA        l!CC PGHERS          C071A  ABN17504  H
  <<.ii'VR<<TISc238 RHR PP RH C <<UCQOIB          HCC PGHERS          C071A  ABSI7508  H 2fiVR<<TXS23C    PHR PP Rt'I 8 <<UC>>OIC        HCC F""eRS          C071A  ABS17509  H 2HVR<<TXS 3D    RHR PP Pt'l A <<UCQOID        HCC PC!tERS          C071A  ADftl7504 H ZHVR<<TXS23E    RhP PP R"f C <<UCQOle          lfCC PC!fERS        C671A  ABS17508  H ZHVR<<TISc23F    RHR PP Rfl 8 <<UC>>OIF          HCC PGHEQS          C071A  r<<BSI7509 2H'VR<<TISZQA    HPCS PP RH <<UCQ03A            HCC PCHERS          C071A  SC196115  H 2HVR<<TXS<<.QB    HPCS PP Rtf <<UC4038          HCC PCKKPS          C071A  SC196116  H 2HVR<<TXSZ5A    GEN AREA EL175 <<UCQOQA        l!CC FOHKRS          C071A  SC195116  H ZHVR<<TXSZDD    GEh AREA EL175 <<UCQOQB        lf C FCciERS        C071A  SC196113  H ZtlVR<<TIS25C    GEN AREA EL175 <<UCQOQC        HCC PGHKRS          C071A  SC196113  H ZHVR<<TIS 258    GEN AREA .EL175 <<UCQOQD      HCC PCHEPS          C071A    C'96'15  H
  ?hVR<<iTIS?6A    GEN AREA EL215 <<UC407A        HcCC POHKRS          C071A  SC215122  H 2HVR<<TXS258    GEN AREA ELZ15 <<UC4078        HCC PGiiKQS          C071A  SC215122  H ZHVR<<TXS25C    GEN AREA EL?15 <<UC407C        ffCC POHKRS          C071A  SC215122  H
+ = Regulatory Guide 1.97.
 
PAGE      24 EQUIP!!ENT ZD    DESCRIPTION                    VEh~~OR NAIIE      SPEC    ZONE      ZX QREF OPCOO OPT ZHVrRcvTXS259    GEN AREA    ELZ)5 xUC407D      I!CC FCHERcS        C07)A    SCZ)5122  h ZHVRxTXS~6c      G ii ARcA  EL215 %UC402E      HCC PO!aERS        C07)A    SCc)5122  H ZHVR+T S27A      GEN AREA EL240 IaUC4)DA        HCC POHERS          C071A    SC240135  H ZHVR+TXS228      GEii a"'REA EI.240 ViUC4)GS    HCC PO'riERS        C02)A    SC24C)35  H ZHVR+TZSZ7C      G N AREA EL?40 xUC4)OC        l!CC FOHERS        C07)A    SC240135  H ZHavaR>TIS20A    GEH AQEA EL261 >UC4))A        PCC PCri RS        C071A    SC26))45  H ZHVRviTXSZSB    GEN AREA EL251 wUC4))8        HCC FOHERS          C07)A SC261)45    H Zt!VR>TXSZOC    GEII AREA EL261 NLaC4~)C      Il"C POHERS        C07)A    SC261145  H ZHVRaaTIS30A    GEN ARFA EL261 wLaC4)ZA        HCC POHERS          C071A    SC)75)C5  H ZHVR>TES303      GEii AREA EL261 taUC4)28      HCC POHERS          CD71A    SC)73106  H ZHVRxTXS3)A      UC413A INLET TEIP              I!CC PCHERS        C07)A    SCZ69155  H ZHVR>TIS3)B      U 41'33 ihLET TFI!P            I!CC POHERS        C07)A    SC209155  H ZIIVR>>TZS35A    GEN AREA EL26)+aJC4)4A        t!CC PCHERS        C07)A    SCc.6)145 H ZHVRa  TIS353    GsH AREA ELZ6)taUC4)48        HCC POHERS          CD7)A    SC261)45  H ZHVR>TIS3SA      GTS RH A ~UC4)+A              taCC PCHERS        C071A    SGZ61355  H ZHVRaaTZS30S    GTS Ri'I A aaUC4)53            HCC PCNERS          C02)A    SGc.61355 H ZHVRaaaJC40)A    RHR PU!P RiH A    - UNZT CLR  A!IERiC'N AIR  FLT P412tl  ASN)7504  H      8 ZHVRxUC40)B      RHR  PUlP Rtl  C - UNIT CLR  A!IERECAN AIR  FLT P41?Jl  ABS)7500  H      8 ZHVRaaUC40)C    RHR  PU!iP RH 8  - UtiIT  CLR AIIERICAH AIR  FLT F412H    ABS)75D9  H      8 ZHVR+UC40)O      RHR  PUHP Rtl A  - UiNIT CLR  AIIERiCAN AIR  FLT P41211  ABN)7504  H      8 ZHVR>aJC40)E    RHR  PU!!? Rtl C  - UNIT CLR  A! IERICAN AIR  FLT P412tt  ASS)7508  H      8 ZHVR+aJC40)F    RHR  PPi!P Rtl S  - LiNiIT CLR AHERICAN AIR    FLT P4)ZH    ABS)7509  H      8 ZHaac'aaUC402A  LPCS FU!P Rtl UaNIT-.CLR      AIIERICAN AIR  FLT P412tl  ABN)7503  H      8 ZHVRNUC4023      LPCS PUt!P Rll UNIT CLR        Al!ERICAN AER  FLT F41211  ABN)7503  H      8 ZHVRvUC403A      HPCS PU!P Rtl UiNIT CLR        AtlERICAN AER  FLT P4)ZH    SC)75)00  H      8 c.HVR>>UC40'3    HPCS PU!IP RH UNIT CLR        A!!ERICAN AIR  FLT P>>1~I!  SC)25~09  H      8 ZHVRanJC404A    RS EL 175 GEN AREA U'IXT CLR  AtlERICAN AiR  FLT P4)~"I  SC)96116  H      8 ZHIV~UC4048    RS EL 175 GEH ARcA UNIT CLR    AIIERICAN AXR  FLT P>>12H    SC)96113  H      8 ZHVR~UC404C    RB EL 175 GEN AREA UNIT CLR    AclcRXCAN AXQ  FLT P412H    SC)96113  H      8 ZHVR~UC4040    RB EL 175 GEN AREA UNZT CLR    AHERXCAN AIR    FLT P4)c.H  SC)96116  H      8 ZHVRmUC405      RHR HEAT EXCH RH UNIT CLR      Al!FRXCAN AXR  FLT P4)ZII  ASN)9615  H      8 ZHV4aaUC405    RHR HEAT EXCH RII LriPiT CLR  AailERICAN AIR  FLT P4)Ztl  ABS19620  H      8 ZHVR+Ua.407A    RB EL 215 GcN AREA UNIT CLR    AHERXCAN AiR  FLT P41? t I SCZ)5122  H      8 ZHVRwUC4023    RB EL Z)5 GEN AREA UNIT CLR    A!IERICAN AIR  FLT P4)ZH    CZ 5122  H      8 ZHVR>U 407C    RB EL 215 GcN AREA U!IXT CLR    AHERXCAN  AIR FLT P412itaa SCZ)5122  H      8 ZHVrRaaUC4070  RB EL Z)5 GEN AREA L'NIT CLR    AIIERICAN AIR  FLT P4)ZH    SC215)ZZ  H ZHVR<UC407E    RB EL 215 GEN ARcA UNET CLR    At!ERICAN AIR  FLT P4)ZH    SCZ)5122  H      8 ZHVQ+UaC408A    ELEC ataiCC AREA LNIT CLR      AttcRXCAN AIaQ FLT P41211  ABN24033  H      8 ZHVR+UC4003    ELEC HCC ARcA U!IIT CLR        At!ERICAiN AiR FLT F412II  ABN24033  H      8 ZHVR~aJC409A    ELEC I!CC AREA UNIT CLR        Al!EPICAN AXR  FLT P412H    ABS24036  H      8 ZHVrRa+UC4098  ELEC HCC AREA UNET CLR          A"FRICAN AXR  FLT P412Hi  ASS24036  H      8 ZHVRviUC4)OA    RB EL 240 GEN AREA UNIT CLR    AHERICAN AIR  FLT P41211  SC24O)35  H      8 ZHVRtUC4)03    RB EL 240 GEN AREA U!IIT CLR    AIIcRICAN AER  FLT F412! I  SCZ40135  H      8 HVQaaU"4)DC  RB EL 240 GcN AREA LiNIT CLR    AHERICAN  AXR FLT P4)Z'I  SC240135  H      8 rHVRxUC4))A    RS EL Z61 GEN AREA UiN'IT CLR  AHERiCAti  AiR FLT P4)cZt1  SCc.61145 H      8 ZHVR>UC4))S  ~ RB SPACE COOLER ELEV 261        AHERICAti  AXR FLT F4)ZH    SC261.145 H      8 ZHVRNUC4))C    RB SPACE COOLER ELEV 261        AHERZCA'I  AIR FLT P4)ZH    SC261145  H      8
 
PAGE    25 EOUIPt'ENT ID DESCRIPTXON                VEtiDOR NAtlE      SPEC    ZONE    ZX CREF OPCOD OPT ZHVRKUC412A  RCIC PUt!P RCOH UNIT CLR  Al!ERICAN AIR  FLT PRIZH  SC175106 H      B ZHVRxUC41ZB  RCXC PL".P ROON UNIT CLR  Al!ERICA t AIR FLT P412tl  SC175106 H      B ZHVR <UC413A  EHERGENCY RECIRC UNIT CLR  AHERICAN AIR  FLT P4i2H  SC289155 H      A ZHVR) UC413B  EHEFGENCY RECXRC UNIT CLR  AtlERICAN AXR  FLT P412a l SC289155 H      A ZHVRwUC414A  EL 261 GEN AREA UNIT CLR  AtFRICAN AIR  FLT P41ZH  SC"61145 H      B ZHVRYiUC414B  EL 261 GEN ARFA U.'tXT CLR At!ERICAN AIR  FLT P412tl  SC261145 lt      B ZHVRKUC415A  SG SPACE COOLER EL261      AHERXCAN AIR  FLT P412.H  SG261356 H      B ZHVRwUC415B  SG SPACE COOLER ELZ61      AHERXCAN AXR  FLT P412tl  SG261355 H      B
 
PAGE      26 EGUIPtlEHT XO DESCRZPTXG:I              VEhOGR HAKE        SPEC    ZON      ZX GREF 0?COD GPT
+ ZXAS'>>PT161    ADS HEADER A PRESSURE      ROSE! IOliHiT      C071H  SC269155  H
+ 'ZZASIPT186    ADS HEADER 8 P?ESSURE      ROSH IOUNT          C07ltl SC269155  H
+ ZZASiiPT230    ADS ACCUIFJLATOR TK32      ROSEitlOUiti        C07'l  SCZS9155  H
+ GXASNPT231    AOS ACCIP.".c%.ATOR TK33  ROS t'OWiT          C071tl  SCZS9155  H
+ ZXAStiPT232    ADS ACCUI>>i%.ATCR TK34    ROSEt QUNT          C071H  .SC269155  H
+ ZIASvPT233    ADS ACCLQIULATOR TK35      ROSEHOUilT          C071H  SC306175  H
+ ZIASwPT23Q    ADS ACCUtn% ATOR TK36      ROSBIGUiHT          C071H  SC306175  H
+ ZIASvPT235    ADS ACClnfL>> ATGR TK37    ROSEtlOUiiT        C071H  SC306175  H
+ ZIAS<PT236    ADS ACCUllULATGR TK38      RGSB IOUIIT        C07 tl  SC306175  H ZIAS+SOVX161  ADS HEADER A PRESSURE      TARGET RCCK        P30QX  SC289155  H      A    DYS ZIASYSOVX186  ADS H ADeR 8 PRESSURE      T'RGET ROCK        P30QX  SC289155  H      A    DYS ZZASxSOVY181  ADS HEAOEQ A PRESSURE      TARGET    ROCK CORP P304X  SC269155  H      A    OYS 2IASgSOVY186  ADS HEADEP 8 PRESSU?E      TAQGET    ROCK CORP P30QX  SC289155  H      A    DYS
+  ZIASxSOV16Q  IiNSTR AIR CCNTtlT ISOL  V TARGET    ROCK CORP P30QX  SC289155  H      A    DYS
+  ZXAStSOV165  IhSTR AIR CONTHT ZSGL    V TARGET    ROCK CORP P30cIX  SC289155  H      A    DYS
+  ZZASiiSOV166  IhSTR AIR CCHTtiiT ISCL  V TARGET    RCCK CORP P30QX  SCc.S9155 H      A
+  ZXASKSOV167  ZhSTR AXR CGIITtlT ISGL  V TARGET    ROCK CORP P30QX  SCZQ0135  H      A    HON
+  ZZASwSOV168  IHSTQ AIR CGiITIIT ZSGL  V TARGET    ROCK CORP P30QX  SC289155  H      A    NOH
+  ZIAS<SOV160  INSTR AIR COhTHT ZSOL    V TARGET    ROCK CORP P30QX  PC289681  H      A    IIOiH
+  ZIAS>>SOVISQ  INSTR AZR COHTIIT ZSOL  V TARGET    ROCK CORP P30QX  PCc.89681 H      A    t.lG'I
+  ZXASNSOV185  IHSTR AIR CONTHT ISOL    V TARGET    RGCK CORP P304X  PCZQ0603  H      A    HGH
+ = Regulatory Guide 1.97.
 
PAGE      27 EOUXPHEHT    ID DESCRIPTZGiN                    VENDOR Nisi!E    SPEC    ZGhE            ZI ()REF OPCOD GPT
+  ZICS<AOV156      TESTABLE CHKCH V                ANCHORi'DARLING  P303H  SC289155        H        A    lZ  HRS
+  ZXCS<AQV157      TESTAD'  Cr".ECK V            At(CHCRi'DARLING  P303H  PC328185        H        A    12  HRS ZXCS<F VZOS      TEST BYP TO ChDS STOR TH        COPES-VULCAti    C051H  SC175106        H        A    6  HRS ZXCSiit!GV116    RCIC LUBE OXL HATER SUPPLY      VELAN            P304R  SC175)06        H        A    12  HRS ZICSvt:OVZZO    RCIC STEA!l SPLY V TO TURBINE  V"LAN            P304R  SC175106        H        A    1Z  HRS
+  ZXCS+i'OV121    STEA)( SPLY LXHE XSOL V (OUTBD) VELAN            P304R  SCZ61150'C196118 H        A    12  hRS
+ 'ZICS>t(OVZZZ    RCIC TURB EXH TO SUPFR POOL    VELAH            P304R                    H        A    12  HRS ZXCSi t(QV124    RCIC TEST FCV TO CNDS STOR TK. VELAH            P304R  SC175106        H        A    6  HRS
+ ZXCS<t(GVX26      RCIC XNJFCTION SHUTOFF VALVE    VELAN            P304R  SCZ89155        H        A    12  HRS
+ ZZCS<t!QVIZS      RCIC ST SPLY LINK ISOL V        VELA)i EhG. CO. P304R  PC261649        H        A    12  HRS ZZCS>!!OV129    PU!!P SUCT FRG!l CNQS STGR TANH V~LAtt          'P304R  ABNZ4031        H        A    1Z  HRS
+ ZICSiit'OV136    PCIC PtP SUCT FRCH SU.""PR PGGL VELA!i            P304R  SC196117        H        A    12  Hi%5
+ ZZCS>t(OV143      RCIC HIN FLOH TO SUPPP. POOL    VELAN            P 304'R SC196117        H        A    12  HRS
+ ZICSiitlGV148    RCIC VAC SRHR ZSGL V(ZNBRD)    VKLAH            P304S  SC196118        H        A    12  HRS
+ iZZCSiii!'OV1~64  RCZC VAC BRHR XSCL V (OJTBRD)  'VELAN            P304S  SC196118        H        A    12  HRS
+ ZICSwtlQV170      RCXC STEAtl LINK HARtl-UP      VELAN            P304R  PC261649        H        A    12  HRS ZZCSxPCV115      L(iBK OJL CLR PRESS CGiiT V    COPES  VP CAH    C05ltl  SC175106        H        A    12  HRS
+ = Regulatory Guide 1.97.
 
PAGE    28 EQJIPHEHT IO DESCRIPTIOH                    VENDOR HAKE SPEC  ZGHE    ZI QREF OPCOD OPT 2IS xSOV119  SOLEHOIO Or ERATED VALVE        TARGET ROCK P30QX  SC200135  H      A    100 DYS ZISC+SOV120  SOLEHOIO OPERATED VALVE        TARGET ROCK P30QX  SC2151"2  H      A    100 DYS ZvSCi'SOVIZ  SOLENOID OPERATED GLODc Vgl 'VF TARGET ROCK P30QX  SCZ00135  H ZISCxSOV12%  SOLEHOID OPERATED GLOSE VALVE  TARGET ROCK P30Elx SC215122  H
 
PAGE      29 EQUIPHEHT ZD  DESCRIPTZOH              VEhDOR HAKE      SPEC  ZOHE    ZZ TREF OPCOD OPT
+  2LHSi'SOV152  DRYHELL PRESS IHB ZSOL  TARGET ROCK CORP P30VC PC299699 H      B    6  HRS
+  c.Li!StiSOV153 DRYhELL PRESS OUT ZSOL  TARGET RCCK CORP P30QX SC289155 H      B    6  HP.S
+ .2LHS<SOV156    SUPP CHUB PRESS IHS ZSOL TARGET ROCK CORP P30QX PC215121 H      B    6  HRS
+  ZLHSwSOV157    SUPP CHUB PRESS OUT ISOL TARGET ROCK CORP P30QX SC215130 H      B    6  HRS
  + = Regulatory Guide 1.97.
 
PAGE        30 EttUIPtlENT ZD    DESCRZPTZON                  VENDOR HAHE      SPEC  ZONE      ZI @REF OPCCD OPT
+ ZHSS!HYV6A        HN STtl    LINE A INBD ISOLV  FLUID  SYSTEHS  P3030 PC250519  H      A    006 HRS
+ ZtlSSt<HYV6B      HN STH    LINE B XHBD ZSOLV  FLUID  SYSTElS  P3030 PC250619  H      A    006 HRS
+ 2ltSSaHYV6C      tlN STH LIHc C It!BD XSOLV    FLUID  SYSTEttS  P3035 PCZ50619  H      A    006 HRS
+ 2<KSS!<HYV65      KH STtl LIHE 0 INBD ISOL V    FLUID  SYSTEtS  P303D PC250619  H      A    006 HRS
+ Zl'iSS>H YV7A    li<H ST<tl LIhE A OUTGO tSIV  FLUID  SYSTEtS  P3030 HST24045  H      A    006 HRS
+ 2tlSS!<HYV78      t"t  STH  LlhE B OUTBD llSIV FLUID  SYSTEtlS  P303D tlSTZ4045 H      A    006 HRS
+ ZtlSSvHYV7C      Htl STtl LINE C OUTBD  llSIV FLUID  SYSTEHS  P3030 HST24045  H      A    OC6 HRS
+ ZHSSxHYV70        HN STFI LIiNE 0 OUTED HSIV    FLUID  SYSTEtS  P3030 llSTZ4045 H      A    006 HRS ZttSS!<! tQV108  REAC BESSEL HEAD VENT V      VELAH            P304R PC306711  H      C
+ Zt tSS! t tOVlll  ttN STEAN DRN XHSD ZSOL V    VELAN            P304R PCZ40601  H      A    006 HRS
+ ZtlSS<<tlQV112    ttN STEA!t ORN CUTBD XSOL V  VELAN            P304R HST24045  H      A    006 HRS 2l fSSwtlOV118    R=AC BeSS"-L HEAD VettT V    VELAH            P304R PC306711  H      C Zt lSS+t tDV119 ~
REAC BESSFL HEAD VENT V      VELAN            P304R PC306711  H      C ZtSSxt lOV189    XSOL CLG STH LltlE ORV        VELAN            P304R PC261649  H      C ZttSSKtlOV207    ZSB5 tSIV DRH ISCL V          VELAil          P304R PCZ40600  H      C
+ZHSSxKO'JZ08      XSB5 tSIV ORh XSOL V          VELAN            P304R HSTZ4045  H      A    006 HRS ZHSS<!RVV190      REACTOR HEAD VENT RELIEF      GPE CONTROLS    P3055 PC240600  H ZHSS>SOV97A      BTKH HSXV LXtlE 5R V          TARGeT ROCK CORP P304X HS!24045  H ZtSSxSO'J978      BTKiH lSIV LIHE DR V          TARGET ROCK CORP P304X HST24045  H ZtSS>SOV97C . BThit tlSIV LZNE  DR V      TARGET ROCK CORP P304X HST24045  H ZttSS<SOV970      DTKi'l tlSIV LIHE  OR V      TARGET POCK CORP P304X HST24045  H
+  =  Regulatory Guide l.97.
 
PAGE      31 UZPllENT  ID  DESCRIPTION                  VENDOR NAttE      SPEC    ZOhE    ZZ TREF OFCCD  OPT
+ 2RCSiiSOV104      2RCS-PlA OZSCH StP  ZN30 ISOL TARGET ROCK CORP  P30>>X    FC261641 H      A      006  HRS
+2RCStiSOV65A      RCS HYDR LZNE ISOL  SOV      TARGET ROCK CORP  P304X    SC261145 H      A      006  HRS
+ERCSiiSOV65B      RCS HYDR LINE ISOL  SOV      TARGET RO"K CO."P P30>>X    SC261145 H      A    .006  HRS
+2RCS>SOV66A RCS HYDR LINE ISOL  SOV      TARGET ROCK CORP  P30>>X    SCZ61145 H      A      006  HRS
+2RCSvSQV66B        RCS HYDR LINE ISGL  SOV      TARGET ROCK CORP  P30>>X    SC261145 H      A      006  HRS
+2RCSwSOV67A        RCS HYDR LItiE ZSOL SOV      TARGET ROCK CORP  P304X    SC261145 H      A      006  HRS
+2RCSvSOV61B        RCS HYDR LINE ZSO'OV          TARGET ROCK CORP  P304X    SC261145 H      A      006  HRS
+2RCSKSOV58A        RCS HYDR LINE ISCL SOV        TARGET ROCK CORP  P304X    SC261145 H      A      006  HRS
+2RCS~SOV68B        RCS HYDR LZiiE ISGL SGU      TARGET ROCK CORP  P304X    SC261145 H      A      006  HRS
+2RCSiiSOV79A      RCS ZNBD HYD LINE ISOL  SOV  TARGcT ROCK      P304X    FC261644 H      A      006  HRS
+2RCS>SOV79B        RCS IiNSD HYO LZNE ISOL  SOV  TARGFT ROCK      P304X    PCZ61649 H      A      006  HRS
+2RCSxSGV80A        RCS INBO HYO LINE ISQL  SOV  TARGET RCCK      P30>>'X -
FC261644 H      A      006  HRS
+2RCSttSOV80B      RCS INBD HYD LINE ZSCL  SOV  TARGET ROCK      P304X    PC261649 H      A      006  HRS
+2RCSvSOV81A        RCS INSO HYO LIiNE ZSGL  SOV  TARGET ROCK      P304X    PC261644 H      A      006  HRS
+2RCSxSOV81B        RCS ZhSD HYD LINE ISQL  SOV  TARGcT ROCK      P304X    FC261649 H      A      006  HRS
+2RCSwSOV82A        RCS INSD HYO LItiE ISOL  SOV  TARGET ROCK      P304X    PC251644 H      A      006  HRS
+2RCSvSOVSCB        RCS INBD HYD LINE ZSOL  SOV  TARiET ROCK      P304X    PCZ61649 H      A      006  HRS
+2RCS*SOV105        2RCS-PlA DISCH      SMP      TARGET ROCK      P304 X PC26164 5 H        A      006 HRS OUTBD ISOL
+  =  Regulatory Guide 1.97.
 
PAGE      32 E'WZPIIKNT ZD  DESCRZPTIOil                      VKNQQR h<At!K  SP C    ZONE      ZZ f!RKF CPCOD  OPT ZRHS<<AGV163    RHR B TESTABLE CHECK VALVE        ANCHCRIDARLZhG  P303H  PC289685  H        A ZRHSvAGV16C    VCH090-E-i!f7                      At!CHGRIDARLING P303H  PC306711  H        A      100 DYS
'2R!IS'AOV39A    RHR A SHT DN COOLING CHK VALVE    ANCHCRIDARLING  P303H  PC250620  H        A ZRHS~AOV393    RHR 3 SHT DN CCCLING CHK VALVE    AiNCHCRIDARLIhG P303H  PC250628  H        A ZRHS<<EcV5      ZRHSNPDTISB                        DRAGON VALVE    C15 C  SCZR0135  H ZRHSiiFV3SA    RHR LCQP A TEST RETURN            COPIES-VU'AN    CG51! I SC19511R  H        A      100 DYS ZRHS<<FV383    RHR LCQP A TEST RETURN            COPIES-VIF CAN  C051! I SC215122  H        A      100 DYS ZRHSwFV38      RHR LGGP C TEST RETURN            COPIES-VIF CAN  C051H  SC215122  H        A      6  HRS ZRHS>HCV53A    RHS LIhK A TO c.HSS-RFV1          Vc:LAN          P30RE  PC305711  H        A ZRIIS<<HCV535  RHS  L.NE  D TO 2l!SS-RFV1        VELAN          P30RE  PC305712  H        A ZRHS>HCV53C    RHS  LiNE  C TO Zl!SS-RiV1        VKLAN          PSORE  PC30671Z  H        A ZRI!S~HCVSRA    2"ISS-<I~VI SPUTDKN I."NE A        VELAil          P30R    PC2616R3  h        A
+ZRHS~HQVIC        RHR P<t!P PlC SUCTION              CLOH            P30RY  SC175111  H        A      100 DYS
+ZRHS&#xc3;t IQVIGR    RHR HEAD SFPAY ISLN                VELAN          P3GRR  SC"89155  H        A      100 DYS
+ZRHS<<t! QV112    RHR SHT Q."t CLG SUCT XSQL        V LAN h~    CO P30RR  PC2506ZR  H        A      100 DYS
+ZRHS<<tlQV113    RHR SHT DN CLG SUCT XSGL          V KLAN          P30RR  SC2R01R2  H        A      100 DYS ZRHSi<HQV115    RHR SFRVICE NATFR CROSS TIE        VKLAN          P3GRR  ABS17510  H        A      100 OYS ZRHS<<tfQVZI6  RHR SKRVXCE HTR CROSS TZE          V"LLI          P30RR  ABS17510  H        A      100 DYS "RhSx"QVI "A    RHR H.E. A Stl'ELL-SIDE CUTLET    CLOH CORP      P30RY  ABN17505  H        A      100 DYS ZRHS~tfOVZZB    RHR H.E. 3 SHELL-SIDE GUTLET      CLCH CORP      P3GRY  ABS1751G  H        A      100 DYS RH~<<uQVIRZ    RHR DXSCHARGE TO RAD!lASTK        VKLAN          P30RR  ADS175C9  H        A      6  HRS ZRHS<'HOV1R9    RHR DISCHARGE TO RADIIASTE        VELAN          P3CRR  ABS17 509 H        A      6  HRS
+ZRHSxtfQV15A      RHR A RKAC CNTIGIT SPRAY          VKLAN          P3CRR  SC289155  H        A    -100 DYS
+ZRHSwt!0<J153    PHR 3 REAC CNT<nli SPRAY          VELAN          P3CRR  SC289155  H        A      100 DYS ZRHS<HO<JZB    RHR 3 SHT DN COOLING SUCT          CLGH CGRP      P30RY  SC175111  H        A      100 DYS ZRHSQ!GVZZA    RHR A STM LINK ZSQL                VELAN          P30RR  SC215125  H        A      6  hRS ZRHSvitfQVZZB  RHP. 3 STtf LXNE XSQL              V LAN          P30RR  SC215129  H        A      6  HRS ZRHS<<tfQV23A    RKR A STH LINK XSO'.              VELAN          P30RR  SC175103  H        A      6  HRS ZRHSx!!OV233    RHR B STtl LINK ISQL              VEL Ail        P30RR  SC175111  H        A
+ZRHS>tfOVZRA      LPCI Xh<.KT A                      VELAN          PSGRR  SC209155  H        A    '00  DYS
+ZRHS<'tfQVZRB    LPCZ Zii" ET B                    VELA'N          P3GRR  SC269155  H        A      100 DYS ZRHSwtDVZRC    LPCX Xii" ET C                    VKLA<t          P30RR  SCc.89155 H        A      100 0 S
+ZRHSvct fQV25A    RHP. A REAC CtlTICIT SPRAY        VELAN          P30RR  SCZ89155  H        A      100 DYS
+ZRHSxt!QV253      RHR 3 REAC CHT!EIT SPRAY          VELA!l          P30RR  SCZ69155  H        A      100 DYS
+ZRHS< tlQV26A    RHR H.E. A VENT TO SU?P POOL      VELAN          P30R'R  ABN19615  H        A      100 DYS
+ZRHSttfQV253      RHR H.E. B VENT TO SUPP POOL      ViL"N .        P30RR  ADS196ZG  H        A      100 DYS
+ZRHS <<tfQV27A    RHR H.E. A VEi!T TO SUPP PG L      ViLAN          P30RR  ABiN19615 H        A      100 DYS
+ZRHS<;t!QV27B    RHR H E    B V<:NT TO SUPP  PCQ'HR VCLAN          P30RR  ABS19620  H        A      100 DYS
+ZRHS<<tfQV30A          A R<N TO SUPP POOL ZSGL      CLCH CORP      P30RY  SC196113  H        A      100 DYS
+ZRHSwtfOV303      RHR B RTN TC SL;P POOL ZSQL        CLCH CORP      P30RY  SC195113  H        A      100 DYS ZRHSwHCV32A    RHR H E A FLOh TO RCIC            VFLAN KHG      P30RR  ABN17505  H        A      100 DYS ZRHSvtlQV323    RHR HE ED B FLGH TO RCIC          VELAN          P30RR  ABS17510  H ZRHSPIQ<J33A    RHR A SUPP POC'PRAY                                P30RR  SC215122  H
* 100 DYS
+ZRHSwHQV33B      RHR B SUPP POOL SPRAY              Vil.AiN        P30RR  SC215122  H        A      100 DYS ZRIIS)<HQV37A  RHR H.E. A FLCH TO SL'?P POCL      VELAtl          P30RR  ABN17505  H        A ZRHSntfQV373    RHR H.E. 3 FLCH TO,SUPP PCCL      ViLAN          P3GRR  ABS17510  H        A ZRHS<<KOVRA      RHR A HIN FLQH BYPASS              ViLAN ENG. CO. P30RR  SC19611R  H        A
+    =  Regulatory Guide 1.97.
 
PAGe      33 EQUIPtlENT XD  DiSCRIPTXON                    VENDOR  N"!!E      SPiC    ZCNE      ZZ TREF OPCQO OPT ZRHSxHOVRC    RHR C tlIN FLOH BYPASS          VcLAN              P30QR  ABS17508  H      A    100 OYS
+ ZRHS>PQVQCA    RHR A SHT Dh CLG RETURN        VELAN              PBONR  SCZtt0140 H      A    100 DYS
+ ZRHSt!!OVACB  RHR 8 SHT ON CLG RETURN        VELAN              P30~R  SC200103  H      A    100 DYS
+ ZRHSicHOV57A  RHR A SHT ONCLG CV BYPASS      VELAN              P30iR  PC250620  H      A    100 DYS
+ ZRHSiittQY678  RhR  8 SHT Dil CLG CV BYPASS    VcLAtt              P30%R  PCZ305ZO  H      A    100 OYS ZRHSicHQVSA    RHR  H.E. ElA BYPASS            CLOil CORP          P3CQY  AEN17505  H      A    100 DYS ZRHSciPQYBB    RHR H.E. E18 BYPASS            CLOH CCRP          P30QY  ABS17509  H      A    100 DYS ZRHSxttOVBOA  Gi OBE VALVE                    VcLAN              PIC~Q  SC213125  H      A    6  HRS ZRHSxHOV808    GLOBE VAI.VE                                        P30tlo  SC215129  H      A    6  HRS ZRHS>HOV9A    RHR H.E. A SHELL SICc, Xt!LET  CLOH CORP          P3CQY  ABi!19615 H      A    100 DYS ZRHS~!!QV93    RHR H E    8 SHcLL SIDE ZtO cT  CLOH CORP          P304Y  ABS19520  H      A    100 DYS ZRHSxPT99A    RHS A STEAH SUPPLY RQQtt XCS    RQSEHCUiiT          C071! l SC175105  H ZRHS'PT998    RHS 8 STEA!ii SUPPLY ROON ICS  ROSEI!CUiiT        C071H  SC215122  H ZR tSqcQV126  ZR!tS<Ec'8 S!!P CROSS-TIE DRiN  TARGET RCCH  CORP  P3CQX  ABS17510  H      A    100 OYS ZRHSiSQV35A    RHR A REAC SA!!PLZhS SYS XSOL V TARGET RQCil  CORP P30%V  ABN17505  H      A    100 DYS ZR'tS~SOV358  RHR 8 REAC SA!lPLIhS SYS XSOL V TARGET RQC'cl CORP  P30tlX  ABS17510  H      A    100 DYS ZRHS>SQV35A    RHR A REAC SAPLING SYS ISQL V  TARGET RO il  CORP  P3CQX  ABill7303 H      A    100 OYS ZRHSccSQV358  RHR 8 R AC SAHPLZNS SYS ISO'    TARGET ROCH  CORP  P3OQX  ABS17510  H      A    100 DYS ZRHSc'SOV70A  STEAtl LXhE CRAIii              TARGET PQCH  CCRP  o30"V  SC175103  H      A    6  HRS ZRHSccSQV708  STEA!l LZiVE DRAIN              TARGET RQCH  CCRP  P30QX  SC1.75111 H      A    6  HRS ZRHS+SOV71A    STEAN  LIhi ORAIil              TARGET RQ"H  CCRP  P30QX  SC175103  H      A ZRHS-SQV718    STEA!l LihE DRAIN              TARGET RCCH  CQR?  P3CQX  S"175111  H      A
+2RHSA'MOVlA    RHS DMP PlA SUCTION            GLOW CORP          P304Y
+2RHS*MOV1B      RHS DMP PlB.SUCTION            GLOW CORP          P304Y.
+2RHS*FT63A      RHS A CONTAINMENT                                  C071M
+2RHS*FT64A      RHS A SUPP POOL                                    C071M
+2RHS*FT63B      RHS B CONTAINMENT                                  C071M
+2RHS*FT64B      RHS B SUPP, POOL                                  C071M
+ =  Regulatory Guide 1.97.
 
PAGE    34 EQUIPHENT IO  DESCRIPTION            VEiNDDR NAHE  SPEC  ZONE    ZI TREF CPCDD OPT
+ 2RHS>RE1A    REAC BLDG OH HATCH RADN HAltAN INSTH  P281F PC2616W  H
+ 2RHSiiRE13    RFAC BLDG DH HATCH RADN HAHAN INSTH  P281F PC261699 H
+2RMS+RElC      REAC BLDG    IN H RADN  KAMAN INSTM  P281F
+2RMS*RE1D      REAC BLDG    IN H RADN  KAMAN INSTM  P281F
+ =  Reguiato~ Guide.'l.'97.
 
PAGE    35 EQUXPttENT ZD DESCRZPTXOH                  VEtiDOR hAatE SPEC    ZOhE    ZZ QREF OPCOD OPT 2RSSaFT106    RCZC PttP DZSCH FLOH        ROSEl tOUHT  C071H  SC175105 H 2RSS-PT10S    ADS ACCUttULATOR TAh7( PRESS ROSEtlOU:tT  C071H  SC289155 H 2RSS-PT109    ADS ACCLHL" ATORTAhN PRESS  ROSEtiOUHT    C071t t SC289155 H 2RSS-PT110    ADS ACCUttULATORTAHN PRESS  ROSEt!OUitT  C071H  SC306175 H ERSS-PTlll    ADS ACCmtULATORTAHN PRESS    ROSEHOUi'tT  C071H  SC306175 H
 
PAGE    36 EOOIP}l=NT ID DESCRIPTION              VENDOR NAHE SPEC  ZONE    ZX TREF OPCOD OPT
+ eS S~HCVX60  SERVICE AIR CNTHT XSOL V VELAN      P304H SCZ40135 H
+ esAs>Hcv161  SERVICE AIR CNTHT ISOL V VELAN      P304H SCZ69155 H ZSAS~HCV162  ScRV~CE AIR CNTHT ISOL V VELAN      P304H PC240503 H
+ esAs<Hcv163  SERVICE AIR CNTHT XSOL V VELAN      P304H PC289601 H
+ = Regulatory Guide 1.97.
 
PAGE      37 EQUIPHENT    ID DESCRIPTIOil            VENDOR NAVE  SPEC  ZONE    ZI QREF OPCOD OPT ZSCV+Fi<< 101A  GTS t!ISC 120/240V PhL  BRO)LN BOVERI E014T ABNZ4033 H ZSCV~Ph" 3018  GTS HISC  120/240 Pht. BROhN BOVERI  E014T ABSZ4036 H ZSCV>XO101A    DIST XFt!R 600V-120/240V SQUARE D      E011T ABN24033 H ZSCV+%<)301B    DIST XFHR 600V-120/240V  SQUARE <<0    EOllT ABS24036 H
 
PAGE      38 EIIUIFHENT ZD  DESCRXPTIOil                  VEhTiGR NAKE        SPEC  ZCNE      ZI QREF OFCOD GPT ZSFC<<AOV153    FILTER  HDR ZhL ISOL VCH    POSX-SEAL INTERN    P304D  SCZS9162  H            100 DYS ZSFC<<AOV154    FILTER  HQR ItiL ISOL VCH    PGSX-ScAL INTERN    P304D  Scc.89162 H 2SFC<<AGV19A    2SFC-FLTlA OUTLET            PCS I-SFAL INTER. P304D  SC326193  H            100 DYS ZSFC<<AOVI9B    ZSFC-FLTlB OUTLET            POSE-SEAL INTcR. P304D  SC3061.76 H            100 DYS c.SFC<<AOV33A  SKIN!IER SURGE TAhK LEVEL      POSI-SEAL iNTER. P304D  SC32S199  H            100 OYS 2SFC: AQV33B  SK>t!!IcR SU4GE TAh".< LEVcL  POSI-SEAL INTER. P304D  SC326199  H            100 DYS 2SFC<<FT36A    SF PQQ!. CLG SYS FLGH L      ROSKHGUNT            C071H  SC215122  H ZSFC<<FT36B    SF PGQL CLG SYS FLCH L        ROSEVQ'Ji!T        C071! I SC2151c.Z H 2SFC<<FT5SA    SFC Ft!P DXSCH FLCH          ROSE!!CUNT          C021tt SC269162  H c,SFC<<FT585    SFC P!!P DISCH FLOH                              C071H SCZ89161    H 2SFC<<HV114    FUFL XFR CHAN GATE A DR V    XQ!!QX              P304K SC306182    H      A    100 DYS 2SFC<<HV116    CASK    HQLG XFR PU!!P SUCT  POSE-SEAL ZiNTER. P304D SC328199    H      A    100 DYS ZSFCciHV121    CASK    HDLG XFR PL>P DISCH V POSE-SEAL INTER. P304D SC328199    H      A    100 DYS ZSFC<<HV148    CASK    GATK DRAIN VALVE      XC!!QX              P304K SC306182    H      A    100 DYS ZSFC<<HV149    GATE    DRAIhS KGR ISOL VLV  XG!ICX              P304K SC30618Z    H      A    100 DYS ZSFC<<HV17A    ZSFC-F1A BYPASS              FGSI-ScAL XNTER. P304D SC26916Z    H      A    100 0YS 2SFC<<KV17B    ZSFC-FlB BYPASS              PQSI-ScAL INTER. P304D SC289161    H      A    100 DYS ZSF C<<HVISA    2SFC-FlA XNLET                POSE-SEAc    ZIITE. P304D SC269162    H      A    100 DYS ZSFC<<HVISB    2SFC-FlB XNLET                POSE-SEAL INTER. P304D SC2S9162    H      A    100 DYS ZSFC<<HV35A    2SFC-TKlA INLET V            PCSI-SEAL ZNTcR    P304D SC328192    H      A    100 DYS c.SFC<<HV37A    2SFC-HT EXChGR DISCH V        I QSI-SEAL INTER ~  F3040 SC215122    H      A    100 DYS 2SFC<<HV37B    ZSFC-HT EXCKGR DISCH V        PCSZ-SEAL INTER. P304D SC215122    H      A    100 DYS ZSFC<<HV54A    SKIVJ!ER SURGE TAhK CUTLET    POSX-SEAL INTER. P304D SC328193    H      A    100 DYS ZSFC<<HV6A      SF PCQL CLG HTR XCOtlN        PQSI-SEAL INTER. P3045 SC269162    H      A    100 DYS ZSFC<HV6B      SF FOO'LG HTR XCC'NN          POSZ-ScA ZNTER. P304D SC289161    H      A    100 DYS 2SFC<<LS33A    SKItD!EP. SURGE TAhK LEVEL    HAGKKTRCL          CC21L SC328193    H ZSFC<<LS33B    SKIt!it!ER SURGE TAihK LEVEL  t!AGNETROL          C021L SC328187    H ZSFC<<LS33C    SKIIOIER SURGK TA!FK LEVEL    ttAGNKTROL          C021L SC328193    H 2SFC<<LS33D    SKZID!ER SURGE TANK LEVEL    t!AGt!KTROL        COZlL SC3c.8167  H 2SFC<<LS34A    SFC SKII!!IER SURGE TK HZ LVL tlAGNKTRQL          COZXL SC328193    H c.SFC<<LS34B                                  VASNETROL          COZlL SC3281S7    H 2SFC<<LS55A    SF POOL HTR LVL LOH          HAGNcTROL          COZIL SC353202    H ZSFC<<LS55B    SF POOL HTR LVL LCN          t!AGNETROL          C021L SC353202    H 2SFC<<LT32A    SF PCQL SURGK TANK HATER LVL  RGSEt!CUNT          C071! I SC326197  H ZSFC<<LT32B    SF POOL SURGE TANK HATER LVL  RQS=! !CUNT        C071tl SC328187  H ZSFCccHIA      FUKL POOL CHC t!QTOR          GOULD PIPiP S  INC. P222X SC289162    H ZSFC<<tllB      FUcL POOL CHC l!GTCR          GOULD PU!!P S  INC. IZAAK SCZ69161    H 2SFC<<PT3A      SF PGQL CIRC PP A SUCT PRESS  RQS El !CUNT        C071H SCZ61145    H ZSFC<<PT3B      SF PCOL CIRC PP B SUCT PRESS  RGSKI!OWT          C071II SC261145  H 2SFC<<PT30A    SF PQGL CIRC PNP DISCH PRESS  RGSEi!O'-'NT        C07ltl SC?61145  H FSFC<<PT30B    SF POOL CXRC Pl!P DISCH PRKSS RQScl!CUNT          C021H  SCZ61145  H ZSFC<<TF31A    SF POOL SURGE TANK TEHP OUTL  PYCO                C041D  SC3c.8193 H c.SFC<<TESA    SF PGQL HT EXCH CUT TE!!P    PYCO                CC41D  SC21512Z  H ZSFC<<TESB      SF POOL HT EXCH OUT TEtIP    PYCO                C041D  SC215122  H
 
PAGE    39 EQUIPHENT ID  DESCRIPTION            VENDOR NAttE SPEC  ZONE      ZI QREF OPCOD OPT 2SLS>HCV)11  STBY LIQ TEST TK VALVE VELAN        P30QL SC289155  H      A    7    DYS 2SLSxt!OVIA  SEALEO GLOBE VALVE    VELAN        P30QS SCc.89155 H      A    7    DYS 2SLS~!.OVID  SEALED GLCSE VAL'VE    VELAN        P30RS SCc,89155 H      A    7    DYS
+ ESLS+ fOV5A  STOP CHECK            VELAN        P300S SC289155  H      A. 7  . OYS
+ eS S~t.OV55  STOP CHECK            VELAN        P30RS SC289155  H      A    7    DYS
+ = Regulatory Guide 1.97.
 
PAG        40 EQUXP&#xb9;NT      XD                                VENDOR NAt!E SPEC  ZO'l"    ZX TREF OPCOD OPT ZSHP+AQVZOA      SHP TO RHSwPIA SL CLR          XO!!QX      P304H  ABN17504  H      A    100 DYS ZShVwAOVZOB      SH? TO RHS<PIA SL CLR          XQt!OX      P30QH  ABS17509  H      A    100 DYS ZShPWAOVZZA      SHP FRO!l RHSKPIA SL CLR      XO!!QX      P30QH  ABN17504  H      A    100 DYS ZShPNAOVZZB      SHP FROH RHS>PXB SL CLR        XOt!OX      P304H  ASS 17509 H      A    100 DYS ZSiiPMAOV97A      SHP FR CLG COIL ZHVRaUC413A                P304H  SC289155  H            CON ZSHP+AOV97B      SHP FR CLG COIL ZHVRIUCQ13B    XOHQX        P30QH  SC289155  H      A    CON ZS!VwttOV)5A      SVCE HTR TO ZHVRQUC403A        VELAN        P30QR  SC175105  H      A    100 DYS ZSHP+t!QV15B      SVCE HTR TO ZHVR<UCQ03B        VELAN        P304R  SC195116  H      A    100 DYS 2Sl!Put!QV17A    GATE VALVE                    VELAN ENG    P304R  SC196113  H      A    100 DYS ZShPet! QV17B    GATE VALVE                    VFLAH        P30QR  SC175105  H      A    100 DYS ZShPxt!OV18A      GATE VAI.VE                    VELAN        P30QR  SC196113  H      A    100 DYS ZSHo~t ~OVIOB    GATE VALVE                    V LAil      P30QR  SC196116  H      A    100 DYS ZSHP>PTXQOB'ESCRXPTXQil ZShV<!!OV19A      ShP TO CCP HT EXCH ISOL V      CLQH CORP    P304Y  ABN21523  H      A    100 DYS ZShP+t !QV19B    SnP TO CCP HT EXCH XSCL V      CLC!l CORP  P30QY  ABh21523  H      A    100 DYS ZSHPat!OVZIB      GATE VALVE                    VELAN        P30QR  SC328197  H      A    100 DYS ZSHP+t!QV33A      BUTTERFLY OR TRICENTRIC VALVE  Ct.Oil CORP  P304Y  ABti17505 H      A    100 DYS ZSHPiit!QV33B    BUTTERFLY QR TRXCENTRIC VA'LVE CLPH CQRP    P304Y  ABS17510  H      A    100 DYS ZSHP+t!OV38A      SHP TO RBCLCH SYS              VELAN        P30QR  SCc51145  H      A    100 DYS ZSl!PxttQV38B    SHP TO RBCLCH SYS              VELAiN      P30QR  SC261145  H      A    100 DYS
: c. SHPat-!QV39A  SHP TO RBCLCH SYS              VELAit      P30QR  SC261145  H      A    100 DYS ZShP+ttOV39B      SHP TO RBCLCil SYS            VELAN        P30QR  SCc.61145 H      A    100 DYS ZSHP+HOV90A      BUTTERFLY CR TRICENTRIC VALVE  CLOH CORP    P304Y  ABN17505  H      A    100 DYS ZShPvt!QV90B      BUTTERFLY OR TRXCENTRIC VALVE  CLOH CORP    P304Y  ABS17510  K      A    100 DYS ZSt&>PTXQOA      SHP TO CCP HT EXCHS PRESS      ROSE!!QU.'tT C071tl ABN17503  H SnP TO CCP HT EXCHS PRESS      ROSEHQUNT    C071H  ABN17503  H
 
PAGE      41 EQUXPHEt(T XD  DESCRIPTXON          VEhDOR NAt(E  SPEC    ZONE    ZX QREF OPCOD 0?T 2VBS) Pt(LA105 ttSLIV DIST PtiL(G/H) BROhN BOVERI - E014T - ABN24033 2VBSNPHLA106  HSLIV DIST PNL        BRONN BOVERI  E014T  ABS24036 H 2VBS>FN'105    MSLXV  DIST FNL      BROHH BOV RX  E014T  ABN24033 H 2VBSxPNLB106  ttSLIV DIST PtiL(Y/H) BROhN BOVERX  E014T  ABSZ4036 H
 
PAGE      42 Et!UXPHENT  ID DESCRIPTION                  VENDOR hAHE SPEC  ZOi!E    ZI t!REF  OPCOD OPT ZHCSW!!OV101    QhCU REAC VESSEL DRN        VELAN      P304R  PCZ61648  H        C
+ 'ZhCSM!!OV102    PHCU P1A t'. P18 SUCT XSOLV  VELAN      P304R  PCZ40606  H        A    6  HRS 2&#xb9;SQtOVX03      RHCU XtiL ISOL V            VELAN      P304Q  PCZ40606  H        C ZhCSx! lOV104  RHCU It!L FRO!l RECIRC 8    VELAN      P304R  PC240508  H        ,C ZnCSst!OV105    RnCU It!L FRO!! RECIRC A    'VELAN      P304R  PCc.40505 H        C
+  EhCS>HOV112    RnCU PXA ~ PXB SUCT ISOL V  VELAN      P304R  SCZ40142  H        A    6  HRS
+  EhCS<t!OV200    RhCU RETUPN ISOL            VELAN      P304P. HST26'46  H ZHCS-tlCV106    R!i U DRn TO hASTE COLL TH V VELAN      P304R  SC305176  H        C ZhCS-HCV107    RhCU DXSCH TO NU CO!!D V    VELA!t      P304R  SC305176  H        C 2hCS-HOV108    DRN RESTRXCTIt!8 ORF BYP V  VELAN      P304R  SC306176  H        C ZHCS-t !OV109  RhCU REGEit HX DISCH V      'VELAN      P304R  SC306176  H        C Zt!CS-tlOVX10  FLTR D!!!!LZR BYP V          VELAN      P304R  SC306176  H        C ZHCS t OV111    RliCU HX BYP V              VELAN      P304R  SC305176  H        C
+ =  Regulatory Guide 1.97.
 
~l
:
    ~
 
12/Zic'84                                                                                                                                                                                                                                                                                                                            PAGE 9 REVZSZCN: 6<t                                                                                                h~?PZ-ENVZRG'N!EHTAL QUALIF CATION DATA MASTER                                                                            LIST !NSSS)
ISS<JE DATE: l2 (2,[/$
g ff<<% if% <<<< <<ff <f<fifffff<< << << <f<f<f <<<f << <f <f <f <f << ifff<f        << << << << << if< <f<f << ff<f ffif<< << << << <<<f << << <i <f << <f ffffV << << ff <f <<<f<f <f << <<<f ff<f <f ff <fff<< off << ff<< <<<<ff <f << <f <f )f << <f <r<f << << &#xc3;I<f <f<< << << << << << << << << if<< ff<f <f <f <f <fuff<ff % << Yc<f ffff)f!f)f<f l!ARH ciC                                        EQUIP?tcNT DE+CRTPTZGN                                                                                                                              EhJ. ECHE                                              ECUALST GP TXl!E                                    QUAL REF St<BC XD.                                                                                                                                                                                                                              ENVTYP                                        GC R "ARMS                                                                                                            Xt!STSTAT
<f <f <f W <f <f<f <i <f <f r'f ffK ffffffff <f ff<< ff<f <f r'f ff<f <f << <f 4 <f<f % << <f )f <f % )f Riffffff<f ffff<< <f ffff <f ff)i <f <<< f <f <f <f <f <f <f Yr Yi?f ff <f <f <f <f <f <f <f ff <f &#xc3; <f <f ffff<f tf <f <f <f % <f ff)f <f <f <f <f ff<f ff<f <f ff <f ff<f ff)f << <f ff ff<f <f <f <f Yc <f << ff<f <f <f <f Vf% <f <f ff <f <f <f Vi <f <f ff C72-H050D                                        PRESSURE                TRANS!!ITTER                                                                                                                SC251145 ZISC~PT15D                                                                                                                                                                                                                                HARSH 82<.-H067L                                        PRESSURE                TRANSt!ITTER                                                                                                                SC261145                                                                            10CD                        PGCCABM ZISC<<PT16A                                                                                                                                                                                                                              HARSH BZZ-t!067C                                        PRESS<JRE                TRAHStlZTTER                                                                                                              SCc.61145                                                                            100D                        PGOOABK ZXSC< PT168                                                                                                                                                                                                                              HARSH 822-NO67R                                        FRESSURE                  TRANS?liTTER                                                                                                              SCZ61145                                                                            100D                        PSOOABH DISCEPT)6C BZ2-N0578                                        PRESSURE                  TRANS!!XTTER                                                                                                              SCZ61145                                                                            100D                        P80QABL ZXSC<rPT16D                                                                                                                                                                                                                              HARSH 822-HC94A                                        PRESSJRE                  TRANSt'!XTTER                                                                                                              SC261145                                                                            100D                        PGOOACS ZXSC<<PT17A                                                                                                                                                                                                                              HARSH BZ?-NC948                                        PRESSURE                  TRANSMZTTER                                                                                                                SC261145                                                                            1COD                        PSCOACT ZZS <<P<178 822-H094E                                        PRESSURE                  TRANSMITTER                                                                                                                SC261145                                                                            100D                        PGOOACU ZXSC<rPTX7C                                                                                                                                                                                                                                HA'RSH BZZ-NC94F                                        PRESSURE                  TRANS!!ITTER                                                                                                              SC261145                                                                            100D                        PGOOACV ZZSC<rPT17D                                                                                                                                                                                                                                HARSH 822-H403A                                        PRESSLRE TRANS'.!XTTER                                                                                                                              S    261145                                                                        ZM                          PSQOADC ZZSC+PTZA 822-cN403E                                        PR"SSIB                  TRANS!!XTT R                                                                                                              SC261145                                                                            ZM                          FSCQADE ZXSC< PTZB                                                                                                                                                                                                                                HARSH BZcZ-N4038                                        PRFSS'JRE                TRAhS!!ITTER                                                                                                                SC261145                                              8                            2M                          PSOOADD ZXSC<fPTZC 822-t!403F                                        PRESSURE                  TRANS! IITTER                                                                                                              SCZ6145                                                                            Ztl                          PSOOADF 2ISC<<PTZD                                                                                                                                                                                                                                HARSH 8"2-N078C                                        PRESSURE                  TRANS!!XTTER                                                                                                                8C261145                                                                            100D                        P800ACE ZISC<fPT4A                                                                                                                                                                                                                                HARSH
 
4
  ~
    '
 
12/Zlr 8%                                                                                                                                                                                                                                                                        PAGE 12 RFVXSXON: Oj                                                                                  lo!PZ-ENVIRONHENTAL QJALIFICATXON DATA HASTKR                                                        l.IST      l NSSS)
ISSUE DATE-                !2,/g(te,jt r r  j%%jj Cvrjjhjjj+jjjjjrjjjj.jjcjjjjjrcfjjjjjjjjNfif                jjjfjrjr4fjjrjjjjjfjjjjjj    rjjjfjrjr'rjjjf)jrjrjjjjjr        jfjr jj jr jj jr jr'jrjgcrjjjrjj jCcfgjjjjjfjrjrjrjr  (jjjjjrjjjrjj+jfjjhfjjjrrj      jrcjgjrjfjjjjjjjjjjjjjjgjrgjjjjjrj.ji4cjrj          j.jjrjrjrjjjjjjjjjjjj tQRH NO                                    EQUIP.!EiNT OFSCRXPTXOiN                                                                                                      Ei!V. ZONE                                  KQUALST              CP TX!!E              QUAL REF S!LEC XD.                                                                                                                                                                                          EliVTYP                                OC R E! V.RHS                                                                                      Ll!STSTAT cr'j jjcr'j cj jrrjjrcj jr jjjjjr'jjjjjjjjjjjjc jt jjjf jjjjjjjjcj cr'j jfjr jjjr W cjrr'jjrjr'fcj jjjr jjjfjjjr'jjjjj jr jjjjcj jjr! jj Cj jjjjjjjr'jjjjjjjjjjr'jjr'r'jcr'j cj jfjjjrjjjfjjjc jfjc jjjjrr'j jjjrcj jr'c jr'r jr jjjr'r'i'jjjrr'j jrcc% jj~~ jjjjjjjjjjjjrc rr jj jjjr'r jj jjjjjc jj jjjjjjjj 82Z-F013H                                  SAFETY RELXEF VALVE                                                                                                          PCZ89660                                    C                        100D                  PBOOAAZ 2!!SS<PSV121                                                                                                                                                                                          HARSH                                A B22-FD13F                                  SAFETY RELZEF VAL'VE                                                                                                          PC289680                                    C                        1000                  PSOOr"AT ZHSS jiPSVI 22                                                                                                                                                                                        HARS'H 0" Z-F0130                                SAFETY RELXEF VALVE                                                                                                          PC269560                                    C                        1000                  PSOOAAR ZHSSNPSV)23                                                                                                                                                                                          HARSH                                A BZc.-F013V                                SAFETY RELIEF VALVE                                                                                                          PCZ69560                                    C                        10CD                  PBCOABF 2l!SS jrPSV12%                                                                                                                                                                                        HARSH BZZ-F013S                                  SAFETY RELXEF VALVE                                                                                                            PC289660                                                            1DGD                  PSOOABD ZHSSccPSi j        j 25 B22-F013H                                  SAFETY RELIEF VAVLE                                                                                                            PCc.S9680"                                                          10GD                  PSOOAAX ZllSS~PSV126                                                                                                                                                                                          HARSH BZZ-F013H                                  SAFETY RELIEF VALVE                                                                                                            PC289580                                                            1000                  PGCOAAV ZHSSjcPSV127                                                                                                                                                                                          HARSH BZZ-F013B                                  SAFETY RELXEF VALVE                                                                                                            PCZ896SO                                                            100D                  PSOOAAP c.HSSj'PSV128                                                                                                                                                                                        HAR      'l BZZ-F013U                                  SAFETY RELIEF VALVE                                                                                                            PCc.89560                                                            1000                  PSOOABE c.HSSc      PSV129                                                                                                                                                                                    HARSH BZZ-F 013R                                SAFETY RELIEF VALVE                                                                                                            PC289660                                                            loCD                  PBOCABC 2! !SS<PSV~ 30                                                                                                                                                                                        HARSH B22-FD13J                                  SAFFTY RELXEF VALVE                                                                                                            PCZ69680                                                            10OD                  PSCO""H ZHSScrPSV131                                                                                                                                                                                        HARSH BZZ-F013G                                  SAFETY R LIEF VALVE                                                                                                            pc2695eo                                                            1OOD                  PGOOAAU ZHSSc'PSV132 BZZ-~013A                                  SAFETY RELIEF VALVE                                                                                                            PC209580                                                            1000                  PBOOAAO Zl!SScPSV133                                                                                                                                                                                        HARSH                                A 8" 2-F013N                                SAFETY RELIEF VALVE                                                                                                            PC269666                                                            10CD                  PSOOABA c.HSSrrPSV13%                                                                                                                                                                                        HARSH
 
0 NINE MILE POINT      - UHIT 2 DOCKET NUMBER      50-410                                              SYSTEM COMPONENT EVALUATION NORK SHEET              . PASE      1 OF      1 QUAL REF  I  C071MBF    REV 0                                                                                                              13-Dec-84
  ~                                                                                                                                                              ~
  ~                                                                                                                                                              ~
a  a a  a                          ENVIRONMENTAL COHDITIOHS AND QUALIFICATION a a                                                                                                                    a EQUIPMEHT DESCRIPTION        a a                                                                                                                    a a              a              I DOCUMENT REFERENCE          a a
a                                      e  a PARAMETER  i SPECIFIED    a  QUALIFIED  e                            a    QUAL      eMARGIHe    REMARKS a                                    a  a e                                                      e    VALUE      i    VALUE    I SPECIFIED e  QUALIFIED    a  METHOD    i DEMO  e a  a            a              a              a          a                a              a        a              a sEQUIP HO.s        2SFCwFTSBB        a  a            a              a              a          a                a              a        a              a sSPEC    NOas      C071M              saOP TIMEs        e  100 DAYS    e  655 DAYS    e    3
                                                                                                        '                eTEST  IDEHT l YES    e aSYSTEM:                              ''TEMP      (F)'    --- --      '    ----      '  ----    '    ----        '    - - - -  '    - -'  NOTE I eHA eNOTE e
a a
SPENT FUEL POOL CODLING            s es e
I    NORMAL ABNORMAL e120/108 e
al    HA      s'A ei 120 e1 ei e
1    I i'
2        eTEST-IDENT e
e TEST-IDENT l a
HA e
ee 2
e  TYPE:  (DESCRIPTIOH)              e  e    ACCIDENT e      175      a      303      s    1    s        2        )TEST-IDENT    e  YES  s l FLO)t TRANSMITTER                  ''PRESSlPSIG)'          -"--      '    " - - -  '  - -- -  '    - - - -    '    - - ""    '    - -'  NOTE 1 a
a                                      el      NORMAl. s    -0.25      l    ATMOS    l    I    l        2        lTEST-IDENT l      HA a
a                                    ls        ABNORMALe      HA      a      HA      l    1    I        2        aTEST"IDENT    a  HA  e lMAHUFACTURERs ROSEMOUNT              le      ACCIDENTe      2.8      e      55      s    I    I        2        e7EST-IDENT    s  YES  e I
e2 a
a                                      leRH lX)s          a              I              a          s                a              s        s  HOTE lMODEL NOa    s    1153              eea      NORMAL  e      50      e      95      i' l                aTES7-IDEH7    ea HA  l a
a                                      ss        ABHORMALl      N        l      NA      l    I    s      2        sTEST IDENT I      HA  e eSAFETY FUNCTION:                      al      ACCIDENTa      100      s      100      l    1    s        2        eTEST IDENT    s  HA  I s    TO MOHITOR SPENT FUEL POOL        ''RADIATION'          -----        '    - - - - '    ----    '    - ---      '    ----      '    - -'  NOTE 1 e  DISCHARGE FLOM                    eia  tiORtl GAMMAl    1.3E6      ei s    1    I        2        aTEST-IDENT    e  HA  e  NOTE 4 e2 a
a                                      ae    ACC GAMMA I      2 6E6      I              s    1    ei 2        aTEST-IDENT    e  YES  e  NOTE 4 eOP      CODEs      A                ee    NORM BETA I        NA      e es 1    s                e TEST-IDENT  eNA eNOTE e        e      3 a
a                                      sa    ACC BETA    a    1 ~ 3E7                    s    1    a      2        )TEST-IDENT l      HA  a  NOTE 3 a
a                                      le    HEUTROH    I      NA      a              s    1    e        2        e7EST-IDEHT    s  HA  a a                                                                                                    a                a e                                      taSPRAY            e      NA      e      YES      a                  2                        e  HA sACCURACY      ""  HDTE 5            eeSUBMERGENCEl            NA      l      HA      e a                a tN e  a s            SPECs  0.25X            a a a  a DEMDs  4.85X            a  a a                                      a  a a                                      a  a a  a t ZONE NO. s      SC289161          a  a lFLOOD LEVEL                          ls      DOCUMENT REFERENCEs                                      HOTESs  1 ~ FOR COMPLETE ENVIRONMENTAL    CONDITIONS,l ll    1. EQUIPMEHT QUALIFICATION ENVIROtiMENTAL DESIGN I      ELEVATIOHs HA
)ABOVE FLOOD ll CRITERIA, EQEDC-I,      REV  1,  MAY 2, 1984 '.HORNL              SEE THE DOCUMENT REFERENCED.
NX TEMPERATURES ARE SHONH AS l            LEVEL? NA                        2. VENDOR ENVIRONMENTAL        QUALIFICATIOH REPORT,                        DESIGN/AVERASE.
eABOVE SPRAY/                                      SDDF 0 IEEE    07. 131-5000A                                  3.UHI7 IS    COMPLETELY SEALED. THERE IS ilFRO'IH LEVEL?
a a
a  DOCUMENTATION NA ACCEPTABILITY:
a ae a              tLater)'RANSMITTER.
3 ~ EQUIPMEHT OPERABILITY TIME DATA SHEETs                            HO  EFFECT OF BETA RADIATIOH DN THE 4.VENDOR IRRADIATED THE TRANSMITTERS lACCEPTABLE 70 HUREG 0588,CATI        Ill                                                                            FOR COMBINED VALUE OF ACCIDENT AHD a
a                                                                                                                    HORMAL  RADIATION LEVELS.
e a                                                                                                                  S.SPEC ACCURACY INCLUDES OHLY THE a
a                                                                                                                      EFFECTS OF LINEARITY, HYSTERESIS AND a
REPEATAB ILI 7 Y.
eNIHT/SURVEILL          -  --          a a
a a
a a
a  a l        REFERENCEs    2                a  a a                                      a  a a                                      a  a sQUALIFIEO LIFE          - - "          a a a a a  a lYEARS) $ 10                a  a a  a ei REFERENCEs    2 a  a a  a a  a a  a a  a a  a                                                                                                                    a a  a                                                                                                                    a
 
~  g>>
NINE MILE PDINT DOCKET NUMBER sEGUIP HO.:
ISPEC HO,:
ISYSTEM:
                      -
QUAL REF 8 C071t(BG UNIT 2 50-410 EQUIPMENT DESCRIPT ION REV 0
                                    -I I 11 I I PARAMETER I SPECIFIED I I OP TIME'
                                    ''TEMP (F)'
I I
I VALUE 100 DAYS
                                                      -----
                                                                  >>
I I
I I
I
                                                                    '
SYSTEM COMPONENT EVALUATION NDRK SHEET ENVIRONMENTAL COHDITIOHS AHD QUALIFICATIOH QUALIFIED VALUE 655 DAYS
                                                                        - -- - '
I I
I I
I DOCUMENT REFEREt(CE I SPECIFIED 3
                                                                                    ----
I I
I I
                                                                                            '
QUALIFIED 2
                                                                                                  - "- -
I I
I I
QUAL METHOD I TEST
                                                                                                            '
PAGE IDENT OF
                                                                                                                  - - - " '
I I  YES I
IMARGINI a
I 1
DEMO I
                                                                                                                                - -'
I I
I 13-Dec-84 REMARKS NOTE 1
                                                                                                                                                    ~
I I
I I SPENT FUEL POOL COOLING            ss    NORMAL  I  104/89      I      120  I    I    I      2        ITEST-IDEHT  e    HA  I  HOTE 2 I                                          ABHORMALe      133      I    HA    I          I      2        ITEST-IDENT I      NA  I I                                    ee                                                1 I TYPE:  (DESCRIPTION)              se    ACCIDENTI      175      I    303    I I'          2        ITEST IDENT    I YES    I a  LEVEL TRANSMITTER                IIPRESS(PSIG)I    -----      'I  -----    I -----    I  -----        I
                                                                                                                -----      I  - - -I -  NOTE 1 I
I                                    al    NORMAL  I      0 25    I    ATMOS  I    I    I      2        iTEST IDENT I      HA  I I
I                                    II    ABNORMALI      NA      I    NA    I    1    I      2'TEST          IDEHT I  'NA  I IMANUFACTURERl ROSEMOUNT            ss    ACCIDENTe      2.8      I    55    I    1    a      2        ITEST-IDENT  I YES I
I                                    ''RH I I    (X)'    I              I            I          I              I            I        I  NOTE 1 I MODEL  HO.:    1153              al    NORMAL  I      50      I    95    I    I    I      2        )TEST IDENT  I  HA  s I                                                                                      I            2        ITEST IDENT I                                    sl    ABNORHALI      HA      I    NA    I          I                            a    NA  I ISAFE'TY FUNCTION)                  II    ACCIDEHTI      100      I      100  I    1    I      2        ITEST-IDENT I    HA  I I  TO MONITOR  SPENT'UEL    POOL  ''RADIATIOH'      -----        '    ----    '  --- -  '    - ---      '    - - - - '      - -'    NOTE I I  LEVEL                            ai  NORM GAMMA'I  I ~ BE3                I    I    I      2        ITEST IDEHT  I  HA  I  NOTE 4 I
I                                    ta ACC  GAMMA I    2.6E6      I            I    I    I      2        ITEST-IDENT    I YES    I  NOTE 4 (OP. CODEl        A                la  HORN BETA I      NA      I            I    1    I      2        ITEST IDEHT I    HA      NOTE I
I                                    ls  ACC BETA  I    1.3E7      I            I    I    I      2        ITEST-IDENT I      HA  s  NOTE 3 I
I                                  el  NEUTRON  I      HA      I            I    1    I      2        ITEST IDENT  e  HA I                                                                                            I              I I                                    IISPRAY        I      HA      I    YES    I                  2                      I  HA  I IACCURACY - -
I                I HOTE 5            IISUBMERGENCEI        NA      I    NA    I                                          s  HA  s I I                                                                                                              I SPEC:  0 '5X            I I                                                                                                              I I I                                                                ABNORMAL                                    I DEMO)  3. IX            I I                                                                                                              I I                                    I I                                                                                                              I I                                    II                                                                                                              I I I                                                                                                              I OZONE  HO.)      SC328187          I I                                                                                                              I (FLOOD LEVEL                        II    DOCUMENT REFEREHCE:                                NOTES'    ~ FOR COMPLETE EHVIROHMENTAL    CONDITIONS,I I    ELEVATIOtl: NA                ls  1. EGUIPMEHT QUALIFICATION EHVIRONMEHTAL DESIGN                  SEE THE DOCUMENT REFEREHCED.
IABOVE FLOOD                        se      CRITERIA, EQEDC-l, REV 1, MAY 2, 1984.                    2            TEMPERATURES ARE SHO)(H AS I          LEVEL? HA                I I 21 VEHDOR ENVIRONMENTAL QUALIFICATIOH REPORT)                    MAX DESIGN/AVERAGE.
IABOVE SPRAY/                                SDDF 0 IEEE 07. 131-5000A                                3.UHIT IS    COMPLETELY SEALED. THERE  IS iFROTH LEVEL?
s                  HA                el 3. EQUIPMEHT OPERABILITY TIME DATA SHEET)                          HO EFFECT  OF BETA  RADIATION ON THE I
I                                    I I            (Later)                                                TRANSMITTER.
I DOCUMENTATION ACCEPTABILITY)                                                                        4 ~ VENDOR IRRADIATED THE TRANSHITIERS IACCEPTABLE TO NUREG 0588,CATI                                                                            FOR COMBINED VALUE OF ACCIDENT AND I                                                                                                          NORMAL RADIATIOH LEVELS.
I I                                                                                                      5.SPEC ACCURACY INCLUDES ONLY THE I
I                                                                                                          EFFECTS OF LINEARITY) HYSTERESIS AND I
I                                                                                                          REPEATABILITY~
I IMAINI'/SURVEILI. -    "-
iREFEREHCE:
s                  2 I
I IQUALIFIED LIFE (YEARS)l 10 iREFEREHCEl 2 e
I I
 
NINE NILE POINT    -  UNIT 2 DOCKET NUNBER    50-410                                            SYSTEN CONPONENT EVALUATION MORK SHEET            PAGE      1 OF      1 QUAL REF 4 E015HAA            REV 0 10-Dec-84 ENVIRONMENTAL COHDITIONS AND QUALIFICATION EQUIPNENT DESCRIPT IOH I                                      II              I            I            I  DOCUNEHT REFERENCE I =-"==""="=""""=======""""===-"""="    I 'ARANETER i SPECIFIED        a  QUALIFIED                              I    QUAL    NARGIH  a  RENARKS I    VALUE    I    VALUE  a  SPECIFIED I QUALIFIED    I  NETHOD    I DENO I I                                                                ~                                              I ~          I        I                I IEQUIP  HO N1O I ~    2EPS4SMGOOI        11              I            I            I            I
                                    "                                                                                AN+DATA      YES      NOTE 3        I aSPEC  HO.)        E015H              I  IOP. TINE:    I 100 DAYS    I 100 DAYS  I      3      I      2      a              a      I ISYSTEN:                                asTENP    (F)'    -----      I  -----    a
                                                                                      -----      I
                                                                                                    - -- "-    I  -----      I  - - -I -  NOTE  I (EPS    SMGR) ENERGEHCY)      13 '  KVII      HORNAL  I  104/89    I  104/95  I      1      I      2      I  TEST SIN    I  HA  I  NOTE 2 I
I                                      II      ABNORNALI      NA      l48 HRS Q(26(      1      I      2      I  TEST-SIN    I  NA  I ITYPE) (DESCRIPTION)                    11      ACCIDEHTi      NA      I            I      I      I      2      I    HA      I  NA  I l15 KV) 1000      NVA NETAL CLAD        I'PRESS(PSIG)'        -""-    '    ----    '    ----    '    "- - -    '    ----      '  - -'    NOTE  1 ISMITCHGEAR                            11      NORNAL  I "0 '5    MG I    ATNOS    I    1      I      2
                                                                                                          '
I TEST  SIN  I  NA  I I
I                                      sl      ABHORNALI      HA      I      HA    I    I      I      2            HA      I  HA  I INANUFACTURERl BROMN-BOVERI            a  I    RCCIDEHTI      NA      I      NA    I    I      I      2      I    HA      I  NA  I I
I                                      aaRH    tX)'                  I            I            I              I              I      I  t(OTE  1 siNODEL  HO,l      HK-1000            Il      NORNAL  I    50      I      90    I    I      I      2      a  TEST SIN    I  NA  I I
ABNORNALI      NA      I      Hh
                                                                                    '            '              I    NA      I  NA I
ISAFETY FUNCTIOH:                      11      ACCIDENTI      HA      I      NA    t    1      I      2      I    HA      I  NA  I ITRIPPIHG      OF RCS PUNPS AHD NVP    1(RADIATION)    I
                                                          "          a            I        " " i              I              I        a  HOTE  I IPENETRATION PROTECTION                ts  NORN GANNha      I,BE3    I                  1      I      2      t    HA      I  HA I
I                                      Ia ACC GANIIA    I    2.2E4    I    1.0E5  I    I      I      2      I  TEST-SIN    s YES  I IOP. CODE)          A                  11  NORN BETA I      NA      I            I    I      I      2      t    NR      I  NR    I al  RCC BETA    I    NA      I            I    1      I      2      I    NA      I  NA I
I                                      lt  NEUTRON    I    HA                          I      t      2      I    NR      I  NA 1(SPRAY          I    NA      I            I            I              I    Hh      I  Hh IACCURACY      --                      saSUBNERGENCEt        HA      I            I                            s    NA      I  HA I
I I                                                                                                              I ii        SPEC:    NA                  II II                                                                                                                I DENO:    HA                  II                                                                                                                I II II I I                                                                                                                I IZONE NO.:          ABH24033            II                                                                                                                I IFLOOD LEVEL                            ll    DOCUMENT REFERENCEl                                  NOTES: 1.FOR CONPLETE ENVIRONNEHTAL CONDITIONS,a I    ELEVATION: HA                    II  1. EQUIPNENT QUALIFICRTION EHVIROHNENTAL DESIGH                  SEE THE DOCUNENT REFERENCED                a IRBOVE FLOOD                                    CRITERIA) EQEDC"I, REV 1) NAY 2) 1984 '                    ~ NORNAL TEMPERATURES ARE SHOMN AS LEVEL? NA                        2a  VENDOR ENVIROHNEHTAL    QUALIFICATION REPORT)                NAX DESIGN/AVERAGE.
IABOVE SPRAY/                          11      SDDF  N IEEE (.330-50003C                                3.BASED    OH THE ARRHEHIUS CURVES    IH REF I  FROTH LEVEL? HA                    ss  3. EQUIPNENT OPERABILITY TINE DATA SHEET:                        2 A(.L MATERIALS IH THE SMITCHGEAR    SHOMa I                                                                                                              QUALIFIED LIFE SUBSTANTIALLY LONGER        I I                                                        LTR I DOCUNENTATIOH    ACCEPTABILITY:                                                                            THAN  40 YEARS  t  100 DAYS AT AVERAGE      I IACCEPTABLE TO NUREG        0588,CATllll                                                                      TENPERATURE OF 95F TO MHICH THE SMGR IS QUALIFIED BY VENDOR. SIHCE HNP2 SMGR  IS OPERATED AT 89F, RATHER THAN 95F) AS QUALIFIED, ADDITIONAL ll                                                                    OPERATIOH TINE BEYOHD 100 DAYS POST" INAIHT/SURVEILL "        --                                                                                    ACCIDENT IS    AVAILRBL.
REFERENCEl    2                                                                                      4,VENDOR TESTED VAI.UE INCLUDES CONBIHED        I I                                                                                                              VALUE OF BOTH ACCIDENT AND HORNAL I
IQUALIFIED LIFE      "  --                                                                                    RADIATION VALUES~
I      (YEARS) l 40 REFERENCEl    2 11 I I I I II lsI I
I
 
0 e
 
NIHE NILE POINT                    - UNIT 2 DOCKET HUNGER                  50-410                                            SYSTEN CONPOHENT EVALUATION WORK SHEET            PAGE OF QUAL REF 4 E015HAB                      REV 0                                                                                                      10-Dec-84
~                                                                >>                                                                                                  ~
                                                                                                      'URL ENVIROHNENTAL CONDITIONS AND QUALIFICATION EQUIPNEHT DESCRIPT ION I                                                    II                I            I              I DOCUNENT REFERENCE
  '===== ========================'' PARANETER                            'PECIFIED 'UALIFIED                                                  'HARBIN'EHARKS I
I                                                                          VALUE    I    VALUE    I SPECIFIED I QUALIFIED I      NETHOD    I DENO I                I I I              I            I              I          I              I            I      I              I (EQUIP NO ~                '. 2EPS+SWG002        I I              I            I              I          I              I            I      I              I sSPEC    HO.:                    E015N              IIOP.TINE:        I 100 DAYS    I  100 DAYS    I    3    I      2        I  AHtDATA  a YES  I    NOTE  3 sSYSTEN:                                              IITENP  (FI:    I
                                                                          -----      I  -----      I --- --    I  -----        I -----      I
                                                                                                                                                - - -I -  NOTE  1 IEPS  -  SMGR) ENERGEHCY,                  13.8 KVII      NORNAL    I  104/89    I  104/95    I    1    I      2        I TEST-SIN  a  NA  a  NOTE 2 I
I                                                          ABNORNAL(          HA    148 HRS  Q(26(      I    (      2        I TEST-SIN  I  HA  I I TYPE:    (DESCRIPTIOHI                              11    ACCIDENT(          HR    I      -      (    1    I      2        I    HA      I  HA  I sl5 KV) 1000                    NVA NETAL CLAD        ''PRESS(PSIGII      -----      t  -----      '  ---"    '    "-- -      '  - ---    '  - -'    HOTE  1 I
ISWITCHGEAR                                          ss    HORNAL    I  -0 '5'G    I    ATNOS    a    I    I      2
                                                                                                                            '
I TEST-SIN  I  NA  I I                                                    II    ABHORNALI          NA    I    NA      I    1    I      2            NA      I  NA  I lNAHUFACTURERl BROWN-BOVERI                          II    ACCIDENTI          HA    a    HA      I      1    I      2        I    HA      I  NA  a I
I                                                    >>)))) IV) ~
I              I          I              I            I      I  NOTE INODEL    Ho,l                  HK-1000            11    NORNAL    I      50    s    90      I      1    I      2        I TEST SIN  I  HA  I I
I                                                    la    ABNORNALI          NA    I    HA      I      1    s      2        I    HA      I  HA  a ISAFETY                                              11    ACCIDEHTa          NA    I    HA      (      1    I      2        I    HA      I  NA  I FUNCTION'TRIPPING OF RCS PUNPS .AND NVP I aRADIATION~        I              I            I            t              I            I      I    NOTE  I IPENETRATION PROTECTION                              11  HORN GANNAI        1 'E3    I                    1    I      2        (    HR      I  HA  (
I I                                                    11  ACC GANNA    s    2.2Eh    I    1,0E5    I      I    s      2        I TEST-SIN  I YES  t    HOTE 4 IOP. CODE:                        A                  sa  HORN BETA    a      HA    I            s      1    I      2        I    HA      I  HA  I I
I                                                    la  ACC BETA    I      HA    I                    I    I      2        I    NA      I  NA  I I                                                                    '
I                                                    la NEUTRON                HA    I                    1    I      2        I    HA      t  HA  I I                                                                                                  I            I 1(SPRAY                                                                          NA I
IACCURACY                  --                        IISUBNERGEHCE(
I      NA HA I
I            I            I s
I    HA I
I HA HA  I                I I I SPEC:                NA                I I                                                                                                              I I I                                                                                                              I DENO:                HA                I I                                                                                                              I I                                                    I I                                                                                                              I I                                                    11                                                                                                              I I I                                                                                                              I aZOHE    HO.:                    ABH24033          I I                                                                                                              I IFLOOD LEVEL                                          ta    OOCUNEHT
 
==REFERENCE:==
NOTES: 1.FOR CONPLETE ENVIRONNENTAL CONDITIONS,I I      ELEVATIOHl HA                                II  1. EQUIPNENT QUALIFICATIOH ENVIRONNENTAL DESIGN                    SEE THE DOCUNENT REFERENCED, (ABOVE FLOOD                                                  CRITERIA)    EQEDC  1) REV I) NAY 2) 1984 ~                2.NORNAL TENPERATURES ARE SHOWN AS I            LEVEL? NA                                sl 2. VENDOR ENVIRONNEHTAL QUALIFICATIOH REPORT)                        NAX DESIGN/AVERAGE.
(ABOVE SPRAY/                                                SDDF  I  IEEE (.330-50003C                                  ABASED    OH THE RRRHEHIUS CURVES  IN REF I FROTH LEVEL? HA                  ACCEPTABILITY'1    la 3 ~ EQUIPNENT OPERABILITY        TINE DATA SHEETS                    2 ALL MATERIALS IH THE SWITCHGEAR SHOWI I
I                                                    II                LTR                                                    QUALIFIED LIFE SUBSTRHTIRLLY ).O(IGER  I I DOCUNEHTAT ION                                      la                                                                      THAH  40 YEARS  t 100 DAYS AT AVERAGE  t IACCEPTABLE TO HUREG                      0588)CATIlea                                                                        TENPERATURE OF 95F TO WHICH THE SMGR I
I                                                                                                                              IS QUALIFIED BY VENDOR. SINCE NNP2 I
I                                                    II                                                                      SMGR  IS OPERATED 'AT 89F) RATHER THAN  I I
I                                                    1(                                                                      95F,  AS QUALIFIED) RDDITIOHAL I
I                                                                                                                              OPERATION TINE BEYOND 100 DAYS POST-    I (HA  IHT/SURVE ILL                                  11                                                                      ACCIDENT  IS AVAILABLE REFEREHCE:                  2                  tl                                                                  4 ~ VENDOR TESTED VALUE INCLUDES CONBIHED I I
I IQUALIFIED LIFE                      -  --            I I I I VALUE OF BOTH ACCIDENT AND HORNAL RADIATIOH VALUES.                      I I I                                                                                                              I (YERRSI: 40                                11                                                                                                                I I I                                                                                                              I I     
 
==REFERENCE:==
2                I I                                                                                                              I I
)                                                    II                                                                                                                I I I I I II II I I I I
 
NINE NILE POINT    - UNIT 2 DOCKET HU)tBER    50-410                                        SYSTEM CO)tPONENT EVALUATION MORK SHEET            PAGE      1 OF      1 QUAL REF 4 E015NAC        REV 0                                                                                                    10-Dec-84
~                                                                                                                                                  ~
ENVIRONMENTAL COHDITIONS AHD QUALIFICATION EQUIPNENT DESCRIPTION I                                    II            I              I              I DOCUMENT REFERENCE      a            I        1 t==============================) ) PARA)tETER I SPECIFIED l QUALIFIED            s                              QUAL      atthRGIHI  REMARKS I
I                                                        VALUE    l    VALUE    I SPECIFIED l QUALIFIED l    METHOD    l  DEMO  l              I 11            I              I              I          I              I            I        I              I IEQUIP NO.:      2EPS<SM6003        I I            I              I              I          I              I            I        I              I eSPEC  NO.l      E015H              IlOP,TINE:    I 100 DAYS    I  100 DAYS    I    5    I      2      I  AN>DATA    I  YES  1  NOTE 3 lSYSTEN:                            IITEHP  (F)'                I              I          I              I
                                                                                                                    "      I        a  NOTE  I IEPS  -  SMGR) E)IERGEHCY)  13.8 KVII    NORMAL  I  104/88    I  104/95    I    1    I      2      I TEST-SIN    I  NA  I  NOTE 2 I
I l  ABNORMAL)      NA      l46  HRS  81261      I    I      2      1 TEST-SI)t  I  NA  I ITYPEt (DESCRIPTION)                ll    ACCIDENTI      NA      a
                                                                            -      I    1    I      2      a    HA      I  HA 115 KV, 1000 llVA ttETAL CLAD        ''PRESS(PS16)'      ----      '    ----      '    ----  '    ----      '  ----      '    - -'  NOTE  1 lSMITCHGEAR I
al    NORMAL  I -0 '5'6      I    ATMOS    l    1    I      2
                                                                                                        '
I TEST-SIN    l  NA  1 I                                    as    ABHORHAL)      HA      I      NA      I    1    I      2            HA      I  NA  I IHANUFACTURERl BROMH-BOVERI          sl    ACCIDEHTI      NA      I      NA      a    I    l      2      I    HA      I  Nh  I I
I I              I I
I I
I I            I I
e I
I I  NOTE tttODEL HO.:      HK-1000            II    NORMAL  I      50      s      90      1    1    I      2      I TEST-Sill  I  Nh  s I
I                                    11    ABNORHALI      NA      I      HA      l    1    s      2      I    HA      s  Hh  I ISAFETY FUHCTIONl                    a I  ACCIDENT)      HA      I      HA      I    1    I      2      I    NA      I  Hh  I aTRIPPING OF RCS PU))PS AND NVP      I IRADIATIOH'    --"- -      t
                                                                      - - - --    a
                                                                                    - -- ""  I
                                                                                                  - - -- -    l - -- --    a
                                                                                                                              - - -l - NOTE  I IPENETRATION PROTECTION            al  NORM GAMMA)    I,BEE    I                    1    I      2      I    Nh      l  Nh 2 'E4 I
I                                  ss  ACC 6AKHA  a              s    1  OE5    I    1    s      2      I TEST  Silt  I  YES  a  NOTE 4 lOP. CODEt        A                aa  NOR)l BETA I    HA      I                    1    l      2      l    Hh      l  Nh I
I                                  11  ACC BETA  a    NA      l                          I      2      I    HA      I  NA I
I                                  11  NEUTRON    a    HA      I              I    1    I      2      I    Hh      I  HA  I I
I                                    IISPRAY        I    Nh      I                          I              l    Hh          Hh IACCURACY    --                    saSUBHER6ENCEs        Hh I
I          I                  Nh I
s  NA  s              I II                                              <<                                                            I 1          SPEC:  HA                11                                                                                                            I I I                                                                                                            I DEMO:  Hh                I I                                                                                                            I I                                    I I                                                                                                            I I                                    II                                                                                                            I I I                                                                                                            I
)ZONE  HO.l      ABN24036          I I                                                                                                            I aFLOOD LEVEL                        ll    DOCUMENT REFEREHCE:                                  NOTES: 1.FOR COMPLETE ENVIRON)tENTAL CONDITIONS,I I    ELEVATION: tlA                ll  1. EQUIPNEHT QUALIFICATION ENVIRON))ENTAL DESIGH                SEE THE DOCUMENT REFERENCED IABOVE FLOOD                                CRITERIA) EQEDC-1) REV 1) HAY 2) 1984 ~                    2.NORMAL TEMPERATURES ARE SHOMN AS LEVEL? Nh                lt  2. VENDOR ENVIRON)tENTAL QUALIFICATION REPORT,                  MAX  DESIGN/AVERAGE.
)ABOVE SPRAY/                                SDDF 0 IEEE    1.550-50003C                                5.BASED  OH THE ARRHENIUS CURVES    IN REF I  FROTH LEVEL? HA                  sl 3. EQUIP)IENT OPERABILITY TINE        DATA SHEET!                  2 ALL MATERIALS IN THE SMITCH6EAR SHOMl I
I                                                    LTR                                                  QUALIFIED LIFE SUBSTANTIALLY LONGER      l I I IDOCUNENTATION ACCEPTABILITY:                                                                              THAN 40 YEARS + 100 DAYS AT AVERAGE
)ACCEPTABLE TO HUREG      0588)CATIlls                                                                    TEMPERATURE OF 95F TO MHICH THE SMGR    I la                                                                    IS QUALIFIED BY VENDDR, SINCE NHP2 I                                                                                                          SMGR IS OPERATED AT 89F) RATHER THAM    I Il                                                                    95F,  AS QUALIFIED, ADDITIONAL ll                                                                    OPERATION TINE BEYOND 100 DAYS POST-
)HAINT/SURVEILL -      --          I I ACCIDEHT    IS AVAILABLE.
I I    REFEREHCE:  2                                                                                    4.VENDOR TESTED VALUE INCLUDES COMBINED    I II VALUE OF BOTH ACCIDENT AND NORMAL lQUALIFIEO LIFE      -  --          la                                                                    RADIATIOH VALUES' II                                                                                                            I I        IYEARS)l 40
 
==REFERENCE:==
2                II                                                                                                            I I                                    II l
I                                    II                                                                                                            I I                                    II                                                                                                            I lt                                                                                                            I I I II
 
I
  'l
 
NINE NILE POINT        "  UNIT 2 DDCKET NUMBER        50-410                                            SYSTEN COMPONENT EVALUATION MDRK SHEET                PAGE      1 OF      1 QUAL REF      I E015HAD        REV 0                                                                                                            (0-Dec-84
~                                                                        I                                                                                        ~
ENVIRONMENTAL CONDITIOHS AND QUALIF ICAT IOH EQUIP)(ENT DESCRIPT IOH I                                          II                              I                I DOCUMENT REFERENCE        a l==============================a              a  PARAMETER I SPECIFIED    l QUALIFIED I                                I    QUAL    (NARGIH(      REMARKS l    VALUE    l    VALUE        l SPECIFIED    QUALIFIED        llETHOD  l  DEMO I I--------
a              a I Call Isis iEQUIP raeuar sail 1 Saue I HO ssnr  iiui hiss Cafu>u)IQVV'I      11 ss i
I      ~      I I
i I
i I
I I
                                                                                                                              ---------II    -    I
                                                                                                                                                            - -- --II aSPEC      HOil        E015N            'eOP1TINEl          l (00  DAYS  I 100 DAYS        I      3    I      2        I  AHtDATA  a  YES    I    NOTE 3        s (SYSTEl(:                                  ''TEMP    (F)'    - -"- -    '    -- - - '        ----    '    --"-      '    ----    '    - -'      HOTE  1 eEPS    -  SM6R, EMERGENCY,        13.8 KVI(      HORNAL'      104/88    I  104/95        l      1    a      2        I  TEST-SIN  a  NA    I    NOTE 2 I                                                                                                                          TEST-SIN I                                          11      ABNORMAL(      NA      l48  KRS (1(2(st        1    l      2        I            l  NA    I ITYPE: (DESCRIPTIOH)                      ll      ACCIDENT(      NA      l        -      l      1    I      2        I      KA    I  HA    I 1  15 KV, 1000 NVA NETAL CLAD              l(PRESSlPSIG)l      -----      1
                                                                              - - - - "      I -----    I  -----        I  ----"      t  - - -I -    NOTE  1 (SMITCHGEAR                                ls      KORNAL l    0125    M6 l    ATMOS        I      1    i      2        I TEST SIN    s  NA    I I
                                                                                                                      '
I                                          11      ABNORl(ALI    HA      I      NA        I      I    l      2              HA    I  HA    I lNANUFACTURER) BROMN-BOVERI                11      ACCIDENT(      HA      l      KA        I      1    I      2        a      HA    I  NA    I I
I                                          ''RH (X)'          -----      I  -----          '  ----    I  -----        '    - --- '      - -I -    NOTE 1 (NODEL      NO,l      NK-1000            la      NORNAL  I    50      t      90        I      I    l      2        l TEST-SIN    I  NA I
I                                          al      ABNORNALI      NA      I      HA      . I      1    I      2        i      KA    I  NA    I ISAFETY FUNCTION:                          tl      ACCIDENT(      HA      I      KA        I      1    l      2        I      HA      I  NA    l ITRIPPIH6        OF RCS PUNPS    AND NVP t (RADIATIONS      a
                                                                "- "- -    I  - -- --        I -----    I
                                                                                                            - - - --    a
                                                                                                                            --- --    I  - - -I -    NOTE  I lPENETRATION PROTECTION                    as    HORN GANNAa      1.863    I                I      1    l      2        I      HA      l  HA I                                          11    ACC 6ANNA l      2 2E4    I    1.0E5      I      1    e      2        I  TEST-SI)(  l YES    I    NOTE 4 lOP, CODEl            A                  aa    NORN BETA I      HA      I                I      1    I      2        a    HA      l  HA    I I
I                                          11    ACC BETA    t    NA      l                I      I    l      2        t      NA      I  NA I
I                                          11    NEUTRON    l    HA      I                a      1    I      2        a      HA      l  HA I                                                                                                                                          HA I                                          atSPRAY          s    NA      I                I          I              I      NA      a        I lACCURACY        -"                        t(SUB)(ERGENCE(        HA                        I          I                l    NA      a  NA    I II                                                                                                                      I l              SPEC:    NA                  11                                                                                                                      I I  I                                                                                                                    I I              DEl(0:  HA                  I  I                                                                                                                    I I                                          I  I                                                                                                                    I I                                          I  I                                                                                                                    I I  I                                                                                                                    I (LONE      HO.l        ABN24036            I  I                                                                                                                    I (FLOOD LEVEL                              ls    DOCU)(ENT
 
==REFERENCE:==
NOTES!  1.FOR CONPLETE ENVIRONNENTAL COHDITIOKS,I I      ELEVATION: NA                      ll    1. EQUIPNENT QUALIFICATIOH ENVIRONNEHTAL DES16N                  ,    SEE THE DOCUMENT REFERENCED.
(ABOVE FLOOD                                        CRITERIA)  EQEDC 1) REV    1 )  NAY  2) 1984 ~              2.NORNAL TEMPERATURES ARE SHOMH AS l            LEVEL? HA                    aa  2. VENDOR ENVIRONMENTAL    QUALIFICATION REPORT,                    NAX DESI6N/AVERAGE:
IABOVE SPRAY/                              iiii    SDDF  I IEEE 1.330-50003C                                      3,BASED    ON THE ARRHENIUS CURVES    IN REF s  FROTH LEVEL? HA                                  EQUIPMENT OPERARILITY TINE DATA SHEET:                            2 ALL NATERIALS IH THE SMITCHGEAR SHOM(
LTR                                                      QUALIFIED LIFE SUBSTANTIALLY LONGER          s IDOCUNEHTATION ACCEPTABILITY'                i                                                                        THAN  40 YEARS  i  100 DAYS AT AVERAGE        I (ACCEPTABLE TO KUREG          0588,CATllas                                                                            TENPERATURE OF 95F TO MHICH THE SMGR IS QUALIFIED  BY VENDOR. SINCE KNP2 SM6R  IS OPERATED AT    89F, RATHER THAN II                                                                        95F) AS QUALIFIED) ADDITIOHAL OPERATION TINE BEYOND 100 DAYS POST-tNAIHT/SURVEILL "          --              II                                                                        ACCIDENT IS AVAILABLE.                        I I     
 
==REFERENCE:==
2                                                                                            41VEHDOR TESTED VALUE INCLUDES CONBINED I VALUE OF BOTH ACCIDENT AND NORNAL lQUALIFIED LIFE          -  --                                                                                        RADIATION VALUES~
I I I          (YEARS) l 40                    1 1 I I REFEREHCEl      2                  11 I                                          I I I                                          I I I                                              I I                                          (
I I I I lt                                                                                                                      I
 
~
t I
I
(
I HlHE MILE PDIHT
  -
DOCKET NUMBER
  <<<<I<<I (EQUIP HO :
LSPEC aSYSTEMl a
HO,:
HUCLEAR BOILER
                          -
QUAL REF 0 PBOOABQ g
UHIT 2 50-410 EQUIPMEHT DESCRIPT IOH ccaios  ae      Rsc B22-N073C
                                <<0  5$
REV 0 jg Il
                                          <It Ie
                                                      <<>>
slOP ~ TIMEc LITEMP (F) sl      NORMAL
                                                          ~
I
                                                                <<al
                                                                <<p PARAMETER I SPECIFIED VALUE I 100 DAYS I
I    85 I
I s
I
                                                                                '
I QUALIFIED I I    VALUE 100 DAYS I SEE HOTES I
I s
I I
                                                                                              <<<<5 SYSTEN COMPONENT EVALUATION HORK SHEET ENVIRONMENTAL CONDITIONS AHD QUALIFICATION DOCUMENT REFERENCE SPECIFIED I QUALIFIED I 3
1 I
I t
I 2
2 t
I I
QUAL METHOD I AN t I TEST-SIM PAGE OF I
DATA I YES I
I  HA
                                                                                                                                            <<s 1
1 tNRRBIHI I DEMO I 1
I<
I I
N 20-Dec-84.
REMARKS NOTE NOTE I
2 Ral zs
                                                                                                                                                                  >>~
I ls      ABHORMALL      87    I SEE NOTES  I      1    i    2        I TEST  SIN    I  HA  I    NOTE 5 (TYPE) (DESCRIPTIOH)                      ea      ACCIDEHTI      200    I      318  I      I    I    2        s TEST SIM      a  YES I    LEVEL TRANSNITTER                    ssPRESS(PSIG)I      -----      I  --"--    I  -----    I -----        I """--        I  - - -I -    NOTE  1 II      HORMAL    a  AT)LOS  a    ATMOS  I      I    I    2        a TEST"SIN      I    HA  I as      ABHORMALI    ATMOS    I  SEE BELON I      1    I    2        I    HA        I  HA  I
)MANUFACTURER: RDSEMDUHT                  ls      ACCIDENT)      2,8    I      63  I      1    a    2        I TEST-SIM      I  YES  I I'RH (X)'          - "---    I  "- ""- '        ---"I "-"--            '  ""--        I
                                                                                                                                        - - -I -    NOTE  I IMDDEL HO.:          11536,              II      NORMAL    I    50    I SEE BELOH I        1    t    2        I    HA        I  HA  I ta      ABNORNALI      50    I SEE BELON I        1    I    2        I    HA        a  HA  a ISRFETY FUNCTIONS I    REACTOR l(ATER      LEVEL-et      ACCIDEHTt slRADIATIOH'        --""- ----- ----- -->>-" ---"-
100    I STERN/100 I
I L
1    I t
2        I TEST SIM I
                                                                                                                                '
I= HA I  ---s I
                                                                                                                                                -  HOlE  I a    SAFEGUARDS ACTUATIOH                  ts  HORN GANMAI      7.7E5    tIHCL BELOH  s      I    I    2        a    HA            HR  I 2 'E7 tOP. CODEl            A Iia ACC GAMMA I II  HORN BETA    ,'A 2.6E6    I I SHIELDED I
t I
I I
I 2
2 I
(
TEST-SIN HA I YES l
I'A HA I
I I
I I                                          II II ACC BETA HEUTROH I(SPRAY a
L I 6E7 HA HA I SHIELDED iHA l
I I'
1    I t
2 2
I I
I NA HA
                                                                                                                          )IA
                                                                                                                                ''A      HA I
I            I      HA  I            I                              I        I IRCCURACY        "-    (NOTE  4)          IISUBMERGEHCEI          HA    I      HA  I                            I    HA        I  HA  I a            SPEC;    >/-  BX            I I ==                                                                                                                  I DEMOl    =<  t/-  GX I
I                                          II                                                                                                                      I I I                                                                                                                    I (ZONE      Ho.l        SC261145            II                                                                                                                      I IFLOOD LEVEL                                II    DDCUMEHT  REFEREHCE'OTES:                                  1 ~ FOR COMPLETE ENVIRONMENTAL        CONDITIONS)I I      ELEVATIOH; HA                      lt  1  EQUIPMEHT QUALIFICRTIOH EHVIRONNEHTAL DESIGN                  SEE THE DOCUMENT REFERENCED.                    a
)ABOVE FLDOD                                It      CRITERIAI EQEDC-Ir REV Is MRY 2s 1984.                    2.NORMAL TEMPERATURES ARE SHONH AS                  I ie LEVEL'? HA                    II 2    VEHDOR ENVIRONMENTAL QUALIFICRTIOH REPORTs                    MAX  DESIGN/AVERA6E.
IABOVE SPRAY/                              Ie      SDDF 5                                                    3.QURLIFICATIDH DOCUMEHTATIOH IH                    I I    FROTH LEVEL'?HA                      1(3      EQUIPMEHT OPERABILITY TIME DATA      SHEET'ROGRESS.                      SCHEDULED PUBLICATION t                                                                                                                  IS FEBRUARY, 1985.
iDOCUMEHTATION ACCEPTABILITY' e                                                                                                              4,THE    ACCURACY IS EXPRESSED        AS' HUREG  0588,CAT                                                                            PERCENTAGE OF THE UPPER RANGE DF I QUALIF I CAT IOH    IN  PROGRESS                                                                              THE DEVICE AHD FOR THE MOST        LINITIHB II l(NOTE 3)                                  II                                                                    CONTRIBUtOR    (I.e.',RRDIATIOH)    TO I
I                                          II                                                                    IHACCURACY.      VERIF I CAT ION OF              a (I                                                                    ACCEPTRBILITY OF DEVICE APPLICATIOH IMAIHT/SURVEILL -          --              t a  HOTESc  (CONTINUED)                                              MILL BE, COVERED      UNDER A SEPARATE I
a
 
==REFERENCE:==
LATER                sl          5.NORMAL RHD ABNORMAL TEMPERATURES                        PROGRAM'USIHB THE PROPOSED METHODS OF I I
lsi                                                                    THE LICEHSIH6 REVIEH GROUP        ll  (LRG"ll)e I
sQUALIFIED LIFE        -  --              sa ARE SIMULATED BY ACCELERATED AGING AS DOCUNENTED  IH REFERENCE 2  ~                      SETPOIHT NETHODOL06Y PR06RAN. THE RE-            a (YEARS)t LATER                  ll                                                                    SUL.TS OF  THIS SEPARATE PROBRAN HILL BEI II REFEREHCE:                          I I                                                                    ISSUED PEHDIHG HRC(IC6B) APPROVAL OF' I                                          II I                                          I I                                                                    THE LR6 SETPOIHT.                                I I                                          I I I                                          11 I I                                                                                                                    I I I                                                                                                                    I ll
 
NINE NILE POINT            -  UNIT 2 DOCKET NUHBER          50-410                                                      SYSTEM COHPOHEHT EVALUATION MURK SHEET              PAGE      I OF      I QUAL REF a PBOOAEX              REV 0                                                                                                                        20-Dec-84
    ~                                                                                        << >>                <<                                                    << <<            ~
ENVIRONNENTAL CDHDITIOHS AND QUALIFICATION                                                    s s            EQUIPHEHT DESCRIPTION              al' I DOCUHENT REFERENCE        s              s          s l==============================as PARAHETER                          (  SPECIFIED      a  QUALIFIED I                            e    QUAL    IHARGIHI          REHARKS      e a      VALUE      s    VALUE  a SPECIFIED  a  QUALIFIED  s    HETHOD    I DEHO I                        s s
EQee 1 as Qessea    ash aen  . Ne e.nnlA C41 F004h s
ss s    -      -  s s
                                                                                -        --s -
s s
s s
s
                                                                                                                                    -  s s
s s
s s
s s
ISPEC HO.:              21A9370AB            llOP.TINEA'                1  HOUR      I SEE NOTES  I    3      I      2      ITEST-IDENT I YES        'OTE        3 ISYSTEN:                                        ssTENP      (F):    I  -----        a
                                                                                                "- - "-    I
                                                                                                            -----      a
                                                                                                                            -----      s
                                                                                                                                            -----      e
                                                                                                                                                          --    -e    -  NOTE I s    STANDBY        LIQUID    CONTROL        ea        HORHAL    a        103      s  SEE HOTES  a    1      I      2      I      HA      a  NA    I s                                              ls        ABHORHALs            141      s  SEE NOTES  I    I      s      2      I      KA      I  NA    a      HOTE 4      s aTYPEl        (DESCRIPTION)                    I    a    ACCIDENT  as 175      s'00          I    1      ss 2      (TEST-IDENT aYESs as a    CONTROL VALVE (EXPLOSIVE)                l(PRESS(PS(6)        I
                                                                              -----          a
                                                                                                - - -- -  I
                                                                                                            -----      a
                                                                                                                            -----      5
                                                                                                                                            - -- --    a
                                                                                                                                                          --    -a    -  NOTE I s                                              al        KDRHAL    I      ATHOS      I      HA    s    I      I      2        s    HA      s  HA    I s                                              al        ABHORHAL(          ATHOS      I      KA    a    1      a      2      a      HA      s  NA    I                    s IHANUFACTURERl COHAX CORP                    s s        ACCIDENT(          2 8      a    16 5    (    1      a      2      e  TEST IDENT  e  YES                          s I IRH      (X)'          - --- -      (
                                                                                                -----      '  ----    '      ----    I
                                                                                                                                            -----      I
                                                                                                                                                          - - -I -        NOTE 1 s
IHODEL      NO.:        1832-159-01  (VE)es          NORMAL    a        50        a      HA    a    I      a      2      s      HA      s  HA    e s
I    1532-159-01        (REPLACEHENT    KIT)  s s      ABHORNA(.a          90      e      NA    I    I    a        2      I      NA      a  HA aSAFETY FUNCTION:                - --          I  a    ACCIDEHTI            100    e      100    I    1    I        2      e  TEST-IDENT I YES      a s    SLC INJECTION VALVE                      ''RADIATIOH'              - ---- '            ----    '  ----    '      ----    '    ---- '        - -'          NOTE I s                                              se      HORN 6AHNAI          4.9E4    I  SEE BELOM I      1    I        2      a      NA      a  NA    a                    s II      ACC GAHHA I        l. 19E4    I      4. IE5  I    I    I        2      ITEST-IDENT    I  YES    I      HOTE 5 II s>>
sOP      CODE:          A                            HORN BETA    a        NA      s  SEE ABOVE I      I    s        2      I      NA      s  HA    s                    s aa      ACC BETA      I      1.2E5    I  SEE ABOVE  a    I    I        2      a      HA      e  HA ai      NEUTRON      a        HA      s      HA    I    1    I        2      (      HA      s  NA    a s
sACCURACY          --
cess:n SPEC  ~
                            ~
Mes Nh I(SPRAY IISUBHERGENCEa s
s    s a        KA HA s
s KA KA I
I s
I    -          'A s      HA      I e
NA HA    I s
s s    s                                                                                                                            s DEHO:    HA s                                              s s                                                                                                                                e s                                              s s                                                                                                                                s
    >ZONE        NO.t        SC28'9155 aFLOOD LEVEL                                    la        DOCUHENT
 
==REFERENCE:==
NDTES: 1.FOR COHPLETE EHVIROHNEHTAL CONDITIOHS,I ELEVATIOH: NA                        ls      I,  EQUIPHENT QUALIFICATION ENVIRONNENTAL DESIGN                        SEE THE DOCUHENT REFERENCED.
IABDVE FLOOD                                    ea          CRITERIA, EQEDC-I, REV 1, NAY 2, 1984.                            2.HAINTEKANCE REQUIREHEHTS IN ORDER s                LEVEL? HA                    s s      2. VENDOR ENVIRONHEKTAL QUALIFICATION REPORT)                            TO    NAINTAIH QUALIFIED LIFE( REPLACE          I aABOVE SPRAY/                                  II          SDDF  I    (6E HEDC-30713)                                        PRIHER/TRI66ER ASSEHBLY AHD INLET s      FROTH LEVEL?NA                          la 3. EQUIPHENT OPERABILITY TIHE DATA SHEET:                                    FITTIH6    EVERY 3 YEARS, s s                                                                            3.THE VALVE SELF-ACTUATED AFTER 34 HIH aDOCUHEHTATION              ACCEPTABILITY'l                                                                                      OF EXPOSURE TO DESIGN          BASIS LOCA  COND I IACCEPTABLE TO NURE6                0588,CATII I I                                                                              AND DENOHSTRATED THE        OPERABILITY OF s    PER NEDE          24326-I-P              Ie                                                                                EXPLOSIVE CHARGE IN ITS END-OF-LIFE s s                                                                              CONDITIOH. THE PRESSURE BUILD-UP IH sHAINT/SURVEILL -                  NDTE 2 55'EHPERATURES I
le s                                                                            UNVEHTED CHARGEe DUE TO AGING AND H16HI OF THE INCREASES THE VOLATILITY s EXPLOSIVE AND RAISES THE              a a        REFEREHCE:        2                  IIHOTES: (CONTINUED)                                                              PROBABILITY FOR IHADVERTENT SELF-ACT-            s s                                              es              5,THE SPECIFIED VALUE REPRESENTS              10X                UAT ION. SELF-ACTUATIOH OPENS THE IQUALIFIED LIFE                - --              li                OF THE      1  HOUR TOTAL INTEGRATED                          VALVE IS A CHAN6E IN THE SAFE a              (YEARS): 40 YEARS(NOTE 2)        s 5                DOSE FOR DESIGN          BASIS LOCA CONDITIONS, 'IRECTION,
 
==REFERENCE:==
2                                                                                                  4.NORMAL AHD ABHORHAL TEHPERATURES TO O                                                  la                                                                                MHICH THE EQUIPNENT IS SUBJECTED MERE SIHULATED BY ACCELERATED AGING AS DOCUHEHTED    IH REFEREKCE 2.
a I
s s                                              s    s s                                              s    s
 
NINE NILE POINT      -  UHIT 2 DDCKET NUMBER    50-410                                                  SYSTEM COMPONENT EVALUATION MORK SHEET              PA6E OF      1 QUAL REF 4 PBOOAFN          REV 0                                                                                                                20-Oec-84
                                                                                                                                                                            '
              >>
I ENVIROMHEHTAL CONDITIONS AND QUALIF        I CATION EQUIPMENT DESCRIPT IOH 11                I                              l DOCUMENT REFERENCE          a            I          I                I
                                              >t    t PARAMETER,( SPECIFIED l QUALIFIED            I                                QUAL      lHARGIN(      REMARKS      si s EQUIP NO. t      C51-K001A la I>>>>
I I
I
                                                                      >>>>
VALUE      I I
I VALUE I
I l SPECIFIED  l QUALIFIED I
I
                                                                                                                    "'
a I
I METHOD    l I
I DEMO t I>>>>
I                I I
aSPEC    NO )      112C2276            I  (OP.TIHEl      l      NA        I    HA      1      3      I                (  FHEA      s  NA (SYSTEMS                                  s(TEMP    (F)'                  I              s            l                t  "        I        s  NOTE  1 HEUTROH MONITORING                          NORMAL    l      90      l      NA      l      1    l      2        l    NA      l  NA    l  NOTE 2 I
I                                        sl      ABNORHALI        96      t      NA      I      I      I      2        I    HA      l  HA    'I a TYPE)    (DESCRIPTIOH)                  sl      ACCIDENTt        175    l      NA      t      1      I      2        I    HA      a  HA    I I    PULSE PREAMPLIFIER                  l  IPRESS(PS(6)l    -----        I  -----      '    ----    '    ""- - '        ----    I  - - -I -    NOTE  I I
I                                        sl      HORHAL    I    ATHOS      I      HA      I      1    I      2        (    NA      I  HA I
I                                        11      ABNORt(ALl    ATHOS      I      NA      1      I    a      2        I    HA      l  HA aHANUFACTURER: GE                        st      ACCIDENT(        2 8      I      NA      l      1    t      2        I    NA I
I                                        1(RH    (X)l    I                I
                                                                                            "      I            t                a            (        l    NOTE  I IHODEL NO :        (12C2276            ll      NORMAL    a      50      l      NA      I      1    I      2        I    NA      I  HA I
I                                        11      ABNORHALI        90      l      HA      l                    2        I 1    l                      HA      i  t(A  I ISAFETY FUNCTION:                        <<l      ACCIDENT(        100      I      HA      (      1    I      2        I    HA      l  HA    I I
          "
HO SAFETY FUNCTION                l(RADIATION: I        - - - --    (
                                                                                        --  -'- - - - - -
t          " l  -----        l  - -- "-    t  - - -l -    NOTE  I I
I                                        el HORH GAHHAI          3.6E5    e      HA    I      1    l      2        l    HA      l  NA    I I
I                                        si ACC GAHHA I          1  7E7  I      HA    I      1    l      2        i    HA      i  NA (OP ~ CODEI          C  (REF 2)          tt    HORN BETA I        NA      s      HA  =
l      1    i      2        i    NA      I  NA    e tl                        'E6 O                      --
aa ACC BETA HEUTRON taSPRAY I
I
(
6 HA NA a
I I
HA HA HA I
I I
I l
l 2
2 I
I I
HA HA MA I
I I
NA HA HA I
I IACCURACY                                taSUBHERGENCEl            NA      I      HA    (                                    NA      I  HA I            SPECs  MA II I I
                                                          >>                                                                    >>                              --          I I
I I I            DEHOl  HA                  II                                                                                                                        I I                                        I I I                                        I I                                                                                                                        I I
I I (ZONE NO.:            SC240135            I I                                                                                                                        I I
siFLOOD LEVEL                            11      DOCUHENT
 
==REFERENCE:==
MOTES:  1,FOR COMPLETE ENVIRONMENTAL CONDITIONS,I s      ELEVATION'A                      aa    l. EQUIPMENT QUALIFICATION ENVIRONMENTAL DESI6N                      SEE THE DOCUMENT REFERENCED.
(ABOVE FLOOD                              11        CRITERIA, EQEDC"1, REV 1, HAY 2, 1984.                          2.NORMAL TEMPERATURES ARE SHOMH AS LEVEL? HA                  I I 2~    VENDOR ENVIRONMENTAL QUALIFICATION REPORT,                        HAX DESI6H/AVERAGE.
tABOVE SPRAY/                              ts        SDDF  I        (6E HEDC-30422)
I    FROTH LEVEL?HA                                  EQUIPHEHT OPERABILITY TIHE DATA SHEETl I                                          I I I                                          I I IDOCUHENTATIOH ACCEPTABILITY:              lii lACCEPTABLE TO NURE6            0588,CATII II II II a    PER HEDE    24326 I  P            11 I
I I
I I
I lHAINT/SURVEILL -          --
 
==REFERENCE:==
II HA                  II I                                          I I I
IQUALIFIED LIFE            - --            11 II 11 I I (YERRS): NA                  II O si I
REFEREHCEl I
I I
I I
II I
I I
I I
II II
 
HIHE MILE POINT    - UHIT 2 DOCKET NUMBER    50-410                                              SYSTEM CONPOHEHT EVALUATION WDRK SHEET                    PAGE      1 OF      I QUAL REF 4 P800AJX        REV  0                                                                                                                  20-Dec-84
~
t                                  See        <<t  5<<                                >>                                    >                      ~                ~
                                                                                                                                                                    ~
ENVIRDNMENTAL CONDITIOHS AND QUALIFICAT(ON s s s s EQUIPMENT DESCRIPTION s                s I                                              t DOCUMEHT REFERENCE          s s
s                                  >>tl        PARAMETER I SPECIFIED    s  QUALIFIED I                                a      QUAL      IMAR61Ns        REMARKS tt
                                                            ---s- - a-c -I ----s ----s->>- --"-- s----s------
s    VALUE    I    VALUE      a  SPECIFIED  t  QUALIFIED  a    METHOD      (  DEMO  s                s a"
lEQUIP    HO  l  E22-N055C ss i s 1-a->>-- -  s s
s                s              s              s                s                          s s
lSPEC HO.:        184C4775            i sOP TIME'          24  HR    (    50 DAY      a      3      a      2      e  TEST IDENT    (  YES,  s s              s                s              s              s                a          s (SYSTEM:            H16H PRESSURE      ssTEMp (F)(                                                                                                      NOTE s                  CORE SPRAY                  t(ORMAL  I    85      l SEE NOTES l          1      I      2      lTEST-IDENT l        HA    I    NOTE 2 s
s                                              ABHORMALl      104      a  SEE NOTES    (      I      l      2      (TEST"IDENT I        HA    I    NOTE 4 (TYPES'DESCRIPTION)                    la      ACCIDENTl      175      a      290      I      I      t      2      aTEST-IDEHT      s  YES    a I    LEVEL TRANSMITTER                  ''PRESS(PS(6)(      -----      '    -- --      '    ---"      '    ---"    '        ----    '    - -'      NOTE I s
s                                      H      NORHAL    I  ATMOS    l SEE    BELOW  s      1      I      2      I    , HA '        HA    s I                                      tt      ABNORMAL(    ATMOS    t SEE BELOW I          I        I      2      s      HA      I  HA (MANUFACTURERS 6OULD,      IHC,        ts      ACCIDEHTs      2.8      l      17 '      s      1        s      2      aTEST IDENT I              I s
s                                      t  tRH  (X)'        "- -  -"  '      ---"      (
                                                                                            --- "-      I
                                                                                                            -"---      '      ----    '    -  "a  - NOTE  1 aMDDEL    NO.:    PD3218              as      NORMAL    I    50      ,s  SEE BELOW    s      I        (      2      I        H(}    I  HA    a a(      ABHDRHALl      90        i SEE BELOW l          1        s      2      i        NA      I  NA    l aSAFETY FUNCTION;                      ts      ACCIDENTI      100            100      a    I        I      2      aTEST"IDENT      t  HA    s
                                                                                                                                              - -'
s s    HIGH SUPPRESSIOH    POOL          ''RADIATION'        -----      '    ---"      '    ----      '    ---"      '      -"--    '              NOTE  t a      LEVEL                          t(    NORM GAMHAt    1. (E7    i SEE    BELOW I      I        I      2      I        NA      I  HA    a s
s                                      (i    ACC GAMMA I    9 0E6      a  5 35E7      I    1        s      2      aTEST IDENT I sOP. CODE:      A                    al    NORM BETA  a    HA        s  SHIELDED      s    I        i      2      a        HA      s  HA    a s
s                                      la ACC BETA      I  la2E7      s  SHIELDED      a    1        s      2      a        NA      I          a s
s                                      la    HEUTROH    I    HA        s      NA        a    I        a      2      a      NA      I          a s
tsSPRAY          I    NA              HA                                              NA      I  HA    s
                --                                                        a                a                            a s
(ACCURACY                              asSUBMERGEHCEa        HA        I      NA        I              s                      HA      t  HA    I SPEC:  +/- 6.8 'H20        ll s 0
s          DEMO:  ( +/- 6.8 'H20 s                                      a  s s                                      s  s s s (ZONE NO    l    SC175105            as aFLOOD LEVEL                            sa    DOCUMEHT REFERENCE)                                        NOTES: I.FOR COHPLETE ENVIRONMENTAL COHDITIONSst l      ELEVATIOHl NA                    at 1. EQUIPMENT QUALIFICATION ENVIRONMENTAL DES16N                          SEE THE DOCUMENT REFERENCED.
aABOVE FLOOD                            aa        CRITERIA, EQEDC-l,  REV    1,  MAY 2, 1984.                  2.HORHAL TEMPERATURES ARE SHOWH AS LEVEL? HA                  ls 2. VENDOR ENVIRONMENTAL QUALIFICATION REPORT,                        MAX DESIGN/AVERAGE.
aABOVE SPRAY/                          tl        SDDF 4                                                          3,QUALIFICATION DOCUMENTATION FROTH LEVEL?HA                    lt 3      EQUIPMEt(T OPERABILITY TIME DATA SHEETS                            IH PROGRESS.      SCHEDULED PUBLICATION a
s                                                                                                                    IS FEBRUARY) 1985, (DDCUMEHTATIOH ACCEPTABILITY:          tt                                                                        4.NORMAL AND ABNORMAL TEMPERATURES HUREG  0588 CAT Illt                                                                            ARE SIMULATED BY ACCELERATED A61HG lQUALIFICATION IH PROGRESS s  e AS DOCUMENTED      IN REFERENCE 2.
s  a (HOTE  3)                        as s                                      s s s                                      s s e                                      s  s s
(MAIHT/SURVEILL -      --              as
                                        \
s s
s s s s      REFEREHCE:  HA                  s s s                                      s  I s
sQUALIFIED LIFE      -  --              as s s s s s s lYEARS): 15 YEARS              s  I s
s     
 
==REFERENCE:==
2                      I s  s a  s s s s s s  s s  s s                                                                                                                            s I                                                                                                                          s
 
NINE NILE POIHT      - UNIT 2 DOCKET NU)(BER    50-410                                                  SYSTE)( CO)(PONENT EVALUATION MORK SHEET          PAGE      1 OF      1 QUAL REF  I PGOOAOM      REV 0                                                                                                                  20-Oec-84
~  IS ENVIROHHENTAL COHDITIOHS AND QUALIFICATIOH EQUIPHEHT DESCRIPT(OH          I I          I        I al                      l            ai l  DOCUNENT REFERENCE        I          I        I
                                    =l t  PARANETER            l SPECIFIED l QUALIFIED I                                      QUAL    tt(ARGIHt      REKARKS I
I                                                                  VALUE    1      VALUE    I SPECIFIED  1  QUALIFIED I    HETHOD    I  DEl(O  a IEQUIP HO.:        E31-N092          II          -      -  I            I  <<          I      << <<  I      <<>>      I          I lSPEC  HO  )      163C1563        a(OP,TI)(E:              I    NA      s        NA      s    3    l      2          AH4DATA  l,  NA ISYSTEHl                            '(TE)(P                                                                          - '    ----    t  " - -t -
I NOTE  I i1 (F)'t I    LEAKAGE DETECTION                      NORHAL            t    85      s  SEE NOTES I,      1    l      2            NA    1    NA  l    NOTE 2 I
I                                    la    ABHOR)(AL(              104    I SEE HOTES    a            l      2        I    HA    t    NA  t    NOTE 3 (TYPEE    (DESCRIPTIOH)              la    ACCIDENTI              200            >200    I                  2          AN~DATA      YES    I I    PRESSURE  TRANSMITTER        I'PRESSlPSIG) '                - "- -
a
                                                                            '      - -- -  '
1
                                                                                                  ----
(
                                                                                                          '    - --      I I
1 I        a    NOTE  1 I
I                                    aa    NORNAL            1    AT)(OS  I        HA      a    1    a      2        I    NA    a    NA  a I
I                                            ABHORNAU                HA      I        NA    I      1    1      2        I    NA    I    NA  a atlAHUFACTURER'OSEt(OUNT              I I    ACCIDENT)              2.8    a        NA      I    1    I      2            NA    I    NA I
I                                    ''RH    (X)'l NOTE  I l tlODEL NO.:        (151                    NOR)(AL          1    50      l        NA    I      1    t      2        I    NA    I    NA  ai I
I                                    sa      ABNORNALi              90      t        HA    I      1    a      2        a    NA    I    NA tSAFETY FUNCTION:                    II      ACCIDENT I              100    a        100    I      1    I      2        I AN)DATA  l    NA  t PRESSURE  INTEGRITY/Cl.ASS    'RADIATIOH'                            I              I                                                        NOTE  1 lE ASSOCIATED                  as  NDRH GAHHA(              1,1ES    lit(CL    BELOM l      I    a      2        l    NA    t    NA I
tt  ACC GANNA            s    2a3E7    s      l<3EB    I      1    t      2        I AN>DATA  t  YES    a (OPa    CODE)      8 (REFERENCE 2) la NORH BETA              a    HA      (  SHIELDED    I      I    l      2            NA    l    NA  l I                                                            's I                                    as  ACC BETA                  6 3E6    a  SHIELDED    I      1    i      2        I    NA    I    NA  I aa  NEUTRON              at(A a            I        NA    t      I    t      2        (    HA    l    NA  I I
I                                    slSPRAY                  I    HA              NA                                      HA          NA IACCURACY      "-                    a(SUBHERGEHCE(                  NA I
I      HA I
a a
I    HA I
I    HA  I II                                ~                                                                                          I SPEC:  NA              I I                                                                                                                          I I  I                                                                            ABNORMAL                                    I DEMO:  NA              I  I                                                                                                                          I I                                    I  I                                                                                                                          I I  I                                                                                                                          I t LONE HO. l      SC261145                                                                                                                                      (
)FLOOD LEVEL                        ll    DOCUMENT
 
==REFERENCE:==
NOTES:  1.FOR COMPLETE ENVIRON)(ENTAL CONDITIONS,I I      ELEVATIOH) NA                la  1        EQUIP)(ENT QUALIFICATIOH ENVIROHHEHTAL DESIGN                      SEE THE DOCUMENT REFERENCED    ~
IABOVE FLOOD                        sa            CRITERIA) EQEDC-I) REV 1) t(AY 2, 1984                          2          TEKPERATURES ARE SHOMN AS LEVEL'? NA              ta 2          VENDOR EHVIROHNENTAL QUALIFICATION REPORT)                          HAX DESIGN/AVERAGE.                        l IABOVE SPRAY/                                      SDDF 4        (GE NEDC"30409)                                    3 HORHAL AHD ABHDRKAL TE)(PERATURES            1 a    FROTH LEVEL?HA                as i3,        EQUIPHEHT OPERABILITY          Tlt(E DATA SHEETl                  TO MHICH THE EQUIPMENT      IS SUBJECTED    l I                                                                                                                      MERE ACCDUNTED FOR    IH THE ACCELERATED l
)DDCUHEHTATION ACCEPTABILITY:                                                                                          AGING ANALYSIS AS DOCUNENTED IN aACCEPTABLE TG HUREG 0588,CAT      II'                                                                                REFERENCE  2.
I I t PER HEDE      24326-1-P            II I                                    I I I                                    I I I                                    II I                                    II t
(NAINT/SURVEILL -        --          ~
II I
I REFERENCE)  NA                  (
I                                    II I
tQUALIFIED LIFE      -  --          II II I I I I (YEARS): 15                I I II t      REFEREt(CE:  2                I I I I I I I  I I I II II II I I
 
APPENDIX C Replace with existing Appendix C tab from Volume l.
 
T E S TP413T PLIMITRSWITCHES      0 F      I L E 380 380 320 300 280 280 220
: n. 200 180 1 OO 120 100 L0Q(TIME              IN    M IN UTES)
T E S TP41 3T PLIMITRSWITCHES      0 F      I  L E 100 90 e
80
  =.--
50 30                      LOG(TI 20 10 0
M        IN    M IN UTES)
TEST PROFILE DATA FOR P413T LINIT SWITCHES TINE                      0 30sec  50sec      7hr  7.5hr    Iday 2days  4days  5days  30days LO6(NINUTES)          -3.00  -0.30  -0.08    2.62  2 '5    3.16  3.46  3.76  3 '6    4.64 TENP(F)                100  370    340      340    320    320  260    260    200    200 PRES(PSIB)                0  100      100    100      75    75    10    10    10      10 TINE (NIN)          0.001    0.5    0,83      420    450  1440  2880  5760  7200  43200
 
T E S T                P R 0 F              I    L F P413T SOLENOID VALVES 350 30O 4
250 200 I
150 100 I
1                  1 L O C    (Tl M    E  IN    M  I  N UTES)
T E    S'TP413T        P R O F SOLENOID VALVES I    L E 110 100 00
~    eo Cfi CL  TO 1JJ 50 CA Cll  40 4J CL 20 10 0
1 LOC      (Tl M    E 1
IN    M  I NUT'ES)
TEST PROFILE DATA FOR P413T SOLENOID VALVES TINE                      0    Bain    3hr      3hr  4days  26days LOSININUTES)        -3.00    0.90    2.26    2  '6    3.76    4.57 TENP{F)                  0    346    346      320    250    200 PRES )PS I 6)            0    110    110        75      15      0 TINE <NIN)          0.001        8    180  180.1    5760    37440
 
A C C          I  D E N            T, ZONE ABN1T505 C  0    N D          I    T    I    0    N 180 1  7'0 180 150 I
140 150 I
120 110 100 2                0, LOG QTI        M E      IN    M  I  NUTEQ)
A C C.I D E N ZONE                T ABN1750$  C 0 N D                I    T    I    0    N 2.8 2.8 2.4 22 C/l 1.8 1.8 1.4 c/7  1 Cll 1
lal 0.8 0.8 0.4 0.2 0
0                              ,,4 LOG(TIME IN MINUTES)
ACCIDENT CONDITON FOR 1ONE ABNI7503
                                                - - 4'CIC  DER HELD in Secondary Containaent TEHPERAT URE TIHE                      0  1.0sec    100sec    ihr    id ay    3days    10days  100days LOB(HINUTES)        -4.00    -1.77      0.22    1.78    3.16      3.64      4.16      5.16 TEHP(F)                104      175      175    150      125        115      104      104 T I HE (HIN)      0 0001    0.017      1.67      60    1440      4320    14400    144000 PRESSURE TIHE                    0  1.0sec    100sec    ihr    3hrs      lday  10days    100days LOB(HINUTES)        -4  00  -1.77      0.22    1.78    2.26      3.16      4.16    5.16 PRES(PSIB)              0      28      28      13      08          03          0        0 TINE (H IN)        0.0001    0.017      1.67      60      180      1440  14400    144000
 
A C C              I    D E N              T          C 0 N D ZONE MST24044 I    T    I    0    N 340 330 32O 310 300 200 280 2'BO 250 240 230 220 210 200 1 SIO 180 1 TO 1BO 1%0 140 2                    0                                      4.
I  0  G  (Tl    M E      IN    M    I N  UTES)
A C C              I    D E N              T          C 0 N                D    I    T    I    0    N ZONK MST24044 28 28 20 18 1B 14 12 10 0
4              2                    0                  2 I    0G    (TIM      E    IN    M  I  NUTES)
ACCIDENT CONDITIONS FOR ZONE HST24044        - - Hain Steaa Line Break in Hain Steaa Tunnel TEHPERA TURE TIHE                    0  0,05sec      Ssec      10sec      1hr      (day    10days    100days LOS(HINUTES)      "4.00        -3.10    -1 '0      -0. 77    1. 78      3 ~ 16    4. 16      5. 16 TEHP<F)                140        340      340        275    275        175        i40        140 TIHE(HIN)        0.0001      0.0008      0 08 F        0 '7        60      1440      14400    144000 P R E S 8 U R E-TIHE                    0    0.(sec      isec      2sec    Ssec      10sec        1hr      1day    10days 100days LOS(HINUTES)      -4.00        -2.77    -1 '7      -1 '8    -0.89      -0.77      1.78      3.16      4,16    5.16 PRES(PSIG)              0          20        20    27 '    27 '            5      0.8        0,3        0      0 T I HE (HIN)      0.0001      0.0017    0.017      0.033    0.13      0.17          60      1440      14400  144000
 
A C C            I  D E N T                    C ZONE PC175101 0      N D        I    T      I'        N 220 210 200 190 180 1 70 1BO 150 130 120 110 100 BO LOG(TIME IN                    M  I  NUTES)
A C C            I  D E N            T        C ZONK PC1 751 01 0      N D        I    T      I  0    N 30 20 15 10 2                    4.
LOG(TIME IN                    M  I NVTES)
ACCIDEHT COHDITIOHS FOR ZOHE PC175101      -- Design Basis Accident Analysis Prieary Cantainaent TEMPER ATUR E TIME                    0  0.5sec      2hr    6hr      lday  10days      30days    100days LOS (MI HUTES)      -4.00    -2.08    2.08    2.56      3.16    4.16        4.64      5.16 TEMP I j)              90      150    200    212      212    150          135        90 TIME (MIH)        0.0001 0.008333      120    360      1440  14400        43200    144000 PRESSU          RE TIME                    0    lsec      6hr    lday    5days  10days      30days    100days LOS(MIHUTES)        -4.00    -1.78    2.56    3.16      3.86    4.16        4.64      5.16 PRES{PSIS)              0        40      40      25        10      7            5      0.8 TIME IMIH)        0.0001 0.016666      360    1440      7200  14400        43200    144000
 
APPENDIX D Replace with existing Appendix D tab in Volume l.
 
Nine Mile Point Unit 2 EQD APPENDIX D WILL BE PROVIDED IN A FUTURE AMENDMENT Amendment 16              D-1                December 1984
 
~t}}

Latest revision as of 13:24, 9 January 2025

Valcor Valves & Gordos Limit Switches
ML17054D432
Person / Time
Site: Surry  Dominion icon.png
Issue date: 05/28/1982
From:
NUS CORP.
To:
Shared Package
ML17054D434 List:
References
QDR-5437-245-01, QDR-5437-245-1, NUDOCS 8303110359
Download: ML17054D432 (260)


Text