Text

Site-Specific Offsite Radiological Emergency Preparedness Alert & Notification Sys QA Assurance Verification
	ML20207P446
Person / Time
Site:	Oyster Creek
Issue date:	12/04/1986
From:	; Federal Emergency Management Agency
To:	;
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ML20207P421	List: ML20207P420; ML20207P446;
References
	NUDOCS 8701160142
	Download: ML20207P446 (318)
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o OYSTER CREEK NUCLEAR GENERATING STATION SITE-SPECIFIC OFFSITE RADIOLOGICAL EMERGENCY PREPAREDNESS ALERT AND NOTIFICATION SYSTEM QUALITY ASSURANCE VERIFICATION

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Prepared for Federal Emergency Management Agency Washington, D.C. 20472

l. Under Contract No. EMW-83-C-1217

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I December 4, 1986 I

l 8701160142 861218 i PDR ADOCK O'000219 F PD9

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I OYSTER CREEK NUCLEAR GENERATING STATION I SITE-SPECIFIC OFFSITE RADIOLOGICAL EMERGENCY PREPAREDNESS ALERT AND NOTIFICATION SYSTEM I OUALITY ASSURANCE VERIFICATION I

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I Prepared for I

Federal Emergency Management Agency Washington, D.C. 20472 Under Contract No. EMW-83-C-1217 I

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i TABLE OF CONTENTS s I. INTRODUCTION 1 A. Identification 1

1. Site Information 1

2. Governments Within The 10-Mile M Emergency Planning Zone 2 B. Scope Of Review 3

1. Emergency Plans For Off site Response Organizations 3

2. Alert And Notification System Design Report 3

3. FEMA Evaluation Findings 4 II. FINDINGS FOR EVALUATION CRITERION E.6 5 L ^- Administrative Means Of Alerting

( E.6.1, FEMA-REP-10) 6 p B. Physical Means of Alerting (E.6.2, FEMA-REP-10)

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1. Sirens (E.6.2.1, FEMA-REP-10) 10

2. Tone Alert Radios (E.6.2.3, FEMA-REP-10) 22

3. Special Alerting (E.6.2.4, FEMA-REP-10) 25 g III. FINDINGS FOR EVALUATION CRITERION N.1 28 IV. FINDINGS FOR EVALUATION CRITERIA E.5, F.1, N. 2 , N. 3 , AND N. 5 34 l

REFERENCE LIST 35 APPENDIX A: OSPM Topographical Profile Charts OSPM Topographical Input Data i OSPM Siren Sound Pressure Level Input Data OSPM Meteorological Input Data OSPM Siren Sound Pressure Level Output Data B

APPENDIX B: Sample Size Determination

t Oyster Creek Nuclear Generating Station Site-Specific Offsite Radiological Emergency Preparedness Alert And Notification System Quality Assurance verification State Of New Jersey Ocean County I. INTRODUCTION I A. Identification

1. Site Information The Oyster Creek Nuclear Generating Station is locat-l ed approximately 35 miles north of Atlantic City, New Jersey in Lacey and Ocean townships, Ocean County, New Jersey. The station is situated in a broad low-l I

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land and tidal marsh area of the New Jersey coast, bounded on the north by the south. branch of Forked River and on the south by Oyster Creek. Barnegat Bay i forms the eastern site boundary and the Garden State l Parkway forms the western site boundary.1,2 I

l The region surrounding the site is relatively flat along the shoreline to gently rolling inland, and supports numerous freshwater and saltwater marsh-lands. West of the Garden State Parkway the land is undeveloped woodland, while east of the Oyster Creek Nuclear Generating Station, along the shoreline of i Barnegat Bay, the land is residentially developed for year round and seasonal use. Two barrier beaches, i Seaside Peninsula and Long Beach Island, extend the length of Ocean County, providing extensive recrea-tional opportunities on their beaches and bays.

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I These islands attract a large summertime transient t population. 2

2. Governments Within The 10-Mile Emergency Planning Jone t The emergency planning zone (EPZ) for the Oyster i Creek Nuclear Generating Station is an irregular shape approximating a 10-mile-radius circle with the I station as the center point. The irregular shape of the EPZ results from its delineation along existing physical and political boundaries. The EPZ is bound-ed by Davenport Creek and Route 37 to the north, the Atlantic Ocean to the east, Route 72 and Micajas Road to the south and southwest, and Route 539 to the west. The EPZ is located entirely within the State of New Jersey and Ocean County. Approximately 30% of the EPZ is comprised of Barnegat Bay and the Atlantic Ocean.2,3 I

The resident population of the Oyster Creek Nuclear Generating Station EPZ was approximately 71,000 persons in 1980, with a summer population influx of approximately 48,000 persons.2 Most of the per-manent resident EPZ population is concentrated east of the Garden State Parkway, where population den-sities of more than 2,000 persons per square mile are I found in the northern-most portion of the EPZ and in some of the barrier island communities of Long Beach Island (summer only). Island Beach State Park, the I major recreational facility within the EPZ, attracted an average summer daytime attendance of 6,770 persons in 1981.2,3 9

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B. ScoDe of Review

1. Emeroency Plans Por Offsite Response Organizations GPU Nuclear's report " Alert and Notification System, Oyster Creek Nuclear Generating Station, Forked River, New Jersey" and its corresponding Attachment i 1, "The Oyster Creek Nuclear Generating Station Prompt Notification System Design Report"3 (col-g lectively referred to hereinaf ter as the Design g Report) describe the public alert and notification system evaluated in this quality assurance verifi-cation review. State and local emergency response plans and implementing instructions applicable to this review are contained in:

. State of New Jersey, " Oyster Creek Nuclear Gen-erating Station Radiological Emergency Response g Plan -- Annex B to the State of New Jersey Radio-W logical Emergency Response Plan. " Revision 3.

April 1986.2 References 2 and 3 document the administrative means established for notifying and providing prompt in-structions to the public within the Oyster Creek Nuclear Generating Station EPZ.

2. Alert And Notification System Design Reoort I

The physical means established for alerting the pub-i lic within the Oyster Creek Nuclear Generating Sta-tion EPZ are documented in Section E.6.2 and Appendix 1 of the Design Report.

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3. FEMA Evaluation Pindinas The Federal Emergency Management Agency (FEMA) Region II and the Regional Assistance Committee have evalu-ated the following offsite emergency preparedness exercises for the Oyster Creek Nuclear Generating Station:

I . FEMA, " Post Exercise Assessment, Exercise of the i New Jersey State, Ocean County and Twenty Munici-palities Radiological Emergency Response Plat s for Oyster Creek Nuclear Generating Station,"

June 1,1982; 4

. FEMA, " Post Exercise Assessment, May 24,1983 Exercise of the Radiological Emergency Response Plans of the State of New Jersey, Ocean County and Ocean County Municipalities for the Oyster I Creek Nuclear Generating Station," September 16, 1983;5 and

. FEMA, " Post Exercise Assessment, June 5, 1985 Exercise of the Radiological Emergency Response Plans of the State of New Jersey, Ocean County and Ocean County Municipalities for the Oyster Creek Nuclear Generating Station," August 22, 1985.6 l

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II. FINDINGS FOR EVALUATION CRITERION E.6 The Design Report describing the alert and notification system for the Oyster Creek Nuclear Generating Station was reviewed against evaluation criterion E.6 and Appendix 3 of NUREG-0654/ FEMA-REP-1, Revision 1, " Criteria for Prepara-tion and Evaluation of Radiological Emergency Response i Plans and Preparedness in Support of Nuclear Power Plants" (hereinaf ter ref erred to as NUREG-0654/ FEMA-REP-1, Rev.

1). This evaluation criterion states:

Each organization shall establish administrative and physical means, and the time required f or noti-1 fying and providing prompt instructions to the public within the plume exposure pathway Emergency Planning Zone. (See Appendix 3.) It shall be the licensee's responsibility to demonstrate that such means exist, regardless of who implements this re-quirement. It shall be the responsibility of the State and local governments to activate such a sys-tem.7 The bases for review against this evaluation criterion were the corresponding acceptance criteria of FEMA-REP-10, g

y " Guide for the Evaluation of Alert and Notification Systems l

for Nuclear Power Plants"8 (hereinafter referred to as PEMA-REP-10) . This quality assurance verification revlew was performed to make a determination of alert and notifi-cation system adequacy prior to conducting a demonstration of this system for the Oyster Creek Nuclear Generating Station on April 15, 1986.

l g Based upon this quality assurance verification review and I W public survey results, International Energy Associates Limited concluded that the design and implementation of the l alert and notification system for the Oyster Creek Nuclear Generating Station and its supporting procedures conformed sufficiently to the acceptance criteria, as stated in 5

FEMA-REP-10, for evaluation criterion E.6 of NUREG-0654/

1 FEMA-REP-1, Rev.1, to support a FEMA finding that the alert and notification system is adequate.

. This portion of the quality assurance verification review evaluates the Oyster Creek Nuclear Generating Station alert and notification system against FEMA-REP-10 acceptance I criteria in the following areas: the administrative means of alerting, the physical means of alerting, and the special alerting methods.

A. Administrative Means of Alerting (E.6.1, FEMA-REP-10)

The Design Report specifies those organizations or j individuals within the state and local governments who are responsible for recommending alert and notification system activation for the Oyster Creek Nuclear Gener-ating Station. The decision logic shown in Figure 1 of I this report was developed after a review of the current emergency procedures and implementing instructions for the State of New Jersey and Ocean County.

i1 The current emergency procedures document the respon-sibilities concerning the alert and notification system activation process f rom the time the emergency message is conveyed f rom the Oyster Creek Nuclear Generating Station control room to the state and county warning i points, to the state and county officials who are responsible for making the decision to activate the g alert and notification system, and, finally, to the y county officials who are responsible for physically activating the siren system. As Figure 1 indicatea, these procedures satisfy FEMA-REP-10 acceptance criteria.

Upon determination of the level of an emergency, the I initial alert and notification message is directed f rom 6

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Station (OCNCS) Control Room _ tiens Center (EOC) Is And Fi operator Determines Level of Activated 3rgan g Er eroency ,g A

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Emergency Managerrent (CEM) j 1------------aDivision (OCSCD) Is g, got t fi,g Noti fied u

Municipal EOCs And County Response Agencies Are Activated L.'

, -- -----ve ri fication This flowchart depicts the decision / action s in a f ast-breaking General Ernergency situat action sequences to be followed in an Unusui Area Emergency or General Emergency are dep:

"-%. and B-III-2A in Ref erence 2 of this renort.

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URE l' r G0nsrating Station l

(fic0 tion System S3qu;nce Diagram I

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USCG And MLEB Notify Mariners or's Ott1ce Is - Decision ed To Activate

Prompt Notification System Is p;ey CDt Director - Made + EBS Network Is Acti-vated BD N tified I

cart Guard (USCG) U Eb N:ti fied Tone Alert Radios Are Activated 63ey Marine Law

'en:nt Bureau (MLEB) i fied Siren System is Acti-

, vated by OCSCD Duty Officer Etato Agencies, i:d Continuous States, klar:1 R2sponse Special Care racilities

r. ti:ns Are Noti fied + Are Notified By Tele-thone Emergency eroadcast

System (EDS) Is Alerted To Standby T1 APEllTUllE b4tN$b ocesn County Emergency

Management Coordinator

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equancs to be followed en. The decision /

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i g the Oyster Creek Nuclear Generating Station's control y room operator to the New Jersey State Police Coramunica-tions Bureau (!USPCB) and to the Ocean County Sheriff's Department Communications Division (OCSCD) . Each of these centers is manned 24-hours a day, seven days a week.

Af ter verification of the message f rom the station con-trol room, the duty officer at the NJSPCB will notify g the New Jersey Department of Environmental Protection's y Bureau of Radiation Protection (BRP) and the New Jersey State Office of Emergency Management ( NJOEM) . The NJOEM will then notify the NJOEM Director, the Governor's Office, other state agencies, affected contiguous states, and federal emergency response organizations.

In addition, the NJOEM will alert the New Jersey Marine i Law Enforcement Bureau (MLEB), the U.S. Coast Guard (USCG), and the Emergency Broadcast System (EBS) network to standby.

I Af ter verification of the message from the station con-trol room, the Ocean County Sheriff's Department Commun-ications Division will notify the Ocean County Office of Emergency Management (OEM) and the OEM's Emergency Man-agement Coordinator (EMC), and will activate the Ocean County Emergency Operations Center (EOC) and all affect-ed municipal EOCs and county response agencies.

The Governor of New Jersey (or his authorized repre-sentative) and/or the Director (or Deputy Director) of i the NJOEM have the decision-making responsibility for activation of the OCNGS fixed siren system and the EBS network. This decision is based on information and recommendations received from the Oyster Creek Nuclear Generating Station control room and the NJOEM and BRP.

(In the event of a rapidly developing General Emergency 8

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t classification, the Ocean County EMC may authorize t activation of the siren system and EBS network.)l0 The Ocean County EMC is responsible for ensuring that the siren system is activated as directed by the NJOEM Director, the Governor, or their designated alternates.

Ilpon such instructions, the Ocea.1 County EMC will direct I the senior duty officer of the OCS.;D to physically acti-vate the siren system. Concurrently, the NJOEM Director will notify the operator at the EBS gateway station (WADB-FM 96.0, South Belmar, New Jersey) to activate the local EBS network. Following verification of this dir-ective, the EBS operator will transmit a message to all primary stations of the local EBS network, which will each rebroadcast this message at five-minute intervals, updating the information as necessary. These broadcasts will be monitored by the state and county EOCs to ensure that correct information is being transmitted, and will automatically activate the tone alert radios that have I been distributed within the Oyster Creek Nuclear Gener-ating Station EPZ.

FEMA exercise evaluations (Ref erences 4 through 6) have demonstrated that the administrative mechanisms are in place to provide prompt notification to the general pub-lic in the event of an emergency at the Oyster Creek Nuclear Generating Station.

B. Physieni Means of Alerting (E.6.2, FEMA-REP-10 )

As described in Section E.6.2 and Appendix 1 of the De-sign Report, the primary physical means of alerting for the Oyster Creek Nuclear Generating Station consist of 47 fixed siren units and 11 tone alert radios. Addi-tional tone alert radios were distributed to businesses and institutions for supplemental alerting.

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o 1. Sirena ( E.6.2.1, PEMA-REP-10) L The Oyster Creek Nuclear Generating Station siren i alerting system, as described in the Design Report, ~

was evaluated in accordance with the design evalu-ation methodology detailed in " Analysis of Siren System Pilot Test. "9 The siren system as analyzed consists of 39 Cyclone sirens rated at 125 dBC and 8 Banshee sirens rated at 115 dBC. All sirens are manuf actured by the Alerting Communicators of America (ACA).

Routine siren testing procedures and operability for the Oyster Creek Nuclear Generating Station siren alerting system have been reviewed and determined to satisfy FEMA-REP-10 operability requirements.

Anechoic-chamber measured octave band sound pressure spectrums (supplied by the siren manuf acturer) were used to verify the rated output of all of the sirens.

The evaluation of the siren system design calculation procedure was conducted by ascertaining the adequacy of the design procedure in the presence of site-specific topographical and meteorological conditions by comparing the submittal's coverage contours with the Outdoor Sound Propagation Model (OSPM)9 results for specific sirens.

The Oyster Creek Nuclear Generating Station siren alerting system design procedure is described in Section E.6.2.1 of the Design Report. Siren sound

( level contours were determined by computer modeling of actual field test siren performance data. The computer models calculated sound attenuation with 10 f

I distance due to hemispherical wave divergence, atmos-t pheric absorption, absorption due to vegetation and other types of ground cover, propagation of sound l over water, propagation of sound through urban and suburban areas, upwind sound shadows, and topographi-cal barriers.

I The 60 dBC and 70 dBC coverage areas are depicted in Figure E.6.1 of the Design Report. Population dis-tributions within the EPZ and all populated areas I within the EPZ that lie outside the 60 dBC contours are also depicted in Figure E.6.1. Residences in these arent 'are alerted through the use of tone alert radieb.# (See Section II.B.2 of this report.)

This quality assurance verification review seeks to ascertain whether the design procedure used ade-quately accounts for the site-specific terrain and weather conditions and whether the ciren alerting I system for the Oyster Creek Nuclear Generating Station does indeed meet FEMA-REP-10 acceptance criteria.

Thirteen sirens which are depicted on the U.S. Geo-l logical Survey's Forked River quadrangle map (see Figure 2 of this report) were selected for this qual-ity assurance verification review. Surface weather I parameters, representative of site prevailing summer daytime conditions, were used in the OSPM calcula-lg tions. Appendix A of this report contains topograph-y ical profile charts, OSPM topographical input, siren sound pressure level input, meteorological input, and siren sound pressure level output for each of the individual siren runs.

l To compare the ranging estimates of OSPM with the de-sign procedure, the analyzed azimuths for the 13 lg 11

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r sirens were classified into three categories accord-ing to terrain profiles: hilly (major physical

( obstructions) , partially hilly (minor obstructions) ,

and relatively flat (generally unobstructed line-of-F sight within 10,000 f t) . An additional category was used to reflect weather-dependent acoustic shadows.

Regressions of dBC versus the logarithm of distance were performed for the siren types over the varying p terrain conditions and for those azimuths along which H acoustic shadows can be expected.

The regression results are depicted in Figures 3 through 9 of this report. Also depicted are the licensee's design ranges for 70 dBC and 60 dBC f rom Section D of the Design Report.

It can be seen from Figures 3 through 9 of this report that the effective 70 dBC and 60 dBC range 1 estimates provided by the design procedure are con-servative compared to OSPM predictions for relatively flat site-specific terrain conditions for the Banshee The Design Report ranges are very close to siren.

the OSPM derived ranges for the partially hilly cate-gory. The effective 70 dBC and 60 dBC range esti-mates for the Cyclone sirens provided by the design procedure are very conservative for the relatively flat and partially hilly categories and the Design Report ranges are very close for the hilly category.

It can also be seen that the acoustic shadow effect ,

caused by the prevailing wind conditions as computed by OSPM significantly reduces the effective rangen for both siren types.

( Table 1 on page 21 summarizes the estimated offective ranges to 70 dBC and 60 dBC over the various categor-les:

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TABLE 1 i Range In Ft To Siren Erocedure Terrain 70 dBC 60 dBC Cyclone Licensee All 4,000 7,250 OSPM Flat 8,972 >10,000 Partially i Hilly Hilly 7,295 4,583

>10,000 8,515 Shadow 2,453 3,706 Banshee Licensee All 3,600 6,000 OSPM Plat 4,894 >10,000 Partially I. Hilly Shadow 4,063 1,912 7,907 2,834 5 Computations of individual siren coverages in terms of the area contained within th> 3SPM-predicted 70 4 dBC and 60 dBC contours were also performed. Area integrations were carried out on the four Banshee airens and also on the nine Cyclone airena.

The results are as follows:

AVERAGE AREA l (In Square Miles)

, Siren Tvoc 70 dBC 60 duc cyclone 5.137 13.233 2.012 I Banshee 6.211 Unirg thene results, the following effective radii i are derived:

h EFFECTIVE RADIUS (In Feet)

Siren Tvoc .70.duc 60 dBc Cyclone 6,752 10,037 Dannhoe 4,226 7,424 0 21 il - _ - - - -- - _. . - _ . _

I Thus, in the presence of the prevailing site and wind conditions, the design procedure is judged to be conservative in estimating the effective 70 dBC and 60 dBC siren range.

Three areas within the Oyster Creek Nuclear Genera-ting Station EPZ were identified where siren sound levels may be lower than 60 dBC (see Section E of I Appendix 1 to the Design Report) . The locations of these areas are as follows:

. Area I is a large area between 5 and 10 miles west and west-northwest of the station site;

. Area II is a smaller area between 7 and 10 miles southwest of the station site; and I . Area III is a small area 5 to 6 miles south-couthwest of the station site between the Garden I State Parkway and Route 9.

An a result, an additional airen (siren #3, shown in Figure E.6.1 of the Design Report) was placed in Area III, providing adequate coverage for this area.

There were no structures identified in Area II, per the Design Report, and all residences in Area I are alerted through the use of tone alert radios.

I In conclusion, the Oyster Creek Nuclear Generating Station oiron nierting system is found to meet the i specific design requirements of FEMA-REP-10.

2. Tono Alert Rah (E.6.2.3, FEMA-REP-10)

Tone alert radios are uned to alert the resident pop-ulation within the virtually unpopulated northwestern i 22

i portion of the Oyster Creek Nuclear Generating Sta-tion EPZ which receives siren ~ coverage at sound levels below 60 dBC. All tone alert radios are Redi-Alert Receivers Model 75100.

The following FEMA-REP-10 guidelines should be follow-ed to maintain an effective and continual alert and notification program utilizing tone alert receivers:

. Tone alert radios should be offered to the pub-I lic in geographical areas (where needed) and a "best-effort" attempt must be made to place the radios. A record system (register) containing an accurate list of addresses (names are option-al) must be maintained for those geographical areas using the tone alert radios. The address-es of residents refusing tone alert radios t should also be noted.

. A maintenance program offering operating checks I should be available at least annually to the public in geographical areas using the tone alert radios. This maintenance program and the I register program (mentioned above) may be inte-grated.

. Tests offering,the public a means to self-test I its receivers are desired at least monthly. How-ever, a final determination of testing frequency rests with appropriate state and local govern-I ment officials.

monitored.

These test results need not be

<l . Written guidance should accompany the tone alert radio. These instructions should address, where applicable, a tone alert radio's:

- General usage; l

- Self-testing f requency and method;

- Suggested location (to f acilitate efficient monitoring);

- Maintenance program; and l

- Telephone numbers for repair or replace-ments.

1 23 S

As a reminder, this written guidance should be 8 provided annually to each tone alert radio re-cipient. This portion of the tone alert program may also be integrated with the register and maintenance programs (mentioned above) .

. A determination should be made that the broad-cast medium for initiating the tone alert signal 5 has adequate availability (24 hours2.777778e-4 days 0.00667 hours 3.968254e-5 weeks 9.132e-6 months a day, 7 days a week) , signal strength, and signal qual-ity.8 I The Design Report states that there are three areas within the EPZ identified as receiving siren coverage of less than 60 dBC and that all residences within these areas are alerted through the use of tone alert radios.

A comprehensive inventory was conducted (see Section E.6.2.3 of the Design Report) of the occupied struc-8 tures located in areas not receiving 60 dBC siren sound pressure level, identifying residences and facilities. Each residence / facility was contacted by letter and offered a tone alert radio. Tone alert radios were requested by the occupants of 11 struc-tures. As of June 1984, the requested tone alert radios had been placed.

I All tone alert radios were hand delivered to the residences / facilities accepting them, and both written and verbal instructions for their use were I provided with each radio. All radios were pre-set to the EBS station with the strongest signal relative to the radio placement. A cover was affixed to each radio to prevent detuning. A decal providing instruc-tions for radio use and identifying a contact point for questions or problems was attached to each radio cover.

18 24 5

Each radio is registered by serial number, location, l I address, and accepting individual. The Oyster Creek Nuclear Generating Station Emergency Preparedness Manager is responsible for maintaining the placement records. l The tone alert radios may be tested by the public l when the EBS stations conduct their tests. Problems may be reported to the utility by calling a telephone number printed on the radio's decal, in which case I the Emergency Preparedness Manager immediately dis-patches a replacement radio and records the problem.

The tone alert system developed for the Oyster Creek Nuclear Generating Station, as described in the De-sign Report, meets the intent of FEMA-REP-10 guide-lines addressing tone alert radio systems.

I 3. Snecial Alerting (E.6.2.4, FEMA-REP-10)

Special alerting methods are employed to provide prompt notification for one major recreational facil-ity, Island Beach State Park, which has a seasonal daytime transient population, and for marine traffic on Barnegat Bay and the Atlantic Ocean.

I Tone alert radios have been placed at special facili-ties throughout the EPZ to supplement the primary system. In the event of an emergency at the Oyster Creek Nuclear Generating Station, notification of i these special care f acilities will also be made by telephone from the Ocean County OEM or the OCSCD.

Back-up notification will be made by personal contact through the municipal police departments in those municipalities containing special care f acilities.

I 25 5

I Special care facilities consist of hospitals, nursing homes, correctional facilities, and schools. Sixty-five of these f acilities were identified by the Ocean County Office of Emergency Management, and all were offered tone alert radios. Fifty-seven tone alert radios have been placed. The listing of the tone alert locations is kept on file at the Oyster Creek Nuclear Generating Station.

special alerting methods (route alerting) will be I used in conjunction with the alert and notification system to alert the population at Island Beach State Park. While the siren alerting system provides 70 dBC coverage for most of the heavily used portion of l the park and 60 dBC coverage for most of the remain-ing sections, there is a small restricted access area l which receives less than 60 dBC coverage. The Island Beach State Park Emergency Plan provides that upon notification by a tone alert radio (tone alert radios I are in place at the guard house and ranger's office),

park rangers in vehicle patrol units will notify all I persons in the park of the emergency and of approp-i riate actions to be taken. The patrol units will use t

vehicle public address systems and hand-held power megaphones as the means of notification. According to the Design Report, the number of patrol vehicles and personnel, the narrow width of the park, and the single roadway ensure the special alerting can be completed within 45 minutes.

8 Special alerting methods will also be used in con-junction with the siren alerting system to alert the marine population on Barnegat Bay and the Atlantic l Ocean. The New Jersey and Ocean County emergency response plans recognize that some boaters are i 26

'E

I unlikely to hear the activated sirens even within the 60 dBC. siren range due to engine noise. Addition-ally, many boaters do not have AM/FM radios with which to receive the EBS message. Therefore, the special alerting methods to be used will include:

. The transmission of alert and notification mes-sages over Marine VHF radio; i

g . Patrol notification through the use of portable u public address systems and hand-held megaphones in conjunction with New Jersey MLEB and USCG patrol boats and, if necessary, New Jersey State Police (NJSP) and USCG helicopters to provide alert and notification messages.

The USCG is responsible for broadcasting alert and notification messages over Marine VHF channels upon notification of an emergency from the New Jersey OEM I and upon receipt of an order to broadcast an alert and notification message f rom the Governor of New Jersey, the New Jersey OEM Director, or their design-ated alternates. The MLEB is the lead agency for patrol notification on Barnegat Bay and will be sup-ported by the USCG and the NJSP Helicopter Bureau.

The USCG is the lead agency for patrol notification on the Atlantic Ocean.ll I

l I

I I

I 27 5

I III. FINDINGS FOR EVALUATION CRITERION N.1 On April 15, 1986, the physical means (sirens and tone alert radios) used to alert the population within the Oyster Creek Nuclear Generating Station EPZ were demon-strated to satisfy the alert and notification aspects of NUREG-0654/ FEMA-REP-1, Rev.1.7 This demonstration was I conducted by using the methods specified in Section N.1. (a , b) .2 of FEMA-REP-10.8 The results indicate that this portion of the alert and notification system I evaluation conforms to FEMA-REP-10 and NUREG-0654/ FEMA-REP-1, Rev. 1.

The April 15, 1986, demonstration of the Oyster Creek Nuclear Generating Station siren and tone alert system consisted of a double activation of all sirens, a double activation of the tone alert radios, and a subsequent telephone survey' to estimate the proportion of EPZ I households actually alerted. Siren activations were initiated at 10:30 a.m. and 10:35 a.m. (Eastern Standard Time). Each siren activation lasted for three or five minutes, depending upon siren type and location. All sirens were reported operating during all activations. The tone alert radio activations occurred at 10:40 a.m. and 10:43 a.m.

I The telephone survey of EPZ residences began at approxi-mately 10: 41 a.m. (Eastern Standard Time) and was completed in one hour and 24 minutes. This survey was conducted by 41 telephone interviewers, each with a separate WATS line I and computer terminal.

I The universe of households to be surveyed was determined by establishing a 12-mile-radius circle around the latitude as and longitude of the power plant. The sample incorporated a sorted master list of approximately 2,500 households I 28 5

I (addresses and telephone numbers) believed to be within the I Oyster Creek Nuclear Generating Station EPZ, based upon a review of their addresses.

A sufficient number of replicated subsamples was developed f rom this master list to ensure that the required number of telephone calls would be made, i.e. , to establish the pro-portion of households alerted to within a 5% precision at a 95% confidence level. The method for sizing the sample to achieve this result is described in Appendix B of this I report.

The questionnaire used for the telephone survey is included as Figure 10 of this report.

I As part of the telephone survey, a total of 429 households believed to be within the Oyster Creek Nuclear Generating Station EPZ was contacted, and the responses were collected in an automated data base.

I Of this group, 136 respondents stated that they were not alerted. However, before running the final tabulations, all of the addresses and cross streets obtained during the interviews were checked on a street map to validate household locations. Of the 429 households, 36 were found to be outside the EPZ. There-fore, data were tabulated on the 393 respondent households that were located within the EPZ. Respondents at 47 of these households had been away from home at the time of the siren system demonstration and, therefore, were not includ-l ed in the alerting analysis. Of the remaining 346 house-holds, 7 2.2% (250) irdicated that they had heard the siren (s) during the demonstration. By using the estimated number of households within the EPZ (16,783 f rom Reference s2) in the confidence interval expression in Appendix B of this report, an estimated 95% confidence interval for the proportion of the total EPE population alerted that ranges I 29 I

FIGURE 10 3103Q hilton Research Services Study #6422 adnor, Pennsylvania April 15, 1986 I OMB #3067-0303 (FEMA 9/86)

FEMA NUCLEAR POWER PLAhT ALIRTING AND NOTIFICATION SYSTEM: PUBLIC TELEPHONE SURVEY Oyster Creek Time Began AM PM Interview # ;

(1-5)

AM PM Zip Code I Time Ended l (6-10)

(11)

RECORD BEFORE DIALING -Telephone #

bODUCTION:

W Hello, my name is . We're caning households long distance a Chilton Research Services as part of a survey. This survey is sponsored by The

! der:1 Bnergency Management Agency (FEMA) of the United States Government.

Your answers are voluntary and will be kept strictly confidential.

i I

1. First of an, is this (REPEAT # DIALID)?

I Yes 1 TERMINATE AND DIAL AGAIN No 2

. As you may or may not know, there was a test of the public warning / alert notification system for the Oyster Creek Nuclear Generating Station. Did you, or any other member of this household, hear any type of amargency warning / alert signal from this test I today?

22-CONTINUE Yes 1 l

SKIP TO. Q. 4A No 2 l

tiesrc rrom j CONTINUE another 3 source i

I ASK IF ANY OTHER HOUSEHOLD MEMBEt IS MCRE KNOWLEDGEABLE

O 30

FIGURE 10 (CONTINUED) 5 y,,e cype of emergency test signal did you hear? (D0 NOT READ. CIRCLE ALL THAT W (23-25)

Siren 1 I SKIP TO Tone alert radio 2 Q. 4 Neighbor told me 3 Other family member told me 4 Other (SPECIFY) 9 I

CONTINUE Don't Faow Y

. Did you hear . . . (READ LIST. CIRCLE h THAT APPLT)

(30-32)

A siren 1 A tone alert radio 2 From a neighbor 3 From another family member 4 8 Or by means of something else 9 (SPECIFY)

DO NOT RFAD Don 't Know Y (IF " HEARD DfERGENCY SIGNAL" ASK Q. 4 BEIDW; OTHIRWISE SKIP TO Q. 4A) i I Were you at home or any from home when you heard or were made aware of thf a emergency test signal?

37-Home 1

!I SKIP TO Q. 5 Away from home 31

FIGURE 10 (CONTINUED) 4A. (IF "DID NOT HEAR EMERGENCY SIGNAL') Were you at home around 10:30 this morning?

38-I Yes 1 No 2 Don't Know Y ~

f.HasyourhouseholdeverbeenissuedaToneAlertRadio?

39-IF RESPONDENT WAS NOT HOME SKIP TO Q. 5, OTHERWISE ASK Q. 4C Yes 1 No 2 1 SKIP TO Q. 5 !

Don't Know Y 4C. Was it turned on at approximately 10:30 this morning?

40-Yes 1 No 2 1 Don't Know Y B.Hasyourhouseholdeverreceivedinformationwhichtellsyouwhattodointheevent cf a "real" emergency at the Oyster Creek Nuclear Generating Station. This grey pamphlet titled " Emergency Information for Neighbors of the Oyster Creek Nuclear I Gener= ting Station" was mailed to you last month from the Jersey Central Power and Light Company. Do you remember receiving this information?

41-

, Yes 1 No 2 Don't Know Y 6

1.Becauseweneedtodeterminewhetherornotyoulivewithinthe10mileEmergency Planning Zone of the Oyster Creek Nuclear Generating Station, would you please give me this address? (PAUSE 70R ANSWER)

ADDRESS:

I and the nearest intersection (or cross street) to this house.

Also, what community is this?

I On behalf of Chilton Research Services and the Federal Emergency Management Agency, I would like to thank you for your time and for giving us this valuable information.

32

H

~

from 67.4% to 76.7% can be derived. In other words, at the J 95% confidence level, between 67.4% and 76.7% of the house-s holds within the Oyster Creek Nuclear Generating Station EPZ would have reported being alerted by the siren or tone alert radio systems.

The sample of 393 households was also used to estimate the proportion of households within the EPZ that stated they

- received information about what to do in a real emergency 5 at the Oyster Creek Nuclear Generating Station. Of these

, 3 93 households, 75.1% (295) responded that they had re-L ceived the information, 20.9% (82) responded that they had not received the information, and 4.1% (16) did not know or

[ refused to state whether they had received the informa-tion. Using the approach discussed previously, the follow-

[ ing estimates for the entire EPZ population resulted (at the 95% confidence interval) :

[ . Between 70.6% and 79.0% of the households would have reported receiving the information;

. Between 17.2% and 25.1% of the households would have responded that they had not received the information; and

. Between 2.5% and 6.5% of the households would not l

have known or would have refused to state whether they had received the information.

In conclusion, no areas of the Oyster Creek Nuclear Gener-ating Station siren and tone alert systems were identified as needing enhancements.

33

I IV. FINDINGS FOR EVALUATION CRITERIA E.5, F.1, N.2, N.3, AND N.5 Those aspects of the alert and notification system ad-dressing evaluation criteria E.5, F.1, N.2, N.3, .and N.5 of NUREG-0654/ FEMA-REP-1, Rev.1, have been reviewed by FEMA and the results have been documented in FEMA's " Post I Exercise Assessment, June 5,1985 Exercise of the Radio-logical Emergency Response Plans of the State of New Jersey, Ocean County and Ocean County Municipalities for I the Oyster Creek Nuclear Generating Station," August 22, 1985.6 I

I I

I 34 I _ . - . .

E REFERENCE LIST I 1. GPU Nuclear. 1984. " Final saf ety analysis report update:

Oyster Creek Nuclear Generating Station." December 1984.

2. State of New Jersey. State of New Jersey radiological !

emergency resoonse plan; Annex B, " Oyster Creek Nuclear

, g Generating Station radiological emergency response plan. " l g Revision 3. April 1986.

3. GPU Nuclear. " Alert and notification system, Oyster Creek Nuclear Generating Station, Forked River, New Jersey. "

With attachment 1, "The Oyster Creek Nuclear Generating Station prompt notification system decign report." (No date.)

4. Federal Emergency Management Agency. 1982. " Post exercise assessment, exercise of the New Jersey State, Ocean County I and twenty municipalities radiological emergency response plans for Oyster Creek Nuclear Generating Station. " June 1, 1982.

I 5. Federal Emergency Management Agency. 1983. " Post exercise assessment, May 24, 1983 exercise of the radiological emer-I gency response plans of the State of New Jersey, Ocean County and Ocean County municipalities for the Oyster Creek Nuclear Generating Station." September 16, 1983.

6. Federal Emergency Management Agency. 1985. " Post exercise assessment, June 5,1985 exercise of the radiological emer-gency response plans of the State of New Jersey, Ocean County and Ocean County municipalities for the Oyster Creek Nuclear Generating Station. " August 22, 1985.

!l 7. Nuclear Regulatory Commission and Federal Emergency Manage-W ment Agency. 1980. " Criteria for preparation and evalua-tion of radiological emergency response plans and prepared-lI ness in support of nuclear power plants."

REP-1. Revision 1. November 1980.

NUREG-0654/ FEMA-l 8. Federal Emergency Management Agency. 1985. " Guide for the evaluation of alert and notification systems for nuclear power plants." FE MA-REP-10 . November 1985.

I 9. International Energy Associates Limited. 1983. " Analysis of siren system pilot test." IEAL-333. November 2,1983.

l

g 10. Federal Emergency Management Agency. 1986. Memorandum to g Robert S. Wilkerson, Chief, Technological Hazards Division, signed by Roger B. Kowieski, P. E. , Chairman, Regional Assistance Committee, FEMA Region II. April 10,1986.

11. Federal Emergency Management Agency. 1986. Memorandum to Robert S. Wilke r so n, Chief, Technological Hazards Division, I signed by Ihor W. Husar, Chairman, Regional Assistance Committee, FEMA Region II. November 3,1986.

I 35

I I

I I APPENDIX A OSPM -Topographical Profile Charts OSPM Topographical Input Data OSPM Siren Sound Pressure Level Input Data OSPM Meteorological Input Data OSPM Siren Sound Pressure Level Output Data I

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I GDiER. PUELIC UTILITIES OYSTER CREEK ANS SIREN 81-CYC.ONE 1' SOURCE-RECEIVER TOP 06RAPHICA. INPUTS ALL BEARINES ARE WITH RESPECT TD TE WRTH EASURING CLDCHWISE I 6 RID BRutta FO:.! AGE INTERVENIE DISTRICE TD H16EST HEIGHT 0-POINT DISTANCE SEARINE EIGHT TYPE PENETRATION OBSTRUCTIONS (BSTRUCTION FR M SQJRCE OBSTRUCTION 1 500. 90.00 25.00 SD:T 0. E 0. O.

2 1000. 90.00 15.00 SOFT 0. ND 0. O, t4 3 5

2000.

4000.

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HAE HAE 0.

0.

NO ND W

0.

O.

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t6 E 7 12000.

500.

90.00 67.50

" 00 20.00 M

SDFT 0.

0.

NO NO NO 0.

0.

O.

I 9 1000. 67.50 25.00 SOFT 0. NO 0. O.

10 2000. 67.50 10.00 SOFT 0. 0 0. O.

11 4000. 67.50 ~10.00 M 0. ND 0. O.

12 6000, 67.50 8.00 M 0. NO 0. O.

13 8000. 67.50 8.00 HARD 0. W 0. O.

I 14 12000, 67.50 5.00 HAE 0. ND 0. O.

15 500. 45.00 25.00 SOFT 0. ND 0. O.

16 1000. 45.00 25.00 SCFT 0. ND 0. O.

I 17 2000. 45.00 22.00 SD T 0. ND 0. O.

18 4000. 45.00 15.00 M 0. NO 0. O.

19 6000. 45.00 8.00 M 0. NO 0. O.

M E I 20 21 8000.

12000.

45.00 45.'00 8.00 8.00 M 0.

0. 2 0.

0.

O.

22 500. 22.50 25.00 SOFT 0. ND 0.

I O.

23 1000. 22.50 18.00 SOFT 0. ND 0. C.

24 2000. 22.50 25.00 SO:T 0. W 0. O.

25 4000. 22.50 30.00 SOFT 0. ND 0. O.

h 26 6000. 22.50 25.00 HMD 0. NO 0. O.

5 27 8000. 22.50 35.00 HARD 0. E 0. O.

28 12000. 22.50 25.00 HARD 0. W 0. O.

29 500. .00 25.00 SOFT 0. NO 0. O.

30 1000. .00 35.00 SOFT 0. NO 0. O.

31 2000. .00 35.00 SOFT 0. YDi 1900. 40.

I 32 4000. .00 70.00 SOFT 0. NO 0. O.

33 6000. .00 25.00 HAE 0. YES 4200. 80.

34 8000. .00 65.00 SurT 0. YES 4200. 80.

35 12000. .00 45.00 S0cT 0. YES 4200. 80.

36 500. 337.50 35.00 SOFT 0. ND 0. O.

I e

I . _ . .

I I

I GRID Gil0LMD FDLIAGE INTERVENIE DISTREE TD HI6EST ElliKi 0:

POINT DISTArCE BEARING EIGHT TYPE PEETRRTION (BSTRCTIONS (ESTRLETION FIDI S(IJHCE OBSTRITIONE 37 1000. 337.50 50.00 SOFT 0. 10 0. O.

36 2000. 337.50 80.00 SOF- 0. NO 0. O.

35 4000. 337.50 50.00 SOFT 0. YES 3300. 90.

40 6000. 337.50 5100 SO:T 0. YES 3300. 90. g 41 8000. 337.50 95.00 SD:T 0. YES 3300. 90.

42 12000. 337.50 75.00 SOFT 0. YES 3300, 90. g 43 500. 315.00 4100 SO:T 0. pc 0. O.

44 1000. 315.00 55.00 SD T 0. NO 0. O.

45 2000. 315.00 105 00 SOFT 0. NO 0. O.

46 4000. 315.00 60.00 SD:T 0. YES 2000. 105.

47 6000. 315.00 110.00 SON 0. YES 2000. 105.l 46 8000. 315.00 12L00 SCET 0. YES 2000. 105. W 49 12000. 315.00 10100 SOFT 0. YES 2000. 105.

50 500. 292.50 45.00 SFT 0. ND 0. O.

91 1000. 252.50 45.00 SOFT 0. 2 0. O.

52 2000. 252.50 90.00 50:T 0. NO 0, 0, 53 4000. 292.50 105.00 SOFT 0. YES 3900. 110. ,

54 6000. 292.50 80.00 SO T 0. YES 3900. 110.

55 8000. 292.50 120.00 SOFT 0. YES 3900. 110. i 1

56 12000. 292.50 130.00 SOFT 0. YES 3900.

57 500. 270.00 40.00 SOFT 0. E 0.

110.h O.

58 1000. 270.00 55.00 SO

0. - NO 0. O. W 59 2000. 270.00 80.00 SO:T 0. pc 0. O. l 60 4000. 270.00 100.00 SO:7 0. ND 0. O. g I 61 6000. 270.00 135.00 SD:T 0. 10 0. O. E 62 8000. 270.00 120.00 SO 7 0. YES 6000. 135. I l

63 12000. 270.00 90.00 SOFT 0. YES 6000. 135.

64 500. 247.50 45.00 SOFT 0. ND 0. O.

65 1000. 247.50 55.00 S(FT 0. 10 0. O. !

66 2000. 247.50 65.00 SOFT 0. YES 1800. 70. l 67 4000. 247.50 65.00 S(FT 0. YES 3500. 80.

l l 68 6000. 247.50 85.00 SOFT 0. NO 0. O.

69 8000. 247.50 95.00 SOFT 0. ND 0. O.

70 12000. 247.50 90.00 0. 11400.

SOFT YES 110. l l l 71 500. 225.00 35.00 SOFT 0. 10 0. C. 4 l 72 1000. 225.00 45.00 SOFT 0. ND 0. O.

I I

h I

f L

l GRID GRuiND FDLIRSE INTERYENIE DISTRICE TD HIGEST HEISHT 0:

POINT DISTANCE BEARING EWT TYPE PDETMTION GISTRETIONS (BSTRLETION FIDI SLUICE GISTRUCTION 73 2000. 225.00 55.00 SOFT 0. E 0. O.

70 4000. 225.00 70.00 SOFT 0. ND 0. O.

75 6000. 225.00 E5.00 SOFT 0. YES 4800, 90.

f 76 8000. 225.00 E5.00 S0cT 0. YES 4800. 90.

b 77 12000. 225.00 95.00 SOFT 0. YES 10500. 110.

78 500. 202.50 2",. 00 SOFT 0. 90 0. O.

J 79 1000. 202.50 35.00 SET 0. ND 0. C.

80 2000. 202.50 35.00 SOFT 0. ND 0. O.

0. E 0.

l'p 81 82 4000.

6000.

202.50 202.50 35.00 35.00 SOFT Sur7 0. ND 0.

O.

83 8000. 202.50 35.00 SOFT 0. E 0. O.

84 12000, 202.50 25.00 SOFT 0. ND 0. O.

I 85 86 1000.

500. 180.00 180.00 25.00 25.00 SOFT SOFT 0.

0.

90 10 0.

0.

O.

J 87 2000. 180.00 30.00 SOFT 0. 90 0. O.

88 4000. 180.00 2" 00 S0ri 0. ND 0, 0, 89 6000. 180.00 15.00 SOFT 0. ND 0. O.

90 8000. 180.00 15.00 SOFT 0. ND 0. O.

lW 91 92 12000.

500.

180.00 157.50 8.00 25.00 HAG SOFT 0.

0.

ND ND 0.

0.

O.

93 1000. 157.50 25.00 SOFT 0. 80 0. O.

2000. 157.50 25.00 SFT 0. ND , O. O.

l.94%95 4000.

6000.

157.50 157.50 15.00 8.00 S0cT mRD 0.

0.

>0 NO 0.

0.

O.

97 8000. 157.50 8.00 HRE 0. 90 0. O.

I% 99 12000.

500.

157.50 135.00 8.00 25.00 mRD SFT 0.

0.

10 NO 0.

0.

O.

100 1000. 135.00 20.00 SOFT 0. 60 0. O.

101 2000. 135.00 10.00 SET 0. 80 0. O.

102 4000. 135.00 8.00 SET 0. ND 0. O.

103 6000. 135.00 8.00 HRG 0. 60 0. O.

104 8000. 135.00 8.00 HARD 0. ND 0. O.

l g 105 12000. 135.00 8.00 HRE 0. ND 0. O.

106 500. 112.50 25.00 SOFT 0. 60 0. O.

107 1000. 112.50 18.00 STT 0. 90 C. O.

108 2000. 112.50 8.00 mRD 0. 50 0. O.

109 4000. 112.50 8.00 HARD 0. 90 0. C.

110 6000. 112.50 8.00 mRD 0. DO 0. O.

111 8000. 112.50 8.00 HRE 0. 70 0. O.

112 12000. 112.50 5.00 mRD 0. ND 0. O.

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, IEEIR. MR.IC tlTILITIES DYSTER CREEK ANS SIREN 91-CYII.DE W EISE SSJRCE POWER LEVEL INPUT INDEI SIURCE DBA DBC 31.5 63 125 250 500 1000 2000 4000 8000 (HZ) 1 OYSTER CREEK-CYCLONE 14.4 157.7 .0 .0 .0 .0 157.0 146.0 145.0 143.0 .0 10= .00 YD= .00 20= 30.00 EIGHT IBOVE GRIDID= 50.00

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GENiDR. PUBLIC UTILITIES OYSTER CREEK AMi SIREN 81-CYt1 D E METEDROLOGICR. IN:UT CONDITIONS g

g H1= 10 4 METERS H2= 45.72 METERS WIG WIE SPEED (MPS) TEMPEMTURE(C) RELATIVE MRGETRIC YEAR SEASON KONTH DATE HOUR DIREI' TION H1 H2 HI H2 IRIDITY PRESSUE(MM OF 66) 1983 , B 23 12 171.0 2. 3 2.7 26.4 25.9 70.0 754.0 t

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I I liENERAL PLELIC UTILITIES OYSTER CIEK ANS SIREN 91-CYCLGE I SIREN SOUND SE!.S IN DiC INDER ET CDNDITION 1 DISTANCE IN FEET l AZIKRH 500. 1000. 2000. 4000. 6000. 8000. 12000.

E 105. 95. E 84. 78. 74. 67.

ENE 105. 95. E. 84. 78. 74. 67.

E 105. 95. E. 84. 76. 74. 67.

9 N NNE 105.

105.

95.

86.

80.

79.

78.

67.

74.

64.

67.

57.

NNW 105. 95. 86. 67. 65. 64. E.

E' 105. 95. 86. 67. 65. 61. 53.

I WNW 105. 95. E. 72. 65. 64. E.

W 105. 95. 86. 79. 75. 63. 54.

I WSW SW SSW 105.

105.

95.

94.

93.

80.

78.

76.

60.

55.

53.

45.

41.

35.

I S 105. 93. 76. 51. 45. 41. 37.

SSE 105. 93. 76. 51. 48. 44, 37.

SE 105.' 93. 76. 53. 48. 44. 37.

ESE 105. 94. 84. 61. 48. 44. 37.

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I GDEIR. PLE.!C LfrILITIES OYSTER CIEEK AN6 SilEN M-92diEE SOUIEE-EEIVER TDPGillRPHICR. INPUTS R.L BEAR! LEIS ARE WITH llESPECT TO TE WRTH EAGUR!ldi CLDCMWISE EID GROUND FG.!E INTERVEN!ldi DISTihCE TO HISEST EIDIT F I

PulNT DISTANCE SEA 91NG HEIGHT TYPE PEETRRTION IEST E TIONS (BSTET!ON FIDI SoulEE IBST E T 1 500. 90.00 3.00 FRG 0. NO 0. O.

2 1000, 90.00 3.00 HAC 0. NO 0. 03 3 2000. 90.00 7.00 HAG 0. 10 0. 0.

4 4000. 90.00 7.00 HARD 0. W 0. 0.g 5 6000. 90.00 7.00 HAC 0. ND 0. O.

6 6000. 90.00 7.00 HARD 0. 90 0. 0.

7 12000, 90.00 2.00 M 0. ND 0. O.

8 500. 67.50 3.00 HAC 0. NO 0. O.

9 1000. 67.50 3.00 7.00 HARD 0. 2 0.

0.l 10 2000. 67.50 HAG 0. 60 0. 0.5 11 4000. 67.50 7.00 HARD 0. W 0. O.

12 6000. 67.50 7.00 HARD M

0. 60 C.

03 13 8000. 67.50 7.00 0. PO 0. Og 14 12000, 67.50 LOO HARD 0. 60 0. O.

15 500. 45.00 3.00 HARD 0. 90 0. 0.

16 1000. 45.00 3.00 HARD 0. NO 0. C.

17 2000. 45.00 3.00 HARD 0. PO 0. C.

18 4000. 45.00 8.00 HAC 0. 60 0. C.

19 6000. 45.00 8.00 HARD 0. W 0. 0.

20 8000. 45.00 8.00 HRRD 0. NO 0. C.

21 12000. 45.00 5.00 HAG 0. 60 0. O.

22 500. 22.50 3.00 HARD 0.

0, 60 0.

05 23 1000. 22.50 3.00 HARD 10 0. O.3 24 2000. 22.50 3.00 HARD 0. 60 0. O.

25 4000. 22.50 7.00 HARD 0. NO 0. O. g 26 6000. 22.50 7.00 HAG 0. 60 0. O.g 27 8000. 22.50 5.00 M 0. 50 0. O.

28 12000. 22.50 8.00 HA@ 0. 50 C. O.

29 500. .00 3.00 HAG 0. DO 0. O.

30 1000. .00 3.00 HARD 0. NO 0. O.

31 2000. .00 3.00 HARD 0. 10 0. O.

, 32 4000. .00 LOO HA@ 0. NO 0. 0. l l 33 6000. .00 8.00 HA@ 0. PO 0. O.W 34 8000. .00 8.0f HARD 0. 60 0. O.

35 12000. .03 9.0( HAG 0. 10 0. O.3

36 500. 337.50 2.00 HA@ 0. NO 0. O.g i

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_ _ _ _ _ , _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~

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I 6R:D GROUND FDLIAGE INTE M NING DISTRNCE TO HIBEST EIGHT 0:

POINT DISTMCE BEMING EIGHT TYPE PDETRATION (EST11UCTIONS CBSTETION FIDI !EMEE IBSTRUCTION 37 1000, 337.50 2.00 HMD 0. W 0. O.

38 2000. 337.2 2.00 HARD 0. NO 0. O.

39 4000. 337.50 2.00 M 0. ND 0. O.

I 40 6000. 337.50 2.00 HMD 0. NO 0. O.

41 8000. 337.50 12.00 HAG 0. W 0. 0.

42 12000. 337.50 25.00 SOFT 0. YES 11200. 30.

43 500. 315.00 3.00 HMD 0. NO 0. O.

44 1000. 315.00 3.00 HMD 0. ND 0. O.

45 2000. 315.00 3.00 HMD 0. W 0. O.

I 46 47 48 4000.

6000.

8000.

315.00 315.00 315.00 5.00 10.00 20.00 HARD HARD mRD 0.

0.

NO W

NO 0.

0.

O.

49 12000. 315.00 52.00 S0r7 0. NO 0. O.

I 50 500. 292.50 3.00 HMD 0. NO 0. O.

51 1000. 292.50 3.00 HAC 0. NO 0. O.

52 2000. 292.50 3.00 HARD 0. ND 0. O.

53 4000. 293.50 5.00 0. 0.

I 54 6000. 292.50 8.00 HRRD HARD 0.

NO ND 0.

O.

55 8000, 292.50 28.00 S0rT 0. NO 0. O.

56 12000. 293.50 71.00 SOFT 0. YES 10900. 90.

I 57 500. 270.00 3.00 HARD 0. W 0. O.

58 1000. 270.00 3.00 mRD 0. W 0. O.

59 2000. 270.00 3.00 HARD 0. NO 0. O.

I 60 4000. 270.00 5.00 HAC 0. NO 0. O.

61 C000. 270.00 7.00 HARD 0. NO 0. O.

62 8000. 270.00 25.00 S0rT 0. NO 0. O.

I 63 12000. 270.00 70.00 Sort 0. W 0. O.

64 500. 247.50 3.00 HAC 0. W 0. O.

65 1000, 24T.50 3.00 HMD 0. W 0. O.

66 2000. 247.50 3.00 HMD 0. NO 0. O.

I 67 4000. 247.50 5.00 HMD 0. ND 0. 0, 68 6000. 247.50 8.00 SOFT 0. NO 0. O.

69 8000. 247.50 15.00 S(FT 0. NO 0. C.

I 70 12000. 247.50 30.00 SOFT 0. ND 0. O.

71 500. 225.00 3.00 HMD 0. W 0. O.

72 1000. 225.00 3.00 HARD 0. NO 0. O.

1 I

I I I

s. . - - - , , . - - - . - - - - - - _ - - - - - - ~ - - - - - , - - , . - - - - - - _ ,- - - . - - . - . , _ _ - - - - - - . . _ . - - - - . -

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MID GROLND FILIAGE INTEllVENIIEi DISTACE TO HIBEST EIGHT POINT DISTA C E BEMIE EIGHT TYPE PDETETION (36T E TIONb IESTETI!M FIDI SIMEZ IB6Tb..

73 2000. 225.00 3.00 HMD 0. 2 0. CW 74 4000. 225.00 5.00 HAM 0. 10 0. O.

75 6000. 225.00 7.00 M 0. le 0.

76 8000. 225.00 8.00 HMD 0. NO 0.

77 12000. 225.00 11.00 SOFT 0. ND 0. O.

78 500. 202.50 3.00 HMD 0. 10 0.

79 1000. 202.50 4.00 HMD 0. 10 0.

80 2000. 202.50 5.00 HMD 0. 10 0.

81 4000. 202.50 5.00 HMD 0. 10 0.

82 6000. 202.50 4.00 HMD 0. 2 0. 0 83 8000. 202.50 5.00 HMD 0. 10 0.

64 12000. 202.50 3.00 HMD 0. 10 0. O.

85 500. 180.00 3.00 HMD 0. 10 0. Og 86 1000. 180.00 1.00 ISPD 0. 90 0. W 87 2000. 180.00 1.00 leRD 0. 90 0. O.

88 4000. 180.00 2.00 HMD 0. 10 0.

89 6000. 100.00 3.00 HMD 0. 10 C.

90 8000. 180.00 4.00 HMD 0. 90 0.

91 12000. 180.00 5.00 HMD 0. NO 0, 0 92 500. 157.50 3.00 IGRD 0. NO 0.

93 1000. 157.50 3.00 HMD 0. 90 0. C.

94 2000. 157.50 1.00 19 0 0. 60 0. C.

95 4000. 151.50 2.00 IGRD 0. 10 0. O

% 6000. 157.50 3.00 HMD 0. ND 0. O W 8000. 157.50 3.00 HMD 0. le 0. 0 98 12000. 157.50 3.00 HMD 0. 10 0. 0 99 500. 135.00 3.00 HMD 0. 10 0. 0 100 1000. 135.00 3.00 HMD 0. 90 0. O.

101 2000. 135.00 3.00 HMD 0. NO 0. 0 102 4000. 135.00 2.00 leRD 0. 10 0.

103 6000. 135.00 LOO leRD 0. 10 0. O.

104 8000. 135.00 4.00 HMD 0. 10 0. O.

105 12000. 135.00 3.00 HMD 0. IO 0. 0 106 500. 112.50 3.00 HMD 0. 90 0. C.

107 1000. 112.50 3.00 HMD 0. 10 0. O.

106 2000. 112.50 5.00 HMD 0. 10 0. 0.E 109 4000. 112.50 7.00 M 0. ND 0. 05 110 6000. 11L50 4.00 leRD 0. 10 0, 0.

111 8000. 11L50 6.00 HMD 0. 10 0.

112 12000. 11L50 5.00 HMD 0. DO 0.

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WEnlL MLIC UTILITIS DYSTD CIEEK IBE SIM 94-SIISE s I

NOIE SOURCE POER LDEL INPUT

!WEI S M CE DBA DOC 31.5 63 125 250 500 1000 2000 4000 0000 (NZ) 1 OYSTER CIER-BANSEE 150.8 151.5 .0 .0 .0 .0 147.0 149.0 139.0 136.0 .0 10= .00 YDe .00 ids 8.00 E!WT IWOWE 01R80= 50.00 1

5 IEEAAL RELIC UTILITIES OYSTER CIEEK ANS SIREN SM I IETEDIELOSICAL INPUT CDGIT10E Hl= 10.06 ETERS H2= 45.72 ETDtB WIND WlE SpGD(flpS) TBIPElulTUIE(C) IELATIVE IM0ETRIC IOmi H(klR DiliFCTION H2 Hi H2 IUl!DITY PIESSUE(m 0F HG)

I YEAR EDIGON DATE H1 1983 8 23 12 171.0 2.3 L7 26.4 25.9 70.0 764.0 I

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I liDER. RELIC UTILITIE3 OYSTER CREEK M SIE 44-MSEE I

SIE SOM LEVE.S IN DOC LNER E7 CMITION 1 DIST E E IN FEET RZim 500. 1000. 2000. 4000, 6000. 8000. 12000.

E 99. 92. 85. 76. 70. 65. 57.

DE 99. 92. 85. 76. 70. 65. 57.

E 99. 92. 85. E 70. 65. 57.

lee 99. 92. 85. E 70. 65. 57.

N 99. 92. 85. E 70. 65. 57.

M 99. 92. 85. 76. 70. 65. 50.

NW % 92. 85. 76. 70. 65. 5l' M 99. 92. 85. & 70. 62. 47.

W 99. 92. 85. 76. 70. 62. !5. g lEiW 99. 92. 78. 56. 35. 32. 25. 3 SW 99. 91. 76. 52. M. 35. 25.

96W 99. 91. 75. 49, 40. 35. 27. g S

MIE 99.

90.

74.

48.

40.

40, 35.

35.

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1 SEERR. PUBLIC UTILITIES l l
DYSTER CAEE4 ANS SIREN 827-CYCLD E SOURCE-RECEIVER TOP 06RAPHICAi. INPLITS !
3 ALL. BEARINES ARE WITH RESPECT TO TE NORTH EASLMIE C:.EXWISE I
SRID SRIUS FDLIASE IKTERVENIE DISTmCE TO HIBEST EIE4T F POINT DISTREE BEARIE EIGHT TYPE PENETETIIN IBSTRLCTIONS DBSTRUCTION FRDr SOURCE EBSTRLCTION ,
1 500. 90.00 30.00 SFT 0. E 0. 0.
2 1000. 90.00 35.00 SO:T 0. E 0. O.
I 3 4
5 2000.
4000.
6000.
90.00 90.00 90.00 25.00 20.00 8.00 SOFT SOFT SOFT 0.
0.
0.
ND W
E 0.
0.
0.
O.
O.
O.
I 6 7
8 8000.
12000.
500.
90.00 90.00 67.50 B.00 8.00 20.00 HARD HRE SOFT 0.
0.
0.
NO W
NO 0.
0.
0.
O.
O.
O.
E I
9 1000. 67.50 30.00 SOFT 0. 0. C.
10 2000. 67.50 20.00 STT 0. NO 0. O.
11 4000. 67.50 25.00 SOCT 0. ND 0. O.
12 6000. 67.50 12.00 SOFT 0. YES 5400. 20.
I 13 14 15 8000.
12000.
500.
67.50 67.50 45.00 8.00 B.00 20.00 HRE MRD SFT 0.
0.
0.
ND E
E 0.
0.
0.
O.
O.
O.
I 1G 17 18 1000.
2000.
4000.
45.00 45.00 45.00 18.00 18.00 22.00 HARD EE SOFT 0.
0.
0.
ND E
NO 0.
0.
0.
O.
O.
C.
19 6000. 45.00 10.00 SOFT 0. NO 0. O.
I 20 8000. 45.00 45.00 B.00 5.00 SO:T 0.
0.
NO 0. O.
21 12000. HRRD ND 0. O.
22 500. 22.50 30.00 SOFT 0. ND 0. O.
23 1000. 22.50 25.00 SOFT 0. E 0. O.
24 2000. 22.50 18.00 SOFT 0. NO 0. O.
25 4000. 22.50 25.00 SOFT 0. E 0. O.
I 26 27 28 6000.
8000.
12000.
22.50 22.50 22.50 15.00 15.00 10.00 HARD SOFT SOFT 0.
0.
0, NO E
YES 0.
0.
10700.
O.
O.
20.
I 29 30 31 500.
1000.
2000.
.00
.00
.00 35.00 27.00 20.00 SOFT SOFT SOFT 0.
0.
0.
E NO NO 0.
0.
0.
O.
O.
O.
E I
32 4000. .00 30.00 SOFT 0. 0. O.
33 6000. .00 15.00 ERD 0. W 0. O.
34 8000. .00 15.00 SurT 0. ND 0. O.
35 12000. .00 35.00 STT 0. E 0. O.
36 500. 337.50 35.00 SDFT 0. ND 0. O.
l I
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I 6 RID GROL3D Fa.IAGE INTEINENIIEi DISTlaCE *it! HISEST EISh7 PQIkT DISTNCE IEARIIG IEISHT TYPE PEETMTI!N (BSTRLTIBIS (BSTRITI(N FIDM S(111lCE 37 1000. 337.50 30.00 SOFT 0. 90 0.
38 2000. 337.50 15.00 HMD 0. W 0.
39 4000. 337.50 35.00 HAD 0. E 0.
40 6000. 337.50 20.00 HARD 0. 90 0.
41 8000. 337.50 25.00 SOFT 0. ND 0.
42 12000. 337.50 5.00 SOFT 0. ND 0.
43 500. 315.00 35.00 SOR 0. W 0. a.
44 1000. 315.00 35.00 S(FT 0. ND 0. g 45 2000. 315.00 15.00 HAD 0. ND 0. 3 46 4000. 315.00 25.00 HED 0. C 0. D.
47 6000. 315.00 35.00 SOFT 0. >0 0.
48 8000. 315.00 35.00 HAO 0. NO 0.
49 12000. 315.00 65.00 S(FT 0. N3 C.
50 500. 292.50 25.00 SOFT 0. ND 0.
51 1000. 292.50 25.00 SOR 0. >0 0.
52 2000. 292.50 25.00 SD:T 0. C 0. .
53 4000. 292.50 25.00 HAD 0. ND 0. O.
54 6000. 252.50 40.00 SOPT 0. 0 0. E 55 8000. 292.50 65.00 SIFT 0. ND 0. W 56 12000. 292.50 85.00 SOFT 0. ND 0. C.
57 500. 270.00 35.00 SO:T 0. DO 0. g 58 1000. 270.00 35.00 SOFT 0. ND 0. g 59 2000. 270.00 25.00 SO:T 0. 70 0. C.
60 4000. 270.00 25.00 HED 0. NO 0.
61 6000. 270.00 40.00 SO:T 0. W 0.
62 8000. 270.00 65.00 SOR 0. ND 0.
63 12000. 270.00 85.00 SOFT 0. 90 0.
64 500. .247.50 30.00 SOFT 0. NO 0.
65 1000. 247.50 E 00 50:T 0. 90 0.
66 2000. 247.50 35.00 SOFT 0. NO 0. C.
67 4000. 247.50 45.00 SD:T 0. PO 0.
68 6000. 247.50 35.00 HAG 0. YES 5500.
69 8000. 247.50 25.00 HA@ 0. W 0. T.
70 12000. 247.50 55.00 S(FT 0. YES 10800.
71 500. 225.00 35.00 SucT 0. 60 0.
72 1000. 225.00 E 00 SO:T 0. NO 0.
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I SRID GCLBO FDLIASE INTONENIE DISTW CE TO HI6 HEST IEliHT 0:
POINT DISTWCE BEARING EIEHT TYPE PENETRATImi (ESTRLCTIONS ODSTRCTION FROM S0JROE DBSTRri!E 73 2000. 225.00 35.00 S0;T 0. E 0. O.
74 4000. 225.00 20.00 M 0. E 0. O.
75 6000. 225.00 25.00 M 0. E 0. O.
I 76 8000. 225.00 45.00 SD:T 0. ND 0. O.
77 12000. 225.00 55.00 SOFT 0. YES 11000. 60.
78 500. 202.50 35.00 SOFT 0. ND 0. O.
I 79 1000. 202.50 35.00 SO:T 0. ND 0. O.
80 2000. 202.50 15.00 M 0. ND 0. O.
M I
81 4000. 202.50 25.00 0. NO 0. C.
82 6000. 202.50 45.00 SOFT 0. NO 0. C.
83 8000. 202.5) 65.00 SO:T 0. E 0. O.
84 12000. 202.50 100.00 SOFT 0. E 0. O.
I 85 86 87 500.
1000.
2000.
180.00 180.00 180.00 35.00 25.00 25.00 SOFT SOFT M
0.
0.
0.
E NO E
0.
0.
0.
O.
C.
O.
I 88 89 90 4000.
6000.
8000.
1B0.00 180.00 180.00 35.00 45.00 60.00 SO:7 SD:7 50:T 0.
0.
0.
NC 2
ND 0.
0.
0.
O.
O.
O.
I 91 92 93 12000.
500.
1000.
180.00 157.50 157.50 70.00 35.00 25.00 50:7 SOFT SurT 0.
0.
0.
YES NO E
9500.
0.
0.
60.
O.
O.
94 2000. 157.50 15.00 M 0. E 0. O.
95 4000. 157.50 35.00 SOFT 0. E 0. O.
% 6000. 157.50 35.00 SO:T 0. ND 0. O.
77 8000. 157.50 40.00 SG"i 0. E 0. O.
I %
99 100 12000.
500.
1000.
157.50 135.00 135.00 25.00 35.00 25.00 SOFT SOFT SOFT 0.
0.
0.
YES E
NO 9600.
0.
0.
40.
O.
O.
I 101 102 103.
2000.
4000.
6000.
135.00 135.00 135.00 15.00 25.00 25.00 HAC SOFT SD T 0.
0.
0.
E ND NC 0.
0.
0.
C.
O.
O.
, g 104 8000. 135.00 25.00 S3"i 0. NO 0. O.
E to5 22ooo- 235 oo 25 oo " o- No o- o-l 106 500. 112.50 35.00 SDR 0. ND 0. O.
l 107 1000. 112.50 25.00 SOFT 0. 10 0. O.
ll
108 109 2000.
4000.
112.50 112.50 8.00 10.00 HARD IGRD 0.
0.
E E
0.
0.
O.
O.
110 6000. 112.50 15.00 WD 0. E 0. O.
111 8000. 112.50 15.00 50

7 C. 2 0. O.
I 112 12000. 112.50 8.00 HARD 0. ND 0. O.
I I
II .
I I
GENEIR. PLELIC UTILITIES DYSTER CREEK ANS SIREN 827-CYQDE CISE S3JRCE POWER LBEL INPUT I
INDEI SOURCE DBA DBC 31.5 63 125 250 500 1000 2000 4000 8000 1 DYSTER CIEEK-CYCLDNE 155.4 157.7 .0 .0 .0 .0 157.0 146.0 145.0- 143.0 .-
ID= .00 YD= .00 ID= 25.00 EIGHT ABOE GR0l#b 50.00 I
I:
GENElR. PulLIC UTILITIES l' OYSTER CREEK ANS SIREN 827-CYCLONE METEDRDLOGICAL INPUT (IIGITIONS H1= 10.06 METERS H2= 45.72 ETERS WIND WI E SPEED (MPS) TDPERATUiE(C) RELATIVE BAROMETRIC YEAR SEASON ICNTH DATE IGR DIRECTI(N H1 H2 Hi H2 RMIDITY DRESSUIE(M F H3) 1983 8 23 12 171.0 2.3 2.7 26.4 25.9 70.0 764.0 I
I I
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I I GE MRR. PUBLIC UTILITIES I WSTER CREEK ANS SIREN 827-CYCLf]NE SIEN SulND LEVELS IN DBC LNDER MET CONDITION 1 I DISTANCE IN FEET I AZIMLfiH 500. 1000. 2000. 4000, 6000. 8000. 12000.
I E ENE NE 105.
105.
105.
95.
E 99.
86.
86.
92.
79.
79.
79.
75.
>70.
70 74.
74.
71.
67.
67.
67.
leiE 105. 95. 86. 79. 78. 71. 60.
N 105. 95. 86. 79. 78. 71. 65.
BelW 105. 95. 92. 84. 76. 71. 65.
NW 105. 95. 92. 64. 77,. 74. 65.
I WNW W
WSW 105.
105.
105.
95.
95.
95.
86.
86.
80.
84.
84.
60.
E 75.
48.
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71.
44.
65.
65.
35.
I SW SSW S
105.
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105.
94.
93.
93.
78.
82.
81.
60.
57.
51.
48.
45.
45.
41.
41.
41.
35.
35.
35.
I SSE 105. 93. 81. 51. 45. 41. 35.
SE 105. 93. 82. 53. 45. 41. 37.
ESE 105. 94. 84. 61. 48. 41. 37.
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I I SDEML PUBLIC UTILITIES DYSTER CREEK ANS SIIEN 82fHCYD.ONE S(URCE-lECEIVER TDPOBRAPHICAL IWJiS I ALL BEARIES ARE WITH IESPECT TO TE 10RTH IERSURING CL(DGilSE I GRID POINT DISTANCE BEARIE EllHT GRIUS TYPE FU.! AGE PDETETI(N INTERVENIE CBSTRUCTIONS DISTANCE TO HIGEST (BSTRUCTION FROM SOUICE EIGHT CF CBSTRLET@
1 500. 90.00 8.00 HAC 0. ND 0. O.
2 1000. 90.00 8.00 HARD 0. ND 0. O.
I 3 4
5 2000.
4000.
6000.
90.00 90.00 90.00 8.00 8.00 5.00 HAE HARD HAD 0.
0.
0.
ND ND YES 0.
0.
5800.
O.
O.
8.
6 8000. 90.00 5.00 HARD 0. ND 0. O.
7 12000, 90.00 5.00 HAG 0. E 0. O.
8 500. E7.50 8.00 IGRD 0. E 0. O.
9 1000. 67.50 8.00 HARD 0. N3 0. O.
I 10 11 12 2000.
4000.
5000.
67.50 67.50 67.50 8.00 5.00 7.00 HARD M
HARD 0.
0.
0.
NO NO NO 0.
0.
0.
o.
O.
O.
I 13 14 15 8000, 12000.
500.
67.50 67.50 45.00 5.00 5.00 8.00 HAE HARD HARD 0.
0.
0.
NO NO ND 0.
0.
0.
O.
O.
O.
16 1000. 45.00 8.00 HAC 0. NO 0. O.
I 17 2000. 45.00 8.00 HA@ 0. W 0. O.
18 4000. 45.00 8.00 HARD 0. ND 0. O.
19 6000. 45.00 8.00 HARD 0. ND 0. O.
I 20 21 22 8000.
12000.
500.
45.00 45.00 22.30 8.00 8.00 8.00 HARD HARD HARD 0.
0.
0.
ND E
N3 0.
0.
0.
O.
O.
O.
i I 23 24 25 1000.
2000.
4000.
22.50 22.50 22.50 8.00 8.00 8.00 HAE HARD HARD 0.
0.
0.
ND ND ND 0.
0.
0.
O.
O.
O.
l 26 6000. 22.50 8.00 HARD 0. NO 0. O.
, 27 8000. 22.50 8.00 HARD 0. ND 0. O.
28 12000. 22.50 8.00 HARD 0. ND 0. O.
29 500. .00 8.00 HARD 0. 10 0. O.
I 30 31 32 1000.
2000.
4000.
.00
.00
.00 8.00 8.00 8.00 HAQ HARD SOFT 0.
0.
0.
ND E
E 0.
0.
0.
O.
O.
O.
I 33 34 35 6000.
8000.
12000.
.00
.00
.00 8.00 8.00 35.00 SucT SDFT SOFT 0.
0.
0.
ND W
ND 0.
0.
0.
O.
O.
O.
36 560. 337.50 8.00 HARD 0. ND 0. O.
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GRID GROLMD FDLIAGE INTERVENIE DISimCE TO HIGEST EI IF PO W
DISTmCE BEARIE EIIHT TYPE PDETRATION (BSTRUCTIONS GISTRETION FIDI SOURCE usumt 37 1000. 337.50 8.00 leRD 0. E 0. O.
38 2000. 337.50 8.00 HARD C. -
E 0. O.
39 4000. 337.50 5.00 HARD 0. E 0. D.
40 6000. 337.50 15.00 SOFT 0. E 0. gC.
41 8000. 337.50 15.00 S(FT 0. E 0. g D.
42 12000. 337.50 42.00 SOFT 0. NO 0. D.l 43 500. 315.00 8.00 HARD 0. E 0. D.
44 1000. 315.00 8.00 HARD 0. NO 0. O.
45 2000. 315.00 8.00 HARD 0. ND 0. O.
46 4000. 315.00 8.00 HARD 0. NO 0. O.
47 6000. 315.00 15.00 SOFT 0. ND 0.
l C.
48 8000. 315.00 18.00 SIFT 0. ND 0. W 0.
49 12000. 315.00 28.00 SIFT 0. 2 0. O.
, 50 500. 292.50 8.00 HARD 0. NO 0. g O.
I 51 1000. 292.50 8.00 HARD 0. E 0. 30.
52 2000. 292.50 8.00 HARD 0. E 0. O.
53 4000. 292.50 8.00 ISRD 0. ND 0. g C.
54 6000. 292.50 8.00 HARD 0. ND 0, g 0, 55 8000. 292.50 10.00 S(FT 0. E 0. O.
56 12000. 292.50 15.00 S(FT 0. E 0. O.
57 500. 270.00 8.00 HARD 0. W 0. O.
58 1000. 270.00 10.00 HARD 0. ND 0. " 0.
59 2000. 270.00 10.00 SIFT 0. W 0. O.
60 4000. 270.00 8.00 HARD 0. E 0. l0. ~
61 6000. 270.00 10.00 SIFT 0. E 0. 5 0.
62 8000. 270.00 15.00 btFT 0. E 0. O.
63 12000. 270.00 25.00 SIFT 0. YES 11000. p.
l 64 500. 247.50 10.00 HARD 0. E 0. 30.
, 65 1000. 247.50 10.00 HARD 0. E 0. O.
66 2000. 247.50 15.00 SOFT 0. NO 0. O.
67 4000. 247.50 15.00 SOFT 0. ND 0. O.
68 6000. 247.50 15.00 S(FT 0. E 0. O.
69 8000. 247.50 20.00 SIFT 0. W 0. O.
70 12000. 247.50 15.00 SOFT 0. E 0. O.
71 500. 225.00 15.00 HARD 0. E 0. O.
72 1000. 225.00 15.00 HARD 0. E 0. D.
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I GRID POINT DISTAE E BEARIE EIGHT GROUND TYPE RLIAGE PBETRATION INTERVENIE (ESTRUCTICBIS DISTREE TD HIGEST (ESTRLETION FRON S(UlCE HEIGHT 03 (ESTRUCT I 73 74 75 2000.
4000.
6000.
225.00 225.00 225.00 15.00 15.00 15.00 SOFT SOFT HAG 0.
0.
0.
ND ND W
0.
0.
0.
O.
O.
C.
t 76 77 78 79 8000.
500.
1000.
225.00 12000. 225.00 202.50 202.50 15.00 28.00 12.00 12.00 SOFT SET HARD HAE 0.
0.
0.
0.
ND W
E ND 0.
0.
0.
0.
O.
C.
O.
O.
I 80 81 82 2000.
4000.
6000.
202.50 202.50 202.50 8.00 8.00 8.00 SOFT M
HARD 0.
0.
0.
ND W
YES 0.
0.
5950, C.
O.
10.
83 8000. 202.50 10.00 SOFT 0. ND 0. O I B4 12000. 202.50 15.00 SOFT 0. E 0. Ce 85 500. 180.00 8.00 M 0. E 0. Ol 86 1000. 180.00 8.00 HARD 0. ND 0. 0) 8 87 88 2000.
4000.
180.00 180.00 8.00 8.00 HARD HAD 0.
0.
E ND 0.
0.
0 0
89 6000. 180.00 8.00 HARD 0. 2 0. 0 I 90 91 92 8000.
12000.
500.
180.00 180.00 157.50 8.00 5.00 8.00 HARD HARD HARD 0.
0.
0.
ND ND ND 0.
0.
0.
0 0
Oc I 93 94 95 1000.
2000.
4000.
157.50 157.50 157.50 8.00 8.00
8.00 HARD HARD HARD-0.
0.
0.
ND ND 2
0.
0.
0.
Oc Oc Oc l
I %
97 98 6000.
8000.
12000.
157.50 157.50 157.50 8.00 5.00 5.00 HARD HARD HARD 0.
0.
0.
NO E
ND 0.
0.
0.
Oc L
O, t 99 500. 135.00 8.00 HARD 0. ND 0. Oc 100 1000. 135.00 8.00 HARD 0. NO 0. Oo 101 2000. 135.00 8.00 HARD 0. E 0. &
102 4000. 135.00 8.00 HARD 0. NO 0. Oo 103 6000. 135.00 5.00 M 0. W 0. Oo 104 8000. 135.00 5.00 HARD 0. NO 0. Oo 105 12000. 135.00 5.00 HARD 0. W 0. Go 500. 112.50 8.00 0. 0. 00 l 106 HARD NO E 107 1000. 112.50 8.00 HARD 0. 2 0. Go 108 2000. 112.50 8.00 HARD 0. NO 0. Oo I 109 4000. 112.50 8.00 HARD 0. ND 0. 00 110 6000. 112.50 5.00 HARD 0. NO 0. O.
111 8000. 112.50 5.00 HARD 0. 2 0. O.
112 12000. 112.50 5.00 HARD 0. ND 0. O.
I lI I
t GDOUL PLBLIC UTILITIES OYSTER CREEK ANS SIREN 828-CYCLWiE MlISE SIXJRCE P(NER LEVEL INPUT INDEX SOURCE DBA DBC 31.5 63 125 250 500 1000 2000 4000 W-C 1 OYSTER CREE-CYCLDE 155.4 157.7 .0 .0 .0 .0 157.0 146.0 145.0 143.0 0 XD= .00 YD= .00 ZD= 10.00 EISIT ABOYE 610UND= 'J0.00 W I
I IBOUL PUBLIC UTILITIES l DYSTER CREEK ANS SIEN 828-CYCLONE METEDELIXIICR. INPLTT CONDITIONS H1= 10.06 ETERS H2= 45.72 ETERS
(
WIND WIND SPEED (MPS) TEMPERATURE (C) RELATIVE BAR3ETRIC YEAR SEASON IONTH DATE HQJR DIRECTION H1 H2 Hi H2 HJKIDITY PRESSURE (MP OF )
1983 8 23 12 171.0 2.3 2.7 26.4 25.9 70.0 764.0 W t
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DYSTER CREEK ANS SIREN #5 H E LDNE _
I SIREN SOUC LEVELS IN Dic 1NER ET CDCITION 1 DISTANCE IN FEET AZIPtJTH 500. 1000. 2000. 4000. 6000. 8000. 12000.
E 106. 99. 92. 84. 73. 74. 67.
DE 1E 99. 92. 84. 76. 74. 67.
I NE 106. 99. 92. 84. 78. 74. 67.
M 106. 99. 92. 84. 78. 74. 67.
g N 106. 99. 92. 79. 75. 71. E5.
N M 1E 99. 92. 84. 75. 71. 65.
NW IE ?3. 92. 84. 75. 71. 65.
M 106. 99. 92. 84. 78. 71. 65.
I W 1E 99. 86. 84. 75. 71. 60.
WSW IE 99. 80. 60. 45. 41. 35.
SW 1E E 78. 55. 48. 41. 35.
SSW 106. 97.
76. 57. 48. 41. 35.
I S 1E 97. 81. E 48. 44. 37.
SSE 1E 97. 81. 56. 48. 44, 37.
I SE ESE 1E 1E 97.
98.
82.
84.
57.
61.
48.
48.
44.
44.
37.
37.
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I BDERRL PUBLIC 1 500. 90.00 8.00 2 1000, 90.00 8.00 6 8000. 90.00 5.00 8 500. 67.50 8.00 10 2000. 67.50 8.00 12 6000. 67.50 8.00 Oc 17 2000. 45.00 19 6000. 45.00 8.00 E 21 12000. 45.00 5.00 23 1000. 22.50 8.00 24 2000. 22.50 8.00 25 4000. 22.50 8.00 26 6000. 22.50 8.00 27 8000. 22.50 8.00 29 500. .00 8.00 31 2000. .00 8.00 32 4000. .00 8.00 33 6000. .00 8.00 34 8000. .00 8.00 35 12000. .00 15.00 36 500. 337.50 8.00 I I I IJTILITIES OYSTER CIEEK ANS SIIEN 829-CYCLONE SOURCE-RECEIVER TDPOGRAPHICAL INPLITS ALL BEARIl0S ARE WITH IESPECT TO TE ERTH MEASURING CLOCHWISE GRD 6R0lMD FR.IAGE INTEPYENIl0 DISTANCE 1I) HIGEST HEIGHT r POINT DISTANCE BEARIN3 EIGHT TYPE PDETRATION GETRLCTIONS A WISTR' TION FRDP: SOURCE 0S= HAE 0. ND 0. 0< HARD 0. E 0. Oc 3 2000. 90.00 8.00 HAE 0. 2 0. Oc 4 4000. 90.00 8.00 HAE 0. C 0. Oc 5 6000. %.00 5.00 HAE 0. W 0. 0< HRE 0. ND 0. Oc 7 12000. 90.00 5.00 HAE 0. 10 0. . 0< ME 0. ND 0. Oc 9 1000. 67.50 8.00 HAE 0. 2 0. g 0< M 0. ND 0. m Oc 11 4000. 67.50 8.00 HARD 0. 2 0. 0< M 0. G 0. Oc 13 8000. 67.50 5.00 HAE 0. ND 0. Oc 14 12000. 67.50 5.00 HAD 0. ND 0. Oc 15 500. 45.00 8.00 HRE 0. 10 0. Oc 16 1000. 45.00 8.00 HARD 0. 0 0. . 8.00 HARD 0. 2 0. Oc 18 4000. 45.00 8.00 HARD 0. W 0. HAE 0. 0. lOc Oc 20 8000. 45.00 8.00 HARD 0. 2 0. 5 0. HARD 0. 10 0. Oc 22 500. 22.50 8.00 HARD 0. ND 0. g 0. mRD 0. 70 0. 50= HARD 0. ND 0. O. HARD 0. E 0. 0: HARD 0. ND 0. O. IGRD 0. 10 0. Oc 28 12000. 22.50 8.00 HARD 0. ND 0. O. HARD 0. DO 0. Oc 30 1000. .00 8.00 HARD 0. NC 0. O. IGRD 0. ND 0. 0.' HARD 0. DO 0. O. HARD 0. 10 0. O. HARD 0. ND 0. O. SCFT 0. 10 0. O. HARD 0. ND 0. O.
l i a I GRID POINT DISTAE E BEARIE lEIENT GROUND TYPE FDLIAiE PEETilATION INTEINENING WISTRETI(MS DISTANCE TO HIGEST (ESTRUCTION FROM S3JRCE HEIGHT U OBSTRUCTlf 37 1000. 337.50 8.00 HARD 0. E 0. C. a 38 39 2000. 4000. 337.50 337.50 8.00 8.00 HARD HARD 0. 0. ND E 0. 0. O. C. 40 6000. 337.50 8.00 0. 0. I SOCT ND C. 41 8000. 337.50 15.00 SrFT 0. YES 7700. 20. 42 12000. 337.50 20.00 SOU 0. ND 0. O. 43 500. 315.00 8.00 HARD 0. E n. O. I 44 45 46 1000. 2000. 4000. 315.00 315.00 315.00 8.00 8.00 15.00 HARD HARD SOFT 0. 0. 0. ND E ND 0. 0. 0. O.- O. O. 47 6000. 315.00 35.00 SOFT C. E 0. O.
'I 48 49 8000.
12000. 315.00 315.00 35.00 28.00 SOR SCFT 0. 0. NO 2 0. 0. O. O. 50 500. 292.50 8.00 HARD 0. NO 0. O. 292.50 8.00 0. 0. 9 1000. 51 HARD NO O. 52 2000. 252.50 8.00 HARD 0. E 0. O. 53 4000. 292.50 15.00 HARD 0. E 0. O. 54 6000, 292.50 15.00 SOFT 0. ND 0. O, - B 55 8000. 292.50 33.00 SOFT 0. E 0. O. 56 12000. 292.50 45.00 SCFT 0. E 0. O. , 500. 270.00 E I 57 8.00 HARD 0. 0. O. 58 1000. 270.00 8.00 HARD 0. NO O. O. 59 2000. 270.00 8.00 HARD 0. 2 0. C. 60 4000, 270.00 15.00 SDFT 0. ND 0. O. 61 6000. 270.00 15.00 SCFT 0. E 0. O. 62 8000. 270.00 25.00 S0:7 0. ND 0. O. l 63 12000. 270.00 15.00 MRD 0. YES 11100. 20. l 64 500. 247.50 8.00 HARD 0. ND 0. O. ' Ep 65 1000. 247.50 8.00 HARD 0. E 0. O. 66 2000. 247.50 8.00 HARD 0. NO 0. O. i I g 67 4000. 247.50 15.00 SOFT 0. E 0. O. 3 68 6000. 247.50 15.00 SDFT 0. NO 0. O. 69 8000. 247.50 15.00 SOFT .0. E 0. O. 70 12000. 247.50 15.00 0. 0. I SOFT NO O. E 71 500. 225.00 8.00 HARD 0. 0. C. 72 1000. 225.00 8.00 HARD 0. NO 0. O. 'l ll 1 I
I I a GRID GR(1ND RLIAGE INTENYENIE DISTAEE 70 HIGEST EI (F POIhT DISTAEE BEARING EIGHT TYPE PDIETETION GISTRCTI(MS (BSTRLTION FROM SEE I 73 2000. 225.00 8.00 HA@ 0. E 0. W 0; 74 4000. 225.00 8.00 HARD 0. NO 0. O. 75 6000. 225.00 8.00 HAD 0. E 0. . 76 8000. 225.00 5.00 HARD 0. NO 0. O. 77 12000. 22" 00 15.00 SFT 0. E 0. O. 78 500. 202.50 8.00 HARD 0. ND 0. C. 79 1000. 202.50 8.00 HAE 0. E 0. C. 80 2000. 202.50 5.00 HAE 0. E 0. C. 81 4000. 202.50 8.00 HAG 0. ND 0. O. 82 6000. 202.50 8.00 HAE 0. Q 0. l0. 83 8000. 202.50 8.00 HAC 0. 2 0. 50. 84 12000, 202.50 8.00 EE 0. E 0. O. 85 500. 180.00 8.00 M 0. E 0. 3. 86 1000. 180.00 8.00 HAG 0. E 0, ;. 87 2000. 180.00 5.00 HAE 0. NO 0. C. 88 4000. 180.00 8.00 HAD 0. ND 0. . 89 6000. 180.00 8.00 HAD 0. ND 0. . 90 8000. 180.00 8.00 HRRD 0. C 0. . 91 12000. 180.00 5.00 M 0. 10 0. . 92 500. 157.50 8.00 HARD 0. NO 0. . 93 1000. 157.50 8.00 HAG 0. ND 0. . l 94 2000. 157.50 8.00 HARD 0. NO 0. O. 95 40(,'. 157.50 8.00 HAD 0. E 0. .
% 50(A 157.50 5.00 HAE 0. ND 0. .
97 8000. 157.50 5.00 HAE 0. 10 0. O.
% 12000. 157.50 5.00 M 0. NO 0. .
99 500. 135.00 8.00 HAG 0. 2 0. . 100 1000. 135.00 8.00 HARD 0. ND 0. . 101 2000. 135.00 8.00 HAG 0. E 0. . 102 4000. 135.00 8.00 HAG 0. C 0. . 103 6000. 135.00 5.00 HRE 0. NO 0. 104 8000. 135.00 5.00 HAE 0. E 0. . 105 12000. 135.00 5.00 M 0. 10 0. . l 106 500. 112.50 8.00 HARD 0. E 0. . 107 1000. 112.50 8.00 HAE 0. ND 0. D. 108 2000. 112.50 8.00 HAG 0. NO 0. g. 109 4000. 112.50 8.00 HARD 0. E 0. p. l , 110 6000. 112.50 5.00 HAD 0. E 0. O. l 111 8000. 112.50 5.00 HARD 0. E 0. . 112 12000. 112.50 5.00 HAE 0. G 0. . I
!I-l l GDERR. PWLIC UTILITIES OYSTER CREEK ANS SIREh 529-CYCLDE
@ISE SDURCE P(NER LEVEL INPUT 1@EX SQJRCE DBA DBC 31.5 63 125 250 500 1000 2000 4000 8000 (HZD 1 OYSTE:: CREEK-CYCLDE 155.4 157.7 .0 .0 .0 .0 157.0 146.0 145.0 143.0 .0 "' ids .00 YD= .00 Z0= 8.00 EIGHT IBOVE 6 REED = 50.00 l
1 I GDERR. PUBLIC UTILITIES DYSTER CREK ANS SIREN 829-CYCLONE METEDROLDSICAL INDUT COG ITIONS H1= 10.06 METERS H2= 45.72 ETERS WI@ WIE SPEED (MPS) TEMPERATURE (C) ELATIVE BAROMETRIC YEAR SEASON M[ETH DATE H3JR DIRECTIIM H1 H2 HI H2 HUMIDITY PRESSURE (m 0: HB) 1983 8 23 12 171.0 2.3 2.7 26.4 25.9 70.0 764.0 l I I I l I I
I I EEBRL PUBLIC UTILITIES OYSTER CIEF ANS SIIEN 829-CYCulE I SI B S0lMD LEVELS IN DBC LMDER. NET C H ITION 1 DISTAN I IN FEET AZIMUTH 500. 1000. 2000. 4000. 6000. 8000. 12000. E 1E 99. 92. 64. 76. 74. 67. ENE 106. 99. 92. 84. 78. 74. 67. NE NE 106. 106. 99, 99. 92. 92. 84. 84. 76. 76. 74. 74. 67. 67. l p N 1E 99. 92. 84. 7E 74. 65. M 1E 99. E 84. 75. 66. 65. g NW 106. 99. 92. 79. 75. 71. 65. .3 M 11 99. 92. 84. 75. 71. 65. W 1E 99. 92. 79. 75. 71. 62. ,g E SW 1E 1E 99. 98. 85. 83. 60. 60. 45. 48. 41. 44. 35. 35. 5 SSW IE 97. 82. 57. . 48. 44. 37. S IE 97. 81. E 46. 44. 37. SSE 106. 97. 81. E 48. 44, 37. SE 1E 97. 62. 57. 46. 44. 37. ESE 106. 98. 84. 61. 48. 44. 37. I I I I I I I 1
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I I I 'I APPENDIX B I Sample Size Determination I I
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1 APPENDIX B SAMPLE SIZE DETERMINATION The number of households that need to be surveyed is determined based upon the need to obtain a sample size sufficient to obtain a 95% confidence interval with precision (half-width) of 0.05 for the estimate of the proportion alerted. The exact number of - households to be surveyed can be derived from the following statistical considerations. For relatively large sample sizes (n 2 30), taken without replacement from a population (N), the sampling distribution for proportions (e.g., the proportion of t the population alerted) is nearly a normal distribution, the - mean of which is the proportion (p) of the population alerted and the variance of which is p(1 - p)/n [ l 1 If P is the observed sample proportion, then for a particular m yh;Q confidence level with confidence coefficient Zee .[. ;;3 Y[lh
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(P - p)' $ Z 2 [N-nh p(1 - p)/n kN - l j i j Thus, for this confidence level, the actual proportion of the 1 population alerted satisfies the following inequalities: , 2 1 2 c N-n P(1 - P) N-n c N-n p , 2n (N - lj c n N-l j 2 (N - lj
., $ p and c N-n n [N-1
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I . l I p c 2n 2 IN-n (N - lj c P(1 - P) n IN-n\ c 2 IN-n (N - lj (N - if 2 I PS c n 2 IN - n N-1 I Thus, the precision (W) is simply given by I P(1 - P) I N-n c 2 IN-n Z n (N - 1/ w- 4n ( ~ / 2 c I N-n I n (N - lj This equation can be solved to determine the sample size (n) required to yield a given precision (W) with a given observed sample proportion (P) as follows: 2 Z , , I n=
,, 2 2"2 -
P(1 - P) - 2W + W l - 4P(1 - P)
+P (1 - P) 1+ P(1 - P) - 2W (1 +
2W 3 2 g 3q+W c l - 4P(1 - P)
+P (1 - P)
I Although this expression for n can be used directly, it is customary to make several approximations. First, since the term in N in the denominator (the finite population term) is positive definite for all reasonable values of W (0 < W < 0.5) , omitting this term will result in an approximation to n that is slightly larger than its true value. This is an acceptable practice in sizing the sample since a larger sample gives greater precision. 2 I . . .
I I A second approximation that can be made is to neglect the terms in W2 within the bracket in the numerator. Analysis demonstrates that this underestimates n when P < 1/2 - 1/4 M 2 + 8W2 or P > 1/2 + 1/4 Y2+8W2 and overestimates n for P between those two values. For the case of interest (a 95% confidence interval with precision of 0.05), this approximation provides an overestimation of n when a sample size greater than 191 is required. Since the sampling plan calls for a minimum sample size of 250, regardless of the value of P, this approximation is I acceptable because it also yields an estimate of n larger than the true value. Therefore, for the purposes of the pilot test and subsequent surveys, the following approximate equation can be used to determine whether a sample size larger than 250 is required: 2 z I n= w-P(1 - P)- I or using 1.96 for Zc and 0.05 for W, n = 1536.64 P(1 - P) Data from the pilot test can be used to illustrate the effects of these approximations. In the pilot test, the population of tone alert households from which the sample was to be drawn (N) was approximately 4500 and the observed proportion alerted (P) was 0.675. This yields 311 as the exact result for n. Neglecting the finite population term yields an estimate of 334 I for n, and the simplified final approximation estimates n as 338. Thus, the final simplified approximation overestimates the required sample size by 27 in this case. SOURCE: International Energy Associates Limited. " Analysis of Tone Alert Pilot Test." IEAL-321. September 27, 1983. 3
~- B I 8BEDR. PUELIC UTILITIES OYSTER CREEK ANS SIREN 030-BMEE SOURCE-RECEIVER TOPOGRAPHICAL INPUTS I ALL BEARINBS ARE WITH RESPECT TO THE NDRTH MERSURING Q.DCMISE 6 RID GROLED FDLIAGE INTERVENIE DISTREE TD HIGEST EIGHT OF POINT DISTAE E BEARING EIGHT TYPE PEETRATIM (BSTRETIWS WISTRCTION FEM S(URCE OBSTRUCTE 1 500. 90.00 8.00 HAE 0. W 0. C. 2 1000. 90.00 B.00 HA@ 0. ND 0. O. 3 2000. 90.00 8.00 HARD 0. ND 0. O. 4 4000. 90.00 5.00 HARD 0. NO 0. I 5 6000. 90.00 5.00 HARD 0. NO 0. O. O. 6 8000. 90.00 5.00 HARD 0. ND 0. O. 7 12000. 90.00 5.00 HARD 0. NO 0. O. I B 500. 67.50 8.00 HARD 0. ND 0. C. 9 1000. 67.50 8.00 HAC 0. E 0. O. 10 2000. 67.50 6.00 HAE 0. ND 0. O. I 11 12 4000. 6000. 67.50 67.50 5.00 5.00 HA@ 0. 0. NO E
0. O.
HARD 0. O. 13 8000. 67.50 5.00 HARD 0. E 0. O. 14 12000. 67.50 5.00 HARD 0. NO 0. O. 15 500. 45.00 8.00 HA@ 0. ND 0. O. 16 1000. 45.00 8.00 HARD 0. NO 0. O. 17 2000. 45.00 8.00 HAE 0. ND 0. C. I 18 4000. 45.00 5.00 HAE 0. NO 0. O. 19 6000. 45.00 5.00 HAE 0. NO 0. O. 20 8000. 45.00 5.00 HARD 0. NO 0. O. I 21 12000. 45.00 5.00 HARD 0. ND 0. O. 22 500. 22.50 8.00 HARD 0. NO 0. O. E I 23 1000. 22.50 8.00 HARD 0. 0. O. 24 2000. 22.50 5.00 HA@ 0. ND 0. O. 25 4000. 22.50 5.00 141 @ 0. E 0. O. 26 6000. 22.50 5.00 HARD 0. ND 0. O. 27 8000. 22.50 5.00 HARD 0. E 0. O. I 28 12000. 22.50 5.00 HARD 0. NO 0. O. 23 500. .00 8.00 HARD 0. E 0. O. 30 1000. .00 8.00 HAG 0. ND 0. O. I 31 2000. .00 5.00 HA@ 0. E 0. O. 32 4000. .00 8.00 HARD 0. NO 0. O. 33 6000. .00 8.00 HRE 0. NO 0. O. I 34 35 8000. 12000.
.00 .00 8.00 8.00 HARD HAD 0.
0. NO W 0. 0. O. O. 36 500. 337.50 8.00 HARD 0. NO 0. C. I I I
E I I 6 RID BROLND FOLIAGE INTERVENIE DISimEE TD HIGEST EI Oc POIKT DISTMCE BEMIW EIGHT TYPE PENETMTION (BETRLCTIONS (BSTRLETION FRON S(IJR2 II ! 37 1000. 337.50 8.00 HMD 0. W 0. O. l 38 2000. 337.50 6.00 HMD 0. NO 0. C. 39 4000. 337.50 8.00 HMD 0. W 0. O. ( 40 6000. 337.50 8.00 HMD 0. W 0, . l 41 8000. 337.50 15.00 SOFT- 0. W 0. . 42 12000. 337.50 25.00 SIFT 0. NO 0. C. 43 500. 315.00 8.00 HAE 0. W 0. . 44 1000. 315.00 8.00 HMD 0. NO 0. . 45 2000. 315.00 8.00 HED 0. W 0. . 46 4000. 315.00 5.00 M 0. NO 0, . 47 6000. 315.00 8.00 HMD 0. W 0. .i 48 8000, 315.00 15.00 SOFT 0. W 0. .' 49 12000. 315.00 45.00 S!FT 0. W 0. O. 50 500. 292.50 8.00 HMD 0. W 0. g. 51 1000. 292.50 8.00 HRE 0. W 0. 50. 52 2000. 292.50 8.00 HMD 0. W 0. O. 53 4000. 2S2.50 8.00 HAG 0. W 0. ,. 54 6000. 292.50 8.00 HAC 0. W 0. . 55 8000. 292.50 8.00 HARD 0. W 0. O. 56 12000. 292.50 8.00 WRD 0. NO 0. 57 500. 270.00 8.00 HMD %. W 0. . 58 1000. 270.00 8.00 HMD 0. W 0, . 59 2000. 270.00 8.00 HARD 0. ND 0. .
60 4000. 270.00 8.00 HARD 0. NO 0. .
61 6000. 270.00 8.00 HED 0. W 0. . 62 8000. 270.00 15.00 SOFT 0. ND 0. O. 63 12000. 270.00 20.00 S(FT 0. YES 11600. . 64 500. 247.50 8.00 HMD 0. NO 0. . 65 1000. 247.50 8.00 IGRD 0. W 0. C. l 66 E000. 247.50 8.00 HARD 0. W 0. l 67 4000. 247.50 8.00 HMD 0. W 0. . i 68 6000. 247.50 8.00 HED 0. W 0. . 69 8000. 247.50 8.00 HMD 0. W 0. . 70 12000. 247.50 15.00 HMD 0. NO 0, . 71 500. 225.00 8.00 HARD 0. W 0, . 72 1000. 225.00 8.00 HMD 0. NO 0. D. I l I I 1 -
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E I GRID GR0tND RZ.! AGE INTERVENING DISimCE TO HI6FEST HEIGHTGi? POINT DIST2CE IEARING HEIGHT TYPE PENETMTION (ESTRUCTIONS (ESTRLETION FNOM SQJRCE IBSTRLCTIl 73 2000. 225.00 8.00 HAD 0. 2 0. O. 74 4000. 223.00 8.00 HARD 0. NO 0. O. 75 6000. 22100 8.00 HAD 0. 2 0. O. j 76 8000. 22100 8.00 HARD 0. E 0. O. l3 77 12000. 22L00 8.00 HRE 0. 2 0. O. 78 500. 202.50 8.00 HARD 0. E 0. O. g 79 1000. 202.50 8.00 HAE 0. 2 0. O. j 60 2000. 202.50 8.00 M 0. NO 0. O. ! 81 4000. 202.50 5.00 HAE 0. 2 0. 0.l ! 62 6000. 202.50 8.00 HAE 0. W 0. O. i l 83 8000. 202.50 8.00 HAG 0. E 0. 0.l l 84 12000. 202.50 8.00 HARD 0. ND 0. O. ' ! 85 500. 180.00 8.00 HRE 0. E 0. C. j 66 1000. 180.00 8.00 WE 0. NO 0. O. W 87 2000. 180.00 8.00 HAE 0. 2 0. O. 88 4000. 180.00 8.00 HARD 0. E 0. O. I 89 90 91 6000. 8000. 12000. 180.00 180.00 180.00 5.00 LOO 5.00 HARD HARD HAG 0. 0. 0. 2 ND NO 0. 0. 0. O. C. O. 92 500. 157.50 8.00 HARD 0. ND 0. O. 93 157.50 8.00 HAD I 94 1000. 2000. 157.50 8.00 HARD 0. 0. NO E 0. 0. O. O. 95 4000. 157.50 5.00 HAD 0. NO 0. O.
% 6000. 157.50 5.00 HARD 0. NO 0. O.
I 97 8000. 157.50 5.00 HAE 0. E 0. O. 98 12000. 157.50 5.00 HARD 0. NO 0. O. I 99 100 101 500. 1000. 2000. 135.00 135.00 135.00 8.00 8.00 8.00 M HARD HAE 0. 0. 0. ND NO E 0. 0. 0. O. O. O. 102 4000. 135.00 5.00 HARD 0. ND 0. O. I 103 6000. 135.00 5.00 mRD 0. 2 0. O. 104 8000. 135.00 5.00 HARD 0. NO 0. O. 105 12000. 135.00 5.00 HARD 0. E 0. 0. 1% 500. 112.50 8.00 HAE 0. 2 0. O.
" 107 1000. 112.50 8.00 HARD 0. 2 0. O.
108 2000. 112.50 8.00 HARD 0. ND 0. O. 109 4000. 112.50 5.00 HARD 0. ND 0. O. I 110 6000. 112.50 5.00 HARD 0. E 0. O. 111 8000. 112.50 5.00 HARD 0. NO 0. O. I 112 12000. 112.50 5.00 HARD 0. NO 0. O.
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I EDER. RELIC UTILITIES DYSTER CREEX ANS SI B 430-M NS E M)lSE SOURCE POWER LEVEL INPLIT l l INDEX SOURCE DBA DBC 31.5 63 125 250 500 1000 2000 4000 8000($ 1 DYSTER CREEK-MNSHEE 150.8 151.5 .0 .0 .0 .0 147.0 149.0 139.0 136.0 X0= .00 YD= .00 Z0= 8.00 EI6KT ABOVE GROLDID= 50.00 l I l B l GDIERR. PJLIC UTILITIES OYSTER CREEK ANS SIREN 830-MNSEE g METEOR (LOGICA. INRIT CONDITIONS g H1= 10.06 METERS H2= 45.72 ETERS WIND WIND SPEED (MPS) TDIPERRTUREtC) RELATIVE MROETRIC l YEM SEE FIXTH DA*E HOUR DIRECTION H1 H2 H1 H2 11MIDITY PRESSURE (MM OF 1983 8 23 12 171.0 2.3 2.7 26.4 25.9 70.0 764.0 I I I I I I I I I
l ) r~ L l GDEML PUBLIC UTILITIES OYSTER CiEEK ANS SIB #30-14tNSEE r L / SIB SulND LEVELS IN DBC l lNDER MET CONDITION 1 5 e DISTAN 2 IN FEET AZIMUTH 500. 1000. 2000. 4000. 6000. 8000. 12000. 1 h E 99. 92. 85. 76. 70. 65. 57. g' EE 99. 92. 85. 76. 70. 65. 57. l NE 99. 92. 85. 76. 70. 65. 57. kNI 99. 92. 85. 76. 70. 65. 57. h 99. 92. 25. 76. 7C. 65. 57. N 99. 92. 85. 76. 70. 62. 55. { NW 99. 92. 85. 76. 70. 62. 55. M 99. 92. 85. 76. 70. 65. 57. f W WSW 99. 99. 92. 92. 85. 78. 76. 56. 70. 40. 62. 35. 49. 27. SW 99. 91. 76. 52. 40, 35. 27. SSW 99. 91. 75. 49, 40. 35. 27. S 99. 90. 74. 48. 40, 35. 27. SSE 99. 90. 74. 48. 40. 35. 27. SE 99. 91. 75. 49. 40. 35. 27. ESE 99. 91. 76. 53. 40. 35, 27. [ [ [
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I GDEML PUBLIC UTILITIES OYSTER CREEK RNS SIIEN 831-CYCLDE SQJRCE-ECEIVER T000GRAPHICR. INpilIS AJ. BEARINGS ME WITH ESPECT TO TE ERTH IERSURIE CLII:EISE I GRID 6 ROUE FOLIAGE INTERYENIldi DIST2CE TD HIBEST I EIINTOF MllhT DISTAICE BEARING EIGHT TYPE PDETETI(E GISTRCTI(DIS GISTRLETION FIEM SalRCE I 1 500. 90.00 15.00 S0c7 0. E 0, c. 2 1000. 90.00 8.00 HARD 0. NO 0. 3 2000. 90.00 8.00 HARD 0. E 0. . 4 4000. 90.00 8.00 mRD 0. 2 0. 5 6000. 90.00 8.00 HARD 0. 90 0. O. 6 S000. 90.00 8.00 HARD 0. 2 0. g. 7 12000. 90.00 5.00 6 0. E 0. g. 8 500. 67.50 15.00 SOFT 0. E 0. O. 9 1000. 67.50 8.00 M 0. NO 0. . 10 2000, 67.50 8.00 mRD 0. 10 0. . 11 4000. 67.50 5.00 HA@ 0. 80 C. .i 12 6000. 67.50 5.00 HMD 0. ND 0. C. I 13 14 8000. 12000. 67.50 67.50 8.00 5.00 HAE HMD 0. 0. NO 60 0. 0, l. su. 15 500. 45.00 10.00 SO:T 0. E 0. O. 16 1000. 45.00 15.00 HARD 0. NO 0. g 17 2000. 45.00 8.00 mRD 0. PO 0. g. 18 4000. 45.00 8.00 HMD 0. 60 0. O. 19 6000. 45.00 8.00 HARD 0. 10 0. . 20 8000. 45.00 10.00 HMD 0. ND 0, 21 12000. 45.00 8.00 HARD 0. 10 0, . 22 500. 22.50 15.00 SOFT 0. NO 0. . 23 1000. 22.50 15.00 SCR 0. NO 0. ( 24 2000. 22.50 8.00 HARD 0. E 0. l 25 4000. 22.50 10.00 SOR 0. 90 0. O. E l 26 27 6000. 8000. 22.50 22.50 15.00 15.00 HARD SucT 0.
0. 10 0.
0. 5 E 28 12000. 22.50 10.00 SFT 0. ND 0. O. 29 500. .00 15.00 SucT 0. E 0. 30 1000. .00 15.00 S(FT 0. 10 C. 31 2000. .00 15.00 SOFT 0. 10 0. O. l 32 4000. .00 40.00 SOFT 0. 10 0. 33 6000. .00 45.00 mRD 0. YES 5900. 34 8000. .00 40.00 SOFT 0. YES 5900. 35 12000. .00 35.00 SucT 0. 10 0. O. 36 500. 337.50 15.00 SCFT 0. NO 0. l I I I
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B 4 I 1 I SRID GROUE FOLIASE INTERVENIE DISTAIG TD HI6FEST lEIiHT 0: POINT DISTAfCE BEARIE lEISHT TYPE PDETETION lESTRLTI(MS GISTETIDI FROM SIMIE WISTET$ 37 1000. 337.50 15.00 SOFT 0.~ PO 0. O. 38 2000. 337.50 10.00 MC 0. NO 0. O. 39 4000. 337.50 50.00 SCC 0. 90 0. O. 1 40 6000. 337.50 55.00 S0 T 0. ND 0. C. 41 8000. 337.50 50.00 S0cT 0. YES 6000. 55. 42 12000. 337.50 45.00 SOFT 0. 10 0. O. l I 43 500. 315.00 .15.00 HED 0. DO 0. O. I 44 1000. 315.00 15.00 HMD 0. 10 0. O. I 45 2000. 315.00 15.00 MO 0. 10 0. O. I 46 4000. 315.00 8.00 HMD 0. 10 0. O. 47 6000, 315.00 8.00 MC 0. 40 0. O. I 48 49 50 8000. 12000. 500. 315.00 315.00 292.50 8.00 25.00 15.00 HRE S3FT SOFT 0. 0. 0. NO 60 90 0. C. 0. O. C. l O. 51 1000. 292.50 15.00 I SOFT 0. 80 0. O. 52 2030. 292.50 10.00 SD:T 0. NO 0. O. 53 4000. 292.50 25.00 SO:T 0. E 0. O. 54 6000. 292.50 21.00 SucT 0. NO 0. O. 55 8000. 292.50 25.00 SOET 0. 10 0. O. 5 12000. 292.50 35.00 SOFT 0. ND 0. O. 57 500. 270.00 15.00 SOFT 0. 10 0. O. I 58 59 60 1000. 4000. 270.00 2000. 270.00 270.00 20.00 35.00 35.00 SD:T SOFT SOFT 0. 0. 0. NO 90 ND 0. 0. 0. O. O. O. E I 61 6000. 270.00 35.00 SO:T 0. 0. O. 62 8000. 270.00 45.00 SOR 0. 10 0. O. 63 12000. 270.00 55.00 S(FT 0. 80 0. O. 64 500. 247.50 15.00 SOFT 0. 40 0. I O. 65 1000. 247.50 15.00 SOFT 0. 10 0. O. 66 2000. 247.50 25.00 S(FT 0. 80 0. O. 67 4000. 247.50 35.00 SOFT 0. 40 0. O. 68 6000. 247.50 45.00 SOFT 0. 0. .I ND O. 69 8000. 247.50 45.00 SOFT 0. DO 0. O. 70 12000. 247.50 15.00 HARD 0. YES 10600. 40. I 71 72 500. 1000. 225.00 225.00 15.00 20.00 SOFT S(FT 0. 0. NO 10 0. 0. O. O. I I lI
SRID GROUND RLIAGE INTERVENIE DISTREE TD HIGEST I lEIGHTIF POINT DISTAK E BEMIE lEIGHT TYPE FDETMTION (ESTELTI(36 (BETRLTI(Bi RDI S(UE Op 73 2000. 225.00 20.00 S(FT 0. 10 0. . 74 4000. 22100 35.00 S(FT 0. 30 0. . 75 6000. 225.00 35.00 S(FT 0. 10 0. . 76 8000, 22100 15.00 S(FT 0. YES 6000. 77 12000. 225.00 15.0) HARD 0. 10 0. O. 78 500. 202.50 15.00 SOFT 0, 10 0. g. 79 1000. 202.50 20.00 0. 0. 202.50 SOFT 10 3 80 2000. 25.00 S(FT 0. 10 C. O. 81 4000. 202.50 30.00 S(FT 0. 10 0. 82 6000. 202.50 15.00 SIFT 0. YES 4500. 83 8000. 202.50 15.00 HRRD 0. YES 7500. 84 12000. 202.50 8.00 S(FT 0. 10 0. 85 500. 180.00 15.00 SIFT 0. le 0. 86 1000. 180.00 15.00 S(FT 0. 10 0. 87 2000. 180.00 15.00 S(FT 0. 90 0. O. 88 89 4000. 6000. 180.00 180.00 15.00 8.00 S(FT S(FT 0. 0. 00 80
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91 12000. 180.00 8.00 HMD 0, 10 0. 92 500. 157.50 15.00 ET 0. 10 0. 93 1000. 157.50 15.00 S(FT 0, 10 0. 94 2000. 157.50 10.00 SOFT 0. NO 0. 95 4000. 157.50 8.00 HARD 0. 10 0.
% 6000. 157.50 8.00 HARD 0. 80 0.
97 8000. 157.50 8.00 M 0. 00 0. S.
% 8.00 MRD 12000. 157.50 0. DO 0. l 99 500. 135.00 15.00 HARD 0. 90 0. E 100 1000. 135.00 15.00 M 0. 60 0. 0, 101 2000. 13L00 15.00 M 0. 80 0. g 102 4000. 135.00 8.00 M 0, 10 0. 3 103 6000. 135.00 8.00 HMD 0, 10 0. C.
104 8000. 135.00 8.00 HARD 0. 10 0. 105 12000. 135.00 5.00 M 0. 60 0. 106 500. 112.50 15.00 HRRD 0. W 0. . 107 1000. 11L50 8.00 mRD 0, 10 0. . 108 2000. 112.50 10.00 HARD 0. DO 0. 109 4000. 112.50 8.00 HARD 0. PO 0. 110 6000. 112.50 8.00 151RD 0. 60 0. D. til 8000. 112.50 8.00 mRD 0. 60 0. 112 12000. 112.50 5.00 HARD 0. NO 0. I I I _ - _ _ . _ . . ~ . . . _ . . . . _ N
I liDEML PUBLIC UTILITIES I OYSTER CIEEK ANS SIIEN 831-CYCLWE ICISE SMCE POWER LEVEL INPUT I IIEEI SOURCE DBA DBC 31.5 63 125 250 500 1000 2000 4000 8000 (KI) 1 DYSTER CREEK-CYCLOIE 155.4 157.7 .0 .0 .0 .0 157.0 146.0 145.0 143.0 .0 X0= .00 YD= .00 ZD= 15.00 IEIGHT ABOW liRM> 50.00 lI I
, liENEML PUB:.IC UTILITIES OYSTER CREEK 1915 SIREN 831-Cil:LDE lETEDRILOGICR. INPJT CONDITIONS H1= 10.06 IETERS H2= 45.72 IETERS I
WIND WIND SDEED(MPS) TEMPERATURE (C) IELATIVE BARDMETRIC YEAR SEASON MONTH DATE IER DIIECTION H1 H2 H1 H2 HMIDITY PRESSURE (MM CF H3) 1963 8 23 12 171.0 2.3 2.7 26.4 25.9 70.0 764.0 I I
I IDER. PiBLIC UTILITIES OYSTER CREEK ANS SIREN 831-CYCLDE SIIEN S11MD LEVEL.S IN DOC I 19CER ET CGIDITIGi 1
. DISTitCE IN FEET AZIMUTH 500. 1000. 2000. 4000, 6000, 8000. 12000.
E 105. 99. 92. 84. 78. 74. 67. EE 105. 99. 92. 84. 78. 74. 67. E 105. 99. 92. 64. 78. 74. 67. 10'. g 10E N 105, 95. 9" 92. 86. 79. 75. 78. 7L 71. 66. 65. 65. g Best 105. 95. 92. 79. 75. 66. 65. NW 106. 99. 92. 84. 78. 74. 65. i nelW 105. 95. 86. 79. 75. 71. 65. W 105. 95. 86. 79. 7' 71. 65. I 105, ' WSW 95. 80. 60. 45. 41. 37. SW 105. 94. 76. 55. 45. 41. 37. S6W 105. 93. 76. 53, 45. 44, 35. S 105. 93. 76. 51. 45. 44. D. g SSE 105. 93. 76. 56. 46. SE 106. 97. 82. 57.
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ElBRT IF POINT DISTANDE BEARING HEIGHT TYPE PENETRATION OBSTRLCTIONS OBSTRUCTI(N FE M SOURCE D 37 1000. 337.50 5 .00 SIFT 0. W 0. . 38 2000. 337.50 52.00 SOFT 0. NO 0, . 39 4000. 337.50 48.00 S(FT 0. W 0. . 40 6000. 337.50 43.00 S(FT 0. NO 0. . 41 8000. 337.50 28.00 S(FT 0. E 0. V. 42 12000. 337.50 32.00 HAG 0. NO 0. 43 500. 315.00 57.00 SIFT 0. E 0. . 44 1000. 315.00 58.00 SOFT 0. ND 0. V. 45 2000. 315.00 58.00 SucT 0. E 0. . 46 4000. 315.00 60.00 SucT 0. ND 0. . 47 6000. 315.00 59.00 SIFT 0. E 0. . 46 8000. 31" 00 52.00 SucT 0. NO 0, . 49 12000. 315.00 55.00 SOFT 0. E 0. . 56 500. 2S2.50 57.00 SOFT 0. NO 0. . 51 1000. 292.50 60.00 SOCT 0. NO 0. C. 52 2000. 292.50 60.00 SOFT 0. E 0. g. 53 4000. 292.50 75.00 SOFT 0. E 0. 3 l 54 6000. 292.50 61.00 S0cT 0. YES 5300. 60. i "5 8000. 292.50 70.00 SOFT 0. E 0. . 56 12000. 292.50 62.00 SOFT 0. ND 0. . 57 500. 270.00 57.00 50cT 0. E 0. . 58 1000. 270.00 59.00 S(FT 0. NO 0. . 59 2000. 270.00 65.00 SucT 0. E 0. . 60 4000. 270.00 60.00 SOFT 0. ND 0. .. l 61 6000. 270.00 71.00 SucT 0. YES 5900. BO. 62 63 8000. 12000. 270.00 270.00 89.00 115.00 50c7 SOFT 0. 0. NO E 0. 0. W. 64 500. 247.50 57.00 SOFT 0. NO 0. D. 65 1000. 247.50 66.00 SOCT 0. E 0. g. 66 2000. 247.50 40.00 SOFT 0. NO 0. ~g. 67 4000. 247.50 30.00 STT 0. E 0. (O. 68 6000. 247.50 51.00 SFT 0. ND 0, . 69 8000. 247.50 53.00 Suci 0. E 0. . 70 12000. 247.50 45.00 SOFT 0. NO 0. . 71 500. 225.00 55.00 SOFT 0. E 0. . l 72 1000. 225.00 65.00 SFT 0. NO 0. . l I 1 I 1 1 l
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l B l l m GRID POINT DISTACE BEARIMi EIGHT 6ROX) FDLIAGE INTERVENIE DISTANG TD HIGEST HEI6h7 0: TYPE PENETRATIIh (ESTRUCTIIES ESTRUl" TION FROM S(IJRDE DBSTRLt*I 1 73 2000. 225.00 25.00 SIFT 0. YES 1300. 60. I-74 75 4000. 6000. 225.00 225.00 45.00 75.00 SOFT SO:T 0. 0. ND E 0. 0. O. O. 76 8000. 225.00 45.00 SIFT 0. YES 7050. 60. 77 12000. 225.00 4100 SD T 0. YES 7050. 80.
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L 79 1000. 202.50 65.00 SOFT 0. 2 0. O. 80 2000. 202.50 25.00 HARD 0. W 0. O. 81 4000. 202.50 45.00 SOFT 0. W 0. O. 82 6000. 202.50 45.00 SOR 0. YES 5100. 70. 83 8000. 202.50 35.00 SOFT 0. YES 5100. 70. 84 12000, 202.50 1500 HARD 0. YES 11800. 20. 85 500. 180.00 65.00 50 T 0. C 0. O. l 86 1000. 180.00 65.00 SOFT 0. ND 0. O. 87 2000. 180.00 30.00 SO:T 0. 2 0. O. 88 4000. 180.00 22.00 SOR 0. W 0. O. 89 6000. 180.00 40.00 SO T 0. YES 5750. 50. 90 8000. 180.00 25.00 SIFT 0. YES 5750. 50. B 91 12000. 180.00 15.00 HRG 0. C 0. O. I S2 500. 157.50 EE.00 SucT 0. ND 0. C. l 93 1000. 157.50 75.00 SD:T 0. E 0. O. 3 94 2000. 157.50 50.00 SOFT 0. YES 1800. 60. 95 4000. 157.50 2" 00 50:T 0. W 0. C. I 6000. 157.50 15.00 HAD 0. ND 0. C. 97 8000. 157.50 8.00 HAE 0. E 0. O.
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99 500. 135.00 65.00 50 7 0. C 0. I O. 100 1000. 135.00 65.00 SD:T 0. NC 0. C. 101 2000. 135.00 65.00 SOFT 0. 2 0. O. 102 4000. 135.00 45.00 SOR 0. W 0. O. I 103 104 105 6000. 8000. 12000. 135.00 135.00 135.00 35.00 15.00 15.00 SOFT SOFT S0 T 0, 0. 0. 2 ND NO 0. 0. 0. O. O. O. I 106 107 108 500. 1000. 2000. 112.50 112.50 112.50 58.00 62.00 50.00 SOFT SOFT S(FT 0. 0. 0. ND ND ND 0. 0. 0. O. O. O. 109 4000. 112.50 55.00 SD T 0. 2 0. O. 110 6000. 112.50 45.00 SOFT 0. ND 0. O. 111 8000. 112.50 42.00 HRE 0. ND 0. O. 112 12000. 112.50 15.00 HAO 0. NO 0. O. I I
I GDOAL RELIC UTILITIES DYSTER CREEK ANS SIREN 832-CYCLONE NJISE SOURCE POWER LEVEL INRIT INDEI SOURCE DBA DBC 31.5 63 125 250 500 1000 2000 4000 8000 1 1 OYSTER CREEK-CYCLDE 155.4 157.7 .0 .0 .0 .0 157.0 145.0 145.0 143.0 .0 10= .00 Y> .00 Z> 56.00 HEIGHT ABOVE GROUC = 50.00 I I GDERAL RR.IC t/TILITIES OYSTER CREEK ANS SIREN 832-CYCLONE ETEDROLOSICAL INRIT COWITIONS H1= 10.06 METERS H2= 45.72 METERS WIE WIE SPEED (MPS) TEMPERATUE(C) RELATIVE BARDETRIC YEAR SEASON IGTH DATE IGR DIRECTION H1 H2 H1 H2 HUMIDITY DRESSURE(*R OF HS 1983 8 23 12 171.0 2. 3 2.7 26.4 25.9 "" 70.0 764.0 1 E I I I I I I
I I I GEER. SUBLIC UTILITIES OYSTER CREEK ANS SI B 832-CYCLONE I SIB SOLND LEVELS IN DBC UNDER MET CONDITION 1 DISTANCE IN FEET AZIMITH 500. 1000. 2000. 4000. 6000. 8000. 12000. E 105. 95. 86. 79. 75. 71. 59. ENE 105. 95. E. 79. E 71, :7, I 105 95. E. NE 79. 75. 71. 65. E 105. E E. 79. 67. 71. 65. ! N 105. E 86. 79. E 71. 65. N 105. 95. 86. 79. 75. 71. 67. NW 105. 95. 86. 79. 75. 71. 65. t M 105. 95. 8L 79. 68. 71. 65. I W 105. 95. E. 79. 67. 71. 65. WSW 105. 95. 80. 60. 45. 41. 35. er SW 105. 94. 77. 55. 45, 41. 35. SSW 105. 93. 82. 53. 45. 41. 37. S 105. 93. E (I SSE SE 10". 10S. 93. 93. 76. 76. 51. 51. 53. 45. 48. 45. 41. 44. 41. 37. 35. 35. ESE iE m. 7a. 56. 45. 44. g 37. l k I l e i s I _
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32 4000. .00 43.00 SOFT 0. ND 0. . l 33 6000. .00 62.00 SOFT 0. W 0. 34 8000. .00 50.00 SOFT 0. YES 6000. 35 12000. .00 40.00 SurT 0. YES 6000. 62. 36 500. 337.50 15.00 HAG 0. ND 0. l I I I
~ I I I GRID 6Rul)O FU.IAGE INTiDNENIE DISTAEE TD HISHEST EIGHT F POINT DISTANCE 3 ERRING EIGHT TYPE PEETRATION OBSTRUCTIGIS GISTRIETION FROR SOUR:E DBSTRCIB5 37 1000. 337.50 15.00 HARD 0. NO 0. O. 38 2000. 337.50 15.00 HARD 0. ND 0. O. 39 4000. 337.50 15.00 HARD 0. N3 0. O. I 40 6000. 337.50 40.00 SOCT 0. ND 0. C. 41 8000. 337.50 58.00 SO:T 0. C 0. C. I' 42 43 44 12000. 500. 1000. 337.50 315.00 315.00 50.00 24.00 24.00 SO:T SO:T SOFT 0. 0. 0. ND ND ND 0. 0. 0. O. C. O. 45 2000. 315.00 24.00 S(FT 0. NO 0. O. 4000, I 46 47 6000. 315.00 315.00 45.00 40.00 SOFT SOFT 0. 0. ND NO 0. 0. O. O. 48 8000. 315.00 35.00 0. 0. I HARD NO O. 49 12000. 315.00 75.00 SOFT 0. ND 0. O. 50 500. 292.50 25.00 SD:T 0. ND 0. O. 51 1000. 292.50 25.00 SO:T 0. ND 0. O. 52 2000. 292.50 25.00 SD:T 0. ND 0. O. I 53 4000. 2S2.50 38.00 SO:T 0. ND 0. O. 54 6000. 292.50 55.00 SO T 0. ND 0. O. I 55 56 57 8000. 12000. 292.50 292.50 500. 270.00 60.00 45.00 25.00 SOFT HARD SIFT 0. 0. 0. ND YES NC 0. 7100. 0. O. 80. O. 58 1000. 270.00 25.00 SOFT 0. NO 0. O. 59 2000. 270.00 25.00 SD:7 0. NO 0. O. 60 4000. 270.00 25.00 SFT 0. NO 0. C. 61 6000. 270.00 35.00 50:7 0. ND 0. C. 62 8000. 270.00 35.00 SO:T 0. ND 0. O. I 63 12000. 270.00 95.00 SOFT 0. ND 0. O. 64 500. 247.50 25.00 SOFT 0. ND 0. O. I 65 66 67 1000. 247.50 2000. 4000. 247.50 247.50 25.00 25.00 21.00 SOFT SOPT SOFT 0. 0. 0. 2 ND ND 0. 0. 0. O. O. O. C I 68 6000. 247.50 25.00 SOFT 0. 0. C. 69 8000. 247.50 20.00 SO:T 0. NO 0. C. 70 12000. 247.50 35.00 H4G 0. ND 0. O. 71 300. 225.00 25.00 SD:T 0. - N3 0. C. 72 1000. 225.00 20.00 SD:T 0. NO 0. O. I I I ,- . . . .
I' I 6 RID GROLMD RI.! AGE INTERVENIE DISTAPCE TD HIGES* i HEI5;T ti: 90!hi DISTrdCE BEARINS HE1SHT TYPE PENETRATION [ESTRITIONS (BSTRUCTION FRDM SOLIRCE OBST ID 73 2000. 225.00 25.00 SOR 0. NO 0. . 74 4000. 225.00 15.00 HAE 0. ND 0. O. 75 6000. 225.00 liOO HAE 0. C 0. . 76 8000. 22100 25.00 HAE 0. ND 0. . 77 12000. 225.00 30.00 SD:T 0. W 0. O. 78 500. 202.50 25.00 STT 0. ND 0. 3 79 1000. 202.50 25.00 SET 0. W 0. 3,. 80 2000. 202.50 15.00 HARD 0. NO 0. O. 81 4000. 202.50 1100 M 0. ND 0. . 82 6000. 202.50 15.00 HAE 0. ND 0. . 83 8000. 202.50 25.00 SO:T 0. NO 0. .. 84 12000. 202.50 35 00 SF 0. N3 0. O. 85 86 500. 1000. 180.00 180.00 25.00 25.00 SD:T SOFT 0. 0. W C 0. 0. l. W. 87 2000. 180.00 25.00 SOFT 0. E 0. O. 88 4000. 180.00 ! 89 6000. 180.00 5.00 5.00 HARD 0. N3 0. g. HARD 0. 0. 90 8000. 180.00 1 00 NO 3 SO:T 0. NO 0. O. 91 12000. 180.00 5.00 HARD 0. YES 10700. 92 500. 157.50 25.00 SO T 0. NO 0. 93 1000. 157.50 25.00 SOFT 0. ND 0. 94 2000. 157.50 1100 SBT 0. NO 0. 95 4000. 157.50 1100 SFT 0. 2 0.
% 6000. 157.50 5.00 HARD 0. NO 0.
97 8000. 157.50 1 00 HAE 0. NO 0. O. 90 12000. 157.50 5.00 HARD 0. ND 0. 99 500. 13100 25.00 SOFT 0. E- , NO 0. 3 l 100 1000. 135.00 20.00 SOFT 0. W 0. O. 101 2000. 135.00 5.00 HRE 0. W 0. 102 4000. 135.00 5.00 NAE 0. NO 0. 103 6000. 135.00 5.00 HARD 0. W 0. . 104 8000. 135.00 5.00 HAE 0. E 0. 105 12000. 135.00 5.00 HARD 0. N3 0. . l 106 500. 112.50 1100 SO:T 0. C 0. . 107 1000. 112.50 1100 HAE 0. ND 0. O. 108 2000. 112.50 15.00 HAE 0. ND 0. 109 4000. 112.50 11 00 SD:T 0. NO 0. 110 6000. 112.50 12.00 SUR 0. G 0. O. 111 8000. 112.50 1 00 HAE 0. NO 0. g l 112 12000. 112.50 5.00 HAE 0. G 0. 5 I l I i
~-
I I GEERAL DuiLIC UTILITIE DYSTD CREEK ANS SIEN 033-BANSEE B INEX SDURE DBA DBC 31.5 63 125 250 500 1000 2000 4000 8000 (HZ) 1 DYSTER CREK-BANSHEE 150.8 151.5 .0 .0 .0 .0 147.0 149.0 139.0 136.0 .0 ID: .00 YD= .00 20= 22.00 HEIGHT ABOVE GROUG= 50.00 I I GEERAL PLELIC UTILITIES DYSTER CREEK ES SIEA #33-BANSF2-METEUR1 06ICAL INFJ' C0 0 !TIONS H1= 10.06 METERS H2= 45.72 METERS WIC WIC SPEED (AS) TEMPERATUE(C) ELATIVE BA*MTRIC YEAR SEASON MONTH DATE HOUR DIECTION H1 H2 h1 F2 HUMIDITY PESSUE(MM (F HS) 1983 8 23 12 171.0 2.3 2.7 26.4 25.9 70.0 764.0 I I iI I I I I EI
- - - - - _-;-+_ -*-
__A
I: I EDiERA PUELIC UTILITIES g OYSTER CEEK ANS SIREN 833-IRGHEE g SIEN SOLMD LEVELS IN DiC LMDER MET CONDITION 1 I DISTANCE IN FEET E E, AZIKJTH 500. 1000. 2000, 4000. 6000. 8000. 12000. E 99. 92. 78. 70. E. 62. 2. ENE 99. 89. 78. 70. E. 65. E7. NE 99. 92. 78. 70. E. 62. " leiE 99. 92. 78. 70. Li 62. 51. N 99. 92. 78. 70. 65. 55. 48. i M 99. 92. 85. 76. 65. 62. 55. , NW 99. 89. 78. 70. 65. 65. 2. g l WNW 99. 89. 78. 70. E. Ed. 49. 5 W 99. 89. 78. 70. 65. SE. 2. WSW 99. 89. 71. 50. 35. 32. 27. SW 99. 88. 69. 52. 40, 35. 25. SSW 99. 87. 75. 49. 40. 32. 25. S 99. 87 67. 46. 46. 32. 27. SSE 99. 87. 67. 42. 40. 35. 27. SE 99. 67. 75. 49. 40. 35, 27. ESI 99. 91. 76. 46, 35. 35. 27. I I I I I I I
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I I EDERR. PulLIC UTILITIES OYSTER CREEK ANS SIREN 835-CYCLONE SOURCE-RECEIVER TDD06RRIMICRL INPUTS I AL!. BEARINES ARE WITH RESPECT TO TE NORTH REASURING CLOCKWISE 6 RID GROLND FDLIAGE INTERVEN!E DISTANCE TO HIGE ST HEIGHT 0: FOINT DISTA C E BEARING HEIGHT TYPE PENETRATION OBSTRUCTIONS DBSTR'J CTION FROR SQL,RCE DESTR;r*ID I i 2 3 5*. 1000. 2000. 90.* 90.00 90.00
~~60. =~~
~~70.00 60.00 SrT SD:T 0. 0.~~
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0. C. O. SO:T 0. 10 0. O. I 4 5 6 4000. 6000. 8000. 90.00 90.00 90.00 6100 48.00 42.00 S:FT SucT SOFT 0. 0. 0. ND YES NO 0. 5200. 0. C. 60. C. I 7 8 9 12000, 500. 1000. 90.00 67.50 67.50 36.00 60.00 60.00 SOR SOFT SOFT 0. C. 0. ND G ND 0. 0. 0. O. C. C. 10 2000, 67.50 65.00 SO:T 0. ND 0. C. 11 4000. 67.50 5 .00 SO:T 0. 2 0. O. 12 6000. 67.56 42.00 Sul'T 0. ND 0. O. 13 8000. 67.50 2L00 S(FT 0. E 0. C. 14 12000. 6T.50 24.00 SOFT 0. E 0. O. 15 500. 45.00 61.00 SOFT 0. ND 0. O. 16 1000. 45.00 5 .00 SOFT 0. NC 0. O. 17 2000. 45.00 50.00 STT 0. 2 0. C. 18 4000, 4" 00 45.00 SOFT 0. NO 0.~ 0. 19 6000. 4100 37.00 SIFT 0. W 0. O. I 45.00 20 8000. 27.00 SOFT 0. NO 0. O. 21 12000, 45.00 40.00 SOFT 0. W 0. C. 22 500. 22.50 6500 SOFT 0. ND 0. O. 23 1000. 22.50 64.00 0. I SOFT ND 0. O. 24 2000. 22.50 62.00 SOFT 0. hu 0. C. 25 4000. 22.50 55.00 SOFT 0. 10 0. 0. 26 6000. 22.50 35.00 SOFT 0. NO 0. O. 27 8000. 22.50 30.00 SOFT 0. 60 C. C. 28 12000. 22.50 60.00 SOFT 0. NO 0. O. 29 500. .00 6100 SOFT 0. 2 0. O. I 30 31 32 1000. 2000. 4000.
~~.00 .00 .00 65.00 70.00 50.00 SOFT SOCT SucT 0.~~
~~0. 0. NO 80 NO 0. 0. 0. O. O. O. 33 6000. .00 5.00 SOFT~~
~~0. ND 0. O.~~
34 8000. .00 35.00 HARD 0. YES 6700. 5. 35 12000. .00 35.00 S3'T 0. 2 0, 0, 36 500. 337.50 68.00 SOFT 0. NO 0. C. I I I
x I I SRID GROLND FDLIAE INTERVENIE DIST2CE TO HIGEST HEI3i-D0;t.7 DISTANCE BEARING HEIShi TYPE P9ETRATION (BSTRutTI(MS DBSTRUCTION FROM SCUCE (BSTR171E 37 1000. 337.50 70.00 SOFT 0. E 0, . 38 2000. 337.50 55.00 SIFT 0. NO 0. . 39 4000. 337.50 55.00 SO~T 0. 2 0. . 40 6000. 337.50 55.00 Suri 0. C 0. . 41 8000. 337.50 35.00 HAE 0. YES 7550. . 42 12000. 337.50 35.00 HAD 0. ND 0. 43 0. 500. 315.00 44 75.00 SD:7 0. W 0. . g. 1000. 315.00 75.00 SO:T 0. NO 45 2000. 315.00 60.00 SD:T 0. E
0. 5

0. '0.
46 4000. 31" 00 65.00 SO:T 0. NO 0. . 47 6000. 315.00 65.00 50:7 C. NO 0. . 46 8000. 315.00 65.00 SD T 0. C 0. 49 12000, 31:i.00 55.00 HRE 0. YES 11400. 50 500. 292.50 75.00 SucT 0. G 0. 5' 1000. 292.50 75.00 SCFT 0. W 0. 52 2000. 292.50 50.00 SO:7 0. O C. C. 53 4000. 292.50 60.00 SD:T 0. NO 0, . 54 6000. 292.50 7T.00 S0" 0. M 0. . 55 8000. 2S2.50 80.00 SO:T 0. E 0. D. 56 12000. 252.50 80.00 SD:7 C. c 0 g. 57 500. 270.00 70.00 SD:T 0. 56 1000. 270e00 75.00 SO:7 0. ND 0. g. NO 0, u. 59 2000. 270.00 65.00 SCFT 0. YES 1900, 60 4000. 270.00 75.00 SD:7 0. ND 0. 61 6000. 270.00 80.00 SO T 0. C 0. , 62 8000. 270.00 85.00 SOFT 0. NO
~~0. C.~~
63 12000. 270.00 80.00 S0:7 0. YES 11100. . 64 500. 247.50 75.00 S0ri 0. ND 0. . 65 1000. 247.50 85.00 SOFT 0, m 0. O. 66 2000. 247.50 85.00 SO:T 0. 67 4000. 247.50 70.00 SOFT 0. ND ND
~~0. g.~~
- 0. g. 68 6000. 247.50 105.00 50:7 C. ND 0. A ! 69 8000. 247.50 95.00 SOCT 0.
~~YES 6200. .~~
l 70 12000, 247.50 100.00 Srpi ' 0. YES 11200. . 71 500. 225.00 75.00 SDP 0. m O. . 72 1000. 225.00 85.00 S0cT 0, m 0. O. I l l L I I m--- I
I s GRID BRPJO RLIAGE INTERVENING DISTANCE TO HIGEST EIGHT 0: POINT DISTANCE BEARING HEIGHT TYPE PEETMTION ESTRU:.TIONS ESTRLETION FR:M SalRCE 02STRITI 73 2000. 225.00 85.00 STT 0. W 0. O. 74 4000. 225.00 105.00 SOR 0. ND 0. O. 75 6000. 225.00 95.00 SET 0. YES 5500. 110. 76 8000. 225.00 70.00 SD:7 0. YES 5500. 110. 77 12000. 22100 7100 SOFT 0. YES 5500. 110. 78 500. 202.50 75.00 SD:T 0. ND 0. O. 79 1000. 202.50 75.00 SOFT 0, 10 0. O. 80 2000. 202.50 75.00 SOFT 0. ND 0. I O. 81 4000. 202.50 95.00 SO:T 0. 10 0. O. 82 6000. 202.50 55.00 S0:7 0. YES 4000. 95. 83 8000. 202.50 48.00 HA@ 0. YES 4000. 95. I 64 85 86 12000. 202.50 1000. 500. 180.00 180.00 65.00 60.00 75.00 SOFT SO:T Stei 0. 0. 0. C ND NO 0. 0. 0. O. O. O. l 87 2000. 180.00 E5.00 SCP 0. NO 0. C. 88 4000. 160.00 70.(N) S0r7 0. YES 2700. 90. 89 6000. 160.00 45.00 HAC 0. YES 2700, 90. 90 8000. 180.00 73.00 SD:T 0. C 0. O. 91 12000. 180.00 45.00 SE 0. YES 10300. 9). 92 500. 157.50 65.00 SUR 0. NO 0. O. 93 1000. 157.50 80.00 SD:7 C. 10 0. O. 94 2000. 157.50 82.00 SCF 0. ED 0. O. 95 4000. 157.50 55.00 SOFT 0. ND 0. O.
~~% 6000. 157.50 45.00 SDR 0. ND 0, 0.~~
~~I 97 8000. 157.50 65.00 S 067 0. ND 0.~~
~~, O. % 12000. 157.50 30.00 SOFT 0. YES 8900. 80.~~
99 500. 135.00 65.00 SOFT 0. ND 0. O. 100 1000. 135.00 75.00 SCC 0. I NO 0. O. 101 2000. 135.00 75.00 SUR 0. 2 0. O. 102 4000. 135.00 75.00 SD:7 0. ND 0. O. 103 6000. 135.00 35.00 HARD 0. YES 3500. 83. 104 8000. 135.00 40.00 HAE 0. C 0. O. 105 12000. 135.00 45.00 HAG 0. ND 0. ' O. 106 500. 112.50 65.00 Suet 0. NO 0. O. I 107 106 109 1000. 2000. 4000. 112.50 112.50 112.50 75.00 60.00 75.00 50 " 50:T SD:7 0. 0. 0. ND YES ND 0. 1900. 0. O. 70. O. 110 6000. 112.50 65.00 S0n 0. A0 0. O. 111 8000. 112.50 55.00 SOFT 0. YES 7600. 60. 112 1ETX)0. 112.50 55.00 SD:T 0. NO 0. O. I _ .
I GEGIR. PLILIC UTILITIES DYSTER CREEK ANS SIIEN 835-CY LONI l a EISE SOURCE POWER LcVEL INPUT IEEX SOUR 7 DBA DBC 31.5 63 125 250 500 I 1000 2000 4000 8000 ) 1 DYSTER CREEX-CYCLDE 12.4 157.7 .0 .0 .0 .0 157.0 146.0 145.0 143.0 . ID= .00 YD= .00 ZD= GLOO EIGHT ABOVE 6AOLN)= 50.00 I GDGAL PUBLIC UTILITIES I OYSTER CREEK fES SIREN 835-CYtL9E METEDRO.0SICAL INPUT CONDITIONS H1= 10.06 METERS H2= 45.72 METERS WIC WI@ SDEED(C S) TERERATURZlC) YEAR SEASON MONTH RELATIVE BAROMETRIC DGIE HIJR DIRECTION H1 H2 HI H2 HUCDITY PRES!URE(MM 0~ HS 1983 8 23 12 171.0 2.3 L7 26.4 25.9 70.0 754. 0 i I I I I
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I I GENEl5L PUBLIC lfTILITIES OYSTER CilEEK Hi SIREN 835-CYCLDE SIREN SulED LEVELS IN DEC LNDER PET CDCITION 1 DISTANCE IN FEET AZIMUTH 500. 1000. 2000, 4000. 6000. 8000. 12000. E 105. 95. 86. 79. 70. 71. G ENE 105. 95. 86. 79. 75. 71. c. E 10L 95. 66. 79. 75. 71. c. DE 105. 95. 86. 79. 71 71. c. N 105. 95. 86. 79. 75. 68. EL M 105. 95. 86. 79. 75. 67. 67. M 101 95. 86. 79. 75. 71. 62. iNW 105. 95. 86. 79. 75. 71. 65. W 105. 95. 80. 79. 71 71. 59. I nGi SW SSW 105. 101 105. 95. 94. 93. 80. 78. 76. 60. 55. 53. 4L 45. 45. 41. 41. 44. E 35. 35 l S 105. 93. 76. 51. 46, 41. 35. SSE 105. 93. 76. 51. 45. 41. 35. SE 105 53. 76. 53. 46. 44. 37. ESE 105. 94. 78. 56. 45. 41. 35. I I I I - -
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l Gr.A'..1WL PIELIC UTILITIES OYETER CiEEK ANS SIAEN 643-CYCLONE 53)CE-fEEIVER TDPOSEPHICR. IN7JTS l l ALL BEARINES ARE WITN RESPECT TO TE NORTH NEASURINS CLODGISE I GRID POINT DISTACE BEARINS EIGHT . GR0!.20 TYPE FDLIASE PEETETIm INTERYENINS OBS1RETIWS DISTANCE TD HISEST OBSTRUCTION FRDM SuuRCE EISU 0-DBSTL'".TIR 500. 90.00 2 1 1000, 15.00 SO: O. W 0. O. 90.00 15.00-I 3 2000. 90.00 8.00 SD:7 HA5 0. 0. M 0. O. ND 0. O. 4 4000. 90.00 6.00 HAD 0. A 0. O. 5 6000. 90.00 5.00 HAD 0. I 6 6000. 90.00 5.00 HAG 0. ND NO 0. 0. O. 7 O. 12000. 90.00 5.00 HAD 0. 10 0. O. E 500. 67. 50 15.00 SOFT 0. ND 0. C. I 5 1000. 57.50 15.00 SO:T 0. NC 0. O. 10 2000. 67.50 15.00 SD:T 0. G 0. O. I 11 12 13 4000. 6000. 8000. 67.50 67.50 67.50 8.00 5.00 5.00 SOFT rKO NAE 0. 0. 0. ND C ND 0. 0. 0. O. O. O. I 14 15 16 17 12000, 500. 1000. 2000. 67.50 45.00 45.00 45.00 5.00 15.'00 12.00 8.00 MiD S0 T SD:T SOE 0. 0. 0. 0. NO W ND C 0. 0. 0. 0. O. C. O. O. i l 16 19 4000. 6000. 45.00 45.00 8.00 8.00 S0:7 HAO
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l Eur 0. DO 0. O. l 20 8000, 45.00 8.00 m2 0. 0. (g 21 ' 12000. 45.00 8.00 HA@ 0. NO NO 0. O. O. 3 22 500. 22.50 15.00 S0 7 0. NO 0. O. l 23 1000. 22.50 15.00 S(FT 0. NO 0. O. 24 2000. EE.50 15.00 S0cT 0. 2 0. O. I 25 26 4000. 6000, 22.50 22.50 10.00 8.00 SucT SOFT 0. 0. 10 NO 0. 0. O. O. 27 8000. 22.50 8.00 50 0. 10 0. O. 28 12000. 22.50 8.00 HARD 0. NO 0. O. I 23 500. .00 15.00 SOFT 0. ND 0. O. 30 1000. '. 00 15.00 SOFT 0. NO 0. O. I 31 32 33 2000. 4000. 6000.
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I e SRID 6ROLM FILIAGE INTERVENIE DIST2CE TO HISEST I HEIS4TCF
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36 2000. 337.50 25.00 SOFT 0. NO 0. . 39 4000. 337.50 15.00 HARD 0. E 0. . 40 6000. 337.50 30.00 SCFT 0. NO 0. v. 41 8000. 337.50 5 .00 SCFI 0. YES 7700. 30, 42 12000. 337.50 15.00 HAG 0. YES 11500. g. 43 500. 315.00 20.00 S(FT 0. W 0. W. 44 1000, 315.00 5 .00 SOFT 0. 2 0. C. 45 2000. 31*.00 30.00 SOFT 0. W 0. g. 46 4000. 315.00 35.00 SOFT 0. YES 3800. g. 47 6000, 315.00 35.00 STT 0. hu 0. O. 48 6000. 3:5.00 35.00 SOFT 0. NO 0. . 43 12000. 315.00 35.00 SCFT 0. NO 0. . 50 500. 252.50 15.00 SDCT 0. ND 0, . 51 1000. 232.50 5 .00 SOFT 0. W 0. . 52 2000. 292.50 5.00 SOFT 0. NO 0. . 53 4000. 2?2.50 50.00 SCFT 0. 2 0. . 54 6000. 292.50 5 .00 SOFT 0. YES 5600. 60. 55 8000. 292.50 50.00 STT 0. YES 5600. g. 56 12000. 292.50 45.00 SOFT 0. YES 9400. W. 57 500. 270.00 15.00 SOCT 0. W 0. O. 58 1000. 270.00 25.00 SCFT 0. ND 0. 59 2000. 270.00 5 .00 SOFT 0. hD 0. . 60 4000. 270.00 45.00 SDFT 0. NO 0. ! 61 6000. 270.00 75.00 STT 0. E 0. . 62 8000. 270.00 85.00 SucT 0. ND / 0, . 63 12000. 270.00 90.00 SET 0. YES 8800. . l 64 500. 247.50 25.00 SOFT 0. W 0. O. 65 1000. 247.50 25.00 E 66 2000. 247.50 5 .00 SOFT SCFT 0.
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0. R 67 4000. 247.50 55.00 SOFT 0. NO 0. O. 66 6000. 247.50 5 .00 SOFT 0. ND 0, 69 8000. 247.50 65.00 STT 0. W 0. 70 12000. 247,50 110.00 SOFT 0. YES 11500. 120. 7; 500. 2 5 .00 5 .00 SOFT 0. W 0. 72 1000. 225.00 25.00 SO T 0. m O. I I I I
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}= 691D POIKT DISTRCE BEARIN3 HEIGHT SROUND TY;E FDLIAGE INTERVENINS DISTAICE TO HIBEST EIGHT CF PDETRATION [ESTR' JCT. IONS (BSTRLCTION RIX SOUICE OBST1t.CTID 73 2000. 225.00 30.00 SD:7 0. N3 0. O. 74 4000. 225.00 30.00 SOU 0. ND 0. O. I 75 6000. 225.00 35.00 SD:7 0. ND 0. O. 76 6000. 225.00 70.00 SD:t O. C 0. C. 77 '2000. 225.00 105.00 SD:T 0. YES 11750. 137. 76 500. 202.50 20.00 SD:T 0. ND 0. O. 79 2000. 202.50 20.00 SOFT 0. ND 0. O. I 80 2000. 202.50 25.00 SOFT 0. ND 0. O. 81 4000. 202.50 20.00 SOFT 0. ND 0. C. I E2 63 64 6000. 8000. 12000. 202.50 202.50 202.50 25.00 25.00 25.00 SD:T SOFT SO:T 0. 0. 0. ND N3 ND 0. 0. 0. O. O. O. I 85 86 S7 500. 1000. 2000. 180.00 180.00 130.00 20.00 15.00 15.00 SOFT S0:7 S0:7 0. 0. 0. NO NO N3 0. 0. 0. O. O. O. E I 65 4000. 180.00 10.00 HA@ 0. 0. O. 83 6000. 180.00 8.00 MG 0. ND 0. O. 90 8000. 160.00 8.00 MG 0. C 0. O. 91 12000. 180.00 B.00 @D 0. ND 0. O. 92 500. 157.50 15.00 SD:t O. ND 0. O. I 93 1000. 157.50 15.00 50:T 0. ND 0. O. 94 2000. 157.50 15.00 SD:T 0. ND 0. O. 95 4000. 157.50 8.00 SD:t O. ND 0. O. I8 % 6000. 157.50 8.00 HA@ 0. NO 0. O. 97 8000. 157.50 5.00 m@ 0. W 0. O. SE 12000. 157.50 5.00 m@ 0. ND 0. O. 93 500. 135.00 15.00 50:T 0. 2 0. O. 100 1000. 12.00 15.00 SOFT 0. C 0. O. 101 2000. 135.00 10.00 SO T 0. N3 0. O. 102 4000. 13.00 6.00 HARD 0. G 0. I 103 6000. 135.00 8.00 HARD 0. E 0. O. O. 104 B000. 135.00 5.00 HAG 0. ND 0. O. 105 12000. 135.00 5.00 HARD 0. ND 0. O. I 106 107 500. 1000. 112.50 112.50 15.00 15.00 SD T 0. ND 0. O. SO:T 0. ND 0. O. 108 2000. 112.50 15.00 SD t O. ND 0. C. I' 109 110 4000. 6000. 112.50 112.50 8.00 5.00 HA9D HA@ 0. 0. ND ND 0. 0. O. O. til 8000. 112.50 5.00 HARD 0. W 0. O. 112 12000. 112.50 5.00 HA@ 0. C 0. C. I I I .
1 I GEERR. PIBLIC UTILITIES OYSTER CREEK ANS SIIDi M 3-CYCLONE
~~$!SE SOURCE PDER LOF.1 INPifi r~~
l IGEX SDU'CE DM DBC 31.5 63 125 250 500 1000 2000 4000 8000 )' 1 OYSTER CEEX-CYCLDNE 15. ie 157.7 .0 .0 .0 .0 157.0 146.0 145.0 143.0 . ID= .00 YD= .00 ID= 20.00 EIGHT ABOVE GROUO= 50.00 1 I i l E GEERR. RP.IC UTILITIES CYSTER CREEK ANS SIREN M 3-CYCLUNE METEDROLD6ICA. IN75 COG ITIONS hl= 10.06 METERS H2= 45.72 METERS WIC WIC SGCMPS) TEMPEMTURE(C) RELATIVE MRDETRIC
- - m . .1 I, m1 e el e 1983 8 23 12 171.0 2.3 2.7 26.4 25.9 71,m _. . eg 70.0 754.0 l
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I GEER. MR.IC L'TILITES OYSTER CREEK ANS SIREN M?-CY"'3E 8 SIB S0JO LEVELS IN DES LNDER KIT CONDITION 1 D:ST E E IN FEET AZILTH 500. 1000. 2000. 4000. 6000. 8000. 12000. E 105. 95. 52. 64. 76. 74. 67. ENE 105. 95. 86. 79. 78. 74. 67. I E N ME 10 1 101 101 55. SL 95. E. E. 86. 79. 75. 79. 76. 75. E 74. 74. 74. 67. 67. 59. lg M 105. 95. E. 84. 75. 66. 59. g L' 105. 95. 86. 74. E 71. 65. M 105. 95. 86. 75. ES. 65. 59. W 101 95. 86. 79. 75. 71. 59. l G 105. 95. 80. 60. 45. 41. 35. SW 105. 94. 7E. 55. 45. 41. 35. SSW 105. 53. 76. 53. 45. 41. 35. I S SSI SE 105. 105. 105. 53. 93. 93. 76. 76. 76. 5. 51. 57. 46. 48. 48. 44. 44. 44. 37. 37. 37. ESE 105. 94. 78. 61. 48. 44. 37. I i i l i I i I
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I SENERAL PUBLIC LTIL! TIES OYSTER CREEK ANS SIREN #44-CYCLONE SOURCE-RECEIVER TDPOBRAPHI mL INPUTS AL. BEARINES ARE WITH RESPECT TO THE WRTH PEASURING CLDCKWISE GR!D BROJC FDLIASE IWiERYENDE DISTAEE TO HIl>EST HEI POI r DIsirK E BER9ING HEIShi TYPE PDETRATION (BSTRLETIONS GISTRLETION FIDI S3JRCE uniruns 1 2 500. 1000. 90.00 90.00 45.00 40.00 SO T S007 0. 0. ND ND 0. 0. B. 3 2000. 90.00 40.60 SO:T 0. E 0. O. 4 4000, 90.00 45.00 SOCT 0. E ' 0. 5 6000. 90.00 45.00 SOFT 0. 90 0. . 6 8000. %.00 40.00 SD T 0. ND 0. C. 7 12000. 90.00 25.00 SOCT 0. NO 0. 5 500. 67.50 45.00 SCF 0. G 0. 9 1000. 67.50 45.00 SOFT 0. ND 0. 10 2000. 67.50 45.00 S0:7 6. ND 0. O. 1: 12 4000. 6000. 67.50 67.50 30.00 15.00 HAE HAE 0. 0. NO YES 0. 5900. h W. 13 8000. 67.50 20.00 HA@ 0. PO 0. O. 14 12000, 67.50 8.00 HAE 0. ND 0. 15 500. 45.00 45.00 SOFT 0. 80 C. 16 1000, 45.00 45.00 SD:7 0. NO 0. O. 17 2000. 45.00 40.00 SOFT 0. ND 0. 18 4000. 45.00 25.00 HAG . O. ND 0. 19 6090. 45.00 45.00 SOFT 0. ND 0. 20 6000. 45.00 35.00 SD:T 0. NO 0. 21 12000. 45.00 25.00 SO:T 0. 60 0. 22 500. 22.50 45.00 SO:T 0. NO 0. 23 1000. 22.50 30.00 S0l'T 0. 90 0. O. 24 2000. 22.50 35.00 25 4000. 22.50 40.00 HRE SO:T 0. 0. ND E 0. 0. E 26 6000. 21 50 45.00 SD:T 0. ND 0. O. 27 8000. 22.50 25.00 S00T 0. YES 6000. 28 12000. 22.50 30.00 SOFT 0. NO 0. 29 500. .00 50.00 SO:T 0. NO 0. D. 30 1000. .00 35.00 ME 0. NO 0.
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36 500. 337.50 51.00 S0

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52 2000. 292.50 25.00 ME 0. NO 0. O. 53 4000. 292.50 42.00 SD:T 0. NO 0. O. 54 6000. 232.50 55.00 SD:7 0. C 0. C. 55 8000. 292.50 70.00 SO:T 0. ND 0. I 56 12000, 252.50 70.00 SG T 0. YES 9250. O. 80. 57 500. 270.00 50.00 SO:T 0. ND 0. O. I 55 59 60 1000. 2000. 4000. 270.00 270.00 270.00 40.00 30.00 35.00 SD:7 MG ME 0. 0. 0. NO W YES 0. 0. 3800. O. O. 50. 61 6000. 270.00 6500 SET 0. NO 0. O. (2 8000. 270.00 45.00 MG 0. YES 6000, 65. 63 12000. 270.00 70.00 SFT 0. ND 0. C. 64 500. 247.50 45.00 SP 0. G 0. O. l 58 65 1000. 247.50 50.00 50:T 0. W 0. O. 66 ETN)0. 247.50 45.00 507T 0. K0 0. O. 67 4000.. 247.50 60.00 SD:T 0. NO 0. O. 65 6000. 247.50 ELOO SOFT 0. C 0. O. I 69 8000. 247.50 75.00 SO:T 0. YES 6000. 81 70 12000. 247.50 75.00 SOFT 0. YES 11400. 90. I 71 72 500. 1000. 22L00 225.00 4100 51.00 SOFT SO:T 0. 0. C c 0. 0. O. O. I I I I ,
I I Gi'D GRC!.ND F0l IASE INTERYENIE DISTANCE TO HISEST E DOINT DISTANCE BEARING HEIGHT TYPE PENETRATION CESTRLCTIONS OBSTRLCTION FitR SC11RCE DEST 73 2000. 225.00 45.00 SU:T 0. ND 0. 74 4000. 225.00 60.00 SOCT 0. El 0. 75 6000. 225.00 25.00 SOFT 0. K) 0. 76 2000. 225.00 75.00 S0rT 0. YES 6000, 85 77 12000. 22L00 75.00 SurT 0. YES 11500. 76 500. 202.50 55.00 Sur! 0. ND 0. >. 75 1000. 202.50 60.00 SDri 0. C 0. O. 80 2000. 202.50 60.00 SurT 0. NO 0. . 81 4000. 202.50 35.00 SOR 0. YES 3400. 82 6000. 202.50 95.00 S0ri 0. ND 0. O. 83 ,8000. 202.50 120.00 S0 T 0. YES 7100. . 84 12000. 202.50 145.00 Suri 0. NO 0. . 85 5'J0. 180.00 55.00 SOFT 0. ND 0. . 66 1000. 180.00 65.00 SC T 0. ND 0. . 87 2000. 180.00 65.00 SOFT 0. NO 0. . 86 4000. 180.00 75.00 SQ T 0. YES 3500. . 89 6000. 180.00 85.00 SOFT 0. YES 5000. 100. 90 9: 8000. 12000. 180.00 180.00 140.00 75.00 SOFT SurT
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92 500. 157.50 55.00 SurT 0. ND 0. O. 93 1000. 157.50 65.00 SurT 0. NO 0. . 94 2000. 157.50 55.00 SOFT 0. ND 0. . 95 4000. 157.50 70.00 SOFT 0. YES 3200. '
~~% 6000. 157.50 100.00 SOFT 0. ND 0. 6 97 8000. 157.50 95.00 SurT 0. YES 6550. .~~
98 12000. 157.50 100.00 SOFT 0. YES 6550. .. 99 500. 135.00 50.00 Sur"T 0. N3 0. O. 100 1000. IE00 E 00 S0ri 0. G 0. . 101 2000. 1ECO 65.00 SOFT 0. W 0. . 102 4000. 135.00 70.00 SOFT 0. NO 0. O. 103 6000. 135.00 95.00 Suri 0. W 0. 104 8000. 135.00 90.00 SurT 0. YES 6000. 105 12000. 135.00 15.00 HARD 0. YES 6000. 95. 106 500. 112.50 45.00 S0rT 0. NO 0. . l 107 1000. 112.50 45.00 Sur7 0. NO 0. . 108 2000. 112.50 55.00 S0ri 0. NO 0. . 109 4000. 112.50 65.00 Suri 0. C 0. . 110 6000. 112.50 65.00 SurT 0. NC 0. 111 8000. 112.50 70.00 S0eT 0. 0 0, . 112 12000. 112.50 25.00 SOFT 0. YES 8000. 70. I I I I
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I I GDiEPK PLB.!C UTILITIES OYSTE9 CREEK ANS SIREN #45-MMSEE SOURCE-ECEIVER TDDGBRAPHICAL INPilTS l l " R.L BEARIN53 ARE WITH RESrE"T TD TE CRTH MEASURIC CLOCKWISE l 69ID BROUC FULIAGE INTERVENIE DISTACE TO HIGEST HEI6hT 0: POIN" DISTANCE BEAR!G HEIGHT TYPE PENETRATION EBSTRLCTIINS OBSTRLCTION FROM SIXJRCE OBSTRLCTI 1 500. 90.00 8.00 SO:T 0. ND 0. C. 2 1000. 90.00 7.00 50cT 0. C 0. O. 3 2000. 90.00 I LOO HARD 0. NO 0. O. 4 4000. 90.00 7.00 HA@ 0. ND 0. O. 5 6000. 90.00 7.00 m@ 0. NO 0. C. 6 6000. 90.00 6.00 HAC 0. N3 0. O. 7 2000. 90.00 1.00 m@ 0. C 0. O. 8 500. 67.50 8.00 HA@ 0. C 0. O. 9 1000. 67.50 8.00 HAD 0. ND 0. O. I 10 11 12 2000. 4000, 6000, 67.50 67.50 67.50 9.00 4.00 5.00 HAG HAE HAE 0. 0. 0. NO ND C 0. 0. 0. O. O. C. 13 8000. 67.50 8.00 HAD 0. ND 0. O. I 14 12000. 67.50 10.00 HA@ 0. C 0. O. 15 500. 45.00 8.00 HAE 0. N3 0. O.
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I I SR!D GROLND FDLIAGE IhTERVENIE DISTANCE TO HIGEST I EIGHT IF 00!NT DISTR 4CE BEARING HEIGHT TYPE PDiETRATION (BSTETIONS W!STETION F110M SOURCE 01 37 1000. 337.50 8.00 HRD 0. W 0. C. 38 2000. 337."A 9.00 HRC 0. ND 0. 39 4000. 337.50 9.00 HRO 0. ND 0. . 40 6000, 337.50 9.00 mRD 0. ND 0. 41 8000. 337.50 8.00 HRRD 0. ND 0. 42 12000. 337.50 13.00 HARD 0. ND 0. 43 500. 315.00 10.00 HR@ 0. M) 0. 41 1000. 315.00 9.00 ME 0. ND 0. O. 45 46 2000. 4000. 315.00 315.00 6.00 9.00 HRC 0. M) O. g. HRO 0. ND 0. B. 47 6000. 315.00 12.00 SOR 0. hD 0. O. 4B 6000. 315.00 15.00 ST 0. G 0. 49 120Co. 315.00 16.00 HEE 0. ND 0. 50 500. 292.50 10.00 HRRD 0. G 0. 51 1000. 292.50 11.00 HPD 0. ND 0. 52 2000. 292.50 9.00 MRD 0. ND 0. 53 4000. 292.50 12.00 S3 0. ND 0. 54 6000. 232.50 10.00 HAC 0. YES 5100. 2'). 55 8000. 292.50 5.00 HPC 0. hD 0. . 56 12000. 292.50 29.00 SD:T 0. C 0. . 57 500. 270.00 8.00 ME 0. 2 0. D. 55 1000. 270.00 10.00 HRE 0. ND 0. 59 2000. 270.00 10.00 HRE 0. ND 0. , 60 4000. 270.00 15.00 SPT 0. ND 0. O. 61 6000. 270.00 23.00 S0:7 0. ND 0. 62 8000. 270.0C) - 20.00 SD:7 0. ND 0. 63 12000. 270.00 30.00 ME 0. M) O. 64 500. 247.50 7.00 HRE 0. M) 0, i E5 1000. 247.50 9.00 HRE 0. 2 0. I 66 2000. 247.50 6.00 mRD 0. ND 0. 67 4000. 247.50 10.00 SOFT 0. M) 0, O. 68 69 6000. 8000. 247.50 247.50 19.00 20.00 SOR SOFT 0. 0. ND m 0. 0. 5 3 70 12000. 247.50 65.00 SD 7 0, c 0. O. 71 500. 225.00 7.00 MG 0. M) 0. 72 1000. 225.00 7.00 mRD 0. 2 0. l I s I I
m I I 6 RID SROLND
FILIRGE INTERVENIIE DISTREE TO HIGEST tEIGHT OF POIKT DISTACE BERRING EIGHT TYPE PDETilRTION GISTRLETIINS (ESTETION FIDI S11RCE CBST E TION 73 2000. 225.00 7.00 HRG 0. W 0. O.
74 4000. 225.00 9.00 HRC 0. ND 0. C. 75 6000. 225.00 15.00 SD:T 0. N3 0. O. 76 6000. 225.00 20.00 SD:7 0. ND 0. O. 77 12000. 225.00 40.00 SOFT 0. W 0. C. 78 500. 202.50 7.00 HARD 0. NO 0. O. 79 1000, 202.50 6.00 ME 0. ND 0. O. 60 2000. 202.50 3.00 ME 0. NO 0. I O. 81 4000. 202.50 9.00 S0c7 0. W 0. O.
~~62 6000. 202.50 10.00 HARD 0. E 0. C.~~
83 BX0. 202.50 8.00 ERD 0. E 0. O. 64 12000. 202.50 7.00 ERD 0. E 0. O. 85 500. 180.00 6.00 HRE 0. W 0. O. 86 1000. 180.00 5.00 mRD 0. C 0. O. 87 2000. 180.00 4.00 HRE 0. N3 0. O. 68 4000. 160.00 4.00 ME 0. C 0. C. 89 6000. 180.00 5.00 HARD 0. N3 0. O. 90 6000. 160.00 5.00 mRD 0. C 0. O. 91 12000. 180.00 7.00 HRRD 0. W 0. O. 92 500. 157.50 5.00 Ha 0. m O. O. 93 1000. 157.50 3.00 HR@ 0. ND 0. O. I 94 2000. 157.50 4.00 HR@ 0. ND 0. O. 95 4000. 157.50 6.00 ME 0. 2 0. O.
~~% 6000. 157.50 7.00 HARD 0. ND 0. O.~~
l g 97 8000. 157.50 8.00 HARD 0. 2 0, O. l g 98 12000. 157.50 9.00 HR@ 0. ND 0. O. l 99 500. 135.00 5.00 HARD 0. 80 0. O. 100 1000. 135.00 3.00 IMG I
~~0. ND 0, 0.~~
101 2000. 135.00 5.00 HRRD 0. NO 0. O. 102 4000. 135.00 8.00 HARD 0. ND 0. O. 103 6000. 135.00 5.00 $@ 0. ND 0. lE 'N 104 105 8000. 12000. 135.00 135.00 5.00 2.00 HRO 0. NO 0. O. O. HRRD 0. ND 0. O. 106 500. 112.50 5.00 HARD 0. ND 0. O. I 107 106 109 1000. 2000. 4000. 112.50 112.50 112.50 3.00 5.00 9.00 HARD HARD HARD 0. 0. 0. E W W 0. 0. 0. O. O. O. I 110 6000. 112.50 5.00 HARD 0. ND 0. O. 111 8000. 112.50 3.00 HRE 0. ND 0. O. l 112 12000. 112.50 1.00 HARD 0. Q . . O. O. l 1 l
e I 1 GEERAL PLELIC UTILITIES DYSTER CREEK ANS SIB M5-BMSEE NDISE S3JRCE POWER LEVEL INPUT f INDEI SOUR 2 DBA DBC 31.5 63 125 250 500 1000 2000 4000 8000 THz)' 1 W STER CREEK-BANSHEE 150.8 151.5 .0 .0 .0 .0 147.0 149.0 139.0 136.0 . XD= .00 YDa .00 20= 9.00 HEIGHT ABOE GR0iND= 50.00 GENERAL PlB.IC UTILITIES OYSTER CREEK sis SIB MHANSEE METEDROLOGICAL INPUT CONDITIONS l E H1= 10.06 r.ETERS H2= 4*,.72 METERS WIND WIND SPES(MPS) TEMPERATURE (C) ELATIVE BARDETRIC YEAR SEASON M2.Tn DATE HOUR DIRECTION H1 H2 H1 H2 ItMIDITY PRESSUE(W. OF 1983 8 23 12 171.0 2.3 2.7 26.4 25.9 70.0 764.0 I l I E I
I GENE 15L PUELIC UTILITIES OYS1ER CREEK ANS SIEN M4-CYCLGE I W ISE SOURCE POWER LEVEL INPUT 'I i IGEI SOURCE DBA DBC 31.5 63 125 250 500 1000 2000 4000 8000 (H2) 1 OYSTER CREEK-CYCLDNE 155.4 157.7 .0 .0 .0 .0 157.0 146.0 145.0 143.0 .0 X0= .00 YO= .00 Z0= 45.00 IEIGHT ABOVE GROUND = 50.00 I l5 I . EENERAL PUBLIC LTTILITIES OYSTER CREEK ANS SIREN M4-iT. . DIE METEDR3.G3!llR.19u7 CONDIT!DNS H2= 10.05 FETERS m= 45.72 PETERS 'g STe WIC WIND SPEED (MPS) TEMPEl51TURE(C) ELATIVE BRROMETRIC 3 YEA's SEA D DATE HOUR DIRECTION H1 H2 Hi H2 HLMIDITY PRESSURE (m 0: ES) 1983 8 23 12 171.0 2.3 2.7 26.4 25.9 70.0 76%.0 I I I I I I I I .
a I I IDEIUni FJBLIC UTLI71ES g DYSTER CEEK ANS SIEN M4-CYCLONE -3 SIIEN SulAlD LEVEL.S IN DIC INDER IET CONDITION 1 I DISTACE IN FEET AZI80Tr4 500. 1000. 2000. 4000. 6000. 8000. 12000. E 105. 95. 66. 79. 75. 71. 65. ENE 105. 95. 86. 84. 72. 74. 67. KE 105. 95. 66. 84. 75. 71. 65. NNE 105. 95. 32. 79. 75. 66. 65. i N 105. 99. 52. 79. 7L 71. 59. W 10L 99. 86. 79. 75. 71. 65. W 10L 99. 66. 84. 75. 71. 59. W.i 105. 95. 92. 79. 75. 71. 59. W 105. 95. SE. 75. 75. 68. 65.
~~&' 105. 95. 80. 60. 45. 41. 35. g SL 105. 94. 78. 55. 45. 41. 35. g SS.' 105. 93. 76. 53. 45. 41. 35.~~
S 105. 93. 76. 51. 45. 41. 35. SSE 105. 93. 76. 51. 45. 41. 35. SE 105. 93. 76. 53. 45. 41. 37. ESE 105. 94. 78. 56. 45. 41. 35. I I I I
~
1 l I I E I
4 I I I SDEIEL PUBLIC LITILITIES OYSTER OREEK ANS SIREN M5-BANSEE SIT (N SOLMD LEVELS IN DBC I LNDER G CONDITION 1 DISTANCE IN FEE 7 AZI G H 500. 1000. 2000. 4000. 6000. 8000.' 12000. E 99. 89. 85. 76. 70. 65. 57. EE 99. 92. 85. 76. 70. 65. 57. NE 99. 92. 85. 76. 70. 65. 57. ME 99. 92. 85. 76. 70. 65. 57. N 99. S2. 85. 76. 70. 65. 55. M 99. 92. 85. 76. 70. 65. 57. E' 99. 92. 85. 76. 65. 62. 57. WNW 99. 92. 85. 70. 64. 65. 55. W 99. 92. 85. 70. 65. 62. I 57. WSW 99. 92. 78. 50. 35. 32. 25. SW E9. 91. 76. 52. 35. 32. 25. SSW 99. 91. 75. 43. 40. 35. 27. S 99. 90. 74. 48. 40. 35. 27. SSE 99. 90. 74. 46. 40. 35. 27. SE 99. 91. 75. 49. 40, 35, 27. ESE 99. 91. 76. 53. 40. 35. 27. I I .
~~- - - - _ _ _ _ - - _ _ _ _ _ _ - _ _ _ _ _ - _ _ _ _ _ _ _ . - _ _ _ _ _ . _ . - _ - _ _ _ . _ _ _ _ _ _ _ _ _}}~~

ML20207P446

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