Text

Testimony of D Crocker,Re Dippell & Wg Johnson on Remanded Issue of Coverage of Lilco Emergency Broadcast Sys.* Certificate of Svc Encl.Related Correspondence
	ML20148T013
Person / Time
Site:	Shoreham File:Long Island Lighting Company icon.png
Issue date:	04/13/1988
From:	Crocker D, Dippell R, Johnson W; CAMPAIGN RESEARCH, INC., COHEN & DIPPELL, P.C., LONG ISLAND LIGHTING CO.
To:	;
References
	CON-#288-6098 OL-3, NUDOCS 8804200114
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{{#Wiki_filter:_ _ _ _ - _ _ _ _ _ _ _ _ /pa9W D guGEO ur,. 88 NH 15 P1 :07 3 g5 tc.,, :: o. u r t DOCM i M '-BR ANLH.! O UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION Before the Atomic Safety and Licensing Board O in the Matter of ) ) LONG ISLAND LIGIITING COMPANY ) Docket No. 50-323-OL-3 ) (Emergeticy Planning) !O (Shoreham Nuclear Power Station, ) (Emergercy Broadcast System) Unit 1) ) l 9 TESTIMONY OF DOUGLAS CROCKER, RALPH E. DIPPELL AND WILLIAM G. JOHNSON ON THE REMANDED ISSUE OF THE COVERAGE OF LILCO's EMERGENCY BROADCAST SYSTEM O i lO l HUNTON & WILLIAMS 707 East Main Street Richmond, Virginia 23219 O April 13,1988 0 8804200114 000413 DR ADOCK 0500 D g

) i D O UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION Before the Atomic Safety and Licensing Board ,0 in the Matter of ) ) LONG ISLAND LIGHTING COMPANY ) Docket No. 50-322-OL-3 ) (Emergency Planning) lO (Shoreham Nuclear Power Station, ) (Emergency Broadcast System) l Unit 1) ) lO TESTIMONY OF DOUGLAS CROCKER, RALPH E. DIPPELL AND WILLIAM G. JOHNSON ON THE REMANDED ISSUE OF THE COVERAGE OF LILCO's EMERGENCY BROADCAST SYSTEM O l O HUNTON & WILLIAMS 707 East Main Street Richmond,Virgirda 23219 O April 13,1988 O O

LILCO, April 13.1988 D UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION 3 Before the Atomie Safety and Licensing Board in the Matter of ) ) g' LONG ISLAND LIGHTING COMPANY ) Docket No. 50-322-OL-3 ) (Emergency Planning) (Shoreham Nuclear Power Station, ) (Emergency Broadcast System) Unit 1) ) TESTIMONY OF DOUGLAS CROCKER, RALPH E. DIPPELL O AND WILLIAM G. JOHNSON ON TiiE REMANDED ISSUE OF THE COVERAGE OF LILCO's EMERGENCY BROADCAST SYSTEM CONTENTS

g P_ag Identity and Qualifications of Witnesses.......................

1 l l0 II. S co pe of Tes t i m o ny...................................... 1 III. The LILCO Emergency Broadcast System (EBS).................. 2

O i

IV. Covera ge of LILC O's E BS.................................. 3 Attachments A - Resume of Douglas Crocker O B - Resume of Ralph E. Dippell P C - Resume of William G. Johnson D - Engineering Report Re Field Strength O Measurement Survey of Radio Stations ^ WEZN (FM), Bridgeport, Connecticut WPLR (FM), New Haven, Connecticut for Long Island Lighting Company. June 1987. Cohen and Dippell, P.C. O E - Engineering Report Re Field Strength Measurement Survey of Radio Station WINS, New York, New York O P \\ !

4 1010 KHZ 50 KW DA-1 and WELI, New ilaven, Connecticut,960 KHZ 5 KW DA-N for Long Lsland Lighting Company, June 1987. Coher. and Dippell, P.C. F - Engineering Report Re Computed Signal Contours for Stations WICC, WELI, WGLI, WRHD. WLl51, WLNG ASI and F51, WPLR (FS1) and WRCN-F51, September 1987, Cohen and Dippell, P.C. q G - Campaign Research, Inc., Poll of 600 Residents of the Shoreham EPZ H - Campaign Rese9rch, Inc., EPZ Radio Study L.D O O ') O O O

i 1 IDENTITY AND QUALIFICATIONS OF WITNESSES j O 1. Q. Please state your name, position and business address, and summarize your j qualif1 cations. A. [Crocker] My name is Douglas Crocker. I am Manager of Nuclear Emer-l 0 gency Preparedness for Long Island Lighting Company (LILCO). My busi-ness address is 131 Hof f man Lane, Central Islip, New York 11722. A sum- [ j mary of my qualifications appears as Attachment A to this testimony. JO-(Dippell) My name is Ralph E. Dippell. I am a principal in the firm of l Cohen and Dippell, P.C. My business address is 1015 15th Street, N.W., Suite 703, Washington. D.C. 20005. A summary of my professional qualifi-5 0 cations appears as Attachment B to this testimony. (Johnson] My name is William G. Johnson. I am President of Campaign Research, Inc. and Bill Johnson & Associates, Inc. My business address is 559 Gramatan Avenue, Mt. Vernon, New York 10552. A summary of my j 1- \\ professional qualifications appears as Attachment C to this testimony. 1 io SCOPE OF TESTIMONY 1 l 2. Q. Please describe the scope of this testimony. A. (Crocker] This testimony addresses the contentions filed by the interve-l l nors in this remanded proceeding concerning LILCO's EBS system, insof ar i as they were admitted by the Licensing Board in its ruling dated l lO February 24,1988. ASLBP No. 88-561-02-O LR. j [ 1 h 1 l0 l 1 i 1 l O t

O O THE LILCO EN1ERGENCY BROADCAST SYSTE51(EBS) 3. Q. Please describe the emergency broadcast systera for Shorenam contained in the LILCO emergency plan Revision 9. O A. (Crocker] The EBS consists of seven Ah! radio stations and three F51 sta-tions. Seven stations -- WRCN-F51 (Riverhed), WLNG-FS1 (Sag Harbor), WLI51(A51) (Patchogue) WRHD(A51) (Riverhead) WRIV(A51) (Riverhead). O WLNG( A51) (Sag Harbor), ard WGLl(A51) (Babylon) -- are on Long Island. The remaining three - WPLR(F51) (New Haven), WELI( A51) (New Haven), and WICC(A51) (Bridgeport) -- are Connecticut stations. The seven Long O Island stations were members of the previous EDS that was litigated and found acceptable by the Licensing Board. LBP-85-12,21 NRC 644,763-64 (1985)(PID). The three Connecticut stations are new members of the EBS O for Shoreham. Together, these ten stations provide coverage of the entire EPZ and most of Long Island. LILCO has entered into an agreement with WPLR(F51) to act as the O trigger station in the Shoreham EBS. A copy of the agreement appears in the Plan at App. B-83 (Rev. 9). WPLR, located in New Haven, Con-necticut, broadcasts at a power level of 14.1 kilowatts twenty-four hours O a day, seven days a week, on an assigned frequency of 99.1 on the F51 band. WPLR's coverage area includes the entire 10-mile EPZ around Shoreham. During a Shoreham emergency, WPLR would activate its tone O generator, which would automatically alert the nine other participating radio stations in Connecticut and on Long Island, in a manner similar to O 3, O

O the EBS system previously found acceptble. S_ee PID at 763-64, Clawson e e_I aj., f f. Tr. 5254, at 4. WPLR would then broadcast EBS messages over O its own f requency throughout the EPZ. Each of the other nine stations would be ab!c. in turn, to either rebroadcast simultaneously the EBS mes-sages received from WPLR or to tape the messages for later rebroadcast. O WPLR's signal would also alert the special f acilities and large employers to whom LILCO has distributed tone alert radios. S_ee PID at 759-60. The two additional stations that have agreed to participate in the O EBS since the prior revision of the Plan (Rev. 8) are WICC(A51) in Bridgeport, Connecticut and WELI(A51) in New flaven, Connecticut. A copy of the agreement with WICC appears in the Plan at App. B-84 (Rev. O 9), and a copy of the agreement with WELI appears in the Plan at App. B-85 (Rev. 9). WICC broadcasts 24 hours a day, at a power level of 1 kw during daytime hours and 5 kw during nighttime hours. WELI broad-casts ?4 hours a day at a power level of 5 kw. COVERAGE OF LILCO's EBS O 4. Q. Can WPLR-F31 function as an effective and adequate primary EBS station for transmission of EBS messages and activation of tone alert radios throughout the EPZ? O A. (Crocker Dippell) Yes. WPLR is capable of transmitting, and does transmit, a measured signal of suffielent strength (over 1000 microvolts per meter) to transmit radio messages throughout the entire 10-mile O Emergency Planning Zone (EPZ) around the Shoreham plant. The signal from WPLR can easily activate the tone alert radios within the EPZ. The O O

l 3 i tone alert radios at schools, hospitals and other facilities in the EPZ are Emergency Alert Receiver. Inc. (EAR) units, with a receiver sensitivity of 3 microvolts per meter, well below ;the signal strength of WPLR throughout the EPZ. 5. Q. Is WPLR's broadcast signal too weak to convey a strong and clear message 3 throughout the EPZ A. (Crocker, Dippell) No. WPLR's broadcast signal is of suifleient strength l

g to convey a strong and clear message throughout the EPZ.

6. Q. What is the basis for that conclusion? A. (Crocker] I directed Cohen and Dippell to make a determination as to the signal strength of WPLR. i (Dippell) Coh9n and Dippell researched and analyzed documents in the f of ficial files of the Federal Communications Commission (FCC). and also conducted extensive field tests in central Suffolk County, New York, with j specific emphasis on the EPZ to determine the broadcast signal strength t fWPLR. l O The !! eld tests were conducted utilizing both FCC procedures (radi-l al and grid methods) and in accordance with 47 C.F.R. S 73.314 of the FCC rules. In addhlon to the field strength measurements WPLR was j 'O monitored and recorded on a Sony receiver. FM/AM stereo cassette-f corder. The methodology and procedures used in conducting the field and [ listening tests are explained in detailin the attached Engineering Report O entitled: Engineering Report Re Field Strength Measurement Survey of Radio Stations. WEZN(FM), Bridgeport. Connecticut, WPLR(FM), New i i .O l t O

l O' Haven. Connecticut for Long Island Lighting Company, June 1987 (At-tachment D to this testimony). The Report was prepared by Cohen and O Dippell under my ofrection and supervision. The contents of the Report l are true and accu

ate to the best of my knowledge, information and be-

[ v lief. O Based on the results of this analysis. WPLR provides a signal level i of at least 1 millivolt (1000 microvolts) per meter (60 dBu), as provided in } the FCC rules, to the entire EPZ utilizing either FCC method for con-j o ducting field strength measurements. Additionally, listening tests and recorded audio cassettes of the WPLR broadcast, made during the Cohen t and Dippell fleid survey, demonstrate that WPLR provides a strong, clear, O listenable signal throughout the EPZ. f 7. Q. Does the geography of Long Island, combined with the location of WPLR's i O transmitters, prevent the transmission of clear broadcast messages I throughout the EPZ? A. (Crocker Dippell] No. .O (Dippell) The clearest evidence of this is the field tests conducted by I personnel in my firm, under my direction and supervision. Actual field measurements of signal strength, of course, take into account the effects O of geography and transmitter location. As set for'h in Attachment J, the field tests showed that WPLR provides the FCC recognized signallevel of r i 1 millivolt per meter (60 dBu) to the entire EPZ. O i 8. Q. Does WPLR provide capability to issue warning messages on a 24-hour [ i I basis? i O ( l i o

m A. (Crocker Dippell) Yes. WPLR is licensed to broadcast on a 24-hour basis, whether or not under emergency conditions. O {Dippell) WPLR is a class B FS! Broadcast station operating on Channel 256 B (99.1 mHd with maximum f acilities permitted for class 13 FS! sta-O tions under the FCC rules. In accordance witil its broadcast license. WPLR is permitted to operate 24 hours a day w'th the same signal strength day and night resulting in the same 1 m!!!ivoit per meter (60 dBu) i O coverage day and night, in accordance with FCC rules. I 9. Q. Are radic antennas on Long Island typically oriented in a nominal cast-west direction? O A. (Crocker, Dippell) We have seen no evidence to that effect. (Dippell) Based on my years of experience in the radio broadcast indus-O try, particularly in assisting radio stations with their advertising pro-grams, it is my firm belief that directional receiving antennas are seldom used. Radio antennas commonly in use are non-directional, such as car O radio antennas, and antennas in radios with self-contained or electric power cord antennas, whose orientation is random. Thus, in my opinion. radio antennas on Long Island are not generally oriented in any particular O direction. 10. Q. Please describe the coverage provided by the remaining stations (other than WLPR)in the LILCO EBS system. O A. (Dippell) Field strength measurements were conducted for WELI in ac-cordance with 47 C.F.R. SS 73,153 and 73.186 of the FCC rules and are O 6-O

) shown in the Cohen and Dippell Engineering Report Re Field Strength 51easurement Survey of Radio Station WINS, New York, New York,1010 ) KHZ 50 KW DA-1 and WELI, New Haven, Connecticut, 960 Kilz 3 KW DA-N for Long Island Lighting Company, dated June 1987 ( Attachment E to this testimony). The Report was prepared by Cohen and Dippell under ) my direction and supervision. The contents of the Report are true and accurate to the best of my knowledge, information and belief, The mea-surements were mati' on three radial directions from the WELI transmit- ) ter site: S M2' E. N 172.5' E and N 187' E. Included with the June 1987 report (Exhibit D is a coverage map showing the measured 0.5 mv/m day-time contour of WELI. This contour was based on the data extracted from ) the N 187* E radial Tite other two radials, N 162' E and N 172.5' E, were measured to the Atlantic Ocean and Storiches Bay respectively. All of this measured data on these radials showed a signal level in excess of J 0.5 mv/m In accordance with FCC rules. A composite map of compute () A510.5 mv/m daytime coverage contours and F51 1 mv/m (60 dBu) conicurs is shown in Figure 1 of the D Cohen and Dippell Engineering Report Re Computed al Contours for Stations WICC, WEll, WGL!, WRHD, WLIN1, FLNG A51 t '51, WPLR(F51) and WRCN-FS1, dated September 1987 (Attachment F tc ss testimony). 3 That Report was prepared by Cohen and Dippell under my dh'ection and supervision. The contents of the Report are true and accurate to the best of my knowledge, information and belief. The contours presented on the q [ composite map in Attachment F were taken from the FCC broadcast 11-cense files of the respective stations, except for WPLR and WELI. The q 7 O

lO contour shown for WPLR is based on Cohen and Dippell's field strength measurements. The contour shown for WELI was based on its computed O contour with the exception of the N 187 E direction, which was based on the Cohen and Dippell measured data. As shown in Attachment F, based on its computed (predicted) con-O tour WRCN-FM provides coverage of 1 mv/m to approximately 92% of the EPZ. WRCN is located on Long Island, at Riverhead, and is licensed to operate 24 hours a day with full f acilities and power. 10 11. Q. Please describe the AM coverage of the Shoreham EBS, both day and night. .O A. (Crocker Dippell) The Shoreham EBS provides adequate AM coverage of the entire 10-mile EPZ during the day. !O [Dippell) The daytime signal contour map contained in the September, 1987 Engineering Report (Attachment F) clearly shows that the l ( participating AM stations, particularly WICC and WELI, cover the entire

O EPZ during the day. Stations WRHD(AM), WLIM(AM), and WLNG(AM) also provide coverage to portions of the EPZ during the day.

(Crocker] With respect to nighttime AM coverage, WELI broadcasts 24 ( 10 hours per day, seven days per week with full daytime power. Although i the two other AM stations that normally broadcast at night (WICC and l_ f WGLI) broadcast at lower power levels at night, the agreements that O WICC and WGLI have signed indicate that each, consistent with its license and FCC regulations, is permitted to broadcast at any time at full daytime O _g. 1 I O l

.. =- .O power in response to emergency conditions. Se_e LILCO Plan (Rev. 9), App. B-84, B-58. Similarly, the AM stations that were part of the previ-ous Shoreham EBS and have reaffirined their earlier agreements are simi-larly permitted, under FCC regulations, to use their full daytime f acilities and power levels during righttime hours to broadcast emergency informa-O tion in response to emergency conditions. See Clawson et al., ff. Tr. 5254. at 9; 47 C.F.R. S 73.1250(f). The Licensing Board previously relied upon such agreements - and FCC regulations permitting daytime AM stations -O to use their full daytime facilities and power levels to broadcast emergen-cy information at night - in approving the previous Shoreham EBS. PID at 764. O-(Dippell] The AM nighttime coverage contour shown for WELI on the map contained in the Engineering Report dated September 1987 0 (Attachment F) is based on daytime measurements and incorporates the WELI nighttime directional pattern. No other nighttime coverages were shown since they could not be found in the respective stations' license O files. It is my opinion, however, that WICC provides nighttime interfer-ence free service to parts of the EPZ, based on its transmitter location and the ground propagation between the WICC transmitter and the EPZ.

O We did not attempt, however, to compute any otner nighttime coverage contours employing the assumption that the various AM stations were permitted to broadcast at night at full authorized daytime limits in an lO emergency, iO O

) -(Crocker] Such additional computations were considered unnecessary, since WPLR provides full FM coverage to the entire EPZ at night. D 12. Q. Have you reviewed any data generated by Moffett, Larson & Johnson, Inc., consultants for the Intervenors, concerning potential gaps in AM coverage 3 of the Shoreham EBS at night? A. ( Dippell] Yes. I have reviewed preliminarily certain documents produced under cover of a letter dated April 6,1988, to K. Dennis Sisk (Hunton & 7 Williams) from Michael J. Missal (Kirkpatrick & Lockhart), which were apparently prepared by Molfett, Larson & Johnson. O 13. Q. Were the data in those documents generated in accordance with FCC pre-scribed methods? A. (Dippell) No. The procedures used by Moffett, Larson & Johnson for con-l lQ ducting the AM field strength measurement tests reflected in the docu-ments were not in accordance with FCC rules, specifically 47 C.F.R. SS 73.153 and 73.186. Under those rules, none of that data would be ad-lO missible in an FCC proceeding. Moffett, Larson & Johnson used a grid system for the AM measure-ment locations. A grid system is permitted by the FCC rules, 47 C.F.R. O S 73.314, for FM measurements but not for AM measurements. Section 73.186 of the FCC rules clearly specifies the manner in which AM mea-l l l surements should te made and analyzed. All AM measurements must be 1 'O made on radials at specified intervals starting at the AM antenna. The Moffet, Larson & Johnson documents state that "radials were established ... (for) WICC, WELI and WLIM" (Engineering Statement Regarding O -t0-O

O Field Strength Sleasurements of Radio Stations at 3), but their maps of measurement locations indicate that many measurements were actually O taken far off of the "radial." No analysis of measurements was made as required by S 73.186(2) and (3). O 14. Q. If there were any gaps in AM coverage of the EPZ at night by the Shoreham EBS, would that be significant? A. [Crocker) No. At my direction, Mr. William G. Johnson conducted a sur-O vey designed primarily to determine whether residents of the EPZ own AM/FM or FM-only radios. (Johnson] A telephone survey of 600 households in the Shoreham EPZ O was conducted under my direction and supervision. A copy of the results of the survey is attached to this testimony as Attachment G. The con-tents of Attachment G are true and accurate to the best of my knowledge, O information and belief. The methodology for the survey is set forth in Attachment G. The sample of households used in the survey was randomly selected and provides a statistically valid basis for determining the per-O centage of households within the EPZ who own FM radios, within the mar-gin of error and confidence level set forth in Attachment G. The survey shows that 98% of EPZ households own radios in their homes, with an av- 'O erage of 3.3 radios per househcid. Of these households with radios,99% (or 97% of all EPZ households) have at least one FM radio in their homes. Thus, only about 3% of EPZ households would not have an FM radio in 'O their homes. As shown on Attachment H, however, of those households without an FM radio in their homes (about 3% of the total),58% have an FM radio in one or more automobiles. Thus, less than 1.5% of EPZ O O

O households might be unable to receive emergency information in their homes or automobiles from a participating FM EBS station. O Attachment H was prepared under my direction, based on the original sur-vey results; its contents are true and accurate to the best of my knowl-edge, information and belief. .O 15. Q. Is the number of people who do not own a radio or do not have an FM radio significant? O A. (Crocker, Johnson) No. Based on the survey, the number of houeholds who do not have an FM radio in their home or automobile is less than 1.5% of the households within the EPZ. Thus the number of people wivo may

O not be able to listen to WPLR(FM)is small.

(Crocker) The significance of his number is further reduced by other f ac-tors. The EPZ is virtually covered by 89 sirens. These are operated to tell

O people to turn on their EBS radio. People who do not have an FM radio or any radio at can seek out a neighbor who does have a radio when they hear the sirens. Furthermore, LILCO will distribute in the EPZ annually a

'O brochure, posters, and similar material that will inform residents and transients of the function of the sirens, provide direction concerning EBS, and identify the participating radio stations. The brochure will make peo- 'O ple aware that a radio would be their prime source of emergency informa-tion in the event of a Shoreham emergency; this will permit them to make arrangements for a radio,if they do not already have one. 10 0 O l

16. Q. Does the EBS 'ar Shoreham, as set forth in Revision 9 of the LILCO Plan, comply with applicable regulatory requirements? ) A. (Crocker] Yes. The Shoreham EBS satisfies the requirements of 10 C.F.R. S 50.47(b)(5) and (6), and Appendix E S IV.D.3 and is in accordance with the guidance of NUREG-0654, Supp.1 S !!. E.5 and 6 and Appendix 0 l 3, and FEMA REP-10. The EBS provides a means of alerting and providing prompt instructions to the public within the plume exposure pathway l l EPZ, by means of commercial broadcast of initial and follow-up instruc-O tions to the public throughout the EPZ, on a 24-hour-a-day, 7-day-a-week i l basis. See 10 C.F.R. Part 50, App. E S IV.D.3. The EBS thus establishes means for early notification and clear instruction to the populace within O the EPZ, and provides for prompt communications to the public. See 10 C.F.R. S 50.47(b)(5) and (6): NUREG-0654, Rev.1, Supp.1, S II.E.5 and 6, and App. 3; FEMA REP-10 at E-4. lO 17. Q. Does that conclude your testimony? l A. (Crocker, Dippell, Johnson] Yes.

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.O. ATTACHMENT A DOUGLAS M. CROCKER O MANAGER, NUCLEAR EMERGENCY PREPAREDNESS DIVISION NUCLEAR OPERATIONS SUPPORT DEPARTMENT LONG ISLAND LIGHTING COMPANY 'O EDUCATION Stevens Institute of Technology - B.E. with Honor in Mechanical Engineering,1972 State University of New York at Stony Brook - M.S. in Marine Environmental Science,1978 g Stone & Webster Radiological Safety Course Medical Aspects of Radiological Emergencies Course, New York Academy of Medicine,1983 Harvard School of Public Health, "Planning for Nuclear Emergencies," 1985 O Harvard School of Public Health,"Advanced Planning for Nucleat Emergencies," 1986 EXPERIENCE

SUMMARY

During the period May 1980 to the present, Mr. Crocker was generally responsible for preparing emergency plans, procedures, training programs, exercise scenarios and othe,- emergency planning activities. He was actively involved in ASLB licensing hearings on emergercy planning. He has participated in many practice exercisci and has observed many emergency plan exercises. 'O Mr. Crocker is presently Nuclear Emergency Preparedness Manager responsible for the SNPS Onsite and Offsite (LERO) Emergency Preparedness Programs. This consists of developing and maintaining f acilities, plans, procedures, training, and drill programs to satisfy NRC and FEMA requirements in support of the SNPS licensing effort. He directs a staff of 45 LILCO and consultant personnel. O From May 1986 to December 1987, Mr. Crocker served as Supervisor - Offsite Emergency Preparedness in addition to his duties as Manager of Nuclear Emergency Preparedness. Duric.g the period March 1985 to June 1986, Mr. Crocker was Onsite Emergency Preparedness Supervisor responsible for all onsite planning activities including the onsite portion of the O 1986 NRC observed exercise. From September 1982 to February 1985 Mr. Crocker was Project Engineer responsible for all Stone & Webster Engineering Corp. - N.Y. emergency planning projects. In this capacity, he directed a staff of forty-five engineers and planners in the execution of up to five simulta-neous projects for utility clients. .O Mr. Crocker joined Stone & Webster Engineering Corporation (SWEC) in May 1976 as an Engi-neer in the Environmental Engineering Division. Working in the EnvironmentalImpact Anal-ysis Group, his activities included the mathematical modeling of cooling tower visible O

l t ) plumes, coastal storm surge, and wave effects on shoreline intake structures. He has also had experience with the modeling of thermal discharges from power plants and with the col-3 lection and analysis of hydrothermal data. His past assignments include circulating water system performance tests at Shoreham Nuclear Power Station and the preparation of indus-trial energy survey reports for the petroleum refining and olefins industry. At Shoreham, Mr. Crocker was responsible for the collection and analysis of hydraulle transient data. Prior to joining SWEC, Mr. Crocker worked as a Research Assistant at the Marine Science g Research Center at the State University of New York at Stony Brook, collecting and analyz-ing oceanographic data during his graduate study from 1974 to 1976. From 1972 to 1973, Mr. Crocker worked as an Estimator for L. K. Comstock and Co., Inc., preparing bids for electrical construction projects. O PUBLICATIONS "Radiological Protection Issues Associated with the Establishment and Operation of Public Evacuee Reception Centers on Long Island," D. M. Crocker, D. P. Dreikorn, and R. J. Watts, 3 to be presented at the Health Physics Society Annual Meeting, Boston, Mass., July,1988. "Development and Verification of a Synthetic Northeaster Model in Application to Coastal Flooding," Y. J. Tsai, D. M. Crocker, T. J. Burda, and F. K. Chou, Proceedings of National Symposium on Urban Storm Water Management in Coastal Areas,1980. t O "Intake Screenwall Surging Caused by Wave Dynamics," Y. J. Tsal, Y. C. Chang, and D. M. Crocker, Hydraulics in the Coastal Zone,1979. "E N-129: Cooling Tower Visible Plume Model - User's Manual," Y. J. Tsal and D. M. Crocker, Stone & Webster Engineering Corp., April 1977. O "EM-128 - Intake Surge Model - User's Manual," D. M. Crocker and Y. C. Chang, Stone & Webster Engineering Corp., August 1977. l AWARDS lO Stone & Webster Engineering Corporation's "Ten Best Papers Award," 1980. O O O

O DETAILED EXPERIENCE RECORD DOUGLAS M. CROCKER O LONG ISLAND LIGHTING COMPANY, SHOREHAM NUCLFAR POWER STATION (May 1984 to present) Manager, Nuclear Emergency Preparedness Division (July 1986 to present) Mr. Crocker is responsible for all Nuclear Emergency Preparedness activities for the Shoreham Nuclear Power Station. He oversees the onsite and offsite (LERO) emergency pre-paredness programs to ensure a satisfactory level of preparedness. He is responsible for plans, procedures, drills, training, exerc!ses, and f acilities for the 3600 member emergency response organization. In this cffort, he directs a staff of 45 LILCO and consultant person-g- nel. Additional duties include providing technical support and testimony in ASLB licensing hearings, coordinating with legal support organizations, and coordinating exercise activities with NRC and FEMA. During the period July 1986 to December 1987, Mr. Crocker also served as Acting Offsite Emergency Preparedness Supervisor, Offsite Emergency Preparedness Supervisor (May 1986 to July 1986) g Mr. Crocker was responsible for the development and maintenance of the Local Emergency Response Organization (LERO). He was responsible for the LERO plan and procedures, training, drills, and f acility maintenance. He supervised a staff of twelve LILCO and consul-tant personnel. Additional duties included support of ASLB licensing hearings on emergency O Preparedness issues and the resolution of FEMA plan and exercise comments. Onsite Emergency Preparedness Supervisor (March 1985 to May 1986) Mr. Crocker was responsible for the Onsite Emergency Preparedness Program. He directed the preparation and maintenance of: (1) SNPS Emergency Plan and Procedures, o (2) Emergency Response facilities, (3) Emergency Preparedness Training Program, and (4) Emergency Preparedness Drill Program. He was responsible for preparations for the suc-cessful onsite portions of the first NRC observed exercise. He directed a staff of ten LILCO and consultant personnel in this effort. Onsite Emergency Preparedness Coordinator (acting)(May 1984 to February 1985) O Mr. Crocker came to SNPS as a Stone & Webster employee in May 1984 to serve as an interim replacement for the departing LILCO coordinator. He was responsible for the onsite emer-gency preparedness preparations for the first NRC observed exercise. Mr. Crocker lef t Stone & Webster to work for LILCO in the same capacity.

O STONE & WEBSTER ENGINEERING CORPORATION, NEW YORK, N.Y. (May 1976 to Febru-ary 1985)

Appointments: Project Engineer - 1982 O Environmental Engineer - 1982 Engineer - Environmental - May 1976

O

O -4 Emergency Planning. SWEC-NY (September 1982 to February 1985) O Mr. Crocker was PROJECT ENGINEER, responsible for all emergency planning work in SWEC-NY, supervising a group of approximately forty-five planners. Long Island Lighting Company (September 1982 to February 1985) Mr. Crocker was PROJECT ENGINEER, coordinating planning support services by SWEC per-O sonnel at LILCO headquarters and the Shoreham site. Public Service Company of Indiana (September 1982 to January 1984) Mr. Crocker was PROJECT ENGINEER for emergency planning for the Kentucky portions of the Marble Hill NGS emergency planning zone. He was responsible for the preparation of g state and county plans, procedures and training. State of Delaware (September 1982 to November 1983) Mr. Crocker was PROJECT ENGINEER, directing emergency plan, procedure, and training Program development for the Delaware Department of Emergency Planning and Operations. O Cincinnati Gas & Electric Company (May 1980 to January 1984) Mr. Crocker was PROJECT ENGINEER for emergency planning for the Wm. H. Zimmer Nu-clear Power Station in Moscow, Ohio. He was responsible for all offsite emergency plans, O Procedures, and training, and provided licensing support to CG&E during its ASLB hearings. Brookhaven National Laboratory (March 1980 to April 1980) Mr. Crocker was assigned to a feasibility study of alternative fuel uses in industrial boilers and furnaces. Long Island Lighting Company (November 1979 to February 1980) Mr. Crocker was assigned to the pressure and performance testing of the cooling water cir-culating system at the Shoreham Nuclear Power Station, where he was responsible for data collection and analysis. .O U.S. Department of Housing and Urban Developmpnt Federal Flood Insurance Administration (FIA)(March 1978 to December 1978) Mr. Crocker conducted Flood Innsurance Studies for nMe coastal communities in Maine. He was PRINCIPAL COASTAL INVESTIGATOP., responsible for the development of a synthetic 0 northeaster storm model and for the analysis of coastal flood elevations. U.S. Department of Housing and Urban Development, Federal Flood Insurance Administration (FIA)(June 1977 to March 1978) Mr. Crocker was SUPPORT COASTAL ENGINEER for the Maine flood study. He was as-O signed to northeaster computer model development. O

~O National Oil Company, Libya (May 1977 to June 1977) O He was responsible for a wave and surge study for intake design. Mr. Crocker determined de-sign parameters of an intake structure located on the Mediterranean Sea. Indiana Power & Light Company (March 1977 to July 1977) Mr. Crocker analyzed the hydrothermal characteristics of a cooling tower blowdown dis-O charge into the Ohio River. Millstone Unit No. 3, Northeast Utilities (May 1977) Mr. Crocker conducted a hurricane surge and wave study for the design of a cooling water I"******#" *""** O Long Island Lighting Company (January 1977 to April 1977) Mr. Crocker participated in hurricane surge and wave analysis. He developed a computer model of intake screenwell surging in response to storm waves. He also calculated storm surge elevations caused by a modified probable maximum hurricane. .O Koshkonong Units 1 and 2, Wisconsin Electric Power (January 1977 to March 1977) He analyzed hydrothermaLcharacteristics of a cooling tower blowdown discharge into the Rock River. Mystic Station Unit No. 7, Boston Edison Company (August 1976 to January 1977) Mr. Crocker conducted a hydrothermal field survey and data analysis. He was responsible for a temperature and dye field survey and subsequent analysis to determine the hydrothermal characteristics of a fossil power plant once through cooling system discharge and its effects .O on circulation in the Mystic River Estuary. Jamesport Units 1 and 2 Long Island Lighting Company (July 1976 to August 1986) Mr. Crocker conducted an analysis of wave forces in the interior of the cooling water intake structure.

O Montague Units 1 and 2 Northeast Utilities (May 1976 to July 1976)

Mr. Crocker was responsible for the modification and verification of a cooling tower visible plume model. He incorporated upper air sounding data into the analysis of plumes. l0 State University of New York at Stony Brook (1975 to 1976) As a RESEARCH ASSISTANT, Mr. Crocker developed computer models of tidal circulation in New York Harbor and the Peconic Estuary, iO l tO

--n-- lO I 1 10 1 iO jo ATTACHMENT B lQ l 1 !G 1 G l o O

ATTACHMENT B 0; O COHEN AND DIPPELL, P.C. O Cohen and Dippell, P.C. and its predecesors, have provided professional engineering service since 1938 to the U.S. broadcasting industry, and also have O. provided worldwide service including feasibility studies, design and commissioning of broadcast iacilities. Cohen and Dippell, P.C. provides engineering support for FCC applications, O and expert testimony before FCC administrative law judges, the FAA, civil courts, city councils, and zoning boards. Primary services include: complete planning of AM, FM, and TV broadcast and auxiliary f acilities; design and proofing O of directional antenna systems; AM, FM and TV signal strength measurements for determining coverage, verification of antenna performance, site suitability and interference; radiation exposure limit studies and field tests, and equipment - O appraisals. 'O O O E O

4 Resume of Ralph E. Dippell, Jr. Ralph E. Dippell, Jr. is a graduate electrical engineer, a registered professional engineer, in the District of Columbia (Registered Number 1385) and is a Vice President of the firm of Cohen and Dippell, P.C., Consulting Engineers, Radio-Television, with offices at 1015 15th Street, N.W., Suite 703, Washington, D.C. 20005. He is a member and past president of the Association of Federal Communications Consulting Engineers, and a member of the Institute of Electrical and Electronics Engineers, and the American Astronautical Society. January 1973 to Present Formation of Corporation, Cohen and Dippell, P.C. with Ralph E. Dippell, (- Jr. as Vice President. January 1970 to January 1973 O He was a partner with Julius Cohen in the firm of Cohen and Dippell, Consulting Engineers, which was a continuation of the prior partnership following the retirement of George C. Davis and Walter L. Davis. O 1947 to 1970 From 1947 to 1956, he was employed by George C. Davis, Consulting g Engineer, as a Radio-Television Engineer. From 1956 to 1970, he was a partner in the firm of George C. Davis, Consulting Engineers, Radio-Television. A description of his duties and work performed from 1947 to the present are as O follows: O O

lO-He has been responsible for the design and adjustment of numerous multi-element directional antenna systems for broadcast stations; for frequency v allocation and interference studies; for field intensity measurement surveys for AM, FM, and TV, for CATV and Microwave Systems; for the preparation of engineering exhibits for submission to the Federal Communications Commission re: applications, objections, petitions and hearings. He has appeared many times over the past 40 years as expert engineering witness in Federal Communications Commission hearings on radio and television matters. g 1947 He graduated from the University of Illinois, Urbana, Illinois, with the O degree, Bachelor of Science in Electrical Engineering. 1942 - 1945 He was in the United States Army during this period. In 1943, he attended O the Army Signal Corps School, Fort Monmouth, New Jersey, enrolled in the Repeater and Carrier (long distance telephone) course. 1943 through 1944, he o attended Rutgers University, New Brunswick, New Jersey, and completed the full course of the Army Specialized Training Program in Electrical Engineering.1944 through 1945, he was with the 414th Infantry,104th Division, in combat from O Normandy to V-E Day, holding the French Croix de Guerre, Bronze Star, and Combat Inf antryman's Medal. 1941 - 1942 O He attended George Washington University, Washington, D.C., with the major field of study in chemistry. O O

m. O' 1940 - 1941 fO He attended the University of Illinois, Urbana, Illinois, with the major field of study in Chemical Engineering, i 1940 F .O He graduated from central High School, Memphis, Tennessee. 'O F t I i O

O s

k jO f l t i I i O i ? I 4 5 IO t i 1

O

.J s

O 1

E.__._.__,.______.__,__.__._____.._._

1 1 1 e !O O O L O t 0 i I ATTACIDENT C l i 0 f O i h f f 4 O l 1 1 I O i

ATTACHMENT C O-WILLIAM G. JOHNSON Summary of Professional Qualifications iO Current Positions: President, Campaign Research, Inc.,559 Gramatan Avenue, Mt. Vernon, New York 10552, and Bill Johnson & Associates, Inc. President of Bill Johnson & Associates, Inc. since 1982 and g President of Campaign Research, Inc. since 1985. Extensive experience in surveys and survey research. Bill Johnson & Associates, Inc. and Campaign Research. Inc. are companies O that specialize in survey research, and issue and political analysis. They have a variety of governmental, corporate, and g political clients. Recent clients include the New York Power Authority, Consolidated Edison, Long Island Lighting Company, Philip Morris, Local 1180 of the Community Workers of America, O United Fire Fighters Association, White Plains (New York) Board of Education, Help Inc., Suffolk County Executive Patrick Halpin, Mayor Edward I. Koch, Borough Presidents Claire 'O Shulman, Fernando Ferrer, David Dinkins, and Howard Golden, and Congressmen Tom Manton, Floyd Flake, Ted Weiss, and Robert Garcia. O 1976-1982: Executive Vice President of Century Opinion Polls, Inc., Great Neck, New York. O 1975-1976: Project Director of Welf are Research,Inc., Albany, New York. B.S., Political Science, Yale University,1966. Attended the University of Michigan Survey Research Center Summer Program in Research Methodology,1964. O

6 9 9 e ATTACHMENT D 0 i 1 4 I O l 9 0 0

O j-ATTACHMENT D

O O

ENGINEERING REPORT RE FIELD STRENGTH MEASUREMENT SURVEY .O OF RADIO STATIONS WEZN(FM), BRIDGEPORT, CONNECTICUT WPLR(FM), NEW HAVEN, CONNECTICUT FOR LONG ISLAND LIGHTING COMPANY JUNE 1987 I O ~O !O l !O i .O COHEN AND DIPPELL, P.C. CONSULTING ENGINEERS RADIO AND TELEVISION WASHINGTON. D.C. O

10' i COH EN AN D DI PPELL, P. C.

o

-O ENGINEERING REPORT RE FIELD STRENGTH MEASUREMENT SURVEY O OF RADIO STATIONS WEZN(FM), BRIDGEPORT, CONNECTICUT WPLR(FM), NEW HAVEN, CONNECTICUT FOR LONG ISLAND LIGHTING COMPANY JUNE 1987 l

O J

O !O i 10 3 !O lO I O i

O COH EN AN D DI PPELL. P. C. O City of Washington ) 1ss District of Columbia ) Ralph E.

Dippell, Jr.,

being duly sworn upon his oath,

O d'P ***

""d 'h'** He is a graduate electrical

engineer, a

Registered Professional Engineer in the District of Columbia, and Vice President of Cohen and Dippell, P.C., Consulting Engineers, Radio - Television, with offices at 1015 15th Street, N.W., O suite 703, Washington, D.C. 20005; That his qualifications are a matter of record in the Federal Communications Commission; That the attached engineering report was prepared by him or

O under his supervision and direction ands That the facts stated herein are true of his own knowledge, except such facts as are stated to be on information andsga belief,andastosuchfacts,hebelievesthemtobetrue.,Cgi,,"*

..I.@., LL A e 93' '. '.. Ralph E.[Di'ppell, J r.1 f 's ' ' District of Columbia s Professional Engineer i Registration No. 1385 O Subscribe) and sworn to before me this /% day of ( s/w , 1987, h .'e E / f D ' ~ ' ' ' J M..x.d..N Notdy Public 9 M. .'[{. c'),1 f/*.k', MY Coemi'ssion Expires .. ',($*- f}... 2ft. .GPY , $. ',~ ' ?"h.,'gt. 7.;: o. kbr;d&h>$. ,O .,.... _ s4,/ .,,...e iO iO

3. COH EN AN D DI PPELL. P. C. O This engineering report has been prepared on behalf of Long Island Lighting company (LILCO) to provide the results of field "d"

- d i" *

'P* i'i* ' " '*di

- - - i "' ***"('*)'

O-Bridgeport, Connecticut, and WPLR(FM), New Ha ve n, Connecticut. The purpose of the field test was to verify the signal level of these two FM stations in the Emergency Planning Zone (EPZ) area associated with the LILCO power f acility at Shoreham, New York. WEZN(FM), Bridgeport, Connecticut, operates on Channel 260B (99.9 mHz) with an effective radiated pow e r (ERP) of 27.5 O kilewatts and an. antenna height above average terrain (AHAAT) of 204 meters. WPLR(FM), New Haven, Connecticut, ope ra tes on Channel 256B (99.1 mHz) with an ERP of 14.1 kilowa tts and an lO AHAAT of 290 meters. Both stations ope ra te with the maximum f acilities permitted for Class B FM stations under the FCC Rules. !O The measurements were made by Robert W. Guill and Sudhir K. Khanna of Cohen and Dippell, P.C. in accordance with Section 73.314 of the FCC Rules (Code of Fede ral Regulations 47). jO Analysis of all the field strength measurement data supports tha t WEZN(FM) and WPLR(FM) provide the FCC recognized signal level of 1 mV/m (60 dBu J to the EPZ area based on both the grid

"# *
d i
i "'
h d ' ' ' * * * * ' * * "i "9 ' " ' ' '" i * * *

.O Field strength measurements were made in the EPZ using the grid pattern procedure f or establishing the median signal level O t O

4 l COH EN AN D DI PPELL. P. C. O to the area. A rectangula r grid of approximately 3 kilomete rs was selected to encompass the boundaries of the EPZ and meet '9 the minimum number of measurement locations according to the formula 0.1(P)1/2 provided in the FCC Rules. This procedure is outlined in Section 7 3. 314 ( c ) (1 ) ( ii ) of the FCC Rules and is O ba s ed on the population w ithin the area or community being surveyed. In order to determine the minimum number of measurement locations, the population within the EPZ was O counted based on 1980 U.S. census data. In addition to the grid procedure, radial measurements were also conducted on both WEZN(FM) and WPLR(FM). Three ra dial s from each station were d raw n from the respective t ra nsmi t t e r

g sites through the EPZ.

Beginning at 16 kilometers from the WPLR(FM) transmitter site and at successive 3 kilometer i " * * ' "' i ' ' " h " ' " " L D1 * '

- d' "h*

"*h ,0 shore of Long I sl a nd. Due to the location of the WEZN(FM) transmitter site in relation to Long Island sound, measurements on the WEZN(FM) radials began on the north shore of Long Island 10 and were made at successive 3 kilometer inte r val s, where possible, to the south shore. In addition to making field strength measurements, listening tests were also conducted on both stations. The O stations were alternately monitored throughout the mea su red

O O

-o COH EN AN D DIPPELL. P. C. -3_ O area and recorded on a Sony

receiver, FM/AM stereo cassette-corder, model number CFS-950.

The Sony receiver 'O utilized is a po r ta bl e, ba t te ry ope ra ted unit w hic h has a telescopic antenna and considered to be of aversge quality and price. The unit was placed on the front seat of the test O vehicle for making the recordings. In many instances the recorded audio of WE:N(FM) and WPLR(FM) was performed w hil e making the mobile run of the field strength measurements. O wzzN(Fr.) and wPLa(FM) provide a very good signal level throughout the measured

area, and nothing was heard tha t sugaested any reception problems.

Deta il notes describing each O measuring location and the audio cassettes are not included with this report, but a re available upon request. ~ The field strength measurements were made during mobile f 100 f**' ' 1 "9 "i'" ' **i"* ""**"'" 'l'"***d 30 O feet above ground l evel. The vehicle used for the test was a specially modified station wagon which employs a telescopic pneuma tic ma s t. The mast can be extended to a 30 foot el eva tion above ground. The horizontally pola rized dipole receive antenna manuf actu red by Potomac Instruments, Inc. was mounted at the end of a T-ba r centered on top of the mast. The O transmission line from the antenna was connected to a potomac Instruments fiel d strength meter, Type FIM-71, Serial

258, O

O

O CO M E N AN D DI P P ELL, P. C. O cal ib ra ted by the manuf acturer on June 4, 1986. The output of the field meter was connected to an ink pen of a Soltec cha rt O recorder. The paper drive on the cha rt recorder was driven from a device connected to the vehicle speedometer cable. Each signal trace on the cha r t represents a graph of field strength O versus distance for a particular location. The attached graph illustrate the WE2N(FM) and WPLR(FM) signal traces at specific measurement locations. O Tabulations of the measured field strengths are included on Tables I through VII. Ta bl es I through VI contain the radial data and show the point

number, ground. elevation AMSL in di*"**

f' * 'h' *"'*ii"9 """*""" i" *i1 **** O date and time, median value of the hori:ontal measured field strength in dBu, and the minimum and maximum field strength in dBu for the measurement point locations. Table VIII is a

O tabulation of the grid measurements and shows the point number, ground el eva tion AMSL in meters, date and time, the WE2N(FM) median value of the horizontal measured field strength in dBu, Jo 1

the minimum and maximum field strength in dBu for the measurement

location, the WPLR(FM) median value of the horizontal measured field strength in dBu, and the minimum and

'O maximum field strength in dBu for the measurement location.

O O

O COH EN AN D DIPPELL. P. C..O The field strength measurements were plotted in dBu on the attached graphs of field strength versus distance for each

O ra dial direction of WEZN(FM) and WPLR(FM).

A curve determined to ' rest fit the measured data was then drawn on the graph and used to determine the extent of the 1 mV/m (60 dBu) contour. O Also provided with this engineering report are the following. (1) De ta il ed maps show ing the measurement point locations. (2) Exhibit show ing the grid locations in relation to the EPZ. 0 1 (3) Exhibits show ing the ra dial s, measurement locations, and the measured 1 mV/m contour in relation to the EPZ for stations WEZN(FM) end WPLR(FM). O conclusion . Based upon either FCC method of measurement, both WEZN(FM), L Bridgeport, Connecticut, and WPLR(FM), New Ha ven, Connecticut,

O provide the rCC recogni: ed signal level of 1 mv/m (60 dBu) to the entire Emergency Planning Zene.; O i

I lO i O i O L

C) COH EN AN D DIPPELL. P. C. j TABLE I ) FIELD STRENGTH MEASUREMENTS WEZN(FM), BRIDGEPORT, CONNECTICUT CHANNEL 260B (99.9 MHz) 27.5 KW 204 METERS (HAAT) JUNE 1987 N 131 'E Measured Horizontal Point Ground Distance From Field Strength Number El eva t ion Transmitter Date Time Median Min / Max meters [1 kilometers dBu [2 dBu [3 O l' 46 52.0 5/15 1037 84.9 81. 9-87. 2 2 23 55.0 1030 70.6 69.9-70.9 3 9 58.2 1020 65.2 63.9-66.9 4 2 61.0 1005 59.9 56.9-62.9 5 5 63.8 0950 65.2 60.6-68.2 6 14 66.8 0923 63.6 61.2-65.6 O (1 Elevation above mean sea level rounded to nearest meter [2 Median value of the FM signal exceeded at 50 percent of the potential receiver locations at least 50 percent of the time at a () receiving antenna height of 30 feet above ground (3 Minimum and maximum"field strength recorded f or the measurement location ! C) i i !O

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O COM EN AND DIPPELL P. C. TABLE II O FIELD STRENGTH MEASUREMENTS WE2N(FM), BRIDGEPORT, CONNECTICUT CHANNEL 260B (99.9 MH*) 27.5 KW 204 METERS (HAAT) JUNE 1987 N 14 5'E {) Measured Horizontal Point Ground Distance From Field Strength Number El e va t io n Transmitter Date Time Median Min / Max meters [1 kilometers dBu (2 dBu (3 1 40 43.3 5/15 1736 81. 9 76.9-83.9 2 34 46.0 1746 73.2 70.9-74.6 3 19 49.4 1803 68.2 65.6-70.2 .O 4 17 52.0 1814 67.6 62.2-70.9 5 17 55.0 1829 66.6 60.9-67.6 5 17 58.0 1845 68.6 61.6-74.9 O 7 20 61.1 1855 65.2 63.6-67.6 8 3 64.1 1905 59.6 54.9-62.9 C) (1 Elevation above mean sea level rounded to nearest meter [2 Median value of the FM signal exceeded at 50 percent of the potential receiver locations at least 50 percent of the time at a receiving antenna height of 30 feet above ground () (3 Minimum and maximum field strength recorded f or the measurement l oca tion O O O

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lO f CO H E N AN D Ol P P ELL. P. C. TABLE III FIELD STRENGTH MEASUREMENTS WE2N(FM), BRI DG E PORT, CONNECTICUT CHANNEL 260B (99.9 MH2) 27.5 KW 204 METERS (HAAT) i JUNE 1987 N 160*E Measured Hori:ontal Point Ground Distance From Field Strength Number El eva t ion T ra nsmit t e r Date Time Median Min / Max meters (1 kil ome te rs dBu (2 dBu (3 O 1 1 37.3 5/16 1201 74.6 72.2-77.6 2 49 40.0 1238 76.9 73.6-79.6 3 40 43.0 1230 67.9 64.9-69.6 . () 4 31 46.0 1301 65.9 61.6-69.6 5 32 49.0 1330 63.2 54.9-68.9 6 38 52.5 1344 63.4 58.9-65.6 0 7 29 55.0 5/18 1055 62.6 59.6-64.2 8 20 58.0 5/16 1540 55.9 54.2-58.2 9 10 61.1 1525 52.7 50.2-54.2 C) (1 Elevation above mean sea level rounded to nearest meter (2 Median value of the FM signal exceeded at 50 percent of the potential receiver locations at least 50 percent of the time at a ]() receiving antenna height of 30 f eet above ground [3 Minimum and maximum field strength recorded for the measurement location 'O

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CO H EN AN D DIP PELL, P. C. taste IV

O FIELD STRENGTH MEASUREMENTS WPLR(FM), NEW HAVEN, CONNECTICOT CHANNEL 256B (99.1 MH:)

14.1 KW 290 METERS ( d AAT ) JUNE 1987 O N 157.E Measured Horizontal Point Ground Distance From Field Strength Number El e va t io n Transmitter Date Time Mrsdia n Min / Max (3 meters (1 kilometers I3u ( 2 dBu (3 1 6 16.5 5/19 1714 83.2 80.9-85.6 2 18 19.2 1702 86.9 82.2-91.6 3 31 54.9 5/15 1050 71.2 68.9-72.9 () 4 12 58.0 1103 65.9 64.2-66.9 5 9 60.9 1205 63.2 58.9-66.2 6 9 64.0 1220 67.2 65.9-68.2

D 7

27 66.8 1307 66.6 66.2-67.2 8 18 70.0 1257 59.2 56.9-60.9 9 2 73.0 1246 59.9 57.6-60.9

O (1

Elevation above mean sea level rounded to nearest meter (2 Median value of the FM signal exceeded at 50 percent of the () potential receiver locations at least 50 percent of the time at a receiving antenna height of 30 f eet above ground (3 Minimum and maximum field strength recorded for the measurement location

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b .o-COH EN AN D DlPPCLL, P. C, l TABLE V FIELD STRENGTH MEASUREMENTS WPCRIFM), NEW HAVEN, CONNECTIOUT CHANNEL 256B (99.1 MHO) 14.1 KW 290 METERS (HAAT) JUNE 1987 N 170'E ,O Measured Horizontal Point Ground Distance From Field Strength Number El eva t io n __T ra ns mi t t e r Date Time Media n Min / Max meters (1 kilometers dBu [2 dBu [3 'O 1 40 52.0 5/15 1716 83.2 79.6-84.2 2 34 55.0 1651 71.9 67.9-74.2 3 23 58.0 1640 69.2 65.6-71.6 C 4 14 61.2 1630 67.9 64.9-69.6. 5 15 64.0 1618 65.6 64.2-68.9 6 20 67.0 1600 64.6 62.9-66.9 ' C) 7 11 70.0 1522 62.6 61.2-62.9 (1 Elevation above mean sea level rounded to nearest meter () (2 Median value of the FM signal exceeded at 50 percent of the potential receiver locations at least 50 percent of the time a t a receiving antenna height of 30 f eet above ground (3 Minimum and maximum field strength recorded for the measurement location () O C) I o

O O seV Oe w .E, E O A: '.,,. j / = ~^J - - ~ = = = ~ u __._J. '.. = d E O 5 m = c g --- -f:: ~ = . AWYCNnOS NW3HinOS n- - - W = __ g 5 z E 5 - ~ '.2 d 3 '~ [ --- _ ___.1 - - ~ e, >= c e -g g = f = 0 m 4- = i e o r-e -~# - - - - ' _ = -

=

L O = M I O E 3 .j g _- g, W w > g y !N -7 =

f e

3 = W c i- = e >W g o.._. . _.. ~ ..__=_- .__x_. g _ o ._y =,:. AWYONnOS NW3H1 HON Zd3 -- - c.. 4 w y e =. N n i-y2 : 2 o = s =. O E e e, 5_ 2 p o e

j

= g .= - = a = W g r.': .I w ~ I E__ C 6 ,J _ _....-, 4h -g p a ',l ~~~ b *' $ E = ---~ = 1--- 2--

I E

58" 3 O _ __ _._ :_-._s. ____. r -==.-. 2_ E -==- e, a W _.rr.. _. : - _ c_. - W Z g z b h 1.- W 1 -- - : = = { =5 O !=_ gmummim. ._ _^ p Wii# t e s Ow O _M O _ = _ - - W ~ ~ = O

O' COH EN AN D DIPPELL, P. C. () TABLE VI FIELD STRENGTH.MEASDAEMENTS WPLR(FM), NEW HAVEN, CONNECTICUT CHANNEL 256s (99.1 MH2) 14.1 KW 290 METERS fHAAT) JUNE 1987 N 185'E Measured Horizontal Point Ground Distance From Field Strength Number El eva tion 't ra ns mi t t e r Date Time Median Min / Max 0 meters (r ' kilometers deu (2 dBu (3 1 18 16.2 5/18 1614 73.2 50.2-79.6 2 29 19.1 1637 83.2 64.2-86.9 C) 3 43 .l.0 5/16 1124 76.9 64.2-86.9 4 47 55.0 1046 72.9 68.9-79.6 5 40 53.0 1033 69.6 67.6-72.9 0 6 27 60.7 0957 63.6 54.9-67.6 7 70 64.0 0940 69.9 65.6-76.9 8 27 67.0 5/14 1958 51.9 45.6-52.9 9 18 69.8 194 56.9 54.2-59.2 0 10 8 73.0 1915 51.2 48.6-53.6 [1 Elevation above mean sea level rounded to nearest meter O (2 Median value of the FM signal exceeded at 50 percent of the potential receiver locations at least 50 percent of the time at a receiving antenna height of 30 feet above ground (3 Minimum and maximum field strength recorded for the measurement C) I cation O O

O . O no O e_ o w E ~ s =~ E: - o *F_ _ - -- : ' =. - = g = gi ... c.--- = .= Q R E 5 .__.: yp - O E 0 lii -- = = = - .= + = = z E f. -f 5 e p-- . _. = = = = = o e ~ 8 = 2 3 = AWYONnOS NW3HinOS ,/_.. - _ _ -- ::. _ i = 5 n ~ ~ Zd3 g r, -- y .... - -, s. _a.-.. w.- g m O = w y ._1.__= r =< m o_ _ 5._ 5 f - Y-5.5'ii.. _= = 3 c., y y 9 - - - - - - _:..-- i. s r= pI { ey j W C J . T.' = _ g y. _j .=-9_=-/.. = 1.-_._ __.:=- z,5 I - ~-~-. AWY ONnO S - =f 5_ _.... ii O E-'

c: z g

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f-... ..- '- 1 ?-d ' _.. :: _-'? = "_-: 1-p u o = = O = 4 ep ~ !.1 _ '-~ g c. '4 CI-' O ._= : : = y= .g -e b wa==es-==+ e =.+,, 4 e -e s em O - _.=- h eg.e = r-O

C) COH EN AN D DIPPELL. P. C. TABLE VII O MEASURED FIELD STRENGTH OF WE:N(FM), SRIDGEPORT, CONNECTICUT WPLR(FM), NEW HAVEN, CONNECTICUT IN THE EMERGENCY PLANNING ZONE (EPZ) OF LONG ISLAND LIGHTING COMPANY (LILCO) auNE 1987 O Measured Horizontal Field Strength Ground WEON(FM) WPLR(FM) Number El e va t ion Date Time Med ia n Min / Max Median Min / Max meters (1 dBu (2 dBu (3 dBu (2 dBu (3 1 37 5/19 1307 82.2 75.6-84.9 82.2 78.2-84.9 2 3 5/16 1144 67.9 54.9-78.9 71.9 60.9-81.6 3 27 5/17 1150 80.2 73.6-83.6 82.9 80.2-84.2 4 34 1215 76.6 72.9-78.9 81.2 79.6-82.9 ) 5 27 5/19 1154 76.2 58.9-79.6 82.9 77.6-84.9 l 6 27 1120 84.2 78.9-88.6 66.9 60.9-71.6 7 61 1038 76.2 70.2-81. 6 79.9 74.2-52.9 8 24 1023 71.6 63.6-75.6 70.9 65.2-74.9 0 9 34 5/18 1228 74.2 72.2-75.6 78.6 77.2-80.2 10 27 1212 73.6 72.9-74.6 73.2 72.6-74.2 11 18 1202 70.6 69.2-72.2 72.6 70.6-73.2 12 9 1128 60.6 55.6-63.6 60.7 50.9-64.2 0 13 17 1258 65.9 62.2-68.9 66.2 62.6-68.2 14 21 1244 61.9 59.6-62.9 65.2 64.2-66.2 15 27 5/19 1010 66.6 63.2-69.9 69.9 64.2-73.6 l 16 31 1054 69.9 68.2-71.6 69.6 67.6-71.6 () 17 31 1139 70.6 68.2-72.2 74.9 72.9-76.9 18 37 5/18 1206 72.2 68.2-74.2 76.6 74.9-78.2 19 34 5/19 1221 69.6 66.2-70.9 70.2 67.6-74.2 20 40 5/17 1124 68.1 64.9-69.6 72.6 71.6-74.2 21 46 5/16 1219 70.9 67.6-74.2 71.4 68.9-74.2 0 22 58 5/19 1244 70.9 66.2-72.2 78.6 76.9-80.6 23 40 5/16 1033 69.2 67.6-70.9 69.6 67.6-72.9 1 24 35 5/17 1114 65.2 61.6-66.9 69.9 66.2-72.2 O O

O COH EN AN D Ot PPELL. P. C. TABLE VII MEASURED FIELD STRENGTH OF WE"N(FM), B R I DG E PORT, CONNECTICUT WPLR(FM), NEW HAVEN, CONNECTICUT IN THE EMERGENCY PLANNING ZONE (EPZ) OF LONG ISLAND LIGHTING COMPANY (LILCO) JUNE 1987 g Measured Horizontal Field Strencth Ground WEZN(FM) WPLR(FM) Number El e va t ion Date Time Med ia n Min / Max Media n Min / Max meters (1 dBu (2 dBu (3 dBu (2 dBu (3 25 31 5/17 1042 71.9 67.2-69.6 74.7 72.2-76.9 26 34 1026 65.9 62.9-67.6 76.2 74.2-76.9 27 24 1542 68.6 66.9-69.6 71.9 70.9-72.9 28 18 1355 65.4 62.9-67.6 62.9 56.2-66.2 o 29 14 1341 64.2 58.9-67.6 63.9 60.9-66.2 30 15 1323 65.9 63.6-66.9 65.6 62.6-66'.9 31 15 1257 67.2 62.9-70.2 69.4 66.2-70.9 32 6 5/15 1324 61.6 56.6-63.6 6 8. '- 63.6-70.9 J 33 49 1346 61. 9 58.2-63.6 66.9 63.2-69.6 34 38 5/18 1355 71.9 69.2-73.6 71.2 68.9-72.9 35 14 1408 67.9 66.2-69.2 67.6 64.9-68.9 36 15 5/17 1515 66.2 60.9-68.2 67.6 64.2-70.2 'O 37 21 1015 62.9 60.9-65.6 67.2 64.2-69.6 38 23 1628 63.9 59.6-65.9 66.6 64.9-68.2 39 31 1055 64.6 59.9-67.6 72.4 69.6-72.2 40 24 5/19 1950 61.9 57.6-63.9 63.6 60.9-66.2 C) 41 46 5/16 1624 63.9 58.9-66.9 65.7 60.2-68.2 42 20 1610 61.2 58.2-63.6 67.7 65.6-70.2 43 46 1711 65.4 62.9-67.6 70.2 67.9-72.2 44 21 1737 61.2 56.9-65.6 66.6-5 8. 9 - 71. 6 45 21 1755 63.6 62.2-65.6 69.6 68.2-70.9 0 46 21 1815 66.2 64.2-68.2 64.9 61.6-69. 6 47 27 1418 64.2 60.2-66.2 63.2 60.2-65.6 48* 14 1405 60.2 56.9-62.2 62.9 58.2-65.6 O O

4 C) COH EN AN D DIPPELL. P. C. TABLE VII O MEASURED FIELD STRENGTH OF WE2N(FM), BRIDG CPORT, CONNECTICUT WPLR(FM), NEW F AVEN, CONNECTICUT IN THE EMERGENCY PLANNING 20NE (EP3) OF LONG ISLAND LIGHT:NG COMPANY (LILCO)

C)

JUNE ,987 Measured Horizontal Field Strength Ground WE3N(FM) WPLR(FM) Number _ Elevation Date Time Median Min / Max Media n Min / Max meters (1 dCu (2 dBu (3 dBu (2 dBu (3 l . g) 49* 20 5/16 1544 59.2 57.6-61.6 63.6 60.9-64.9 50* 14 1830 59.2 54.9-66.9 62.2 54.9-67.6 51 21 1847 60.2 58.2-62.2 65.2 63.6-66.2

O 52 14 5/17 0958 60.2 56.9-62.2 64.6 62.2-65.6 i

53* 31 5/16 1551 56.6 50.9-60.9 64.9 61.6-68.2 54* 27 1644 56.6 50.9-60,9 60.1 50.2-64.9 t Il ' ""d 'I'""*i l'"'I ' ""d*d

I O

(2 Median value of the FM signal exceeded at 50 percent of the potential receiver locatio'ns at least 50 percent of. the time at a receiving antenna height of 30 feet above ground (3 Minimum and maximum field strength recorded for the measurement loc 1 tion

Measurement location outside the EP3 i

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O @ WEZN(FM) ,u 3,;... + i. 'O ~. 0 "D 0 3 O s** ,s LOHO / 'O I s.- -s 2% 6 iv \\ h 2 k2 3 4 \\3 \\ l 3 4 / S / 6 .O 's**#. 4 S / s*% / i S 6 / P l / l 6 N 13I* E O ao 1 mV/m (80 eBu) CONTOUR \\ BASED ON WEASUREWENTS 9o i t s' y-N14S'E g t t * *8' a O N iso c 1 mV/m (90 stu) CONTOUR AND WEASUREWENT LOCATIONS FOR WEZNlPM) BRIDGEPORT. CONNECTICUT IN RELATION TO THE EWERGENCY PLANNeNo ZONE (* EPI *) O xNE iner co m m u...c. e.... m .... m. o.e. a a a name e O

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' N 170e g BASED ON WEASUREWENTS O '. r: '. s 1 mV/m (40 OSu) CONTOUR AND WCASUREWENT LOCATIONS FOR WPLR(PW), NEW HAVEN, CONestCTMUT O IN RELATON TO THE EWERGENCY PLANNINO ZONE ('EPZ') JUNE 1987 COMeet me peppeLL. P.C. Commun'4 Engineeve weenaattoa. 0.C. s w _w_ O

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F R STATIONS 'O '+ "'p W' WEZN(FM), BRIDGEPORT, CONNECTICUT AND 'fh[Th?'f3-N"SE'~M WPLR(FM), NEW HAVEN, CONNECTICUT h iC / ,. _ /'/ R,/.h'q*. w'*/ M b g;.. ; W. MAY 1987 a . y" /.. gJ5, 1* / lD E ' ~... -. -... ~.. 6 - "r-ce. ~,. -.y f.'..q, --:...t ~ . g.,.:.-N 185' E WPLA(FM); x i j ' g an.o po.mt (c;ation , _ ' ' ~ ' _ ',, ' i O sapia6 # 0.= ? 60; a tion ! g amic anc e40,a Cowes:= po.nt 6 3; a t;cm ,E.,,, ~ ' ' ' ' ~ ~ ~ ~ ~ * ' * * =_

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I, u -i t MEASUREMENT POINT LOCATIONS 3 I Yi. k l ' + FOR ST4T10NS = w Itu ( w -I h, ,,,,,,.P' / w, WEZN(FM), BRIDGEPORT. CONNECTICUT AND 'jj,7 'e. IO WPLR(FM). NEW HAVEN. CONNECT 1Ctn 'i L_i\\.* .$.1' z i /* b,,2 i.'r '- 6 s 1-MAY 1987 ,l m p;w1 e \\ *,,? v..~ ; ~ ~.. o . f:.1.u,'n. O f-,.. ~ 3 p -<.- Q ' ' m.* . - ~. % -T C 1 ' ' y , ~,. -1 ~~~* ' C).,;L o ,a j. am <_ a ;\\-.. . w e. n. a 9 . ?: %. ~. ._:N 185' E WPLR(FM)1 q, e one eomt 60ca tio= 1- . " "...,,. ~ ~ .A ;

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10 Cohen and Dippen, P.C. l Consulting Engineers . wun6ncon, o.c. 2ooos !O i O c 'O f, '.l, l. N d[p(l,f 4f, j' lO i vei f *, ~ ) I' .'s?r- ,s m; Li

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i ATTACHMENT E COH EN AN D DI PPELL, P. C. D O ENGINEERING REPORT RE FIELD STRENGTH MEASUREMENT SURVEY OF RADIO STATION WINS, NEW YORK, NEW YORK 1010 KHZ 50 KW DA-1 AND WELI, NEW HAVEN, CONNECTICUT 960 KHZ 5 KW DA-N 9 FOR LONG ISLAND LIGHTING COMPANY JUNE 1987 O O O f O O O i

O COH EN AN D DIPPELL, P. C. O City of Washington ) )ss District of Columbia ) O Ralph E.

Dippell, Jr.,

being duly sworn upon his oath, deposes and states that: ~ He is a graduate electrical

engineer, a

Registered Professional Engineer in the District of Columbia, and Vice O President of Cohen and Dippell, P.C., Consulting Engineers, Radio - Television, with offices at 1015 15th Street, N.W., Suite 703, Washington, D.C. 20005; That his qualifications are a matter of record in the Federal Communications Commission; O That the attached engineering report was prepared by him or under his supervision and direction and; That the facts stated herein are true of his own knowledge, except such facts as are stated to be on information and' belief, and as to such facts, he believes them to be true. O [h l' Y my ') Ralph]B. Dippell,/J).' 'j ~ f District of Columbfa Professional Engineer g Registration No. 1385 Subscribed nd sworn to before me this I day 1987. of y U l A O ,7 e,s, ~.a. t}otary Public My Commission Expires r.. .,9..: O ,e a 4 O O m

'O COH EN AN D DIPPELL, P. C. O This engineering report has been prepared on behalf of Long Isla d Lighting Company (LILCO) to provide the results of field O strength measurements conducted in a specific area on radio stations

WINS, New-York, New York, and

WELI, New

Haven, Connecticut.

The purpose of the field strength measurements 'O was to determine the distance to certain field strength contours of WINS and WELI in relation to the Emergency Planning Zone (EPZ) area associated with the LILCO power facility at O Shoreham, New York. WINS is licensed to operate on 1010 kHz with a power level of 50 kW and utilizing the same directional antenna system for O both day and night. Under the FCC Rules WINS is classified as a Class II station and operates with the maximum permissible power for its class of AM stations. Class II stations are o protected to their 0.5 mV/m groundwnve coritour during daytime from interference caused by co-channel and adjacent channel stations. During the nighttime operation they are afforded pc te ti n t the 2.5 mV/m groundwave contour from co-channel .O and adjacent channel stations. WELI operates on 960 kHz with a nominal power level of 5 kW and utilizes a non-directional antenna system for its daytime operation and a directional antenna system for the nighttime operation. Under the FCC Rules WELI is designated as a Class O O

CO H E N AN D DI P P ELL. P. C. U III regional channel station and operates with the maximum 3 permissible power (5 kW) allowed for Class III stations. Class III stations are protected to their 0.5 mV/m groundwave contour during daytime from interference caused by O co-channel and adjacent channel stations. During nighttime they are normally protected to their 2.5 mV/m contour from co-channel stations. WELI's calculated nighttime RSS interference-free contour is 3.6 mV/m. This value is based on nu the interfering signals of co-channel stations and is based on the 50% exclusion method as described in the FCC Rules. The WELI measurements were made by Robert W. Guill, and the O WINS measurements were made by Sudhir K. Khanna of Cohen and

Dippell, P.C.

All measurements were made in accordance with Section 73.186 of the FCC Rules (Code of Federal Regulations O 47). Two Potomac Instruments field strength meters were utilizeu: Type FIM-21, Serial Number 385 calibrated by the manufacturer on April 16, 1987, and FIM-41, Serial Number 117 O calibrated by the manufacturer on September 12, 1986. The two meters were compared and found to be in close agreement. An analysis of the WINS field strength measurements on the O 87 degree radial shows WINS provide; a maximum signal level of 0.97 mV/m and a minimum signal level of 0.48 mV/m to the EPZ area. Based on the measured radial method for determining AM O O

'0 1 COH EN AN D DIPPELL. P. C, () service, the WINS 0.5 mV/m contour extends to a distance of-O. approximately 120 kilometers from the WINS transmitter, site. The distance to other contours can be determined by reference to the attached WINS graph of field strength versus distance. A similar analysis of the WELI field strength measurements 6 shows during daytime, WELI provides a' maximum signal level of 5.7 mV/m and a minimum signal level of 0.68 mV/m, and during nighttime WELI provides a maximum signal level of 11 mV/m and a -O minimum signal level of 1.2 mV/m to the EPZ area. The 0.5 mV/m signal is the FCC required t,ignal strength for primary service to rural areas and communities with population O less than 2500 people. The 0.5 mV/m contour of WELI serves the entire EPZ area, and the 0.5 mV/m contour of WINS serves most of EPZ only missing the eastern portion by approximately three 'O kilometers. However, a signal strength of 2 mV/m is required by the FCC Rule 3 to serve communities with population in excess of 2500 persons including "Census Designated Places" -(CDP's). C)- The EPZ consists of numerous CDP's and communities with population in excess of 2500 people. The WINS transmitter site is located in the Meadowlands, O-Lyndhurst, New Jersey. The field strength measurements were made beginning at the WINS transmitter site on a bearing of N 87'E and continued through the EPZ area to a location north A O O

P""

e w

O. COH EN AN D DIPPELL. P. C, O of Southampton approximately 127 kilometers from the WINS O transmitter site. This report includes a tabulation of the WINS field strength measurements for the N 87'E radial which shows the point number, distance from the transmitter in kilometers, the v .date and time, and the 30 kW directional field strength in mV/m. WINS was operating under a special temporary authority from the FCC during the period the field strength measurements were conducted. Under the special temporary authority, WINS was operating with reduced power (30 kW) to prevent interf erence while making minor adjustments. to its directional radiation pattern to the west or in the minimum (null) area of O the WINS directional pattern. The contour shown reflects WINS operating at its normal licensed power of 50 kW. O In addition tabulations of the WELI field strength measurements are provided for the N 162*E, N 172.3*E, and N IS7'E radials. The tabulations show the point

number, distance from the~ transmitter in kilometers, the date and time,

() and the 5 kW non-direc*,ional field strength in mV/m for each location. The values of measured field strength were plotted against O distance on log - log graph paper to determine the inverse distance field. These plotted points were then compared to the O .O u

3 V. COH EN AN D DIPPELL, P. C. 'O _s_ theoretical curves of field strength versus distance, and the

O curve closest fitting the data were drawn on the attached graph.

The set of theoretical curves for this comparison is Graph 11 (WELI) and Graph 12 (WINS) of Section 73.184 of the O rce aules. The graph of field strength versus distance and maps showing the measurement point locations are attached to this O report.. In addition a coverage map has been included showing _ the measured 0.5 mV/m and 2 mV/m contours of WINS and WELI and the nighttime interference-free contour of WELI in relation to t the EPZ area. 0 L '0 0

U COH EN AN D CIPPELL, P. C. O TABULATION OF FIELD STRENGTH MEASUREMENTS WINS, NEW YORK, NEW YORK 1010 KHZ 50 KW DA-1 JUNE 1987 N 85'E O Directional

Number Distance Date Time Field Strength mV/m km 1

0.69 6/3 0927 6000 2 0.73 0925 5800 3 2.11 0905 1220 0 4 2.16 1011 2600 5 2.33 1010 1800 6 2.46 1015 1320 0 7 2.60 1018 1370 8 2.62 6/4 1616 1410 9 2.76 6/3 1028 1450 10 2.84 1029 1290 lg 11 2.86 6/4 1543 1220 12 2.88 1544 1240 13 3.21 6/3 1034 890

O 14 3.78 6/4 1624 760 15 6.45 6/3 1112 495 l

16 7.15 1057 375 'O 17 7.54 1053 292 1127 238 18 8.04 O 'O

~ ~ O COH EN AN D DIPPELL, P. C. O TABULATION OF FIELD STRENGTH MEASUREMENTS WINS, NEW YORK, NEW YORK 1010 KHZ 50 KW DA-1 JUNE 1987 O N 85'E Directional

Number.

Distance Date Time Field Strength mv/m xm O 19 8.96 6/3 1136 279 20 9.58 1156 227 21 9.95 1201 176 0 22 12.06 1227 347 23 12.17 1223 175 24 13.00 1237 130 25 14.02 1244 95 0 26 15.01 1252 46.5 27 15.90 1301 48.5 28 17.08 1307 41.5 29 17,85 1314 33.5 30 18.90 1320 36.0 0 31 19.98 1338 37.5 32 21.12 1345 21.2 33 22.08 1349 19.5 34 23.25 1506 22.7 .O 35 24.15 1501 33.5 36 24.97 1516 27.9

O O

COH EN AN D DIPPELL. P. C. O-TABULATION OF FIELD STRENGTH MEASUREMENTS WINS, NEW YORK, NEW YORK 1010 KHZ 50 KW DA-1 JUNE 1987 N 85'E Q Directional

Number Distance Date Time Field Strength mV/m km O

37 29.92 6/3 1611 23.5 38 31.10 1603 16.8 39 34.20 1708 18.2 0 40 35.70 1r;48 15.8 41 37.60 1725 13.8 42 41.50 1746 8.8 O 43 43.55 1752 5.3 44 45.20 6/4 1359 3.7 45 47.10 6/3 1800 2.32 46 50.10 1805 2.10 0 47 52.90 6/4 1345 1.73 48 55.0 1338 1.85 49 57.2 1332 2.02 O 1322 1.69 50 59.2 51 62.5 1309 1.95 1301 1.94 52 65.5 O 53 66.7 6/4 1255 1.40 54 68.9 1246 1.08 O O

U r COH EN AN D Of PPELL, P. C. O TABULATION OF FIELD STRENGTH MEASUREMENTS WINS, NEW YORK, NEW YORK _ 1010 KHZ 50 KW DA-1 JUNE 1987 O n 85aE Directional

Number Distance Date Time Field Strenoth mV/m km O

55 70.5 6/4 1240 1.88 56 73.4 1228 1.32 57 76.5 1221 0.90 58 79.2 1213 1.02 n' 59 82.0 1207 0.96 60 85.0 1158 0.81 O 61 88.0 1149 0.75 1143 0.79 62 90.E 63 93.4 1138 0.67 1133 0.75 O 64 95.0 65 95.4 1130 0.59 1120 0.58 66 96.8 67 98.9 1102 0.54 g 68 101.4 1056 0.375 69 102.3 1051 0.48 7 1 8.0 1040 0.51 a O 71 109.5 1034 0.535 72 111.6 1030 0.50 0 0

I O 5 COH EN AN D DIPPELL, P. C. O TABULATION OF FIELD STRENGTH MEASUREMENTS WINS, NEW YORK, NEW YORK 1010 KHZ 50 KW D A _1_ JUNE 1987 N 85aE O Directional * ~ Number _ Distance _ Date Time Field Strength mV/m km 73 l'_2.0 6/4 1026 0.56 O 1009 0.42 74 119.4 0929 0.28 75 123.7 0937 0.275 O 125.7 76 0951 0.35 77 127.3 O O O

WINS operating at reduced power (30 kW) under FCC STA dated t ber 1, 1986.

O Measured by Sudhir K. Khanna utilizing a Potomac Instruments field intensity meter, Type FIM-41 (SN 117) 1986. calibrated by the manufacturer on September 12, O O

\\ v, MLOMETERS FROM ANTENNA 4 e a a 1 i. I e t 3 e i ... i i iI e i i e e i i I g m. ..,r-%, e e% -- _ _ - " f,M M GRCMD MVE FELD STRENG'M 6 J.. f d ,, c.....M. ~ ' r:T:4ea _f; -j Sp, y a - - _ _.2 m_. UINS l-- n= FE we- =E :===>=.=m r -F m.:.::m ,-c = _-ra rwn .e ? 'a ].g__=j.g;. -- _ q.g_gr -- 2=-= 5 =- _sp.z. u u : =._..=u c-m-w w w 6 w "i: !

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) CO H E N AN D DI P P ELL. P. C. D i TABULATION OF FIELD STRENGTH MEASUREMENTS WELI, NEW HAVEN, CONNECTICUT 960 KHZ 5 KW ND O JUNE 1987 N 162*E* Non-Directional Number Distance Date Time _ Field Strength () km mV/m 1 0.21 1/10/79 1331 2490 2 0.42 1335 1100 3 g,34 1349 ggo 0 4 0.79 1343 745 5 0.90 1346 570 lO 6 .1.13 1350 388 7 1.29 1352 350 J i 8 1.61 1354 287 O 9 2.06 1358 254 10 2.74 1407 206 11 2.90 1410 155 I 12 3.09 1413 132 O 13 3.23 1415 107 14 4.01 1418 122 15 4.91 1424 86 16 5.66 1429 68 O t O

1 ~ J CO H EN AN D DIPPELL. P. C. O TABULATION OF FIELD STRENGTH MEASUREMENTS WELI, NEW HAVEN, CONNECTICUT 960 KHZ 5 KW ND JUNE 1987 0 N 162*E Non-Directional O Number Distance _ Date Time Field Strenath mV/m km 17 6.63 1/10/79 1437 81.4 18 7.22 1442 43.5 O 19 8.21 1448 25.8 20 9.41 1509 44 21 10.47 1516 23 0 22 11.26 1520 23.5 23 12.07 1524 18.2 24 12.87 1528 25.8 25 13.92 1538 22 0 1 47.2 6/4/87 1420 5.70 2 48.3 1410 2.83 3 49'.7 1405 2.25 g 4 52.1 1400 1.50 5 54.4 1358 1.40 1354 1.50 6 54.7 0 7 59.3 1336 0.73 O O

m COH EN AN D DIPPELL, P. C. C TABULATION OF FIELD STRENGTH MEASUREMENTS WELI, NEW HAVEN, CONNECTICUT 960 KHZ 5 KW ND JUNE 1987 ) N 162*E Non-Directional Number _ Distance Date Time Field Strenath mV/m ~ km L> 8 62.8 6/4/87 1326 0.57 9 64.2 1322 0.54 0 10 65.8 1315 0.55 11 68.5 1256 0.88 i .O O

Data extracted fron WELI engineering report entitled "Antenna Proof-of-Performance, WELI, 5 kW-U, DA-N, 960 kHz, Insilco Broadcasting Corporation, New Haven, Connecticut" contained in

() the WELI FCC broadcast license file. Point locations 1 through 11 dated June 4, 1987, measured by Robert W. Guill utilizing a Potomac Instruments field intensity meter, Type FIM-21 (SN 385) calibrated by the manufacturer on April 16, 1987. O f O

nv rJL0 METERS FROM ANTENNA I 10 I l I il I ,,l i ---~ - v. .x_..__. .y 5,..._

e. 3 rm H --

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f O COH EN AN D DIPPELL. P. C. O TABULATION OF FIELD STRENGTH MEASUREMENTS _ WELI, NEW HAVEN, CONNECTICUT _ 960 KHZ 5 KW ND JUNE 1987 0 N 172.5 E Non-Directional Number _ Distance Date_ Time Field Strencth mV/m ~ km 'O 1 46.7 6/3 1601 3.70 2 47.7 1555 2.35 1540 2.15 3 49.1 1530 1.40 0 4 52.1 5 52.9 1532 1.35 6 57.6 1628 0.98 0 7 60.6 1635 0.68 8 61.8 1640 0.92 1648 1.05 9 63.2 1702 0.93 -O 10 64.4 1712 0. 8.1 11 65.4 1717 0.55 12 66.4 1727 0.88 0 13 68.6 Measured by Robert W. Guill utilizing a Potomac Instruments calibrated by field intensity meter, Type FIM-21 (SN 385) the manufacturer on April 16, 1987. O O O

3 3 r ML0 METERS FROM ANTENNA 1 1 18 I I I I ..I I l ? ,',,1 7 one _ __7 '__r .. _i _ = L* ._..g $n -- E=w j,1 pound M,1 F ELD Si;:ENGTH ;] O'

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COH EN AN D DIPPELL, P. C. TABULATION OF FIELD STRENGTH MEASUREMENTS WELI, NEW HAVEN, CONNECTICUT ,960 KHZ 5 KW ND JUNE 1987 N 187'E Non-Directional Number Distance Date Time Field Strength Nm mV/m J 1 46.2 6/3 1225 2.15 2 48.3 1215 1.40 I 3 51.0 1206 1.45 3 4 53.6 1158 1.10 5 56.1 1146 0.88 6 50.4 1140 0.43 7 60.G 1130 0.54 8 62.3 1120 0.44 9 64.6 1055 0,49 10 6c.3 1040 0.58 !O 11 GG,1 '030 0.45 l 12 69.9 1018 0.48 l 13 71.6 1012 0.35 'O Measured by Robert W. Guill utilizing a Potomac Instruments field intensity meter, Type FIM-21 (SN 385) calibrated by the manufacturer on April 16, 1987. O O O

O ]f AILOMETERS FROM ANTENNA I 1 1$ i a s e i .. _ ' _ 2 '. _ '_ ' _._ '. '.:I g _ L _. ' _' '.1!, ooo - - - - +. _ - ._v._.. _p~--_ J- -j-GRCm0 MvE FIELD STRENGTH GJ 7---- x.

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~~19 4 + i i!O d L 1 e i- !O i I i !O 1 l l l. i l ATTACIMENT F 1 10 l 1 l O~~
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ATTACHFENT F i ) 3 ENGINEERING REPORT RE COMPUTED SIGNAL CONTOURS FOR STATIONS 3 WICC, WELI, WGLI, WRED, WLIM, WLNG.AM AND FM, WPLR(FM) AND WRCN-FM SEPTEMBER 1987 3 0 O Q 0 COHEN AND DIPPELL, P.C. CONSULTING ENGINEERS RADIO Ai D TELEVISION WAST.fMGTON, D.C. g O
l COH EN AN D DIPPELL P. C. 2 l 10 i O ENGINEERING REPORT RE COMPUTED SIGNAL CONTOURS FOR STATIONS l WICC, WELI, WGLI, WRED, WLIM, WLNG AM AND FM, O WPLR(FM) AND WRCN-FM SEPTEMBER 1987 O i O O l O 1 l 0 O O v,-~--w-~~-rvwwmee--,-, _v,___.,-,,
O i COH EN AN O DI PPELL. P. C. City of Washington ) )ss O District of Columbia ) Ralph E.
~~Dippell, Jr.,~~
~~being duly seorn upon his oath, deposes and states that: O He is a graduate electrical~~
~~engineer, a~~
~~Registered Professional Engineer in the District of Columbia, and Vice President of Cohen and Dippell, P.C., Consulting Engineers, Radio - Television, with offices at 1015 15th~~
~~Street, N.W.,~~
Suite 703, Washington, D.C. 20005 g That his qualifications are a matter of record in the Federal Communications Commission; That the attached engineering report was prepared by him or under his supervision and direction andr O That the facts stated herein are true of his own knowledge, except such facts as are stated to be on information and belief, and as to such facts, he believes them to be true. $AldL~.hl R'a l ph/E' Dippe11,fJf '[ Dist ri,ct of Columbita Professional Engineer Registration No. 1385 O and sworn to before me this M day Subserkbeg L , 1987. of / " "L N9 tar Public My Co% mission Expires 2 'i 19?? /* w / o O i O
O COH EN AN D DIPPELL, P. C, O This engineering report has been prepared on behalf of Long Island Lighting Company (LILCO) and provides coverage maps showing computed signal contours in relation to the Emergency O Planning tone and Long Island, New York, for the following AM l a J FM stations. Power Mode of . City / State Frequency Night / Day Operation
~~O C*ll i~~
WICC(AM) Bridgeport 600 kHz 0.5/1 kW DA-2 Conrecticut WELI(AM) New Haven 960 kHz 5 kW DA-N O Connecticut WGLI(AM) Babylon 1290 kHz 1/5 kW DA-2 New York WRHD(AM) Riverhead 1570 kHz 1 kW DA-D lO New York WLIM(AM) Patchogue 1580 kHz 10 kW ND-D New York WLNG(AM) Sag Harbor 1600 kHz 0.5 kW ND-D 0 New York Antenna Height Effective Above Radiated Average O Call City / State Channel Power Terrain kW meters WLNG-FM Sag Harbor Channel 221A 2.65 106 New York ( 9 2.1 mH z) O WPLR(FM) New Haven Channel 256B 14.0 290 Connecticut ( 99.1 mHz) WRCN-FM Riverhead Channel 280A 1.5 142 New York (103.9 mHz) O O
=. _ _ O COH EN AN D DIPPELL. P. C. [ i O The contours for these AM and FM stations in the Long Island area of New York have been taken from the FCC broadcast O license file of each station with the exception of WPLR(FM). l The 0.5 mV/m daytime and the nighttime interference-free contours are shown for AM stations and the computed 1 mV/m O contour for FM stations. The 1 mV/m contour for WPLR(FM) in New
~~Haven, Connecticut, is based on a~~
field strength measurement survey conducted in May 1987. Field st ren gth I O measurements on WPLR(FM) were conducted on three radial j directions N 131*E, N 145'E, and N 160*E to determine the 1 mV/m contour. The me asu rernent s were conducted in accordance O with section 73.314 of the FC.C Rules (Code of Federal Regulations 47). The measured data was plotted in dBu on graphs of field strength versuc distance for each radial l O direction. A curve best fitting measurements was then drawn on the graph and used to determine the distance to the k mV/m f l contour. O O l l i O l
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~~l-P O O O ATTACIBENT G O O O~~
~~O O~~
O
n ATTACHMENT G Reoort on a Poll of 600 Residents of the Shoreham EPZ \\ 1 O Methodology 1 A total of 600 randomly selected heads of households within the 10 mile EPZ around Shoreham were interviewed by telephone between O September 30, 1987 and October 4, 1987. The sample was selected on an every nth basis from lists of all residents with home telephone numbers living within the EPZ. O Interviewing was conducted by' Mktg., Inc., a nationally recognized survey research interviewing firm with headquarters in East Islip, New York. O Responses were key-punched, 100% verified, and tabulated by CRC Information Systems, Inc. of New York, New York. A cop sf the computer tabulations is enclosed. O The margin of error (at the 95% confidence level) for the responses is about + 2i%. Highlights O 98% of those interviewed have at least one radio in their home at the present time. There is a mean of 3.30. radios per household. - C) 97% of all recpondents (99% of those with radios) have at least one AM/FM or FM only radio. 75% of those interviewed have an AM/FM or FM only radio that can O be operated by battery. 92% of all households have at least one automobile equipped with an AM/FM or FM only radio.
~~O 17% of those interviewed are planning to buy an AM/FM or FM only radio within the next six months.~~
O e L
O O O O O O O O O O 'O CAf9AICH RESEARCH, INC. EPZ RADIO STUDY TABLE TABLE TITLE FILTER: 1 0.1 ft)U 11ANY RADIOS DO YOU Ale YOUR FAf1ILY HAVE IN YOUR lt)rE, OR DON'T YOU HAVE ANY RADIOS AT TE PRESENT TITE 7 2 4.1 FRoll L14AT YOU RDEfSER, WW f1AN's OF TIESE RADIOS ARE BOTH An AfG Fif7 3 0.1 HOU 11ANY OF TEE RADIOS CAN BE OPERATED BY BATTERY 7 4 9.1141U #1ANY OF TEE RADIOS ARE JUST Aff? 5 e.1 Ate HOW t1ANY OF TE9E CAN SE OPERATED SY BATTERY 7 4 e.1 Ate HOU f1ANY OF YOUR RADIOS ARE JUST F)17 7 0.1 Ate HOU 11ANY OF TESE CAN BE OPERATED BY BATTERY 7 8 4.1 TOTAL INCIODEE F OLMIIC AN Fil RADIO 9 9.2 00 Y0l! Ate Yolm FAl1ILY OLM ANY AUT0rGILE87 10 9.215)U f1ANY OF TEE HAVE CAR RADIOS 7 } 11 0.2 It)U 11ANY W TEE CAR RADIOS ARE BOTH N1 ADO FIrr 1 12 4.2 Ale leu r1ANY ARE. KIST Ft17 j j 13 0.3 00 YOU THI)GC YOU OR Y0lR FArtILY UILL BE SUYDC EITER AN Aft / Fit OR AM Ft1 Ott.Y RADID OtRIDE TE EXT SIX 110HTHB (R S07 14 e.3 00 YOU THIIGC YtEl OR YULR FAf1ILY WILL BE BUYIls EITER AN Aft / fit ER AM F11 00 NDT HAVE Ale Aft / fit OR FH-004 Y RADIO ONLY RADIO OtRIIC TE EXT SIX r10HHE (R 907 i i ) l I i i
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O E !O 5 i E M E O S 3 i O e 3 5 O ha h g,I n =. eg o. ,e s a g b si s B e gI8 5 0 5 S .B B Mg a g"g 5I 1$g O El a8 ag da 1 5 E w "s e I e E 93 a I o
a -+e a a O O .O i 'O F i 3 lO I f' ATTACHMENT H l i I l l0 l b b f O l l l O O l i l r lo
.m._ _m--.. .i 4 i 4 i CAtsPAIGN RESEARCH, INC. EPZ RADIO STUDY FILTER: TABLE TABLE TITLE l 1 Q.2 DO YOU AND YOUP FAMILY 0598 ANY AUTOMD84LES? DO NOT HAVE AND AM/FM OR FM-ONLY RADIO i DO NOT HAVE AND AM/ FM OR FM-ONLY RADIO i 2 Q.2 HOW MANY OF THESE HAVE CAR RADIOS 7 3 Q.2 HOW MANY OF THESE CAR RADIOS ARE SLTH AM AND FM7 DO NOT HAVE AND AM/FM OR FM-ONLY RADIO 4 4 Q.2 AND HOW MANY ARE JUST FM? DO NGT HAVE AND AufFM OR FM-ONLY RADIO i 1 a 1 I I j-i l 1 i i 4 1 t l Ha>. Ob i i m i 4 l Z J , e ,,-r-- ,,r--,--.c e ~ - - - - - --,- v---- .----.-n-- ---,-w. v,- r
O 1 I U e O O O O 9 4. 5. 0 L. 7 O 1 1 4 6 S A. 7 2 E T) L i. I i. BO O M I O D Y T A D U R U A T Y S Y L N N O O A O I D N M A W F R O R Z Y O P L E I M M F A / F M A O . O N RU D C N V A S I C E E . N V L H A A S I C H T B R U N O A O T E M E Y O D O S N N T E O O U O R D O P A D S R E N E N 2 R W W G I Q R O S A E L N P T A A M L T S O E O O A I C F I V N N O
O O O O O O O O O O O TABLE 2 CAMPA8GN RESEARCH. INC, EPZ RADIO STUDY Q.2 HOW MANY OF THESE HAVE CAR RADIOS? F8LTER: DO NOT HAVE AND AutFM OR FM-ONLY RADIO TOTAL TOfAL RESPONDENIS 19 NONE 2 11, 7 1 37. 2 3 16. 1 3 5. 1 4 5. OTHER O DON *T KNOW 0 NOT ELIOtBLE 5 26. WEAN 1.05 STD. DEV. 1.13 STD. ERR. .259
4 c ~ O. _ 3 E. LSA T ~ O. O O O O 7 M F D 539 1, 1. 0 i. 7. 9 O r, 2 N L. 1 7 1 5 5 b 7 915 O A. A 2 T 3 1 3 1 M O. A T. H O T ID O V B A O R U E T R Y S A L N O 0 S O O 8 D I M A D F R A R R Z O P R E A M C F / E M S A O . H D E C T N M A 8 FO E V H Y A S C N H T R & N e A t T E E O p S u N as E r E O O L O t e R H O P u l VR D S O E N O s 2 R K I e ER e Q R L DE l A E L R i E N.. P T A E E e L T N H N T ADO s O O T O O ETT a I e e 2 3 4 O D N tSS C F T t O l
l o o o O O O O O O U u TABLE 4 CAMPAIGN RESEARCH, INC. EPZ RADIO STUDY Q.2 AND HOW WANY ARE JUST FM7 FILTER: DO NOT HAVE AND AM/FM OR FM-ONLY RADIO TOTAL 19 101AL RESPONDENTS 11 NONE 58. 0 t O 2 0 4 O OTHER 1 DON *T kNOW S. 7 NOT ELIOl8tE 37. .00 WEAN STD. DEV. .00 STD. ERR. .000
l !i n LILCO, April 13,1988 g:gh ip U M- .g3p15P18 CERTIFICATE OF SERVICE jN In the Matter of LONG ISLAND LIGHTING COMPANY (Shoreham Nuclear Power Station, Unit 1) Docket No. 50-322-OL-3 I hereby certify that copies of TESTIMONY OF DOUGLAS CROCKER, RALPH E. DIPPELL, AND WILLIAM G. JOIINSON ON TIIE REMANDED ISSUE OF TiiE COVER-AGE OF LILCO's EMERGENCY BROADCAST SYSTEM were served this date upon the following by Federal Express as indicated by one asterisk, or by first-class mail, postage prepaid. James P. Gleason, Chairman
~~Atomic Safety and Licensing Atomic Safety and Licensing Board Appeal Board Panel 513 Gilmoure Drive U.S. Nuclear Regulatory Commission Silver Spring, Maryland 20901 Washington, D.C. 20555 M~~
~~Dr. Jerry R. Kline~~
Adjudicatory File Atomic Safety and Licensing Atomic Safety and Licensing Board Board Panel Docket U.S. Nuclear Regulatory CommLssion U.S. Nuclear Regulatory Commission East-West Towers, Pm. 427 Washington, D.C. 20555 4350 East-West Hwy.
~~Bethesda, MD 20814 Richard G. Bachmann, Esq. * [By Federal Express or by Mr. Frederick J. Shon~~
~~hand delivery:)~~
Atomic Safety and Licensing U.S. Nuclear Regulatory Commission Board One White Flint North U.S. Nuclear Regulatory Commission 11555 Rockville Pike East-West Towers, Rm. 430 Rockville, MD 20852 4350 East-West Hwy. (By regular first-class mail:] Bethesda, MD 20814 U.S. Nuclear Regulatory Commission Office of the General Counsel Secretary of the Commission Washington, D.C. 20555 Attention Docketing and Service Section Herbert H. Brown, Esq.
~~U.S. Nuclear Regulatory Commission Lawrence Coe Lanpher, Esq.~~
1717 H Street, N.W. Karla J. Letsche, Esq. Washington, D.C. 20555 Kirkpatrick & Lockhart South Lobby - 9th Floor 1800 M Street, N.W. Washington, D.C. 20036-5891 f a
'g t 4 Fabian G. Palomino, Esq.
~~Mr. Philip McIntire Richard J. Zahnleuter, Esq.~~
Federal Emergency Management Special Counsel to the Governor Agency Executive Chamber 26 Federal Plaza Room 229 New York, New York 10278 State Capitol Albany, New York 12224 Jonathan D. Feinberg, Esq. New York State Department of Alf red L. Nardelli, Esq. Public Service, Stafi Counsel Assistant Attorney General Three Rockefeller Plaza 120 Broadway Albany, New York 12223 Room 3-118 New York, New York 10271 Ms. Nora Bredes Executive Coordinator George W. Watson, Esq.
~~Shoreham Opponents' Coalition William R. Cumming, Esq.~~
195 East Main Street Federal Emergency Management Smithtown, New York 11787 Agency 500 C Street, S.W., Room 840 Evan A. Davis, Esq. Washington, D.C. 20472 Counsel to the Governor Executive Chamber Mr. Jay Dunkleberger State Capito! New York State Energy Office Albany, New York 12224 Agency Building 2 Empire State Plaza E. Thomas Boyle, Esq. r Albany, New York 12223 Suffolk County Attorney i Building 158 North County Complex i Stephen B. Latham, Esq.
~~Veterans Memorial Highway l~~
~~Twomey, Latham & Shea Hauppauge, New York 11788 1 33 West Second Street P.O. Box 298 Dr. Monroe Schneider f Riverhead, New York 11901 North Shore Committee P.O. Box 231 Wading River, NY 11792~~
~~O bWY K. D Sisk~~
~~'( Hunton & Williams 707 East Main Street P.O. Box 1535 Richmond, Virginia 23212 DATED: April 13,1988 ____-_____________________________ __ ____________ -}}~~

ML20148T013

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