ML20148F321

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Forwards Addl Info Re Environ Rept in Response to NRC .Info Represents state-of-project Estimates Available at Current Level of Facility Planning & Design
ML20148F321
Person / Time
Site: 07002909
Issue date: 07/08/1980
From: Cellier F
WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP.
To: Shum E
NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS)
Shared Package
ML20148F312 List:
References
17615, UFP2-80-110, NUDOCS 8011050010
Download: ML20148F321 (33)


Text

{{#Wiki_filter:.- a. ~ UFP2-80-Il 0 j ' 'viestinghouse Electric Corporation - Power Systems twwas, wen Box 353 l Parts::uTiPemsyNstl13230 j July 8,1980 l l 1 S Docket No. 70-2909-l i. U.S. NUCLEAR REGULATORY COMMISSION Attet. tion: Dr. E. Y. Shum Uranium Process Licensing Section Uranium Fuel. Licensing. Branch Division of Fuel Cycle.and Material Safety Washington, DC-20555 Sir: Enclosed are responses to questions related to the Environmental Report l of the proposed Westinghouse'Huclear Fuel Fabrhation Plant (ANFFP) near Prattville, Alabama. These questions were formally transmitted .in your lettar, received by me on June 10, 1980. The information embodied in these responses represents state-of-the-project esticates available at the current level of facility planning ) and design. 'I trust you will find this additional information complete. If you have any questions concerning this enclosure, please call me at (412)-273-6300. Very truly yours, WESTINGHOUSE ELECTRIC CORPORATION I F. Cellier I ANFFP Project flanager Enclosures l l I l I IO l l 8011050o 5

- QUESTIONS AND RESPONSES RELATED TO PRATTVILLE ER - fiUCLEAR FUEL FABRICATION PLA.NT - 1. (ER: 3ection 2-2; p. 2-4; D_emography) Please provide a map indicating the location of the residence onsite (if any) and all residences within a 1-mile radius of the plant. Also, provide the distances (in meters) of the nearest residence at each of ^ the 16-azimuthal sectors from the plant.

RESPONSE

A map is provided as Attachment 1.1. Tabulation of the distance from the plant to the nearest off-site residence in each of the 16 sectors is given in the Table below. (rhe existing on-site residents at the one on-site residence will be relocaced prior to plant operation.) Sector Direction Distance from Plant to Hearest Residence (meters) 1 N 670 2 f1NE 1210 3 flE 1330 4 EllE 1220 5 E 3760 6 ESE 970 7 SE 2720 8 SSE 2400 9 5 3630 10 SSW 1440 11 SW 1490 12 WSW 1850 13 W 1280 14 WNW 1230 15 NW 770 16 NflW 700

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2. (ER: Section 2-2.2; p. 2-16 Land Use) (a) Please describe land use (e.g., industrial, residential, agricultural) immediately adjacent to the site boundary. Include direction from the site, and for agricultural land, indicate the type of crop such as cotton, alfalfa, wheat, pasture grasses, etc. (b) Are the forested areas onsite harvested? If so, discuss the productivity of such areas. (c) Are any prime and unique farmlands, as defined by the U.S. Soil ] Conservation Service (SCS), present on the site? Provide a letter from the SCS verifying the presence or absence of such lands, and if present provide a map showing the location of these lands. (d) Does the Prattville Agricultural Experiment Station have experimental plots located in the vicinity of the site? If so, discuss their i location with respect to'the plant site and discuss the types of crcps grown. (e) Please give the location and type of the nearest forage crop with respect to the proposed plant. RESP 0fiSE (a) The two nearest residents to the east of the site primarily raise cattle, and grow hay and winter wheat for forage and cattle feed. These cattle farmers presently lease parts of the site area for pasture grazing area and also pasture the cattle in areas immediately east of the site. A significant portion of the area immediately adjacent to the site in the easterly direction is forested and further east is the Prattville landfill, a solid waste disposal facility. The area across the Alabama River directly south of the site is primarily a lowland, lightly forested flood plain, but there is a small commercial r area consisting of two boat landings with marinas, store, and cabins southeast of the site. Southwest of the site, the land is occupied for farming and residential use. Fanning consists of cattle grazing and i limited size orchards of pecan trees. l i The land directly west of the site is comercially zoned, and is occupied by the Union Camp Paper Manufacturing plant. flortheast of the site

i (across Autauga Creek) is primarily a residential area with numerous mobile homes and permanent dwellings located in the area between Ferry Road, County Route 4 and the Creek. In the triangular area bounded by the GM0 & ICS railroad spur, County Route 4, and the northern site boundary, several permanent dewellings are located and a sewage trea plant is being installed nearby. North of the site boundary is primarily far;nland and residential area. The large Whittaker house. located directly across County Route 4 rais cattle, grows pasture grass and sometimes grows the forage' c~ rop seric hspedeza. Directly east of this farm, is the Prattville Agricultural Experiment sta wn where cotton, soybeans, corn, sericea lespedeza, a sorgum are grown (see response to item 2d below). Other farmlands to the northeast of the si.

  • primarily raise cotton and/or soybeans b.

Forested areas on site are not harvested, and show no evidence of having been harvested for many years. Approximately 27.5 percent of the site (or 223 acres) consists of 0.2 c. percent slopes of Lucedale fine sandy loam,16.2 percent (132 acres) 2-5 percent slopes Lucedale fine sandy loam, and 11.5 percen of Ochrepts, loamy, 0-5 percent slopes - which the USSCS define farmland because of its good qualities for growing the prime crops corn and soybeans. No unique farmlands are located on the site (see ,.1 letter from the U.S. Department of Agriculture Soil Conservation Service district office located in Prattville, AL ,and Table 2-12 of Environmental Report). d. The Prattville Agricultural Experiment Station does have experimenta plots located in the vicinity of the site. A total of 80 acres, located directly north of County Route 4, opposite the northeast quadrant of the site (see map associated with item 1), is dedicated to experiment study of crop growth and insect treatment. The crops grown include l cotton, soybeans, corn, sericea lespedeza, sorgum, truck (garden) crops, and other' forage crops (grasses and clover). Present acreages for these crops are shown in the Table Attachment 2.2. Exact location and acreages of the individual crops cannot be given, since the area and location of annual crops varies from one year to the next. The growing season for the annual crops is generally from April through December, but varics for each crop. m

4. e. The nearest forage crops with respect to the proposed plant location are on the Whittaker property immediately north of the site, across County Route 4 and west of the Prattvible Experiment Station. The crops consist of pasture grass and (periodically) sericea lespedeza. i i i I ? I i i i i h l L i l 3 h t I 1 l

1. . cu_. .= - - ~ ~ ~ - ' - .. u r:.r n. -- - r r, s ; s - J <. g; _ Attachment '2.1 l ;. o .r . y ,4 I p,. t-UNITED STATES DEPARTMENT OF AGRICULTURE ye SOIL CONSERVATION SERVICE j ? 'JUN 12 0B0 1 June 10, 1980 / s- .q / e s tin. hdus e "lectric Corporation ~ Power Systens o Penn.' Center 2-200

l 7.ox 355 l'

Pittsburgh, Pa. 15230 9A L. i

Dear iir. Cellier,

There is no unirtue farnlands on your property south l .1 L of The Auburn University Prattville Agricultural Experi?.ent Station, but there is some prine farnlands. I am attachine i a soils nap and legend of the prite farn land on your l property. i Yours sincerely, j bh Bert K. Curtis District Conservationist Soil Cons.' Service l 1 l .~ 'i l

' USDA-SCS-PrattvilleFieldl0ffice j ' Alabama) Technical Guide Section-II-A May 1980 g PRIME FARMLAND 'IIGEND E o AUTAUGA COUNTY, ALABAMA t The soil map units in this list are prime farmland except where 'the use is - urban or built-up land 1/ or they fail to meet the criteria indicated by footnote. -j i f Hap Symbol. Map Unit Acres AtA Altavista loam, 0 to 2 percent slopes 2,553 .l ~ AtB Altavista loim, 2 to 5 percent slopes 969 ) Be Benndale loamy fine sand 4,359 [ Ha Harleston loamy fine sand 8,398 l 1 LdA- ,Lucedale fine sandy loam,,0,to 2 percent slopes! 7,126 l LdB Lu_c.gdelg g ne_, sandy _lpan.2 to 5 percent slopes 9,510 i, McQueen silt loam 7,093 NfA Norfolk loamy fine sand, O to 2 percent slopes 1,422-s NkB Norfolk fine sandy loam, 2 to 5 percent slopes 2,397 l NkC Norfolk fine sandy loam, 5 to 8 percent slopes 818 i t OcB Ogh,r,e2ts loamy, O to 5,parcent, slopes. 1,946 m PfB Pine Flat sandy loam, O to 5 percent slopes '4,389 l RuA Ruston fine sandy loam, 3 to 2 ppecent slopes 1,994 rub Ruston fine sandy loam, 2 to 5 percent slopes 4,730 l Va Vaiden silty clay 579 j i WaB Wickham loamy sand, O to 5 percent slopes 1,584 WkA Wickham fine sandy loam, O to 2 percent slopes 3,482 WkB Wickham fine sandy loam, 2 to 5 percent slopes 2,209 j i i TOTAL 65,568 j ) i i i l ) 1/ Urban and built-up is defined to be any contiguous unit of land 10 acres or more in size that is used for residences, industrial sites, commerci.il I sites, railroad yards, small parks, cemeteries, golf courses, sewage j treatment areas, water control structures and so forth. e =*--r i-w a w+-1, - - - me-w w .w-r ey y wnm ,wr,%ms-,,,m4% mqw,e,,,--rp,w w ee.,_

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1 ATTACHMENT 2.2 i Type.and Extent (Acres). of Agricultural crops l Grown at the Prattville Experiment Station f n (Total Acreage of Prattville Experiment Station - 80A) i Cotton

  • 15A Soybeans 15A l

Corn 6A Sericea Lespedeza 8A (foragecrop) i Other Forage Crops 2A l (grass and clover Sorgum 4A (sweetandgrain) Pines lA l Truck Crops lA I (Vegetable gardc.ns) I Uncultivated and 28A l Boundary Rows i Growing Season - April through December f i 4 l i i I

3. (ER: Section 2-2.3; p. 2-18; Water Use) (a) The Prattville Water System consists of'nine wells. Please identify the aquifer (s) tapped by each well. Please supply any additional hydrologic data for each well. How is the aquifer (s) recharged? (b) Please provide a map indicating the location of all wells located within a five-mile radius of the proposed site. Indicate the aquifer tapped by these wells. Are there any potentiometric ^ surface maps published for the aquifers in this area? 'If yes, please provide.

RESPONSE

a. All nine wells of the Prattville water system tap the Gordo acuifer. Depth, pumping capacity in gallons per minute (gpm), drawdswn characteristics at approximately the pumpir.g capacity, and other physical characteristics of these wells are shown in Attachment 3.1 Table A. Based on the 1960 Geological survey by Scott et al (included in this submittal in response to item 18b), as represented by figure 2-9 in the Environmental Report, these wells would be expected to be recharged by gravity flow rather than by artesian conditions. b. A rap showing all residential dwellings within two miles of the proposed plant is presented in response to item 1. A complete survey has not been performed; however, it is generally observed that each dwelling located outside the Prattville city limits will require its own well, while dwellings within city limits will receive their water from the nine wells of the Prattville municipal system previously described. Aquifers tapped are from the Gordo and/or Eutaw formation (see Table 2-14, Environmental Report). A potentiometric surface map is included in the 1960 Geological Survey report provided with this submittal.

TABLE A.1 PHYSICAL AND HYDROLOGICAL CHARACTERISTICS OF PRATTVILLE MUNICIPAL WATER SUPPLY Oepth Diameter Capacity Static Drawdown Air line length Column length (feet) (inches) (GPM) Level (ft) (feet) to pumo (feet) @ GPM (feet) Pr tt ark 4 03 16 350 70 180 0 345 248 220 If D is t. 538 20 500 205 91 @ 503 300 270 445 20 400 70 122 @ 400 21 0 180 =r ass Pourth 450 20 500 60 66 @ 502 127 110 atri St. 520 20 400 120 94 @ 402 250 250 (originally)

to Park 467 24 320 96 74 @ 302 220 220 (originally) 8 320 20 400 87 55 @ 403 228 200 Well #9 fl. Chestnut 108 101 @ 402 256 230 Weil #10 Hur.t's Alley 229

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4. (ER: Section 2-3.1; p. 2-20; Historical and Cultural Landmarks) Please provide a clearance letter from the Alabama State Historic Preservation Office regarding historic and archeological sites.

RESPONSE

On October 21, 1979, a copy (then draft) of Environmental Report paragraph 2.3; " Regional Historic, Scenic Cultural, and fiatural Landmarks", was reviewed with the State Historic Preservation Officer, in Montgomery, Alabama. He recommended that reference to a new Prattville wilde~rness park, containing giant Chinese bamboo, be included in the paragraph.on " Natural and Scenic Landmarks"; and, that an indepth survey of the proposed site be performed by a professionally-trained archeologist (including a report to be reviewed by his nffice prior to construction activities). Information on the Prattville wilderness park was subsequently included in the " Natural and Scenic Landmarks" paragraph of the final Environmental Report. l Westinghouse has contracted Auburn University at Montgomery to perfonn the archeological study; the study is in progress. The requcsted report will be J submitted to the State Historic preservation Office, and a clearance letter regarding historic and archeological sites will be provided.

5. (ER: Section 2-4.3; p. 2-27; Seismology) Please include historical or instrumentally-recorded data indicating the number and magnitude and/or intensity of earthquakes that have occurred within a 160 km (100 mile) radius of the. proposed site. RESPONSE.1 is a summary of the history of earthquakes in Alabama for the period 1886 to 1975. A few minor earthquakes have occurred since-1975 but none were of any consequence. j 7

l [ ..1 1 EARTHQUAKES OF ALABAMA 1886-1975 ) l compiled by James A. Drahovzal Geological Survey of Alabama INTENSITY AND/OR ,FMCNITUDE ) NO. DATE-TIME ) LOCALITY 2 REMARKS 1 Feb. 4, 1886 20:00 Valley Head (34.6"., 85.6W.) III West to east movement of earthquake wave,may have. been stronger to east. Felt in northern and western Alabama, northwestern Georgia 2 Feb. 5, 1886 07:00-08:00 Linden-Jefferson (32.3N., 87.8W.) IV ' Shook houses and rattled . dishes on table. s. v 2 Feb. 13, 1886 07:00-08:00 Tombigbee River (32.3N., 87.9W'.) V' Houses substantially shaken, some people thrown from feet, but other than broken dishes no damages or injuries. Top of Black Bluff slid into river 10 feet of subsidence behind bluff in several acre area. Felt from Moscow to Tanpkins Bluff, but not away from river 1)3ased on information from Eppley, R. A., 1965, " Earthquake History of the United States"; Co f fman, J. L.,'and von Hake, C. A., 1973, " Earthquake History of the United States"; Wollard, G. P., 1968, "A Catalogue of Earthquakes in the United States Prior to 1925, Based on Unpublished Data Compiled by Harry Fielding Reid and Published Sources Prior to 1930"; " United States Earthquakes", U. S. Department of Commerce, Coast and Geodetic Survey, 1928-1968; "Prelluinary Determination of Epicenters", U. S. Department of Commerce, National Oceanic and Atmospheric Administration, National Earthquake Information Center, 1971; " Monthly Weather Review", U. S. Weather Bureau, 1886, 1916, 1917; U. S. Department of Commerce, written communication,1971; G. A. Bollinger, written communications 1971-1973; U. S. Department of Interior, National Earthquake Information Service, written communication, 1975; L. T. Long, oral camounication, 1975; F. E. Followill oral communication; 1975. As a result of personal interviews and newspaper research, the 1905 Gadsden earthquake has been attributed to a dynamite blast at Tumlin Gap railroad tunnel during its construction. It therefore is excluded from this list. (

2) Central Standard Time 4

3} Intensity - Modified Mercalli Scale (Roman numeral); Magnitude-near equivalent of Richter magnitude (Arabic number) 4

INTENSITY NO. DATE-TIME LOCALITY AND/OR . REMARKS MAGNITUDE 3 Oct. 18, 1916 16:04 Dunpavant (33.5N., 86.5W.) VII-VIII Windows broken, chimneys toppled. 2 and possibly 3 aftershocks felt over 100,000 square-mile area. 4 June 29, 1917 20:23, 20:50 Rosemary (32.7N., 87.5W) V Renbling noise, 12 shocks at Greensboro. 5 Oct. 28, 1923 11:15 Riverton (34.9N., 88.lW.) III Rattled dishes and windowsj one af ter shock on Dec. 31. - 6 June 16, 1927 07:00 Hollywood (34.7N., 86.0W.) V Little damage. Felt over 2,500 square-mile area. 7 sJune 13, 1929 08:44 Mobile .(30.7N., BS.0W.). I-II 5vaying in east-west directio: ~ Felt by few. 8 Dec. 1, 1930 09:10-09:45 Bessemer (30.4N., 87.0W.) ? Possibly not seismic, unusual series of tremors. 9 thy 5,1931 07:18 North Alabama (33.7N., 86.6W.) V-VI Felt over 6500 square mile area, knocked objects from walls, bricks fell from chimacy. 3 10 }by 4,1939 21:45 Anniston (33.7N., 85.8W.) V lbved furniture, rattled dishes, canned goods thrown from shelves, people ran into streets. 11 June 24, 1939 05:27 Huntsville (34.7N., 86.6W) IV Rattled dishes and windows; telephone poles swayed. Felt over a 500 square-mile area. 3 shocks. 12 Feb. 6, 1952 10:12 Birmingham (33.5N., 86.8W.) IV Slightly cracked wall. Felt over 50 square-mile area.

INTENSITY NO. DATE-TIME AND/Ok LOCALITY MAGNITUDE REMARKS 13 April 23,195/ 04:23:39 North Alabama (34.5N., 86.8W) VI Cracked masonry, knocked objects from tables; people ran into streets. Felt over 11,500 square-mile area. 14 Aug. 12, 1959 13:06:07 Alab ama-Terac'ssee (35.0N., 87.0W.) VI Ncaly constructed building dam 2ged, bricks shaken from chimney, cracked plaster. People ran into streets. Felt over 2,800 square-mile area. 15s ,Feb, 18, 1964. 04:31:12 Alabama-Ceorgia (34.5N., 85.5W ). V s. . Rock shaken from chimney, s dishes fell from shelves, people awakened. 15km. depth 16 March 14, 1971 11:27:52 Carrollton (33.1 N, 87.9W.) 3.9 Felt by few at Carrollton, one aftershock. 1 km. depth. 17 Nov. 2, 1974 01:25:50 Jasper (33.8N., 87.3W.) ? Possibly not seismic 17 Nov.4, 1974 10:03 Jasper (33.8N., 87.30.) ? Possibly not seismic 18 Dec. 10, 1974 24:i:37 Huxford (31.3N., 87.5W.) 3 10km. depth 19 Marchl,1975 05:50:1 ~ Palmetto (35.5N, 83.0W.) II 3.4 18km. depth. Felt at Smithvilk 20 June 24, 1975 05:15 Fayette (33.7N, 87.8W.) III 3.7 Cracked window, unrooted MS. (II) and Wir. field, AL. tree, rattled windous. 21 Aug. 28, 1975 22:22:52 l Cedar Spring (33.84N., 86.6W.) VI 4.4 Cracked plaster, rattled ~ windows, mud in a few wells. 10km. depth. Maximum intensity j at Palmerdale, i 1

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  • 24 l 15 2.002 E-06 C 4 !3-18 f 16 1.637 E-06 A 1 0-3 -~_.,......_...- _._ _.__.._.._,__._. _,.._.._ __ I 6 i 1 ALTERNATE TABLE 2-26 ATTACHMENT 8.6 AVERAGEATHOSPilERIC.DILUTIONFACTORS.(X/Q, }, tPCF TOP RELEASE FCR ALPHA 1 PROJECT SEASON: ANNUAL PER IOD: 1956-1960 A0 CECAY.' UNDEPLETED ANNU5L AVERAGE CH1/0 ISEC/METFR CUBE 01 - DISTAvtE IN PILFS - 5FCTOR 0.250 ' O.500 0.750 1.000 1.500 2.000 2.500 3.000 3.500 4.000 4 500 5
    3. 278 E-05 1.08 8E-05 5.44 4E-06 3.419E-06 1.M 4E-06 1.201E-06 8.721E-0 7 6.74 8E-0 7 5.449E-0 7 4.53 7E-07 3. 866E-07 55W 1.333E-05 4.391E-06 2.194E-06 1.375E-06 7.358E-07 4'.608E-07 3.487E-07 2.69 5E-0 7 2.174E-0 7 1 8 08E-07 1.540E-07
    ~~ ~ SW 4.100E-05 1.3 ele-05 6 614E-06 4.279E-06 2.296E-06 1.504E-06 1.093E-04 8.456E-07 6. 8 30E-0 7 5 68 8E-0 7, 4. 84 rE-07 WSW 1.4 28E-05 4.6 50E-06 2.321E-06 1.452E-06 7.735E-0 7 5.037E-07 3.642E-07 2.80 8E-0 7 2.260E-0 7 L.8 76E-07 1. 595E-07 W 2.928E-05 9.612E-06 4 600E-06 3.007E-06 1.607E-06 1.049E-06 7.600E-07 5.869E-0 7 4.7 32E-0 7 3 934E-0 7 3.348E-07 WNW 1.069E-05 3.471E-06 1.731E-06 1.081E-06 5.7545-07 3.744E-07 2.705 E-0 7 2.064E-07 1 67 7E-0 7 1 392E-07 1.183E-07 Nw 2.51AE-05 8.316E-06 4.156E-0E 2.e07E-06 1.39 6E-06 9.131E-0 7 6.625E-0 7 5.122E-0 7 4.134E-0 7 3 440E-07 2.93t*-07 ~~~ ' NN W ' ' 8.~726 E-06 2.836E-06 1. 415E-06 8.84 7E-07 '4. 711E-07 '3. 067E-0 7 2.217E-0 7 1.708 E-07 1.375E-07 L.141E-07 9. 597E-08 " ' N 2.921E-05 9. 646E-06 4. 826E-06 3.028E-06 1.622E-06 1.061E-06 7.697E-07 5.951E-07 4.801E-0 7 3 995E-07 3.402E-07' NNE 9.411E-06 3.04 2E-06 1.518E-06 9.4785-07 5.03 7E-07 3.2735-07 2.3 6 2E-0 7 1.818E-0 7 1.462E-0 7 1 212E-07 1. 02 9E-07 NE 2.54 5E-05 8.39 5E-0 6 4.197E 06'2.632E-06 1.410E-06 9 218E-07 6.68 7E-0T571'70E-07"4.171E-07 '3 5 471E-Of2.956E 07 ~' T ~ T ENE 1.090E-05 3.576E-06 1.787E-06 1.119E-06 5.980E-07 3.903E-07 2.8 26E-3 7 2.18 2 E-0 7 1.7 5 8E-0 7 1 46 2E-0 7 1. 243E-07 T ~ 2 ~7.165E-07 5.192E-07 4.010E-07 3.233F-0 7 2 689E-07 2.289E-07 E 1.998E-05 6.560E-06 3.276E-06 2.053E-06 1.097E-06 ~ i'. 015 E 06 5'.~40 4E 0 7 3'. 5'18 E -0 7 2!5 4 3 E- 0 7 1.96 0E-0 7 1.5 7 7F-0 7 1 3 09E-0 7 1.113E-07 ~ ESE 9.988E-06 3 250E-06 1. 6'22 E- 0 6 SE 2.730E-05 8.948E-06 4.471E-06 2.801E-06 1.49 6E-06 9. 764E-0 7 7.0 72E-07 5.459E-07 4.399E-07 3 65 6E-07 3.111E-07 SSE
    1. 268 F-0 5 4.141E-06 2.069E-06 1.295 E-06 6.906E-07 4.500E-07 3.25 6E-07 2.511E-0 7 2.d22E-0 7 1 6 79E-07 1.427E-07 8NNUA L AVER ACE CHI /O ISEC/ METER CU8E3 9
    ~15.000 20.000 - "25 00030.~000' 35.000 40.000 45.000 " 5 0. 00G OI57ANCE IN PILFS ^ ~ ~ ~ ~ ~ PEARING '~ 5.000 7.500 10.000" 5 3.35 5E-07 1.962E-07 1.351E-0 7 8.059E-08 5.620E-0 8 4.260E-0 8 3.403E-08 2.817E-08 2.393E-08 2 074E-08 1.825E-08 1 55W
    1. 336E-0 7 7. 79 9E-08 5. 3 64E-0 8 3.19 5E-0S 2. 22 7E-08 1.688E-08 1.348E-08 1.115E-0 8 9.476E-0 9 8 210E 09"7.225E-09' SW 4.207E-07 2.463E-07 1.697E-0 7 1.013E-07 7. 06 8E-3 8 5.361E-0 8 4.283E-3 8 3.5 47E-0 8 3.015E-0 8 2 613E-0 8 2 300E-08 1.381E-07 8.013E-0 8 5.486E-0 8 3.24 7E-08 2.25 4E-08 1.703E-08 1.356E-08 1.120E-0 8 9.497E-0 9 8 215E-09 7. ?19E-09
    ~ ~W5W~ ~ ' ' ' ' 2.903E 07'1.693E-07 1.163E 07 6.91'7E-08 ' 4. 818E-08 3.~649E-0 8 ' 2.912E-08 2.409E-08 2. 04 e E-08 1 7 72E-0 8 1. 559E ~~~ ~ Z 1 W WNW 1.02 4E-07 5.943E-0 8 4. 065E-0 8 2.4 09E-08 1. 673E-08 1.264E-08 1.007 E-0 8 8.321E-07 7.056E-0 9 6 105E-09 5 366E-09 NW 2.54 2E-07 1.4 865-07 1.023E-0 7 6.09 8?-08 4.25 3E-08 3 224E-08 2.576E-0 8 2.132E-08 1.812E-0 8 1 5 7 0E-08 1. 382E-08 ~~ NNW 8.396E-08 4.871E-08 3. 33 5E-0 8 1.G M8~1.370E-08 1 ~ ~ ~ ~.035E-0 8 '8.241E-09 6 80'6E-09 5.771F-09 4.9 92E-09 4.38 7E-09 N 2.950E-07 1.722E-0 7 1 184E-07 7 04 5E-05 4.905E-08 3.715E-08 2.964E-3 8 2.452E-08 2.082E-0 8 1 804E-08 1.587E-Or 8.9045-08 5.14 8E-08 3.515E-0 8 2.073E-08 1.43 5E-08 1.082E-08 8.604E-09 7.095E-09 6.009E-09 5 193E-09 4.559F-09 " " NNE ~
    2. 5 6 4 E- 07 1. 49 8E-0 7 1.030E-07 6.137E-08 4.277E-08 3.241E-08 2.58 8E-08 2.142E-0 8 1. 819E-0 8 1 5 7tE-0 8 1.3 87E-08 "
    'NE ENF 1.0 78E-07 6. 270E-0 8 4.3 0'1F-08 2.553E-0 8 1.776E-08 1.343E-08 1.071E-08 8.854E-09 7.514E-09 6 505E-09 5.720E-09 E 1.9 84E-07 1.15 7E-07 7.953E-0 8 4.732E-08 3 29 5E-08 2.495E-0 8 1.992E-08~~1.64 8E-0 8 1.399E-0 8 1 212E-0 8 1. 066E -0 8 ~635E 08 5.587F 083.824F 08"2!26'2E 08'17570F'-08~1.~185F-08 '9.340E-09 7.795E-09 6.6 09E-09 52716E-09' 5.023E49 ~ ' _ E5E' 9 2 ~ 2 2 ~ ~ SE 2.696E-07 1.569E-07 1.076E-G7 6.3895-08 4.441E-08 3. 359F-08 2.678 E-0 8 2.213E-0 8 1. 87BE-0 8 1 6 2 5E-0 8 1.429E-08 SSE 1.2 36E-07 7.174E-08 4.912E-0 8 2. 908E-08,2.018E-0 8 1.524E-08 1.214E-08 1.002E-08 8.499E-09 7 351E-09 6.460E-09 1 .m..-. i i \\ ALTERNATE TABLE A-9 = AVERAGE ATHOSPHERIC OILUTION FAC10RS_(X/,Qi, ) M f' , orEr ro eEtpesF me strsa 1 poCJcCT SEASON: WINTER PERICO: 1956-1960 NO 'PECev. UNCEptETcD ( t, I. AkhUal *VFttGC CHI /O (3rC/WE7EP CU983) DIS?eNCE IN PILES ' ~ "$F C TN n.250 0'. 5 0 0' " 0.766 1.050 T.500 ?.000 2:5W0---~ 7000- ' 3. 5 0 0' ' 4.0'00 4.500 3 t S 3.3135-05 1.09eE-05 5.493E-06 3.443E-06 1 847F-06 1.208E-06 8.76 4E-0 7 6.7 7 5E-07 5. 46 5E-0 7 4.54 7E-07 3. 871E ~~-"~~$ s w 1.17 4c-0 5' 3'. 84'7F-O 6'l.972E;06 ~.'2 035-0W 6'. 418f-0 7 1 ~.~18 5 E 0Y '3.02'9E-0 7 ' 2'. 3 3 7E-0 7 1. 8 8 3 E-0 7 1. 565E407 1.~331E-07 4 ~ ( $w 3.690E-05 1.2245-05 6.12Se-06 3.8485-06 2 062E-06 1.350E-06 9.756E-07 7.5 77E-07 6.116E-0 7 5 091E-0 7 4.33 7E-07 WSW 1.06BE-05 3.448E-06 1. 721E- 0 6 1.074c-06 5 692E307 3.692E-07 2.660 E-0 7 2 04 5E-0 7 1.642E-0 7 1.360E-07 1.154E-G7 w
    2. 2 3 f$~~0 5 7.2895-06 3. 63 8E-06 2 lW6F1 213M6 7.ci54T DT 5 717E-07 4.409E 07 '3.350E T
    T T 2.949E-07 2 507E-07 O t kNW 5.90eE-06 l'. e985-06 9.4 76c-07 5.913 E-07 3 131E-07 2.030E-07 1.461E-07 1.12 3E-0 7 9.00eF-0 8 7.4 5 BE-0 8 6 323E-08 Nw 2.0 74E-05 6. e46E-06 -3.4 24E-0 6 2.14 35-06 1 151E-06 7.526E-07 5.4 60 E-07 4.221E-0 7 3.40 $F-0 7 2. 8 3 3E-07 2. 413E-07 NNW 7.8335-06 2.5695-06 1.235E-06 8.052E 67~4'.302E-07 2. 80 7E-0 7~2332E-0 7 1.56 8E-07 '1.263E-0 7"1.050E-07 8.928E-08 ~ ~ g N 2.99 3 5-05 9.9 505-06 4. 988E-06 3.1345-06 1 682E-36 1.101E-06 '7.555E-07 6.184E-07 4.99 3E-0 7 4.156E-07 3.540E-07 N' E
    7. 06 9 e- 0 6 2.288F-06 1.143E-06 7.1475-07 3. 79 8 E-0 7 2.466E-07 1.778E-07 1.3 6 7E-0 7 1. 09 5 5-0 7 9.101E-0 8 7. 722E-0 8 NF 2 3 6E!0F 7.82 W r06 Y.921FO6 2.462N IU20E- 0C8 e47f UTT.Y7sE2 7 4'.e5 3E-07"3.'917E-0 7T2 ele ti?
    0 ~ ~.777E-07 2 ( ENF 1.193F-05 3.928E-06 1.566E-06 1.233E-06 6.554E-07 4.306E-07 3.12 0E-0 7 2.4 0S E-0 7 1.942E-07 1.614E-07 1.373E-07 E 2.131 E-05 6. 9 9 7E-06 1.500E-06 2.193e-06 1 171E-06 7.644E-07 5.536E-07 4.273E-07 3.443E-0 7 2.861E-07 2.434E-07 { GSG 1.285C10fT.~2155LO6-~2.111h 06' 1732'25-06 ~ ! ~ ~ 7.65 2E 0 7 4 594E-0T3.322E'-0 7 '2.S e 0 E-0 7 '2 ' 060E-0 T1.~710E-07 1.453E-C? "" t SE 't. 38 8 E-05 1.113E-0 5 5. 5 715-06 3.492E-06 1 865E-06 1.217E-06 8.811E-0 7 6.799E-0 7 5.4 7 7E-0 7 4.551E-07 3. 870E-07 g %5F 1.;e7E-05 4.380E-06'2.151E-06 1.370~-06 7.291E-07 4.743E-07 3.425E-0 7 2.63 7E-0 7 2.121E-0 7 1.7 59E-07 1.494E-07 ( ANFU3L FVfDAGE CH1/0 t%EC/METEP CU9801 DI STe NC E IN FILES Me R I' G 5.000 7.500 10.000 15.000 20.000 25 000 30.000 35.000 40.000 45.000 50.000 5
    3. 3 57 E-0 7 1.9 5 7E- 07 1.344E-C7 7.986*-08 5.554E-08 4.201E-08 3.350E-08 2.769E-08 2.350E-08 2.034E-08 1.789E-08.
    S$w 1.153F-07 6. 702E-08 4.594E-08 2.7255-03 1.895E-08 1.433E-08 1.142E-08 9.441E-09 8.010E-0 9 e.932E-09 6 095E-09 SW
    3. 76 2 c-07 2.19 9 F-07 1.513E-C7 9.021E-08 6.290E-0 8 4.768 E-0 8 3.80 BE-08 3.15 2 E-08 2.e tee-O S 2.3 21E-08 2 043L -08 W5W 9.9 7 7E-0 8 5. 749E-0 9 3.9175-C8 2.304e-08-~3.'555 ETO8~2. 696'E-08"f. i SO E'-0 8 '1'.7 7 7 E-0 8 ' 1 1.594E-08 1. 2005-0 8 9.538 E-09 7.Pe 2F-09 6.655E-O S 5.7 49E-09 5.045E-09 W
    2.17 2F-07 1. 2 6 2E-07 8.647F-08'5'128E-bS 2 + f WNW 5.46 3 5-08 3.139E-0 8 2.1345-C e 1.251E-08 8. 617F-09 6. 472E-09 5.130E-09 4.22 0E-09 3.566E-0 9 3.0 75E-09 2.cSSE-09 i MW
    2. 0 9 3 e- 07 1.2 21E-0 7 8.3937-0 8 4.994'-C3 3.477E-08 2.633E-08 2.101E-08 1.738E-08 1.4 7 5E-0 8 1.2 78E-0C 1.124E N"w
    7. 7 34 F-08 4.4 91E-00 3.077F1Ce I.823cIO8 1.leeE-Oe 9.564E-09 77c2081
    -~ 0 9 6'. 2'9 5 E 0 9 5 3 3 9 E -0 9X619E 09 4. 06 0G09 2 ~ N 3.071F-07 1. 794E-07 1. 2 34E-C 7 7.348*-09 5.117E-08 3.875E-08 3.09 3E-0 8 2.55cE-08 2.173E-0 8 1.8 8 2E-08 1.656E-08 NHr 6.6 7 5E-Oe 3. 84 5E-08 2.e 19F-08 1.5398-09 1.0625-08 7.906F-09 6.338E-09 5.219E-09 4.415E-09.3. 811E-09 3.34 2E-09 ~ -' FF 2.410E-07 1.408E-07 9.68 7E-0 8 5.771E-0S 4.021E-08 3.046c-08 2.4 32E-08' 2 012 E-08 1.709F-0 8 l' 481E-08 1.3 03E-08 j ENE 1.190E-0 7 6. 920F-0 2 4. 744E-0 8 2.813*-05 1.954E-08 1.477E-08 1.177E-0 8 9.722E-09 b.24 5E-04 7.134E-09 6.2 71E-09 2.109 E-0 7 1. 2 2 eF-07 8.4C BE-C8 4.986E-09 3. 46 4c -0 8 2. 618 E-08 2.086E-08 1.723E-08 1. 46 2 F-0 8 1. 26 5E- 0 8 1.11?E-08 E ". F 1.258E-07 7. 2 7 7E-OS 4.9 71E-C8 2.9335-08 2.029E-08 1.529F-08 1.216E-08 1. 303E-0 8 8. 48 9E -00 7. 3 34E 091~.'43 8E' 09 T SF 3.352F-07 1.947c-07 1.3338-07 7.895r-08 5.472E-08 4.138E-08 3.29 5E-0 8 2.72 iE-08 2.3 07E-O d 1.595E-08 1.753E-08 SSF
    1. 29 2F-0 7 7. 4 6 7E-0 8 5. C 96 E-0 8 3.0025-08 2.076F-08 1.564E-08 1.243 E-0 8 ~ 1.0 24E-08 8. 6 70E-00 7.489E-09 6.573E-09
    '}. t t t c \\ '\\ t ALTERNATE TABLE A-10 ATTACIMENT:8.8 ' e_ --w AVERAGCKT10$MIERICDILYfdiiTAU6s5-(I(/Q, y) M r*C
    • f FDD ALPHA 1,P3 JECT
    ___,_ _.5EA50M:._SPMNG PER100:_.1956 M 0 F r A(PJ FL F A5 F Y. dh0W EE7E0 400*' AVFPAGE CHI /O ISEC/t "FC CUBEDI 015TtNCF IN MitF5 $'**PD 0.250 0.500 0.750 1.000 1.500 2.000-2.500 3.030 3.500 4.000 4.500 ~ 5 2.121 F-05 9.015F-06 4. 511F-06 2.832E-06 1.518E-06 9.535E-07 7.216F-0 7 5.58 3E-07 4.50 7F-0 7 3.752E-07 3.197E-07 'i -- ecw i,110F-05 3.6785-06 1.841E-06 1.156T-06 6. 20 7E-0 7 4.066E-07 2.954E-07 2.28 6E-07 1. 847E'-0 7't.53 8E-07'l.31'le!O7-SW 2.757E-05 9.119F-06 4.556E-06-2.859E-06 1.532E-06 1.003E-06 7.283E-07 5.635E-07 4.550E-07 3.78 8E-07 3.228E-07 WFW 1.034E-05 3.381E-0 6 1.688E-06 1.05 6E-06 5. 64 0E-07 3.679E-07 2.663E-07 2.056E-07 1.65 6E-0 7 1.3 76E-07 1.171E-07 a: l W 3 324E-05 1.099E-05 5.49tF0T3.449F06 1. 84'7d ~65~1TIO9 E-C6 8.7 78 E-07 6.7' 8 SE-0Tf.480l' Of~4 5 TIE 07. 3. 8T5sT07 T WW 1.410F-03 4.645E-06 : 322E-06 1.456E-06 7.786E-07 5.0SEE-07 3.68e E-07 2.84 8E-07 2.296E-0 7 1.910E-07 1.626E-07 kW 2.80BE-05 9.212E-06 4.595F-06 2.878E-06 1.538E-06 1.0050-06 7.282E-07 5.62 6E-0 7 4.53 7E-0 7 3.773E-07 3.212E-07 NNW 1.095F-05 3.563E;06 l~7'7f666~1-if0F06 5.918E-0 7 3.855E'2 T2.789E-07"2.'151E!0 7 '1'. 7 3'2E20 7"G439E 07 1.'224E 07' ~ 0 - ~ 2 l N 3.208E-05 1.055F-05 5.275E-06 3.307E-06 1.769E-06 1.1565-06 8.379E-07 6.473E-07 5.219E-07 4.341E-07 3.695E-07 i ~ M' v 9.561F-06 3.0345-06 1.50SE-06 9.354E-07 4. 964E-07 3.211F-0 7 2.309E-0 7 1.772E-0 7 1.420E-0 7 f 7F 1.175E-57 9.95 5E-08
    2. fT91~b5 6796'M;d6 T4FIY20~6~2' DiC06 UY62cibT'Y.'M5E;bT'5'.T95 E-07~s.~24'4E-07 3.422ET T2.~8TSEr0Y 2.42TE 67
    ~ O ~ 7 4 "?F 1.052E-05 3.452F-06 1.724E-C6 1.080E-06 5.774E-07 3. 76.9E-07 2.731E-07 2.109E-07 1.700E-07 1.413E407 1 20!E-07 } l ~9 58
    2. 335F-05 6.7015-06 3.34SE-06 2.100E-06 1.124E-06 7.3419-07 5.32 3E-07 4.113E-07 3.317E-0 7 2.759E-07 2 349E-07 '
    F l 4 342F 06 3.'09'Ot-06 1 5T2'ETC6 9.635t~O F5 1Ttt-07 3.328E-07 1~-~ 2.402E;0f~G' 4BE 0f U486E 0Y 1 232E 07 1.046607 8 2 ) 58 2.287E-05 7.441E-06 3.714E-06 2.323E-06 1.237E-06 8.058E-07 5.826E-07 4.491E-07 3.614E-0 7 3.001E-07 2.551E-07 } $5F 1 0245-05 3.357E-06 1.679E-06 1.052E-06 5.616E-07 3 664E-0 7 2.653E-07 2.047E-07 1.649E-0 7 -i. 1
    1. 3 71E-07 1.166E-07 M Utt AvreaGe rH1/0 (SEC PETED CUS:03 DISTANCE IN MILES l
    Pear fkG ~ 5.000 7 500 10.000 15 000 ~ ~ 20 306 25'.000 ~~~30 000'~ ~35.t;00 - '40.000 '45.000~ ~50.000 5 2.774F-07 1 623F-07~ 1.117E-07 6.66 4E-08 4.64 7F-08 3.522E-08 2 813E-08 2.32 6E-58 1.978E-08 1.714E-08 1. 509E-08 1 DfE 01~S65' E7 '8 T~$8kET T2~.'T35fr 8 U 9075-08 2 6 0 O o - SW F446E e'8 T 15'5E-08'9!56'3E20 C8.'1'26E209'7.'Os3(~09 6.199E-09 2 - SW 2.802E-07 1 64 2F-07 1.132E-0 7 6.761E-08 4.722E-0 8 3.5835-0 8 2.865E-08 2.3 73E-08 2.018E-08 1.750E-08 1.541E-08. WW 1.0155-07 5.906F-08 4.052E-08 2 407E-08 1.674E-08 1.267E-08 1.011 E-0 8,8.3 5 7E-0 9 7.054E- 0 9_,6.14 2E-09, 5_. 402E,09 W ~3. 3 71 E-07 1.S 70E-07 1.356E-0 7 8.085E-08 5.6388-08 4.274E-08 3.414 E-08 2.826E-08 2.401E-0 8 2.081E-08 1.831E-08 WW 1.410E-07 8 218F-09 5.645E-C E 3.35 85.-08 2. 339E-08 1.771E-08 1.414E-08 1.170E-0 8 9.932E-09 8.603E-09 7.56 8E-09 CW 2.78eE-07 1.6285-07 1.120E-07 6.675E-08 4.656E-08 3.533E-08 2 820 E-08 2.33 5E-0 8 1.98 4E-0 8 1.719E-08 1.514E-08 7W' ~ l'.~0'61r_'oy '6 176'-08 (.217)E:0T2.570T03~C75Wr0'8TY28C;65"GD60E!08-8 368E0097.'445E2 ~~ 09'6'.44 8E 09 ~5!673E 09 7 ~~ i 4 3 2035-07 1 8675-07 1.28 3E-07 7.62 75-08 5. 308E-08 4.018 5-08 3.206E-08 2 651E-08 2.251E-08 1.949E-08 1.714E-08 NN' 8.59 5F-08 4.931E-0 8 3 34 8F-0 8 1.9605-08 1.35 0E-08 ~ 0 0 -1.014E-08 8.037E-09 6.611E-09 5.586E-09
    4. 817E-09 4.222E-09 l
    W ~N 100F-07 1 22 tE-0 7 8.42 7E-08 5.019E 0S~3~.~4'995 08 2.652 E208 ' 2.118 E-0 8 1.753E-0 8 1.489E-0 8 't.291E-08' 1.136E O 8' "~~~ ~ L FC5 1.042 5-37 6.073c-0 8 4.170F-08 2.4795-03 1.726E-0 8 1.307E-05 1.043E-08 8 627E-09 7 325E-09 6.345E-09 5.582E-09 F 2.037F-07 1.18 8E-07 8.167E-0 8 4.859E-08 3.383E-0 8 2.562E-08 2.045E-08 1 691E-08 1.4 36E-0 8
    1. 24 4E-08 1.094E-08 7 'r5 9.W-Os~i.228EF08 T.iOET68 7 TOL'r b8 I~T5EtTo8 1.6~9R;08~8'. 73YET '9 7.' 201 E2
    ~ 0F6.'099E d9'5.~271E b9'T 28E709 T O 58 2.2095-01 1.281E-07 8. 7 72E-08 5.472E-0 8 3.603E-0 8 2.721E-08 2 167E-08 1. 789E-08 1. 517E-0 8 1.312E-08 1.153E-08 558 1.010F-07 5 869E-08 4.022E-08 2.384E-08 1.657E-08 1.252E-08 9.981F-09 8.2 47E-0,9 6,.996E,0 9,, 6.,05 4E-09 5.322E-09_ t I l ALTERNATE TABLE A-11 -w AVERAGE ATMOSPHERIC DIl.UTION FACTORS(X/Q. ) REEF TOP PFLFASc 500 ALDbA 1 FCOJECT l NO Decay. UNOEPLETCD SEASON: _SJ W ER PERI 0ll: _L956_1960. ...,i I. !! Akturt evcM GE CH1/0 (Set /McTEP CU8cDI 0157ANCE IN MILFS 9WC o.253 ~ ~ 6;5 Orf OTfY6 1.000
    1. $U 6~'2. 0 0 0 2.500 - ~~Y.'bO'o
    - ~ '. 5 5'o
    4. 0 < ^
    4.500 3 4 5 2.G355-05 8.5 84F-06 4.281E-0 6 2.684F-06 1.43BC-06 9.406E-07 6.8285-07 5 28 3 E-0 7 4.26 5E-0 7 3.55 j lsh IT100 E'20 5~ 3. 5'9'4F;0Fi!790E;06TIF95-06'~*J 1696! '7 37692 52 7~2'.819 E-0 7 27176E;07 ' 1. 75 4E-0 7 T.45 8E207~1.241 E 20 7' ' O 0 -~ i t SW 3.996F-L5 1. 324E-0 5 6. e 17c-06 4.1548-06 2 2305-06 1.461E-06 1.0t 1E-06 E. 21eE-07 e.4 37E-0 7 5.52W [ WSW
    1. 242 E-95 4.047E-06 2.017E-06 1.26 2E-06 6. 730E-07 4.328E-07 3.176E-07 2.451E-0 7 1.97 4E-0 7 1.641 2.90E-05 9. 7CTF06 4.8815 06 TTOTFoTT 6T6~F-06 1.d64E-06 7 7537 6'7 5.9T7t-( 7 4. 7FiETT 3 9'~
    w ~ L wNw 1.150E-05 3.6915-06 1.834E-06 1.t'2E-06 6.052E-07 3.925E-07 O ~ 2.S29E-07 2.17e E-O f 1.7 48E-0 7 1.449E-07 1.23 0E-07 NW 2.R76F-05 9.499F-06 4.7 tSE-06 2.976E-06 1. 594E-06 1.043E-06 7.569E-0 7 5.8 5 4F-0 7 4. 7 25E-0 7 3.933 WW T' l'89E-06~2 Y6YE OClh75E 0F9 I 7 ~ 66Y 67 4.8T1E207 2 ~~;Y79E20 7-~2. 29 55'2 3 07~17767E2 77.'420E207' T.178E' 0 7 1706'1E'-0 7-' 0 s N 3.590E-05 1.181E-05 5.901E-06 3.7005-06 1.980E-06 1.335E-05 4.325F-06 2.1*6E-C6
    1. 294r-06 9.38 BE-07 7.25 5E-07 5. 8 52E-07 4. 868F-0 7 4 145E-07 NkE~
    3. sT4 F6Tl'~2 7V703 6. 3 6 SE'- d 6 3.FI F d6 2.13T FO6 1.3D$F0E3 70T1'E;b6TB15E;0 7' 6.3 01E~b'7'5;E3F-d'7 4.46 3E- 0 7 ~
    NE ~ 1.347c-06 7.163E-07 4.660F-07 3 3 665-07 2.59 3E-0 7 2.0 8 6E-0 7 1.732E-07 1.471E-07 FPF
    1. 359E-05 4.4 31E-06 2. 211E-C 6 1.383E-06 7.373E-07 4.604E-07 3.4 75 F-0 7 2.t E 0E-07 2.15 8E-07 1. 7 F
    2.150 E-05 6.992E-06 3.4 75E-Oe 2.175F-06 1.15eE-06 O 7.555E-0 7 5.46 7 E -07 4 219E-0 7 3.3 99E-0 7 2. 82 5E -0 7 2.403E-07 ESF 8.856E!6'6 T 872E;0~6 ~ l4 2 eC T'8 4 fisFOTT 74 7Er0 7T091 FOT2~.2'3'6 E;67 ~1772 SE;07 1'. 3'8 9E O 77.154E-07' 9'. '816E;0 8~~ ~ T t SF 2.220E-05 7.245E-06 3.607E-c6 2.256E-06 1.204E-06 7. 859E-07 5.E94E-O' 4 39 7E-07 3.54 5E-0 7 2.94 8F-0 7 2. 509E-07 SSE 8.399E-06 2.715E-06 1.350E-06 8.423E-07 4.480E-07 2.915E-0 7 2.107 E-07 1.62 4E-07 1.3 07E-0 7 1. 08 5E-07 9.22 5E-08 fNAUPL AVESiCF CHf/O (SFC/WrTFP CUBE 01 DISTANCE 1A FILES ""- ' p ricTG 7.'60'0 ~~ 7.500 10.600' 15~0d0 2C003 25.000 30 000- ~ ~ ~35.00'0 - ~ 40'.000 ~~45'.000 50.000 - ~ - S 2.628E-07 1.541E-07 1.06 3E-07 6.362E-08 4. 44 7E-0 8-3.377E-08 2.702F-08 2 239E-38 S5W 1.0~ff~IO7 ~ -1.S 0 5F-0 8 1.6 5 2E-08 1.455E-08
    6. 743F~M' 4'-~372E-Te-~2-~5N!;d'sTEME';b~8 T.Te'5 E-66 To43 E -0 8 976'5 i ECO9 73 64 3 E-'0 9 6766 9E 092 ~~5ITB71
    ,( SW 4.092c-07 2.359E-07 1.tS4F-07 9.087E-08 6.906E-08 - ~ WSW
    1. 210F-07 7. 04 3F-0 8 4. E54F-C e 2.8 72E-08 1.S98E -0 8 5.242F-08 4.191E-0 8 3.472E-08 2.952E-08 2.560E-08 2.25 5E 1.5125-08 1.206E-08 9.976E-09 8.468E-09 7.332E-05 6.44SE-09
    " - - - - ' - ~ 2744'O cT 1T.~7 f55'-0 7 T.179E-0 7~KODE2 '8 4. 89tE!O 8-~3-'706f-0 8' 2.959 E;08' '2 449 E-0 8 '2. 0 8 0E-0 8 1.~8 0 25-0 8 '1. 586E-0 0 w -( W:w 1.06 4E-07 6.15 5E-08 4.2CeE-O e 2.48 5E-08 1.724E-08 1.302E-08 1.036E-08 8.556E-09 7.253E-09 6.2 73E-09 i Mw 2.908c-07 1. 702E-0 7 1.172E-0 7 7.000E-08 4. 88 7E-08 tW ~ 3.708F-08 2.564E-08 2.45 5E-0 8 2.087E-0 8 1.810E-C8 1.554E-08 -$e R. 658 F - 08'~$~d '13 ?!6 s T42i>E; 0E 02W68 1.40[E!65 T.057'E 68~s.405EIO9T~9 ME!09 ' 5. 8 72E;09 5'.075E-09 4.456E-09~ 4
    3. 59 5c-07 2 097c-07 1.442F-C7 8 5785-08 5. 9 745-0 8 4. 5 24E-08 3.610E-0 8 2.98 7E-08 2. 536E-0 8 2.196E-0 8 1.932E
    • W F 1.27&F-07 7.389F-08 5.C5 8c-C e 2.993?-08 2. 07 7E-08 1.569E-08 1.249E-08 ~1.0 31E-0 8 8.74 4E Nm 3.8 70 0-0 7 2. 258E-07
    ^ '.552E20 7 9".233 ! ~08 6 410 E10 8 ~4T8 70E-0 8' '3.~8 87 E-08 3.215E-0 8 2.~7 30E-0 8' 2'.365E-0 8 2'.081E;08 1 iO: rNr 1.321E-07 7.675e-08 5.261F-Oe 3.1205-08 2.169E-08 1.640E-08 1.308E-08 1.08 te-08 9.17 tE-09 7. 93 eE-09 6.980e-09 ? I c 2.083E-07 1.215F-07 8.3 535-C 8 4.9 74E-08 3.469E-08 2. 633 E-0 8 2.101E-08 1.73SE-08~1.4 78 E-0 0 1.2 81 E E5F 87$W h 4.964ECUFTTAMr!0'e Tt3TFO'8 1.4'1TE' 68 1.0T6'ET08 8T59'4E;09'7.117E-09 6:04'9E;0'9 5.'24 3E209 4.616E-09~ P Sc 2.177 c- 0 7 1 272E-07 8.756E-Ce 5 2235-08 3.644E-08 2.7645-08 2.209E-08 1.829E-08 1 5 5 55 -0 8 1. 3 4 8E-0 SSE 7.9915-0 8 4.648!-08 3. le 8F-C e 1.894e-08 1. 3_19..E-08 9. 3 85_E...09 7. 56.SE-0 9 6.59 2E-09 5.597E-0 9 4. 848 . I 7 I i 4 ( ALTERNATE TABLE A-12 ATTACHMENT 8.10' AVERAEEJ1IpnsmEnre nri yTrnu reinog tyjg 4 secF YOp D Ft. F A W FGO it. D t L 1 PDPJeCT ' N1'Cer AE UND E PEEf f'0"-~ ' ~ ' ~ ~ SEASON: FALL O ' ' ' ~ PERIOD: 1956-1960 ' ' ~ - - - ~ ~ ~ -~ ~ ' - ' ~ ~ ~ ~ ~ ~ ~ ~ ' ' - ' ~ ~ - ~ t>NUAL *VFeeGC (bl/0 85rc/wrtrp cupcD) DISTtNCc TN MILFS ~ - ~ 5 fr Up ' 0 25U ~~ O!s0' - "0.~750 iMO TS06 0 ~ 7001 f 500 TOIO~ f50'D 4.600 2 . et ^ 5 4.'00' ~ ~ ~-~~ S 4.493F-05 1. 5015-05 7 5 2 75-Ce 4.7? se-06 2.545c-06 1.669E-06 1.213E-06 9.396E-0 7 7.592E-0 7 6.3 25F-07 5.392E-07 Ssw ~~T.'W6c;0's t 44 2r-0e 3 22 2E-C6 2.022E-06 ~
    1. 08 3E -06 "7. 08 7E-0 7 ' 5.14 3c-0 7 3.9 7 8 E-0 7 3. 211E-0 7"2. 6 72E-07 '
    SW 5.900c-05 1.967F-35 9 861E-06 e.199C-06 3.330E-06 2.183E-06 1.586E-06 1.22 8E-06 9. 920E-0 7 8.24 3E-0 7 7. 043E-07 WSW 2.333c-05 7.616E-06 3 8C7E-06 2.3828-06-~1.270E-06 i 0 8.272E-07 5.98 2E-0 7 4.612E-0 7 3.713E-0 7 3. 98 3F-07 2.620E-07 YZ $'T.'6fgr c5 y;193 Erd Tys3r '61mBc-06 W 3:165 e 1.1 W0T~'872Bf-0 7 6. 3 4 3 EJ ~7 5'.112E-0 7 4. 2 5 0E-0 7 3.61662 ~ g htW 1.117c-05 3.633C-06 1.R11E-06 1.13 2c-06 6 02 2E-07 3.919E-0 7 O - 07 2.83 2E-07 2.183E-07 1. 75 7E-0 7 1.45 9E-07 1. 240E-07 Nw
    2. 317c-05 7.696E-06 3.853c-06 2.4205-06 1.299E-06 w.w---
    9. 02 2 E-06 2. 28 2E-0 6 ' I.14 0'E-C e'"7 Z1'2 e = 207 3 ' 791E 07 ~~8.506"-07 6.178E-0 7 4.781F-0 7 3
    ~ 2 o *!
    2. 4 6 5E-0 7"1.'7 79 E-07 '.370E-07 '1.101E 0 7 971'36E of'7 758E OB 1
    2~- l i tt 1.919E-05 6. 36 8c-0 6 3.189E-C6 2.003c-06 1.075E-06 7.0 34E-07 5.107E-0 7 3.951E-0 7 3.18 9E-0 7 2.655E-07 2.262E-07 NNF
    7. 3 78 F-06 2.422F-06 1.2125-06 7.5905-07 4.054c-07 2,645F-07
    1. 915 E-0 7 1.4 78 F-0 7 1.191F-0 7 9. 8 9 5E-0 8 8. 416E-08 or
    1. 590r-05 5. 2e9r-O e 2.e 365-C e l~'e33E-06 8. 8 7 #~ 6F5 70'6W-0 7 4.216E 47 3.'261 EW'2.6 3 3 EZ o
    eer O F2719i2(C67"1.8W8E 07"
    7. 722 F-06 2. 5 46T- 06 1 2745-06 7.986E-C7 4.273c-07 2.792F-07 2
    1. 705c-05 5. 6 5 3c-06 2.829c-06 1.776c-06 9. 52 4c-0 7 6. 234F-07 2.02 48-0 7 1. 56 4E-0 7 1. 261 E-0 7 1.049E-07 8.929E-08 e
    I'-~~~ ESF-8.901c-06' 2.9 01c-06"1.44 3e-C6 9.060E-0 7 4. 830E-0 7 '3;147E-O'? 2.276E-07 1.7 55E-07 1.413E-07"1.173E-07 9 9 4.5 265-0 7 3.501E-0 7 2.826E-0 7 2.35 3E-07 2.005E-07 ~ ~ ' ~. o Sr 3.0 73E-05 1. 014F-05 5.0 7 7E-06 3.186E-06 1.706E-06 1.115E-06 8.091E-07 6.253E-07 5 044E-0 7 4.196E-07 3.572E-07 i 5?F
    1. 868F-05 6.136E-06 3 0 71E-0 6 1.924E-06 1.02 8E-06 6.709E-0 7 4.859E-07 3.751E-0 7 3.022E-0 7 2.512E-07 2.13 7E-07 i
    = M Utt Avicer.E rHf/0 (Src/vetep cu5cD) DISTfMCF IN M!Lr$ erselen- ~ '5.000^ ~ 7 530 10.0 00' ' ~ ~15.00 0~'-~2 0'. 000'~ 2 5. 000 ' ~ ~ 30.~000 ~ 35.000 4 0. 0 00 ~ 45!000' 50'.000' e S
    4. 681 F-0 7 2. 7415-0 7 1. 8 8 9E-0 7 1 127E-07 7.865E-18
    ~~ " ~'% l W 75c-07 1. f 54c2iWN92.5E! 'e 4.T3 7r:rg E30 E-08'~27505ET '85. 964E-08 4.76 5E-0 8 3.94 5E-0 8 3. 353E-08 2.9 06E-08 2.558'E-08 0 ^ - T O ~ 2.001E-08 l'.656E-08 '1407E 0 8 o Sk 6.11?c-07 3. 5 7 7c-07 2.464E-07 1.470c-07 1.025c-07 2 7219F-08 1. 0 73 E-08 1 7.7 72 C-08 6.208E-0 8 5.139E-08 4.36 7E-0 8 3. 784E-08 3.331E-08 Wew 6
    2. 269c-0 7 1. 3165-0 7 9. CC6e-C8 5.32 7E-08 3.695E-08 2.790f-08 5
    ~T ~ 2.2 21 E-0 8 1.8 3 3E-0 8 1. 55 4 E-08 ~1.254E-07'7.456$708 3.135E O7"1.827c-07 w ~.19DE 08 '3.929E-08' '3.135E-0 8 2 593F-0 8 2.201E-0 8~1.344E-08 1.180E-as~~ o WP w L ~ I
    1. 0 74 F-0 7 6. 2 3 85-0 8 4.2 7 5E-C e 2.53 5 E-08 1.762E-08 1.333c-08 1.063E-0 8 8.78 4E-09 7.45 1.906E OS 1.~677t-08 Nw
    2. 3 7 7E-0 7 1. 3 91c-07 9. 58 09-0 8 5.715c-08 3.92 6E-08 3.023E-08 2.415E-0 8 1.99 9E4 3 1. 699E-0 8 1. 4 72E-0 8 1. 296E -08 Nt W
    6. 712 E-09 3.a 817-ne 2. e 51'*-C 8 1.5t 60 8-~l~~063c;d6~6TI(3E-09
    -~'."492E 09 5. 35 5 E-09 4'.53 eE-D'9' 3s920F-09 3.44 3E-09~~ 1 ~ 6 b N 1.962c-07 1.146F-07 7. f E 7e-0 e 4.65 9 c-08 3.274E-08 2.4e0E-08 1.9 80c-0 8 1.63 8 E-0 8 1. 3 91E -6 8 1.2 F*C
    7. 29 3F-08 4 2 42e_o e p.goge-0 8 1.726c-08 1.199E-08 9.064c-09 Ne
    '1.621c-OF 9.482F-08 6 530F-0 8 3 89eE-06 2 s71 eE-08 '2.0t 1E-08 7.224E-Og 5.969E-09 5 064E-09 4.382E-09 3.852E-09 1.6 475-0 8 1. 3 6 3 E-0 8 1.15 9 E-0 8 1.004E-08 8.840E-09 ~ ~ o E *4 e
    7. 741 r-08 4 511 c-09 3.092E-02 1.e41E-08 1.281F-08 9 696E-09 7.7358-09 6.396E-09 5.429E-09 4.701E-09 4 c
    1. 739c-0 7 1 0185-0 7 7 0C7E-08 4.179c-08 2.9145-08 2.209E-08 1. 76 5E-0 8 1.461 E-0 8 1.2 41E-0 8 1.0 7
    ~~ E4 8.639c2 ~ ~- ~ 08 5.415F-08 ' 3.~43 5c-C8 2 MW0 bT. 4DET '8~1 067F~-ve~e'.'500c209 7. 02 0 E -0 9' 5.95 3 E70'9T f'5 O o Sc 3.0970-n? L 1.805c-07 1.240E-0? 7.368c-08 5.124F-08 3. 876E-08 3.090E-08 2.55 5E-08 2.16 8E-0 8 1. 8 7 7E-0 8 1.650E-08 9 ,, I_$c, _ __1.851E-07 1.076t-07 7 3M c-08 4.3 70e-08 3.035E-03 2.293r-08 1. 8 2 6 F-0 8 1.50 8E-0 8 1 2 79 E-0 8 1.106E-0 8 9. 723E -0 9 -sw.. \\ Four. Directional Elevation Views of the SNM 4 Building at the ANFFP Site e s tv. t o ' o f c.,,- N. carv. n 'o
    • 1 EL EQo,a
    \\_ i wo'o-Outside Wall Elevation View (LookingNorthwest) ~ , _ __ __ _ ___ -.__ _ _ [ ss.sv.so'6" "W W ' o " i [; etga zo' o j
    =
    1s o' o ~ l ) Outside Wall Elevation View (Looking Northeast) i i ELEe 31'o s s i f tww 20'o
    • p t
    ,H tw'O" >j l l Outside Wall Elevation View l (LookingSoutheast) i f i t' r------------, i I. e I t I .1ts ' >j { Outside Wall Elevation View I (Looking Southwest) l r.11 i f r E 9 .c. Alternate atmospheric dispersion factors for short term and annual average ] release conditions are provided in alternate tables (Attachments 8.1 through. 8.10). The factors, as originally submitted', were based on ground level release with building wake effects considered, and, with.a very conservative terrain recirculation correction factor included. These alternate factors are also based on ground level release with building wake effects considered; however, the terrain recirculation correction factor has been omitted - more in accord with Regulatory Guide 1.111, Revision 1, recommendations. (The net effect of this.less conservative approach is to reduce the ~ concentration per unit source strength (X/Q) at the site boundary by a factor of four less than the original, very conservative, submittal.) ) The current best estimate of the plant's bui1 ding dimensions is submitted as Attachment 8.11. f I a i I I ~__ .) l 1 t " / c 9. (ER: ;Section. 2-7.1;: p. 2-65:l Terrestrial Ecolo'gy) -] (a) This section repeatedly refers to the terrestrial ecological field survey conducted in the fall of 1978 (December 5-9).
    However,
    . paragraph 6-1 fr:dicates that terrestriai ecological surveys were ) conducted during four seasons. Please give the actual sampling i dates corresponding with the four seasons. Does Section 2-7.1 contain all-data from the-four seasons? If not, please update this section. (b) Please estimate the grazing capacity (AUM) for pasture land on the i ANF?? site and within Autauga County. RESPONSE-1 a. Actual sampling dates were December 4-10, 1978; February 26-March 2, 1979; May 18-23,1979; and August 6-10, 1979. .l l l The schedule for submitting the Environmental Report did not initially pennit inclusion of all four seasons of data; r.ow, however, a summary of. the total four seasons of terrestrial ecology data has been compiled in the I "Sumary Raport of the Four Seasons Survey", as referenced. A copy of l this Sumary Report is included with this submittal. I b. The existing grazing land (pasture) on the ANFFP site amounts to 314 -l acres (see page 2-65 of the Environmental Report). (If existing cottonfields l were also converted to pasture, this could add ancther.150 acres.) During the suntner site survey,117 head of cattle were counted grazing on the ] upland and lowland pastures, j In the whole of Autauga County,-+he grazing land amounts to approximately 40,000 acres. This pastured approximately 26,000 head of cattle in 1977, I and 23,000 head in 1978. i l 1 I l 1 i ,- - _ - _ - -.. -. - - -. - - -. -... -.. -.}}