ML12362A099

Evacuation Time Estimates Report, Appendix E, Facility Data, Part 3 of 3

ML12362A099
Person / Time
Site:	Crystal River
Issue date:	12/17/2012
From:	KLD Engineering, PC
To:	Office of Nuclear Reactor Regulation
References
3F1212-02
Download: ML12362A099 (123)

Text

APPENDIX E Facility Data

E. FACILITY DATA The following tables list population information, as of August 2012, for special facilities, transient attractions and major employers that are located within the CRNP EPZ. Special facilities are defined as schools, day cares, hospitals and other medical care facilities, and correctional facilities. For this particular study, there were no day cares or correctional facilities considered. Even though there are a number of day care facilities within the EPZ, they will not be included because the children's parents provide transportation in case of an emergency.

Transient population data is included in the tables for recreational areas and lodging facilities.

Employment data is included in the tables for major employers. Each table is grouped by county. The location of the facility is defined by its straight-line distance (miles) and direction (magnetic bearing) from the center point of the plant. Maps of each school, recreational area, lodging facility, and major employer are also provided.

crystal River Nuclear Plant E-1 KLD Engineering. P.C.

Evacuation Time Estimate Rev. 1

Table E-1. Schools within the EPZ Academy ot 1 4.9 SE Environmental Science 12695 W Fort Island Trail Crystal River I (352) 726-1931 102 8 Ark Angels Christian 2 7.0 ESE Preschool 9565 W Cedar St Crystal River (352) 795-2360 63 10 Crystal River High 2 8.0 ESE School 1205 NE 8th Ave Crystal River (352) 795-4641 1,207 138 Crystal River Middle 2 7.7 ESE School 344 NE Crystal St Crystal River (352) 795-2116 811 99 2 8.1 ESE Crystal River Preschool 639 NE 1st St Crystal River (352) 795-2266 215 25 Crystal River Primary 2 8.3 ESE School 947 NE 6th St Crystal River (352) 795-2211 622 88 I - - - I .. I .. . -. . I .--.. -... I ,.--, ....... I --- - - I KLD Engineering, P.C.

Crystal River Nuclear Plant E-2 E-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table E-2. Medical Facilities within the EPZ Crystal Gem Manor 1 5.0 E Assisted Living 10845 W Gem St Crystal River I (352) 794-7601 1 70 60 53 7 0 Seven Rivers Regional 6201 N Suncoast 1 4.5 E Medical Center Blvd Crystal River (352) 795-8311 128 110 60 35 15 Cedar Creek Assisted 2 7.4 ESE Living 231 NW Hwy 19 Crystal River (352) 564-2446 72 45 25 20 0 Crystal River Health &

2 8.7 ESE Rehab 136 NE 12th Avenue Crystal River (352) 795-5044 136 100 13 84 3 Cypress Cove Care 2 8.5 ESE Center 700 SE 8th Ave Crystal River (352) 795-8832 120 111 30 75 6 Tender Loving 2 8.4 ESE Hospitality 125 NE 9th Ave Crystal River (352) 563-1218 12 12 11 1 0 CitusCoutySutotls 58 143 12 222 1 4 Crystal River Nuclear Plant E-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table E-3. Major Employers within the EPZ 8:7).U6%

Seven Rivers Regional Medical 1 4.5 E 87.6%

Center 6201 N Suncoast Blvd Crystal River I (3521 795-8311 175 153 2 8.7 ESE Crystal River Health & Rehab 136 NE 12th Avenue Crystal River (352) 795-5044 128 87.6% 112 2 8.0 ESE Crystal River High School 1205 NE 8th Ave Crystal River (352) 795-4641 138 87.6% 121 2 7.7 ESE Crystal River Middle School 344 NE Crystal St Crystal River (352) 795-2116 99 87.6% 87 Crystal River Nuclear Plant E-4 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table E-4. Recreational Areas within the EPZ 1 3.4 S I Fort Island Gulf Beach 16000 W Fort Island Trail Crystal River (352) 527-7678 100 50 1 4.3 NE Nature Coast Landings 10173 N Suncoast Blvd Crystal River (352) 447-2299 538 299 Withlacoochee Bay Trail /

1 4.7 NE Felburn Trailhead 10201 N Suncoast Blvd Crystal River (352) 447-1720 250 125 2 9.6 SE Bicentennial Park & Pool 501 N Baseball Point Crystal River (352) 527-7678 450 225 Chassahowitzka National 2 8.2 SE Wildlife Refuge 1502 SE Kings Bay Dr Crystal River (352) 563-2088 40 10 Crystal River Archaeological 2 5.4 SE State Park 3400 N Museum Point Crystal River (352) 795-3817 33 22 2 6.2 SE Encore Superpark Crystal River 11419 W Fort Island Trail Crystal River (352) 795-3774 1,040 520 2 5.4 SE Fort Island Trail Park 12073 W Fort Island Trail Crystal River (352) 527-7678 200 85 2 6.0 NE Inglis Dam Recreation Area 10905 W Riverwood Dr Crystal River (352) 249-2704 10 10 2 8.0 ENE Lake Rousseau RV Park 10811 N Coveview Terrace Crystal River (352) 795-6336 250 163 2 7.5 SE Pete's Pier, Inc. 1 SW 1st Place Crystal River (352) 795-3302 31 15 2 8.5 SE Plantation Inn & Golf Resort 9301 Fort Island Trail Crystal River (352) 795-7211 116 54 2 8.5 ENE Quail Roost RV Campground 9835 N Citrus Ave Crystal River (352) 563-0404 144 72 2 9.1 SSE St. Martin's Marina 2355 S Ripple Path Inglis (352) 795-0505 - -

2 8.2 SE The Port Hotel & Marina 1610 SE Paradise Circle Crystal River (352) 795-3111 8 4 2 5.1 SE Twin Rivers Marina 2880 N Seabreeze Pt Crystal River (352) 795-9231 27 13 Crystal River Nuclear Plant E-5 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

(352) 447-3 4.9 NNW I B's Campground 6621 Riverside Dr Yankeetown 5888 60 30 (352) 447-3 4.9 NNW B's Marina 6621 Riverside Dr Yankeetown 5888 6 3 (352) 447-3 8.4 NE Big Bass Village 10530 SE 201 St Inglis 3474 38 19 Bubba's Fin & Feather (352) 447-3 8.7 NE Campgrounds 10930 Southeast 201st St Inglis 2755 74 37 Cattail Creek Campground and (352) 447-2 DOI D'AL' Crystal River Nuclear Plant E-6 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table E-5. Lodging Facilities within the EPZ 1 5.6 ESE Quality Inn 4486 N Suncoast Blvd Crystal River (352) 563-1500 222 83 Best Western Crystal River 2 7.2 ESE Resort 614 NW Hwy 19 Crysttal River (352) 795-3171 257 86 2 7.6 ESE Crystal Manatee Suites 310 N Citrus Ave Crystal River (352) 795-2836 66 33 2 6.0 ESE Days Inn Resort 2380 NW Hwy 19 Crystal River (352) 795-2111 160 120 2 5.8 ESE Econo Lodge 2575 NW Hwy 19 Crystal River (352) 795-9447 48 24 2 8.7 ESE Holiday Inn Express Crystal River 1203 NE 5th St Crystal River (352) 563-1111 141 56 2 7.5 ESE Kings Bay Lodge 506 Northwest 1st Avenue Crystal River (352) 795-2850 72 18 KID Engineering, P.C.

Crystal River Nuclear Plant E-7 E-7 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure E-1. Schools within the EPZ Crystal River Nuclear Plant E-8 KLD Engineering, P.C.

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Figure E-2. Medical Facilities within the EPZ Crystal River Nuclear Plant E-9 KID Engineering, P.C.

E-9 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure E-3. Major Employers within the EPZ Crystal River Nuclear Plant KID Engineering, P.C.

E-1O E-10 KLD Engineering, P.C.

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Recreational Areas with in the /

Crystal River Nuclear Pla nt EPZ mo Map No. FainhayvName 53 Withlacoochee BayT railI / Felbum Tra ilIhead ~

54 Nature Coast Landing 55 Bicentennial Park&P Pool 56 BigOaks RiverResort 57 Chassahowitzka Nati anal Wildlife Refuge Z n 58 Crystal RiverArchaeo logical State Park 6303 59 Encore Superpark Crysstal River 66fr-60 Fort Island GulfBeac Lake 4 61 Fort Island Trail Park 62 Lake Rousseau RVPa rk -

63 Big Bass Village 64 65 Quail Roost RV Camp B's Campground ground (~>~EI%~~Zu 66 Cattail Creek Campgr ound and RV Park 4 67 Inglis Dam Recreatio n Area 68 The Port Hotel & Mari 69 Plantation Inn &Golf Resort a 70 Bubba's Fin & Feathe rCampgro un ds 74 Pete's Pier, Inc.

75 St. Martin's Marina

--

'Zione\

1 76 Twin Rivers Marina 81 B's Marina

' Z~des -Zone 2 2Beserly Legend 76 Crystal

• CRNP Iz=J ( 6~9 River

] Beach

] Campground 67 Golf

( Marina Zone 28 Crystl Rive,

] Park Zone ~' ~'75 69 2, 5, 10 Mile Rings Shadow Region 5 10]

l!. I Figure E-4. Recreational Areas within the EPZ KID Engineering, P.C.

Crystal River Nuclear Plant E-11 E-11 KLD Engineering, P.C.

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Figure E-5. Lodging within the EPZ Crystal River Nuclear Plant E-12 KLD Engineering, P.C.

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APPENDIX F Telephone Survey

F. TELEPHONE SURVEY F.1 Introduction The development of evacuation time estimates for the Crystal River Nuclear Plant EPZ requires the identification of travel patterns, car ownership and household size of the population within the EPZ. Demographic information can be obtained from Census data. The use of this data has several limitations when applied to emergency planning. First, the Census data do not encompass the range of information needed to identify the time required for preliminary activities (mobilization) that must be undertaken prior to evacuating the area. Secondly, Census data do not contain attitudinal responses needed from the population of the EPZ and consequently may not accurately represent the anticipated behavioral characteristics of the evacuating populace.

These concerns are addressed by conducting a telephone survey of a representative sample of the EPZ population. The survey is designed to elicit information from the public concerning family demographics and estimates of response times to well defined events. The design of the survey includes a limited number of questions of the form "What would you do if ...?" and other questions regarding activities with which the respondent is familiar ("How long does it take you to ...?")

KLD Engineering, p.c.

crystal River Nuclear Crystal River Plant Nuclear Plant F-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

F.2 Survey Instrument and Sampling Plan Attachment A presents the final survey instrument used in this study. A draft of the instrument was submitted to stakeholders for comment. Comments were received and the survey instrument was modified accordingly, prior to conducting the survey.

Following the completion of the instrument, a sampling plan was developed. A sample size of approximately 500 completed survey forms yields results with a sampling error of +/-4.25% at the 95% confidence level. The sample must be drawn from the EPZ population. Consequently, a list of zip codes in the EPZ was developed using GIS software. This list is shown in Table F-1.

Along with each zip code, an estimate of the population and number of households in each area was determined by overlaying Census data and the EPZ boundary, again using GIS software. The proportional number of desired completed survey interviews for each area was identified, as shown in Table F-1. Note that the average household size computed in Table F-1 was an estimate for sampling purposes and was not used in the ETE study.

The completed survey adhered to the sampling plan.

Table F-1. CRNP Telephone Survey Sampling Plan

• o* :rEPZ:e i EPZ~~~ OSEOD PO 34428 8587 3806 228 34429 4581 2168 130 34433 1719 712 43 34448 207 121 7 34449 2658 1222 73 34465 180 78 5 34498 468 226 14 Total 18,400 8,333 500

____Avg 1-1-1Size: 2.21 Crystal River Nuclear Plant F-2 F-2 KID Engineering, p.c.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

F.3 Survey Results The results of the survey fall into two categories. First, the household demographics of the area can be identified. Demographic information includes such factors as household size, automobile ownership, and automobile availability. The distributions of the time to perform certain pre-evacuation activities are the second category of survey results. These data are processed to develop the trip generation distributions used in the evacuation modeling effort, as discussed in Section 5.

A review of the survey instrument reveals that several questions have a "don't know" (DK) or "refused" entry for a response. It is accepted practice in conducting surveys of this type to accept the answers of a respondent who offers a DK response for a few questions or who refuses to answer a few questions. To address the issue of occasional DK/refused responses from a large sample, the practice is to assume that the distribution of these responses is the same as the underlying distribution of the positive responses. In effect, the DK/refused responses are ignored and the distributions are based upon the positive data that is acquired.

F.3.1 Household Demographic Results Household Size Figure F-1 presents the distribution of household size within the EPZ. The average household contains 2.08 people. The estimated household size (2.21 persons) used to determine the survey sample (Table F-i) was drawn from Census data. The difference between the survey data and the Census data is 6.25%, which is slightly more than the sampling error of 4.25%.

This study uses the survey value of 2.08 people per household, which is more conservative and will result in more households and more vehicles than the Census value. The permanent resident population within the EPZ is 18,400 residents. Dividing by the average household size of 2.08 people results in 8,846 households, while using the Census value of 2.21 results in 8,326 households - also a difference of 6.25%. This would also correlate to a 6.25% difference in evacuating vehicles. As indicated in Appendix M, Section M.3, this study considered a population sensitivity study to estimate the impact on ETE of changes in EPZ population. A change of 30% in population (also a 30% change in vehicles) does not significantly impact ETE results. Thus, the difference of 6.25% between the average household size from the telephone survey and that from the Census will not significantly impact ETE results.

Crystal River Nuclear Plant F-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Crystal River Household Size 60%

50%

a-40%

S30%

z0 o 20%

10%

0%

1 2 3 4 5 6 7 8 Household Size Figure F-1. Household Size in the EPZ Automobile Ownership The average number of automobiles available per household in the EPZ is 1.83. It should be noted that 2.4 percent of households do not have access to an automobile. The distribution of automobile ownership is presented in Figure F-2. Figure F-3 and Figure F-4 present the automobile availability by household size. Note that half of households without access to a car are single person households. As expected, nearly all households of 2 or more people have access to at least one vehicle.

F-4 F-4 KLD Engineering, p.c.

Crystal River Nuclear Plant KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Crystal River Vehicle Availability 50%

430%

0 30%

0 020%

10%

0%

0 1 2 3 4 5 6 7 8 9+

Number of Vehicles Figure F-2. Household Vehicle Availability Crystal River Nuclear Plant F-5 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Distribution of Vehicles by HH Size 1-5 Person Households E 1Person E2People s3People *4People M5People 100%

80%

w 60%

z 40%

20%

0%

0 1 2 3 4 5 6 7 8 9+

Vehicles Figure F-3. Vehicle Availability - 1 to 5 Person Households Distribution of Vehicles by HH Size 6-8 Person Households

• 6People E7People n8People 100%

100%

_*

80%

IA80%

60%

0 jw- 40%o40%

0 *a 20%

a*

0%

0%

1 2 3 4 5 Vehicles Figure F-4. Vehicle Availability - 6 to 8 Person Households Crystal River Nuclear Plant F-6 F-6 KLD Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Ridesharing The overwhelming proportion (85%) of the households surveyed (who do not own a vehicle) responded that they would share a ride with a neighbor, relative, or friend if a car was not available to them when advised to evacuate in the event of an emergency. Note, however, that only those households with no access to a vehicle - 12 total out of the sample size of 500 -

answered this question. Thus, the results are not statistically significant. As such, the NRC recommendation of 50% ridesharing is used throughout this study. Figure F-5 presents this response.

Crystal River Rideshare with Neighbor/Friend 100%

80%

IA 0 60%

0 40%

20%

0%

Yes No Figure F-S. Household Ridesharing Preference F-7 F-7 KLD Engineering, p.c.

Crystal River Nuclear Plant KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Commuters Figure F-6 presents the distribution of the number of commuters in each household.

Commuters are defined as household members who travel to work or college on a daily basis.

The data shows an average of 0.56 commuters in each household in the EPZ, and 37% of households have at least one commuter.

Crystal River Commuters 60%

50%

40%

o 30%

20%

10%

0%

0 1 2 3 4+

Number of Commuters Figure F-6. Commuters in Households in the EPZ Crystal River Nuclear Plant F-8 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Commuter Travel Modes Figure F-7 presents the mode of travel that commuters use on a daily basis. The vast majority of commuters use their private automobiles to travel to work. The data shows an average of 1.02 employees per vehicle, assuming 2 people per vehicle - on average - for carpools.

Crystal River Travel Mode to Work 94_9%,,

100%

80%

60%

E E

40%

20%

0.7% 2.2%

0%

Bus Walk/Bike Drive Alone Carpool (2+)

Mode of Travel Figure F-7. Modes of Travel in the EPZ F.3.2 Evacuation Response Several questions were asked to gauge the population's response to an emergency. These are now discussed:

"How many of the vehicles would your household use during an evacuation?"The response is shown in Figure F-8. On average, evacuating households would use 1.34 vehicles.

"Would your family await the return of otherfamily members priorto evacuating the area?"

Of the survey participants who responded, 50 percent said they would await the return of other family members before evacuating and 50 percent indicated that they would not await the return of other family members.

"if you had a household pet, would you take your pet with you if you were asked to evacuate the area?"Based on the responses to the survey, 70 percent of households have a family pet.

Of the households with pets, 93 percent of them indicated that they would take their pets with them, as shown in Figure F-9.

Crystal River Nuclear Plant F-9 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Vehicles Used for Evacuation 100%

80%

60%

40%

0 20%

0%

0 1 2 3 4 Number of Vehicles Figure F-B. Number of Vehicles Used for Evacuation Households Evacuating with Pets 100%

80%

60%

"M40%

0 20%

0%

Yes No Figure F-9. Households Evacuating with Pets Crystal River Nuclear Plant F-10 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

"Emergency officials advise you to take shelter at home in an emergency. Would you?" This question is designed to elicit information regarding compliance with instructions to shelter in place. The results indicate that 77 percent of households who are advised to shelter in place would do so; the remaining 23 percent would choose to evacuate the area. Note the baseline ETE study assumes 20 percent of households will not comply with the shelter advisory, as per Section 2.5.2 of NUREG/CR-7002. Thus, the data obtained above is in good agreement with the federal guidance.

"Emergency officials advise you to take shelter at home now in an emergency and possibly evacuate later while people in other areas are advised to evacuate now. Would you?" This question is designed to elicit information specifically related to the possibility of a staged evacuation. That is, asking a population to shelter in place now and then to evacuate after a specified period of time. Results indicate that 80 percent of households would follow instructions and delay the start of evacuation until so advised, while the balance of 20 percent would choose to begin evacuating immediately.

F.3.3 Time Distribution Results The survey asked several questions about the amount of time it takes to perform certain pre-evacuation activities. These activities involve actions taken by residents during the course of their day-to-day lives. Thus, the answers fall within the realm of the responder's experience.

The mobilization distributions provided below are the result of having applied the analysis described in Section 5.4.1 on the component activities of the mobilization.

Crystal River Nuclear Plant F-11 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

"How long does it take the commuter to complete preparationfor leaving work?" Figure F-10 presents the cumulative distribution; in all cases, the activity is completed by about 90 minutes.

Ninety percent can leave within 45 minutes.

Time to Prepare to Leave Work 100%

80%

60%

0 40%

20%

0%

0 20 40 60 80 100 Preparation Time (min)

Figure F-10. Time Required to Prepare to Leave Work/School "How long would it take the commuter to travel home?" Figure F-11 presents the work to home travel time for the EPZ. About 80 percent of commuters can arrive home within about 30 minutes of leaving work; all within 120 minutes.

Work to Home Travel 100%

80%

E 60%

0 40%

20%

0% IL.. . . . ......... 1 0 15 30 45 60 75 90 105 120 135 Travel Time (min)

Figure F-11. Work to Home Travel Time F-12 F-12 KID Engineering, p.c.

Crystal River Nuclear Plant KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

"How long would it take the family to pack clothing, secure the house, and load the car?"

Figure F-12 presents the time required to prepare for leaving on an evacuation trip. In many ways this activity mimics a family's preparation for a short holiday or weekend away from home. Hence, the responses represent the experience of the responder in performing similar activities.

The distribution shown in Figure F-12 has a long "tail." About 90 percent of households can be ready to leave home within 120 minutes; the remaining households require up to an additional 120 minutes.

Time to Prepare to Leave Home 100%

U' 80%

.5 4' 60%

U' 0

40%

0 20%

0%

0 30 60 90 120 150 180 210 240 Preparation Time (min)

Figure F-12. Time to Prepare Home for Evacuation Crystal River Nuclear Plant F-13 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

F.4 Conclusions The telephone survey provides valuable, relevant data associated with the EPZ population, which have been used to quantify demographics specific to the EPZ, and "mobilization time" which can influence evacuation time estimates.

Crystal River Nuclear Plant F-14 KLD Engineering. P.C.

Evacuation Time Estimate Rev. 1

ATTACHMENT A Telephone Survey Instrument Crystal River Nuclear Plant F-15 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Telephone Survey Instrument COL. 1 Unused Hello, my name is and I'm working in cooperation with local emergency management agencies to identify local COL. 2 Unused behavior during emergency situations. This information will be COL. 3 Unused used for emergency planning and will be shared with local officials COL. 4 Unused to enhance emergency response plans in your area for all hazards; COL. 5 Unused emergency planning for some hazards may require evacuation.

Your responses will greatly contribute to local emergency Sex COL. 8 preparedness. I will not ask for your name and the survey shall take 1 Male no more than 10 minutes to complete. 2 Female INTERVIEWER: ASK TO SPEAK TO THE HEAD OF HOUSEHOLD OR THE SPOUSE OF THE HEAD OF HOUSEHOLD.

(Terminate call if not a residence.)

DO NOT ASK:

1A. Record area code. To Be Determined COL. 9-11 lB. Record exchange number. To Be Determined COL. 12-14

2. What is your home zip code? COL. 15-19 3A. In total, how many running cars, or other running COL. 20 SKIP TO vehicles are usually available to the household? 1 ONE Q. 4 (DO NOT READ ANSWERS) 2 TWO Q. 4 3 THREE Q.4 4 FOUR Q. 4 5 FIVE Q. 4 6 SIX Q. 4 7 SEVEN Q.4 8 EIGHT Q. 4 9 NINE OR MORE Q. 4 0 ZERO (NONE) Q. 3B X DON'T KNOW/REFUSED Q. 3B 3B. In an emergency, could you get a ride out of the COL. 21 area with a neighbor or friend? 1 YES 2 NO X DON'T KNOW/REFUSED

4. How many people usually live in this household? COL. 22 COL. 23 (DO NOT READ ANSWERS) 1 ONE 0 TEN 2 TWO 1 ELEVEN 3 THREE 2 TWELVE 4 FOUR 3 THIRTEEN 5 FIVE 4 FOURTEEN 6 SIX 5 FIFTEEN Crystal River Nuclear Plant F-16 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

7 SEVEN 6 SIXTEEN 8 EIGHT 7 SEVENTEEN 9 NINE 8 EIGHTEEN 9 NINETEEN OR MORE X DON'T KNOW/REFUSED

5. How many adults in the household commute to a COL. 24 SKIP TO job, or to college on a daily basis? 0 ZERO Q. 9 1 ONE Q. 6 2 TWO Q. 6 3 THREE Q. 6 4 FOUR OR MORE Q. 6 5 DON'T KNOW/REFUSED Q. 9 INTERVIEWER: For each person identified in Question 5, ask Questions 6, 7, and 8.

6. Thinking about commuter #1, how does that person usually travel to work or college? (REPEAT QUESTION FOR EACH COMMUTER)

Commuter #1 Commuter #2 Commuter #3 Commuter #4 COL. 25 COL. 26 COL. 27 COL. 28 Rail 1 1 1 1 Bus 2 2 2 2 Walk/Bicycle 3 3 3 3 Drive Alone 4 4 4 4 Carpool-2 or more people 5 5 5 5 Don't know/Refused 6 6 6 6

7. How much time on average, would it take Commuter #1 to travel home from work or college? (REPEAT QUESTION FOR EACH COMMUTER) (DO NOT READ ANSWERS)

COMMUTER #1 COMMUTER #2 COL. 29 COL. 30 COL. 31 COL. 32 1 5 MINUTES OR LESS 1 46-50 MINUTES 1 5 MINUTES OR LESS 1 46-50 MINUTES 2 6-10 MINUTES 2 51-55 MINUTES 2 6-10 MINUTES 2 51-55 MINUTES 3 11-15 MINUTES 3 56- 1 HOUR 3 11-15 MINUTES .3 56- 1 HOUR OVER 1 HOUR, BUT OVER 1 HOUR, BUT 4 16-20 MINUTES 4 LESS THAN 1 HOUR 15 4 16-20 MINUTES 4 LESS THAN 1 HOUR MINUTES 15 MINUTES BETWEEN 1 HOUR 16 BETWEEN 1 HOUR 16 5 21-25 MINUTES 5 MINUTES AND 1 HOUR 5 21-25 MINUTES 5 MINUTES AND 1 30 MINUTES HOUR 30 MINUTES BETWEEN 1 HOUR 31 BETWEEN 1 HOUR 31 6 26-30 MINUTES 6 MINUTES AND 1 HOUR 6 26-30 MINUTES 6 MINUTES AND 1 45 MINUTES HOUR 45 MINUTES Crystal River Nuclear Plant F-17 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

BETWEEN 1 HOUR 46 BETWEEN 1 HOUR 46 7 31-35 MINUTES 7 MINUTES AND 2 7 31-35 MINUTES 7 MINUTES AND 2 HOURS HOURS OVER 2 HOURS OVER 2 HOURS 8 36-40 MINUTES 8 36-40 MINUTES (SPECIFY__ ) (SPECIFY__ )

9 41-45 MINUTES 9 9 41-45 MINUTES 9 0 0 DON'T KNOW DON'T KNOW

/REFUSED /REFUSED Crystal River Nuclear Plant F-18 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

COMMUTER #3 COMMUTER #4 COL, 33 COL. 34 COL. 35 COL. 36 1 5MINUTESORLESS 1 46-50 MINUTES 1 5 MINUTES OR LESS 1 46-50 MINUTES 2 6-10 MINUTES 2 51-55 MINUTES 2 6-10 MINUTES 2 51-55 MINUTES 3 11-15 MINUTES 3 56 - 1 HOUR 3 11-15 MINUTES 3 56-i1 HOUR OVER 1 HOUR, BUT OVER 1 HOUR, BUT 4 16-20 MINUTES 4 LESS THAN 1 HOUR 15 4 16-20 MINUTES 4 LESS THAN 1 HOUR MINUTES 15 MINUTES BETWEEN 1 HOUR 16 BETWEEN 1 HOUR 16 5 21-25 MINUTES 5 MINUTES AND I HOUR 5 21-25 MINUTES 5 MINUTES AND 1 30 MINUTES HOUR 30 MINUTES BETWEEN 1 HOUR 31 BETWEEN 1 HOUR 31 6 26-30 MINUTES 6 MINUTES AND 1 HOUR 6 26-30 MINUTES 6 MINUTES AND 1 45 MINUTES HOUR 45 MINUTES BETWEEN 1 HOUR 46 BETWEEN 1 HOUR 46 7 31-35 MINUTES 7 MINUTES AND 2 7 31-35 MINUTES 7 MINUTES AND 2 HOURS HOURS OVER 2 HOURS OVER 2 HOURS 8 36-40 MINUTES 8 36-40 MINUTES (SPECIFY __ .) (SPECIFY _ ._

9 41-45 MINUTES 9 9 41-45 MINUTES 9 0 0 DON'T KNOW DON'T KNOW

/REFUSED /REFUSED

8. Approximately how much time does it take Commuter #1 to complete preparation for leaving work or college prior to starting the trip home? (REPEAT QUESTION FOR EACH COMMUTER) (DO NOT READ ANSWERS)

COMMUTER #1 COMMUTER #2 COL. 37 COL. 38 COL. 39 COL. 40 1 5 MINUTES OR LESS 1 46-50 MINUTES 1 5 MINUTES OR LESS 1 46-50 MINUTES 2 6-10 MINUTES 2 51-55 MINUTES 2 6-10 MINUTES 2 51-55 MINUTES 3 11-15 MINUTES 3 56- 1 HOUR 3 11-15 MINUTES 3 56- 1 HOUR OVER 1 HOUR, BUT OVER 1 HOUR, BUT 4 16-20 MINUTES 4 LESS THAN 1 HOUR 15 4 16-20 MINUTES 4 LESS THAN 1 HOUR MINUTES 15 MINUTES BETWEEN 1 HOUR 16 BETWEEN 1 HOUR 16 5 21-25 MINUTES 5 MINUTES AND I HOUR 5 21-25 MINUTES 5 MINUTES AND I 30 MINUTES HOUR 30 MINUTES BETWEEN 1 HOUR 31 BETWEEN 1 HOUR 31 6 26-30 MINUTES 6 MINUTES AND 1 HOUR 6 26-30 MINUTES 6 MINUTES AND 1 45 MINUTES HOUR 45 MINUTES BETWEEN 1 HOUR 46 BETWEEN 1 HOUR 46 7 31-35 MINUTES 7 MINUTES AND 2 7 31-35 MINUTES 7 MINUTES AND 2 HOURS HOURS OVER 2 HOURS OVER 2 HOURS 8 36-40 MINUTES 8 36-40 MINUTES (SPECIFY__ ) (SPECIFY _ )

9 41-45 MINUTES 9 9 41-45 MINUTES 9 0 0 Crystal River Nuclear Plant F-19 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

X DON'T KNOW /REFUSED X DON'T KNOW /REFUSED COMMUTER #3 COMMUTER #4 COL. 41 COL. 42 COL. 43 COL. 44 1 5MINUTESORLESS 1 46-50 MINUTES 1 5 MINUTES OR LESS 1 46-50 MINUTES 2 6-10 MINUTES 2 51-55 MINUTES 2 6-10 MINUTES 2 51-55 MINUTES 3 11-15 MINUTES 3 56- 1 HOUR 3 11-15 MINUTES 3 56 - 1 HOUR OVER 1 HOUR, BUT OVER 1 HOUR, BUT LESS 4 16-20 MINUTES 4 LESS THAN 1 HOUR 15 4 16-20 MINUTES THAN 1 HOUR 15 MINUTES MINUTES BETWEEN 1 HOUR 16 BETWEEN 1 HOUR 16 5 21-25 MINUTES 5 MINUTES AND 1 HOUR 5 21-25 MINUTES 5 MINUTES AND 1 HOUR 30 30 MINUTES MINUTES BETWEEN 1 HOUR 31 BETWEEN 1 HOUR 31 6 26-30 MINUTES 6 MINUTES AND I HOUR 6 26-30 MINUTES 6 MINUTES AND 1 HOUR 45 45 MINUTES MINUTES BETWEEN 1 HOUR 46 BETWEEN 1 HOUR 46 7 31-35 MINUTES 7 MINUTES AND 2 7 31-35 MINUTES MINUTES AND 2 HOURS HOURS OVER 2 HOURS OVER 2 HOURS (SPECIFY 8 36-40 MINUTES 8 36-40 MINUTES 8 ____________)

(SPECIFY __ .)

9 41-45 MINUTES 9 9 41-45 MINUTES 9 0 0 X DON'T KNOW /REFUSED X DON'T KNOW /REFUSED

9. If you were advised by local authorities to evacuate, how much time would it take the household to pack clothing, medications, secure the house, load the car, and complete preparations prior to evacuating the area? (DO NOT READ ANSWERS)

COL, 45 COL. 46 1 LESS THAN 15 MINUTES 1 3 HOURS TO 3 HOURS 15 MINUTES 2 15-30 MINUTES 2 3 HOURS 16 MINUTES TO 3 HOURS 30 MINUTES 3 31-45 MINUTES 3 3 HOURS 31 MINUTES TO 3 HOURS 45 MINUTES 4 46 MINUTES- 1 HOUR 4 3 HOURS 46 MINUTES TO 4 HOURS 5 1 HOUR TO 1 HOUR 15 MINUTES 5 4 HOURS TO 4 HOURS 15 MINUTES 6 1 HOUR 16 MINUTES TO 1 HOUR 30 MINUTES 6 4 HOURS 16 MINUTES TO 4 HOURS 30 MINUTES 7 1 HOUR 31 MINUTES TO 1 HOUR 45 MINUTES 7 4 HOURS 31 MINUTES TO 4 HOURS 45 MINUTES 8 1 HOUR 46 MINUTES TO 2 HOURS 8 4 HOURS 46 MINUTES TO 5 HOURS 9 2 HOURS TO 2 HOURS 15 MINUTES 9 5 HOURS TO 5 HOURS 30 MINUTES 0 2 HOURS 16 MINUTES TO 2 HOURS 30 MINUTES 0 5 HOURS 31 MINUTES TO 6 HOURS x 2 HOURS 31 MINUTES TO 2 HOURS 45 MINUTES X OVER 6 HOURS (SPECIFY__ )

Y 2 HOURS 46 MINUTES TO 3 HOURS COL. 47 1 DON'T KNOW/REFUSED Crystal River Nuclear Plant F-20 F-20 KLD Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. I

10. Please choose one of the following (READ COL. 50 ANSWERS): 1 A Ifyou were at home and were asked to evacuate, 2 B A. I would await the return of household commuters to evacuate together.

B. I would evacuate independently and meet X DON'T KNOW/REFUSED other household members later.

11. How many vehicles would your household use during an evacuation? (DO NOT READ ANSWERS)

COL. 51 1 ONE 2 TWO 3 THREE 4 FOUR 5 FIVE 6 SIX 7 SEVEN 8 EIGHT 9 NINE OR MORE 0 ZERO (NONE)

X DON'T KNOW/REFUSED Crystal River Nuclear Plant F-21 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

12. If you have a household pet, would you take your pet with you if you were asked to evacuate the area?

(READ ANSWERS)

COL. 54 1 DON'T HAVE A PET 2 YES 3 NO X DON'T KNOW/REFUSED 13A. Emergency officials advise you to take shelter at home in an COL. 52 emergency. Would you: (READ ANSWERS) 1 A A. SHELTER; or 2 B B. EVACUATE X DON'T KNOW/REFUSED 13B. Emergency officials advise you to take shelter at home now in an COL. 53 emergency and possibly evacuate later while people in areas of 1 A greater risk are advised to evacuate now. Would you: (READ 2 B ANSWERS)

X DON'T KNOW/REFUSED A. SHELTER; or B. EVACUATE Thank you very much.

(TELEPHONE NUMBER CALLED)

IFREQUESTED:

For additional information regarding this traffic engineering study or emergency response plans, contact your County Emergency Management Agency.

KLD Engineering, P.C.

Crystal River Nuclear Plant F-22 F-22 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

APPENDIX G Traffic Management Plan

G. TRAFFIC MANAGEMENT PLAN NUREG/CR-7002 indicates that the existing TCPs and ACPs identified by the offsite agencies should be used in the evacuation simulation modeling. The TCPs and ACPs that were identified by the offsite agencies for this study were indicated as those that were used in the previous study.

These plans were reviewed and the TCPs were modeled accordingly.

G.1 Traffic Control Points As discussed in Section 9, traffic control points at intersections (which are controlled) are modeled as actuated signals. Figure G-1 displays TCPs and ACPs that were recommended for the counties in the previous study. There are a number of TCPs that also act as ACPs within the Shadow Region, near Dunnellon and Citrus Springs. If an intersection has a pre-timed signal, stop, or yield control, and the intersection is identified as a traffic control point, the control type was changed to an actuated signal in the DYNEV II system. Table K-2 provides the control type and node number for those nodes which are controlled. If the existing control was changed due to the point being a Traffic Control Point, the control type is indicated as a TCP in Table K-2.

G.2 Access Control Points It is assumed that ACPs will be established within 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> of the advisory to evacuate to discourage through travelers from using major through routes which traverse the EPZ. As discussed in Section 3.7, external traffic was considered on one route which traverses the study area - US 19/98 - in this analysis. The generation of the external trips on US 19/98 is ceased at 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> after the advisory to evacuate in the simulation due to the ACPs.

Figure G-1 maps both TCPs and ACPs that were used in the previous study. The ACPs are concentrated on roadways giving access to the EPZ. Theses ACPs would be manned during evacuation by traffic guides who would direct evacuees in the proper direction away from CRNP and facilitate the flow of traffic through the intersections.

Crystal River Nuclear Plant G-1 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure G-1. Traffic and Access Control Points for the Crystal River Nuclear Plant Crystal River Nuclear Plant G-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

APPENDIX H Evacuation Regions

H EVACUATION REGIONS This appendix presents the evacuation percentages for each Evacuation Region (Table H-i) and maps of all Evacuation Regions. The percentages presented in Table H-1 are based on the methodology discussed in assumption 5 of Section 2.2 and shown in Figure 2-1.

Note the baseline ETE study assumes 20 percent of households will not comply with the shelter advisory, as per Section 2.5.2 of NUREG/CR-7002.

Crystal River Nuclear Plant KID Engineering, P.C.

H-i H-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. I

Table H-1. Percent of Zone Population Evacuating for Each Region Zone Region Description 1 R01 5-Mile Radius 20%

R02 Full EPZ Evacuate 5-Mile Radius and Downwind to the EPZ Boundary Zone Region Wind Direction Towards: 1 2 3 R03 NW, NNW, N, NNE N/A NE, ENE See Region R02 R04 E, ESE, SE, SSE, S N/A SSW, SW, WSW, W, WNW Refer to Region RO0 Staged Evacuation Mile Radius Evacuates, then Evacuate Downwind to 10 Miles Zone Region Wind Direction Towards: 1 1 2 1 R05 NW, NNW, N, NNE R06 NE, ENE R07 E, ESE, SE, SSE, S 20%

L Zone(s)

Shelter-in-Place Crystal River Nuclear Plant H-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure H-1. Region RO0 KID Engineering, P.C.

Crystal River Nuclear Plant H-3 H-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure H-2. Region R02 Crystal River Nuclear Plant H-4 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure H-3. Region R03 KLD Engineering, P.C.

Crystal River Nuclear Plant H-S H-5 KLD Engineering, P.C.

Evacuation Time Estimate Rev. I

Figure H-4. Region R04 Crystal River Nuclear Plant H-6 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure H-5. Region R05 KLD Engineering, P.C.

Crystal River Nuclear Plant H-7 H-7 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure H-6. Region R06 KID Engineering, P.C.

Crystal River Nuclear Plant H-8 H-8 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure H-7. Region R07 KID Engineering. P.C.

Crystal River Nuclear Plant H-9 H-9 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

APPENDIX J Representative Inputs to and Outputs from the DYNEV II System

J. REPRESENTATIVE INPUTS TO AND OUTPUTS FROM THE DYNEV IISYSTEM This appendix presents data input to and output from the DYNEV II System. Table J-1 provides the volume and queues for the ten highest volume signalized intersections in the study area.

Refer to Table K-2 and the figures in Appendix K for a map showing the geographic location of each intersection.

Table J-2 provides source (vehicle loading) and destination information for several roadway segments (links) in the analysis network. Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.

Table J-3 provides network-wide statistics (average travel time, average speed and number of vehicles) for an evacuation of the entire EPZ (Region R02) for each scenario. As expected, Scenarios 2, 4, 7 and 9, which are rain scenarios, exhibit slower average speeds and longer travel times then good weather scenarios. Scenario 11, which is the special event, exhibits significantly slower speeds and longer travel times than Scenario 8. Scenario 12, the roadway closure, also shows a longer network-wide travel time and a slower network-wide travel speed than Scenario 1.

Table J-4 provides statistics (average speed and travel time) for the major evacuation routes -

US 19/98, SR 44, CR 488 - for an evacuation of the entire EPZ (Region R02) under Scenario 1 conditions. As discussed in Section 7.3 and shown in Figures 7-3 through 7-6, US 19/98 through Crystal River is congested during the first hour of the evacuation. As such, the average speeds are comparably slower (and travel times longer) during this time.

Table J-5 provides the number of vehicles discharged and the cumulative percent of total vehicles discharged for each link exiting the analysis network, for an evacuation of the entire EPZ (Region R02) under Scenario 1 conditions. Refer to Table K-1 and the figures in Appendix K for a map showing the geographic location of each link.

Figure J-1 through Figure J-12 plot the trip generation time versus the ETE for each of the 12 Scenarios considered. The distance between the trip generation and ETE curves is the travel time. Plots of trip generation versus ETE are indicative of the level of traffic congestion during evacuation. For low population density sites, the curves are close together, indicating short travel times and minimal traffic congestion. For higher population density sites, the curves are farther apart indicating longer travel times and the presence of traffic congestion. As seen in Figure J-1 through Figure J-1O, the curves are close together as a result of the minimal traffic congestion in the EPZ, which was discussed in detail in Section 7.3. Figure J-11 and Figure J-12, which represent an evacuation during Manatee Fest and during a roadway closure scenario, the curves are spatially separated as a result of the increased traffic congestion in the EPZ.

Crystal River Nuclear Plant J-1 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table J-1. Characteristics of the Ten Highest Volume Signalized Intersections 295 166 0 US-19/98 & W Grover 301 1,178 0 294 Actuated Cleveland Blvd. 318 6,090 10 TOTAL 7,434 8 1,234 0 47 758 4 US-19/98 & SR-44 Actuated 9

89 5,390 39 TOTAL 7,382 -

314 4,561 6 317 1,526 3 US-19/98 & CR-488 Actuated 318 294 1,179 0 TOTAL 7,266 -

4 1,214 0 US-19/98 & W Actuated 6 5,360 30 Venable St. 36 41 0 TOTAL 6,615 -

5 1,219 0 Actuated 39 0 0 6 US-19/98 & W Clear Ln. 7 5,349 4 TOTAL 6,568 Crystal River Nuclear Plant J-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Intrsetio (u Vou e uu Node Loaio Coto Noe (Vh (V us- 9 1,236 0 19/98 &

89 Actuated 10 5,272 0___

NE 3rd Ave. TOTAL 1 6,508 us- 40 1,361 199 19/98 & Actuated 11 3,903 254 N Citrus 89 1,239 0 Ave. TOTAL 6,503 -

SR-44 & 232 3,692 0 231 N Actuated 292 2,408 0 Lecanto TOTAL 6,100 -

Hwy 6 1,224 0 us- 37 978 29 7 19/98 & Actuated SR-44 S44346 3,771 225 TOTAL 5,973 -

us- 300 249 0 301 w uee&

19/98 Actuated 294 4,426 0 W Yulee 307 1,172 0 Dr. TOTAL 5,847 -

Crystal River Nuclear Plant J-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table J-2. Sample Simulation Model Input VehiclesI Entering. *.

8304 3,810 7 291 SE 8312 1,698 8034 3,810 54 36 N 8141 1,698 8142 1,698 8304 3,810 100 242 SE 8312 1,698 8233 3,810 8304 3,810 122 110 SE 8312 1,698 8233 3,810 8304 3,810 145 1,429 E 8312 1,698 8233 3,810 8233 3,810 240 104 E 8279 1,905 8194 1,698 8312 1,698 289 84 E 8233 3,810 8279 1,905 326 100 SE 8312 1,698 8233 3,810 420 45 SE 8304 3,810 8312 1,698 8304 3,810 456 252 8312 1,698 Crystal River Nuclear Plant J-4 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table J-3. Selected Model Outputs for the Evacuation of the Entire EPZ (Region R02)

-er --- -- -- - - ---

Network-Wide Average 1.5 1.8 1.4 1.7 1.7 1.8 2.1 1.7 2.0 1.7 2.1 1.8 Travel Time (Min/Veh-Mi)

Network-Wide Average 39.4 34.0 41.7 36.1 35.2 34.2 29.0 34.7 30.0 35.5 28.6 32.7 Speed (mph)

Total Extin Vehicles Network 23,500 23,526 21,259 21,327 19,527 25,419 25,475 23,495 23,537 21,039 25,287 Exiting Network - 23,483 Rev. 1 Crystal River Nuclear Plant J-5 KLD Engineering, P.C.

Time Estimate Evacuation Time Estimate Rev. 1

Table J-4. Average Speed (mph) and Travel Time (min) for Major Evacuation Routes (Region R02, Scenario 1)

Elase Tim (hors 2 30 I he I Travel Northbound 10.8 60.7 10.7 62.1 10.4 63.6 10.2 63.6 10.2 64.5 10.0 from Power Line St.

US-19/98 Southbound 7.7 23.7 19.6 47.0 9.9 44.4 10.4 44.6 10.4 48.1 9.6 from Power Line St.

EStboun 2.0 49.0 2.4 47.3 2.5 47.0 2.5 47.2 2.5 47.2 2.5 Eastboun 6.8 50.0 8.2 52.3 7.8 52.5 7.8 52.6 7.8 53.5 7.7 Crystal River Nuclear Plant J-6 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table J-5. Simulation Model Outputs at Network Exit Links for Region R02, Scenario 1 Cumulative Vehicles Discharged by the Indicated Time Cumulative Percent of Vehicles Discharged by the Indicated Time 497 1,426 1,999 2,091 2,131 71 11.8% 9.6% 9.6% 9.2% 9.1%

151 48 185 229 233 235 1.1% 1.2% 1.1% 1.0% 1.0%

33 94 111 112 113 171 0.8% 0.6% 0.5% 0.5% 0.5%

174 27 250 370 412 432 0.6% 1.7% 1.8% 1.8% 1.9%

16 153 225 246 251 179 0.4% 1.0% 1.1% 1.1% 1.1%

186 51 367 519 569 588 1.2% 2.5% 2.5% 2.5% 2.5%

108 669 957 1,040 1,075 207 2.6% 4.5% 4.6% 4.6% 4.6%

200 891 1,381 1,573 1,653 274 4.7% 6.0% 6.6% 6.9% 7.1%

276 232 1,236 1,707 1,846 1,910 5.5% 8.3% 8.2% 8.1% 8.2%

328 963 2,617 3,442 3,729 3,857 22.8% 17.6% 16.5% 16.4% 16.5%

30 186 259 286 303 0.7% 1.3% 1.3% 1.3% 1.3%

209 916 1,358 1,513 1,581 398 4.9% 6.2% 6.5% 6.7% 6.8%

430 1,037 3,580 4,427 4,726 4,865 24.5% 24.1% 21.3% 20.8% 20.8%

775 2,303 3,830 4,356 4,403 438 18.3% 15.5% 18.4% 19.2% 18.8%

Crystal River Nuclear Plant J-7 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

ETE and Trip Generation Summer, Midweek, Midday, Good (Scenario 1)

-Trip Generation -ETE 100%

01 U

80%

4I

• 15 60%

4, 0

I-0 40%

4-C

@1 LI 20%

U' a.

0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-1. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather (Scenario 1)

I ETE and Trip Generation Summer, Midweek, Midday, Rain (Scenario 2)

- Trip Generation -mETE 100%

U' I 80%

U' U 60%

4-0 I-0 40%

C U'

U I..

20%

U' a.

0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-2. ETE and Trip Generation: Summer, Midweek, Midday, Rain (Scenario 2)

Crystal River Nuclear Plant J-8 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

ETE and Trip Generation Summer, Weekend, Midday, Good (Scenario 3)

-Trip Generation -ETE 100%

-w M

80%

60%

0 I-40%

0 U 20%

CL 0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-3. ETE and Trip Generation: Summer, Weekend, Midday, Good Weather (Scenario 3)

ETE and Trip Generation Summer, Weekend, Midday, Rain (Scenario 4)

- Trip Generation - ETE 100%

a'

-o 80%

a'

'I 4-60%

0 I-0 40%U 4-C a'

U 20%

a' a-0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-4. ETE and Trip Generation: Summer, Weekend, Midday, Rain (Scenario 4)

Crystal River Nuclear Plant J-9 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1 I

ETE and Trip Generation Summer, Midweek, Weekend, Evening, Good (Scenario 5)

-Trip Generation -ETE 100%

80%

60%

0 40%

U 20%

0% 3 0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-5. ETE and Trip Generation: Summer, Midweek, Weekend, Evening, Good Weather (Scenario 5)

ETE and Trip Generation Winter, Midweek, Midday, Good (Scenario 6)

- Trip Generation -ETE 100%

80%

q 60%

-W 0

40%

20%

a. 0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-6. ETE and Trip Generation: Winter, Midweek, Midday, Good Weather (Scenario 6)

Crystal River Nuclear Plant J-lO KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

ETE and Trip Generation Winter, Midweek, Midday, Rain (Scenario 7)

-Trip Generation -ETE 100%

VI

.U 80%

60%

0 0 40%

C 20%

0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-7. ETE and Trip Generation: Winter, Midweek, Midday, Rain (Scenario 7)

ETE and Trip Generation Winter, Weekend, Midday, Good (Scenario 8)

- Trip Generation -ETE 100%

VI U'

U I 80%

U' 60%

0 I-

• 1-0 40%

4..

C U'

~1 20%

U' a.

0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-8. ETE and Trip Generation: Winter, Weekend, Midday, Good Weather (Scenario 8)

KLD Engineering, P.C.

Crystal River Nuclear Plant J-11 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

ETE and Trip Generation Winter, Weekend, Midday, Rain (Scenario 9)

-Trip Generation -mETE 100%

(A GD U

80%

60%

0

-I.-

0 40%

20%

0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-9. ETE and Trip Generation: Winter, Weekend, Midday, Rain (Scenario 9)

ETE and Trip Generation Winter, Midweek, Weekend, Evening, Good (Scenario 10)

-Trip Generation 1ETE 100%

IA GD Li 80%

GD

• 1i 4.

60%

0 I-.

• 6-0 40%

4-C GD U 20%

GD a-0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-10. ETE and Trip Generation: Winter, Weekend, Evening, Good Weather (Scenario 10)

J-12 KLD Engineering, P.C.

Crystal River Nuclear Plant J-12 KLD Engineering, PeC.

Evacuation Time Estimate Rev. 1

ETE and Trip Generation Winter, Weekend, Midday, Good, Special Event (Scenario 11)

-Trip Generation -ETE 100%

80%

0 60%

40%

20%

0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-11. ETE and Trip Generation: Winter, Weekend, Midday, Good Weather, Special Event (Scenario 11)

ETE and Trip Generation Summer, Midweek, Midday, Good, Roadway Impact (Scenario 12)

- Trip Generation - ETE 100%

IA 0

U 80%

0 EU 60%

4-0 I-

• 6-0 40%

4-C 0

U I- 20%

0 a.

0%

0 30 60 90 120 150 180 210 240 270 300 330 Elapsed Time (min)

Figure J-12. ETE and Trip Generation: Summer, Midweek, Midday, Good Weather, Roadway Impact (Scenario 12)

Crystal River Nuclear Plant i-13 J-13 KID Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

APPENDIX K Evacuation Roadway Network

K. EVACUATION ROADWAY NETWORK As discussed in Section 1.3, a link-node analysis network was constructed to model the roadway network within the study area. Figure K-1 provides an overview of the link-node analysis network. The figure has been divided up into 29 more detailed figures (Figure K-2 through Figure K-30) which show each of the links and nodes in the network.

The analysis network was calibrated using the observations made during the field survey conducted in March 2012. Table K-1 lists the characteristics of each roadway section modeled in the ETE analysis. Each link is identified by its road name and the upstream and downstream node numbers. The geographic location of each link can be observed by referencing the grid map number provided in Table K-1. The roadway type identified in Table K-1 is generally based on the following criteria:

" Major arterial: 3 or more lanes in each direction

• Minor arterial: 2 or more lanes in each direction

• Collector: single lane in each direction

• Local roadways: single lane in each direction, local roads with low free flow speeds The term, "No. of Lanes" in Table K-1 identifies the number of lanes that extend throughout the length of the link. Many links have additional lanes on the immediate approach to an intersection (turn pockets); these have been recorded and entered into the input stream for the DYNEV II System.

As discussed in Section 1.3, lane width and shoulder width were not physically measured during the road survey. Rather, estimates of these measures were based on visual observations and recorded images.

Table K-2 identifies each node in the network that is controlled and the type of control (stop sign, yield sign, pre-timed signal, actuated signal, traffic control point) at that node.

Uncontrolled nodes are not included in Table K-2. The location of each node can be observed by referencing the grid map number provided.

Crystal River Nuclear Plant K-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

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// Shadow Region Date S/8(2012 Coeeht ESRIBa--p D

1. nO E,-,,eeig DAnE I

Figure K-1. Crystal River Nuclear Plant Link-Node Analysis Network Crystal River Nuclear Plant K-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-2. Link-Node Analysis Network - Grid 1 Crystal River Nuclear Plant K-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Ner 5ThSt Ne 157ThSI IJ12*h W St No 107h St 1 I,

__ ___..r

___ _ _ _____-.

- -- - -4, ,

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• .ode 15Mile Rings:

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• 2,"_

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-1p" link Water Zone L*,.de Grid _____...__.............

Figure K-3. Link-Node Analysis Network - Grid 2 Crystal River Nuclear Plant K-4 K-4 KLD Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-4. Link-Node Analysis Network - Grid 3 Crystal River Nuclear Plant K-5 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-5. Link-Node Analysis Network - Grid 4 KLD Engineering, P.C.

Crystal River Nuclear Plant K-6 K-6 KLD Engineering, P.C.

Evacuation Time Estimate Rev. I

Figure K-6. Link-Node Analysis Network - Grid 5 Crystal River Nuclear Plant K-7 K-7 KID Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

WoafArbor 61 St Grid 6

C, Legend CRNP Evacuation Time Estimate Link-Node Analysis Network Figures

• CRNP Shadow Region a Node

• 2, 5, 10, 15 Mile Rings

-p, Link Water Grid 6 Zone LI Index Grid 0 0,5 1Mhs Figure K-7. Link-Node Analysis Network - Grid 6 Crystal River Nuclear Plant K-8 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

138 7a, Se 36Th I lb So 4OTh St So 50Th St S

Se 53RdL so 57 h

3. 56T) Ln 1124 St eS3t tn Se8ThLe 6Th o S¢ S67P) So PI Se 66r P, b 70Th St SomSO hP so 6L~ Grid 237 t',y 264" "

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v` tt lk 10 1 r Si w SS105h Ln Rdt St [ t to to

--*Legiend~n ae ýi'*-p, " i ikNdCRNPEvacuationnayi NewrTime Estimate~iue SCRNP Shadow Region L L o sNode T 2, 5, 10, 15 Mile Rings t te

- .... 41 1Grid 7 g Zone Index Grid Wa Figure K-8. Link-Node Analysis Network - Grid 7 Crystal River Nuclear Plant K-9 KLD Engineering, P.C.

Evacuation Time Estimate Rev. I

Figure K-9. Link-Node Analysis Network - Grid 8 Crystal River Nuclear Plant K-b K-10 KID Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-10. Link-Node Analysis Network - Grid 9 Crystal River Nuclear Plant K-1I KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-11. Link-Node Analysis Network - Grid 10 KLD Engineering, P.C.

Crystal River Nuclear Plant K-12 K-12 KLD Engineering, P.C.

Evacuation Time Estimate Rev. I

I Nw Falcon Ave8 So 97ThpPf S.97h tN,6Th St 5

o96Th~~ot Se 8Th St 5 ~ a'/ko w ~ N Anbdic AWorttumV 1-bnovi

_ NW.Go 6in FEv NwoMallard No.Stwts,5C Av/O Se t05:h LtRd dos S.10ht 05w 10 St ha

'0Ž~

p3 Se11010 Pt 1 A/ o 0 n -G If Sivn~tted5t it ft D

4ehl i S wKe~ssty 25 P SW-FltSlL L

e_2 7 St 263

~ Lnit13bo1A 3 is (51 Mtso~lfrt.

132 SW SWy 2 Se 122N1d salba D, , s S.o Nectarnine 0! Sw 60S So. 2Rd Let 1 t~~~tst 5 t 1 ,Sand&oRd v, Z Swf.ptytBlvd 5 Se 1287h <,> i 6li Ste 1-tloneyssdte St 1t .L if3 Hegft 6 Sw Edgewa~teorBlv So.,Anchor tBtVU Sw Manne Bld SPeach Bkosscrn St o ~

or

/o

> G fl1 So'Beaoctt Blvd w S.f Bhlod T247 OTh tOv C

.0. 0 S0 Cadia A,

'w a w Blv

~SwAuRduo Ave 1.S Sw573Rd 0

Ott~~v L otos t

• ~~i CRP SaowRgo aoe- ,S 0,i il ig

-~. Lik Wate Zo Lne Wader Grid 11________

Figure K-12. Link-Node Analysis Network - Grid 11 Crystal River Nuclear Plant K43 K-13 KID Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

8137 1 W Highve 7?

4 Sw 3R Lt S- 20vtTh 1r 4 S~eJT 4-~

20th5 Sw 20T S.25P SW22WLUt 2 tS24Th SW Pi St 3?

Sw 257h St SSw? Sw 27Th St 27-Thr r S'(41ss 'S'1.1 LI" 30T t~w36ThS, 41(

S.6T~ 36hSt3 (4SW 39Th St (4,4 .2'8134 C~Sw 407h St',-

SLsr* Sw 44WS -43dP 14 S.4T~ 46T  % 69, .. t Sw Mart' Blv k. St -4W Sw CardtnaltAve SwAudtbtontAve~ 0 5ý Sw 57Tht S. 57Th St . Sw57Th P1 Sw 55Th S (4~S Sw 59T L it O3 Rd6t~h P/

Avery St Sw6ThS 36 S(7ThSt sw b v.. SwtlBOt S. 80p), Oe 0' 0 86ri Gi Sw Ad ~ PtSh 1251 Legend4eym"CRNP Evacuation Time Estimate

• RgionLink-Node CRN Shaow Analysis Network Figures

-P-, Link WaterGrd1 rZone EJIndex Grid M_______

,__

Figure K-13. Link-Node Analysis Network - Grid 12 Crystal River Nuclear Plant K-14 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-14. Link-Node Analysis Network - Grid 13 Crystal River Nuclear Plant K-15 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

251 M MoydI s,,g~dSeIOThS 24 I& __ _ _ _ _ _ C Zone 3 ,

/I22 Rd

.~B276 pdt!

Grid 14 So 11ThSi8 jjV SO 196ThS AVO SO 20Th, 330 Eý_3o31h" -St C) 0 LOjgS D,~to A$

W410 sFgrei - ~ ~ TrgHt

~IGlypidale

-z4Cof lo o 55nt

-'s.~~~~~Lik o! M soS.t.~

(KA Gid Ct[ E C

13 ~ oo ~ ,,IAO, , ecI ,

9S~

ege WOOA' S

• W Shdoego CRNý

• Node 2,5, 10, IS C

-~.Wate Un i2 Zne j7J nde Grd ______________D Figure K-15. Link-Node Analysis Network - Grid 14 Crystal River Nuclear Plant KLD Engineering, P.C.

K-16 K-16 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-16. Link-Node Analysis Network - Grid 15 Crystal River Nuclear Plant K-17 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

It I256

'9 S. (121h P, SW 112Th L1 S114 SW St i

'1711ThS S. 114Th 4C:

5, 5P' Pi 11 V

(

S" -M 16<K N--'-

- (

• CRNP Shadow Region 0 Node " 2, 5, 10, 1S Mile Rings

-0. Unk Water 4? Zone Index Grid Figure K-17. Link-Node Analysis Network - Grid 16 Crystal River Nuclear Plant K-18 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Sw 80Th St S.8IStst 01Sw 90 St Sw66ThSt N S. 8 0 S1-v jE 9 St~ I SwS t o~S 90 stC Sw 90 Sw91SIpI t Sw 92 Sw 91 t Sw9 4 Th b ,

Ln S " St l 90T S.92P, S.93PI

'Si &. Is 5901St Sw 96 p, t Sw 95 Th 94Th9 00 7N-hZo Sw.9

$

9 5..,92d5 SW 99 'I [_. 0-0 SI , - 9 I, S. 97ThOP/ L SwO98 Lt Sw 100OLnSw99 TOLn S. 100Th St 59hTh S Sw 101st

(-n Sw 102NdSt, Sw 100Th 1.,

S w 10 0 wp 105 Sw 106Th Sw 105Th St Sw103Rd Lnt SW 106ThSt. 9 Sw106Th F

.S. 108ThSt .

Sw IIoTh St 0 SW 112Th P1 t.

1146 9, M,,IsThpl ,.

L-1 10I w

-1147-$ 147 SwHgey44

-j SW 1.36ThP1 SwS P1 149Th p

.9 Sw 146ThS

- .- -- - Sw 146Th1 0 Sw 146Th tIc A

9- .9 0Sw 150ThSt t .9 9 CCC

.9 0 Sw IOISIPI ~

9- 9

& S. 153Rd ~S.S 153016Ln 9 ~Sw 155Th St Legend Aly.. , CRNP Evacuation Time Estimate

• ii!!*Link-Node Analysis Network Figures

• CRNP Shadow Region

• Node

• 2, 5, 10, IS Mile Rings Gi 2

-e-, Unk Water I* Zone* Index Grid _________________,_

Figure K-18. Link-Node Analysis Network - Grid 17 Crystal River Nuclear Plant K-19 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-19. Link-Node Analysis Network - Grid 18 Crystal River Nuclear Plant K-20 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

ArWaldron 63 Zon 3~Po, StMrgnS

-l ~ Nt' Wypa

~ e ig S.W

~~01 O~.,.~W elsoS I,

-W ~ 6,wL 4 Fidg .1 S -

RLWS sr I

W S .fc WrCletoso 5 jj Wh InSd5kt A'-~

-V4"6et WLosn W~Toll tSf WPso i S'i 9ASt 1-); el.gw hogos S

• 261 WDuh St ~ ~

011,~~s. W terU'.HW~mS-

,

I St 9/ W hopSat/O 102' oge Zone I

/

G Mane Ct ~ f j oehgnSIn

-~ lS N

W~ot, PCt W t oS WOPS VV .. ~ s St_ ___ __ __Or SW LOP"'eo 64 1  ! a

• _ Sampl Lsn Emrl 0., DI 4WS1 NýiOh

'5 - ' N Tr~o62 333 92 fi I

Zone~~~Mao fil Ines Grd m_______

Figure K-20. Link-Node Analysis Network - Grid 19 K-2 1 KLD Engineering, P.C.

Crystal River Nuclear Plant K-21 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-21. Link-Node Analysis Network - Grid 20 Crystal River Nuclear Plant K-22 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-22. Link-Node Analysis Network - Grid 21 KLD Engineering, P.C.

Crystal River Nuclear Plant K-23 K-23 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-23. Link-Node Analysis Network - Grid 22 Crystal River Nuclear Plant K-24 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

4' w u

103/1 03W O- tre 6 5?

330 St\aI hS St~ No St Sh2d 12 401 0ojA St TOSeC6yfoIet Zon I---- A P.t~

St7'034 SS f--332?ii 9t~1~* 340 No tS SteS

~ >N7 ' -365Th St SW R,, f03orl- Rdt ' ~ l1

• s3 G r i~ V: WM.D Gad U, W G N ClubSt 33.0 33 L~~5 W1 o% R336h, 35 W ShL.0 c W Hpl-SgOod St 'S

-'7'% WW6,t W3 2 323 T, .0 W Vit3Oyor 373250303

-~ 3%

0een .ýYp RPEvcato im stm t Zone index Gri Figure K-24. Link-Node Analysis Network - Grid 23 Crystal River Nuclear Plant K-25 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

WGoI St W'. H, [) zi ZRtY

"' _' A W El Wpa>

""I.s~s 207. $'i i Boen.,! V, WA61 NeW WSt. ,

w Par'in;W I 289.,2 - I 218 W 1 'ickni]Kellinn Bhnt Bime.Flodncl s!4 W~lt, Slin Woinod, Or WSA,~ 29.

B WAngqisOr 41 B 's 340 z.ih,~ WBRange St lW"pi,nq iný he- C fI' nO al' LaLn , 6 291 ir 43220 tiW N 243 B St/

WZggy SI~- in A

~~~ B ~ ~ He. cAlle SI W LOti St ann Oak LWL St St .

W~ina St WAntoch La S 229s W Suerse St 4 44 W Ad.,i~ t1 235 'ýSneon nR 244~ WFI nnitnyLn , 45 in5 B in W MR. StB I 230 B Bý St WL. W CBoyot 0 S F'tACl P St B Ann Ln 4'P~nit lB Old Q)I R o 4 W SantdyH-illSt ~

WBSena,-nuSt

'B 232 231 li*- - - fto -

233 82331 V Whit, 4911

/ ~A-W Ve' WVitluto~n St 0.

T~ad2 In I WBAppnnaffottaLx WB Petrnm-Ino~fti W Henntgn5D La FS WK~ /

2ý SCarntage Tenr tTrail 4

Bt 234t B r 308ý1 11n.

tCRNP .

Legen Evacuation Time Estimate

• 6

-1po CRNP Node Link

• Shadow Region 2,5, 10, 15 Mile Rings Water

jr 0 nd Link-Node Analysis Network Figures IM ,***,

=**

24 I*Zone index Grid a 0.5 Figure K-25. Link-Node Analysis Network - Grid 24 K-26 KID Engineering, P.C.

Crystal River Nuclear Plant K-26 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

E Monrnngstar< E Rtdgefield D, o E~ EE St N

NE E Get F~xOf FKah. $I E Lo E~HEobartEr, E Evly M. E Beatarno, St Z St ErSh-axt Ct E Joanu~ Ct EE ~ C oE~rt S E TaraCt Z EA cEkley St EF E So,ntoE CtF N N hx,-.r StN Etxsly Ct ~F~o, UNA.

AteaA0 AneakD E Hay-s E Ray St E

Wrd,,, St NafdS W Keller St E Keanr W bborty St W Maswc,,dotset St W N~tfora St 25 EAIAEqg0 D;

F S flgeor t-t, 0

E Raccoon, Ct Tret 2 E Doe Ct E Fox Ct Figure K-26. Link-Node Analysis Network - Grid 25 Crystal River Nuclear Plant K-27 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

-q ,~ .-. ' I

~() k K{ 0'~

is

)~-J ~ Sc-,

( -

(~. C,-,

t,* ,ý, 1-,ý N iN 7 S

~r

-'---V

-~ Thf-

'~Li) 16"' 'N

-~

EA.t

~Rra7 Rd C) EdoHM C---

r. ,Masado. Ct Vr 270 61<-

-'L,'- C C -,

E6 r-- E S,t 4

0

\ ~~r-Z N KC, f-.,ShradyA~rms Or EThrngetoLnI ( LK G6.N- or ' -o I fay St a xTyie (V J as,,

-- 0 V&

OtON H- St S e 11<

'Wr MadrS EGO, E 'Lake~

E -

urea~ a S a a Forest St , W~etf A ~-~~61--~

.5 a St Qt:-

S ~~ ~~s IFaatt

~--

C

~.,, '-Ha' oreIs Sir I-4N ~ so SI o

o ~C~at Dr

& 1/2' S

Legend *iyvnap CRNP Evacuation Time Estimate

• ReionLink-Node c~JP hado Analysis Network Figures a Node - 2, 5, 10, 15 M ile Rings Grid 26

-b-, Unk Water Zone Index Grid 0. . .5 'Mi..

Figure K-27. Link-Node Analysis Network - Grid 26 K-28 KLD Engineering, P.C.

Crystal River Nuclear Plant K-28 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Figure K-28. Link-Node Analysis Network - Grid 27 KID Engineering, P.C.

Crystal River Nuclear Plant K-29 K-29 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

w23 Vee~~  % J 325 .r D2I ~ S~

Zevot tf.1 Y~26:

WgSionDr WLogfello A 1.

~ 2 ~otAil~S r 316 C

4

'-I 314 \\ 5' i~ rK7

~ie Di

- ~J~33 'N~

F 15 296 2 AS4 319 0.

/2:~~ k. *-b#----PPR~~ 4

/7 - - 295 WGroer Cleve -id Bivd W

'53011 NDovrS

\O W p W G~oe St St w ,b 297 wr~

P"w 5

( ~ ~ 7 ~300 2929> 0,8307 f1f305 306 " 301 (K 7 VbnA -O S

0 54le' 8304 Legend ;v. PEauto ieEtmt

• CRNP Shadow Region

• Node 2, 5,10, 15 Mile Rings /

l Link WaterGrd2 1

C. Zone []index Grid ___________

Figure K-29. Link-Node Analysis Network - Grid 28 KID Engineering, P.C.

Crystal River Nuclear Plant K-30 K-30 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

/

'/

/

0

'9 Wche' Cl 5312 W Sob '9 WCIISIll4LIW Wlloppo-li~lSt WW tI~ W H.-n11I Cl W WarblerISt II Grid W Foow,129 W WoodthrushlSt 5.5 '9 0 W '9IeobOml St W Gl-~ St 59

.5I WField St W CL W OeS-Y LII '9 KovckerLII

'9 '9 S S S

'9 S CRNP Evacuation Time Estimate Link-Node Analysis Network Figures Grid 29 0 0i5

, s Figure K-30. Link-Node Analysis Network - Grid 29 K-3 1 KID Engineering, P.C.

Crystal River Nuclear Plant K-31 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table K-i. Evacuation Roadway Network Characteristics Up Don Lane6 Shole Flo Flow.

Strea Strea Lengt No of Wit Width Rat Spee Grid CEDAR HAMMOCK 1 1 56 ACCESS ROAD COLLECTOR 4099 1 12 1 1700 40 14 CEDAR HAMMOCK 2 1 276 ACCESS ROAD COLLECTOR 2830 1 12 1 1700 40 14 3 2 27 SE HIGHWAY 19 COLLECTOR 3220 1 12 1 1900 60 10 4 2 266 STATE HWY 121 COLLECTOR 4007 1 12 1 1700 40 10 5 3 4 US 19 MINOR ARTERIAL 10841 2 12 1 1750 60 23 6 3 314 Us 19 COLLECTOR 3749 2 12 1 1900 60 28 7 4 3 US 19 COLLECTOR 10841 2 12 1 1900 60 23 8 4 5 US 19 MINOR ARTERIAL 3885 2 12 1 1750 60 23 9 5 4 US 19 MINOR ARTERIAL 3885 2 12 1 1750 60 23 10 5 6 US 19 MINOR ARTERIAL 3181 2 12 1 1750 60 23 11 5 36 W VENABLE ST COLLECTOR 2814 1 12 1 1700 55 23 12 6 5 US 19 MINOR ARTERIAL 3181 2 12 1 1750 60 23 13 6 7 US 19 MINOR ARTERIAL 3378 2 12 1 1750 60 23 14 7 6 US 19 MINOR ARTERIAL 3378 2 12 1 1750 60 23 15 7 346 US 19 MAJOR ARTERIAL 1144 3 12 1 1750 50 23 16 8 9 US 19 MAJOR ARTERIAL 2665 3 12 1 1750 50 23 17 8 346 US 19 MAJOR ARTERIAL 1881 3 12 1 1750 50 23 18 9 8 US 19 MAJOR ARTERIAL 2665 3 12 1 1750 50 23 19 9 47 SH 44 COLLECTOR 3713 2 12 1 1900 50 23 20 9 89 US 98 MINOR ARTERIAL 1340 2 12 1 1750 40 23 21 10 11 US 98 COLLECTOR 2391 2 12 1 1900 50 23 22 10 89 US 98 MINOR ARTERIAL 1386 2 12 1 1750 40 23 Crystal River Nuclear Plant K-32 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table K-1. Evacuation Roadway Network Characteristics Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl) (mph) Number CEDAR HAMMOCK 1 1 56 ACCESS ROAD COLLECTOR 4099 I 12 1 1700 40 14 CEDAR HAMMOCK 2 1 276 ACCESS ROAD COLLECTOR 2830 1 12 1 1700 40 14 3 2 27 SE HIGHWAY 19 COLLECTOR 3220 1 12 1 1900 60 10 4 2 266 STATE HWY 121 COLLECTOR 4007 1 12 1 1700 40 10 5 3 4 Us 19 MINOR ARTERIAL 10841 2 12 1 1750 60 23 6 3 314 US 19 COLLECTOR 3749 2 12 1 1900 60 28 7 4 3 US 19 COLLECTOR 10841 2 12 1 1900 60 23 8 4 5 US 19 MINOR ARTERIAL 3885 2 12 1 1750 60 23 9 5 4 US 19 MINOR ARTERIAL 3885 2 12 1 1750 60 23 10 5 6 US 19 MINOR ARTERIAL 3181 2 12 1 1750 60 23 11 5 36 W VENABLE ST COLLECTOR 2814 1 12 1 1700 55 23 12 6 5 US 19 MINOR ARTERIAL 3181 2 12 1 1750 60 23 13 6 7 US 19 MINOR ARTERIAL 3378 2 12 1 1750 60 23 14 7 6 US 19 MINOR ARTERIAL 3378 2 12 1 1750 60 23 15 7 346 US 19 MAJOR ARTERIAL 1144 3 12 1 1750 50 23 16 8 9 US 19 MAJOR ARTERIAL 2665 3 12 1 1750 50 23 17 8 346 US 19 MAJOR ARTERIAL 1881 3 12 1 1750 50 23 18 9 8 US 19 MAJOR ARTERIAL 2665 3 12 1 1750 50 23 19 9 47 SH 44 COLLECTOR 3713 2 12 1 1900 50 23 20 9 89 Us 98 MINOR ARTERIAL 1340 2 12 1 1750 40 23 21 10 11 US 98 COLLECTOR 2391 2 12 1 1900 50 23 22 10 89 US 98 MINOR ARTERIAL 1386 2 12 1 1750 40 23 Crystal River Nuclear Plant K-32 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Sauato Fre 23 11 10 US 98 MINOR ARTERIAL 2391 2 12 1 1 1750 40 23 24 11 12 US 98 MINOR ARTERIAL 2280 2 12 1 1750 50 23 25 12 11 US 98 COLLECTOR 2280 2 12 1 1900 50 23 26 12 345 US 98 MAJOR ARTERIAL 1526 3 12 1 1750 50 23 27 13 58 US 98 COLLECTOR 8905 2 12 1 1900 50 19 28 13 345 US 98 MINOR ARTERIAL 1248 2 12 1 1750 50 23 29 14 15 US 98 MAJOR ARTERIAL 3971 3 12 1 1750 65 19 30 14 58 us 98 COLLECTOR 9487 2 12 1 1900 65 19 31 15 14 US 98 MINOR ARTERIAL 3971 2 12 1 1750 65 19 32 15 16 US 98 MINOR ARTERIAL 2081 2 12 1 1750 65 19 33 15 95 CR 488 COLLECTOR 4312 1 12 1 1700 55 19 34 16 15 US 98 MAJOR ARTERIAL 2081 3 12 1 1750 65 19 35 16 17 us 98 COLLECTOR 14842 2 12 1 1900 65 19 36 17 16 US 98 MINOR ARTERIAL 14842 2 12 1 1750 65 19 37 17 63 US 98 COLLECTOR 2199 2 12 1 1900 65 13 38 18 19 US 98 MINOR ARTERIAL 3768 2 12 1 1750 50 13 39 18 63 US 98 COLLECTOR 2502 2 12 1 1900 65 13 40 19 18 US 98 COLLECTOR 3768 2 12 1 1900 50 13 41 19 20 US 98 COLLECTOR 3797 2 12 1 1900 55 13 42 19 331 HWY 40 COLLECTOR 7322 1 12 1 1700 40 14 43 20 19 US 98 MINOR ARTERIAL 3797 2 12 1 1750 55 13 44 20 259 US 98 COLLECTOR 5025 2 12 1 1900 65 13 45 21 22 SE HIGHWAY 19 COLLECTOR 3168 2 12 1 1900 70 14 46 21 259 US 98 COLLECTOR 5195 2 12 1 1900 70 14 47 22 21 SE HIGHWAY 19 COLLECTOR 3168 2 12 1 1900 70 14 Crystal River Nuclear Plant K-33 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Saturation Free Up Don Lan Shule Flow Flo Strea Strea Len.t No of Widt Wit Rat Spe Gri 48 22 23 1US 98 COLLECTOR 8923 2 12 1 1900 70 14 49 23 22 US 98 COLLECTOR 8923 2 12 1 1900 70 14 50 23 24 SE HIGHWAY 19 COLLECTOR 1457 2 12 1 1900 70 10 51 24 23 SE HIGHWAY 19 COLLECTOR 1457 2 12 1 1900 70 10 52 24 25 SE HIGHWAY 19 COLLECTOR 1725 2 12 1 1900 70 10 53 25 24 SE HIGHWAY 19 COLLECTOR 1725 2 12 1 1900 70 10 54 25 26 US 98 COLLECTOR 19360 2 12 1 1900 70 10 55 26 2 SE HIGHWAY 19 COLLECTOR 3937 1 12 1 1700 40 10 56 26 25 US 98 COLLECTOR 19360 2 12 1 1900 70 10 57 26 27 SE HIGHWAY 19 MINOR ARTERIAL 6206 2 12 1 1700 60 10 58 27 26 SE HIGHWAY 19 COLLECTOR 6206 2 12 1 1900 60 10 59 27 28 SE HIGHWAY 19 COLLECTOR 12680 2 12 1 1900 60 9 60 28 27 SE HIGHWAY 19 COLLECTOR 12680 2 12 1 1900 60 9 61 28 29 SE HIGHWAY 19 COLLECTOR 7433 2 12 1 1900 60 5 62 29 28 SE HIGHWAY 19 COLLECTOR 7433 2 12 1 1900 60 5 63 29 30 SE HIGHWAY 19 COLLECTOR 2660 2 12 1 1900 60 5 64 30 29 SE HIGHWAY 19 COLLECTOR 2660 2 12 1 1900 60 5 65 30 31 SE HIGHWAY 19 COLLECTOR 7395 2 12 1 1900 60 5 66 31 30 SE HIGHWAY 19 COLLECTOR 7395 2 12 1 1900 60 5 67 31 32 SE HIGHWAY 19 COLLECTOR 10521 2 12 1 1900 60 5 68 32 31 SE HIGHWAY 19 COLLECTOR 10521 2 12 1 1900 60 5 69 32 33 SE HIGHWAY 19 COLLECTOR 10036 2 12 1 1900 60 5 70 33 32 SE HIGHWAY 19 COLLECTOR 10036 2 12 1 1900 60 5 71 33 34 US HWY 19 COLLECTOR 8341 2 12 1 1900 60 1 72 34 33 US HWY 19 COLLECTOR 8341 2 12 1 1900 60 1 Rev. 1 Crystal River Nuclear Plant K-34 KLD Engineering, P.C.

Evacuation Time Estimate Evacuation Time Estimate Rev. 1

73 35 4 W OZELLA TRAIL COLLECTOR 7486 1 12 1 1750 45 23 74 36 5 W VENABLE ST COLLECTOR 2814 1 12 1 1750 55 23 75 36 48 W VENABLE ST COLLECTOR 6728 1 12 1 1700 60 23 W FORT ISLAND 76 37 7 TRAIL COLLECTOR 4254 1 12 1 1750 40 23 77 38 8 SE KINGS BAY DR COLLECTOR 1856 1 12 1 1750 40 23 78 39 6 W LOPEZ LN COLLECTOR 1499 1 12 1 1750 40 23 79 40 10 CR 495 COLLECTOR 1062 1 12 1 1750 40 23 80 40 42 CRYSTAL ST COLLECTOR 4591 1 12 1 1700 40 23 81 41 40 CR 495 COLLECTOR 3540 1 12 1 1700 50 23 82 42 40 CRYSTAL ST COLLECTOR 4591 1 12 1 1700 40 23 83 42 47 CRYSTAL ST COLLECTOR 2172 1 12 1 1700 40 23 84 43 45 SH 44 MINOR ARTERIAL 5440 2 12 1 1750 50 24 85 43 220 CR 486 MINOR ARTERIAL 7350 2 12 1 1700 45 24 N DUNKENFIED 86 43 339 AVE COLLECTOR 526 1 12 1 1700 40 24 N DUNKENFIED 87 44 48 AVE COLLECTOR 5319 1 12 1 1700 40 24 N ROCK CRUSHER 88 45 46 ROAD COLLECTOR 7352 1 12 1 1750 50 24 89 45 235 SH 44 COLLECTOR 5698 2 12 1 1900 50 24 N ROCK CRUSHER 90 46 45 ROAD COLLECTOR 7495 1 12 1 1750 40 24 S ROCK CRUSHER 91 46 49 RD COLLECTOR 3671 1 12 1 1700 50 24 92 47 9 SH 44 COLLECTOR 3713 1 12 1 1750 50 23 Crystal River Nuclear Plant K-35 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Up Don Lan Shule Flow Flo Stra Stra Lengt No of Width Widt Rat Spe Grid 93 47 343 1SH 44 MINOR ARTERIAL 759 2 12 1 1750 50 23 94 48 36 W VENABLE ST COLLECTOR 6728 1 12 1 1700 50 23 W SEVEN RIVERS 95 48 46 DR COLLECTOR 4582 1 12 1 1750 50 24 S ROCK CRUSHER 96 49 50 RD COLLECTOR 1434 1 12 1 1700 50 24 S ROCK CRUSHER 97 50 51 RD COLLECTOR 6111 1 12 1 1700 50 24 S ROCK CRUSHER 98 51 308 RD COLLECTOR 1708 1 12 1 1750 55 29 W FORT ISLAND 99 52 37 TRAIL COLLECTOR 3211 1 12 1 1700 50 23 W FORT ISLAND 100 53 52 TRAIL COLLECTOR 5084 1 12 1 1700 50 23 W FORT ISLAND 101 54 53 TRAIL COLLECTOR 5981 1 12 1 1700 50 23 W FORT ISLAND 102 55 54 TRAIL COLLECTOR 6563 1 12 1 1700 50 23 CEDAR HAMMOCK 103 56 61 ACCESS ROAD COLLECTOR 3798 1 12 1 1700 40 14 CEDAR HAMMOCK 104 57 79 ACCESS ROAD COLLECTOR 4048 1 12 1 1700 40 14 105 58 13 US 98 MINOR ARTERIAL 8905 2 12 1 1750 50 19 106 58 14 US 98 MINOR ARTERIAL 9487 2 12 1 1750 65 19 107 59 96 N CAVEWOOD AVE LOCAL ROAD 1305 1 12 1 1350 30 19 108 60 95 CR 488 COLLECTOR 7846 1 12 1 1700 55 19 109 60 99 CR 488 COLLECTOR 7534 1 12 1 1700 55 19 KLD Engineering, P.C.

Crystal River Nuclear Plant K-36 K-36 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Stream Strea Legt No o.f Widt Wit Sate Spe Gri CEDAR HAMMOCK 110 61 23 ACCESS ROAD COLLECTOR 2644 1 12 1 1700 40 14 111 62 102 CR 495 COLLECTOR 7141 1 12 1 1700 50 19 112 62 103 CR 495 COLLECTOR 9352 1 12 1 1700 60 19 113 63 17 US 98 COLLECTOR 2199 2 12 1 1900 65 13 114 63 18 US 98 COLLECTOR 2502 2 12 1 1900 65 13 W EMERALD OAK 115 64 62 DR COLLECTOR 2151 1 12 1 1700 40 19 116 70 19 HWY 40 COLLECTOR 2014 1 12 1 1750 40 13 BEVERLY HILLS 117 71 208 BLVD COLLECTOR 2680 1 12 1 1700 40 21 W ROOSEVELT 118 72 209 BLVD COLLECTOR 2884 1 12 1 1700 40 25 119 73 156 N ELKCAM BLVD COLLECTOR 3111 1 12 1 1700 40 20 CEDAR HAMMOCK 120 79 21 ACCESS ROAD COLLECTOR 3883 1 12 1 1700 40 14 CEDAR HAMMOCK 121 88 1 ACCESS ROAD COLLECTOR 972 1 12 1 1700 40 14 122 89 9 US 98 MINOR ARTERIAL 1340 2 12 1 1750 40 23 123 89 10 US 98 MINOR ARTERIAL 1386 2 12 1 1750 40 23 124 90 89 NE3RDAVE COLLECTOR 675 1 12 1 1750 40 23 125 91 12 NW 6TH AVE COLLECTOR 893 1 12 1 1750 40 23 126 92 13 NW 19TH ST COLLECTOR 2343 1 12 1 1750 40 23 127 93 13 N TURKEY OAK DR COLLECTOR 2067 1 12 1 1750 40 23 128 93 41 N TURKEY OAK DR COLLECTOR 2310 1 12 1 1750 40 23 129 94 16 N BASSWOOD RD COLLECTOR 6709 1 12 1 1750 40 19 Crystal River Nuclear Plant K-37 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

SS. S Saturation Free 130 95 15 CR 488 COLLECTOR 4254 1 12 1 1750 55 19 I 131 95 60 CR 488 COLLECTOR 7846 1 12 1 1700 55 19 132 96 94 W RIVERWOOD DR COLLECTOR 7835 1 12 1 1700 45 19 133 96 97 W RIVERWOOD DR COLLECTOR 2851 1 12 1 1575 35 19 134 97 98 W RIVERWOOD DR COLLECTOR 9641 1 12 1 1700 40 14 135 98 99 N NORTHCUT AVE COLLECTOR 7040 1 12 1 1700 45 14 136 99 60 CR 488 COLLECTOR 7534 1 12 1 1700 55 19 137 99 100 CR 488 COLLECTOR 6270 1 12 1 1750 55 19 138 100 101 CR 495 COLLECTOR 10299 1 12 1 1750 50 19 139 100 242 W DUNNELLON RD COLLECTOR 10091 1 12 1 1700 50 15 140 101 100 CR 495 COLLECTOR 10598 1 12 1 1750 40 19 141 101 102 CR 495 COLLECTOR 3606 1 12 1 1700 50 19 142 101 241 W DUNKLIN ST COLLECTOR 8241 1 12 1 1700 45 20 143 102 62 CR 495 COLLECTOR 7142 1 12 1 1700 40 19 144 102 101 CR 495 COLLECTOR 3606 1 12 1 1750 50 19 145 103 41 CR 495 COLLECTOR 5738 1 12 1 1750 50 19 146 104 32 COUNTY ROAD 326 COLLECTOR 3273 1 12 1 1700 50 5 147 105 104 COUNTY ROAD 326 COLLECTOR 6827 1 12 1 1700 60 5 148 106 105 COUNTY ROAD 326 COLLECTOR 5886 1 12 1 1700 60 5 149 107 271 COUNTY HWY 326 COLLECTOR 4850 1 12 1 1700 60 1 150 108 273 COUNTY HWY 326 COLLECTOR 3059 1 12 1 1700 60 2 SE COUNTY ROAD 151 109 142 337 COLLECTOR 8058 1 12 1 1700 60 2 SE COUNTY ROAD 152 110 109 337 COLLECTOR 10512 1 12 1 1700 60 2 Crystal River Nuclear Plant K-38 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Up Don Lane Shole Flow Flo Strea Stra Lengt No of Wit Width Rat Spee Grid SE COUNTY ROAD 153 ill 110 337 COLLECTOR 19968 1 12 1 1700 60 6 SE STATE ROAD 154 il1 125 121 COLLECTOR 5461 1 12 1 1700 60 6 SE STATE ROAD 155 111 268 121 COLLECTOR 4763 1 12 1 1700 60 6 156 112 262 CR 337 COLLECTOR 9267 1 12 1 1700 65 10 157 112 263 SE 120TH ST COLLECTOR 7919 1 12 1 1700 50 11 158 113 112 CR 337 COLLECTOR 6640 1 12 1 1700 65 11 159 114 2 CR RD 336 COLLECTOR 26001 1 12 1 1700 65 10 160 114 113 CR 337 COLLECTOR 6969 1 12 1 1700 65 10 161 115 114 CR 336 COLLECTOR 11675 1 12 1 1700 65 10 162 115 116 CR 336 COLLECTOR 9945 1 12 1 1700 60 15 163 116 117 CR 336 COLLECTOR 5538 1 12 1 1750 45 15 164 117 120 CR 40 COLLECTOR 7359 1 12 1 1700 60 15 165 118 260 HWY 40 COLLECTOR 8976 1 12 1 1700 60 15 166 118 330 HWY 40 COLLECTOR 7605 1 12 1 1700 60 14 167 119 329 HWY 40 COLLECTOR 7221 1 12 1 1700 50 14 168 119 331 HWY 40 COLLECTOR 6050 1 12 1 1700 50 14 169 120 336 CR 40 COLLECTOR 8660 1 12 1 1700 50 15 170 121 286 CR 40 COLLECTOR 2675 1 12 1 1575 35 15 SE STATE ROAD 171 122 141 121 COLLECTOR 8425 1 12 1 1700 60 3 172 123 126 SE US HIGHWAY 41 COLLECTOR 13265 2 12 1 1900 60 8 173 123 139 COUNTY HWY 326 COLLECTOR 10697 1 12 1 1700 60 4 174 123 140 SE US HIGHWAY 41 COLLECTOR 9239 2 12 1 1900 60 4 Crystal River Nuclear Plant K-39 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Up Don Lan Shule Flo FlowS Stra Strea Lengt No of Wit Widt Rat Spe Grid SE STATE ROAD 175 124 122 121 COLLECTOR 17062 1 12 1 1700 60 7 SE STATE ROAD 176 125 124 121 COLLECTOR 12224 1 12 1 1700 60 6 177 126 123 SE US HIGHWAY 41 COLLECTOR 13265 2 12 1 1900 60 8 178 126 127 SE US HIGHWAY 41 COLLECTOR 1990 2 12 1 1900 60 8 179 126 138 SE 55TH ST COLLECTOR 8260 1 12 1 1700 60 8 180 127 126 SE US HIGHWAY 41 COLLECTOR 1989 2 12 1 1900 60 8 181 127 128 SE US HIGHWAY 41 COLLECTOR 9850 2 12 1 1900 60 8 182 128 127 SE US HIGHWAY 41 COLLECTOR 9850 2 12 1 1900 60 8 183 128 129 N US HIGHWAY 41 COLLECTOR 5909 2 12 1 1900 60 8 184 129 128 N US HIGHWAY 41 COLLECTOR 5909 2 12 1 1900 60 8 185 129 130 N US HIGHWAY 41 COLLECTOR 16969 2 12 1 1900 60 12 186 129 137 W HIGHWAY 328 COLLECTOR 8168 1 12 1 1700 60 8 187 130 129 N US HIGHWAY 41 COLLECTOR 16969 2 12 1 1900 60 12 188 130 131 S US HIGHWAY 41 COLLECTOR 4974 2 12 1 1900 60 12 189 131 130 S US HIGHWAY 41 COLLECTOR 4974 2 12 1 1900 60 12 190 131 135 S US HIGHWAY 41 MINOR ARTERIAL 10100 2 12 1 1750 60 12 191 132 248 SW SEA CLIFF AVE COLLECTOR 8998 1 12 1 1700 60 11 192 133 132 SW SEA CLIFF AVE COLLECTOR 6279 1 12 1 1700 60 11 SW SOUNDVIEW 193 133 134 DR COLLECTOR 6024 1 12 1 1700 50 11 194 133 263 SW SEA CLIFF AVE COLLECTOR 6666 1 12 1 1700 50 11 SW SOUNDVIEW 195 134 133 DR COLLECTOR 5831 1 12 1 1700 50 11 196 134 247 SW RAINBOW COLLECTOR 11982 1 12 1 1700 60 11 Rev. 1 Crystal River Nuclear Plant K-40 KLD Engineering, P.C.

Time Estimate Evacuation Time Estimate Rev. 1

Sauato Fre LAKES BLVD 197 135 131 S US HIGHWAY 41 COLLECTOR 10100 2 12 1 1900 60 12 198 135 246 W HIGHWAY 40 COLLECTOR 13622 1 12 1 1700 60 12 199 135 249 S US HIGHWAY 41 COLLECTOR 4678 2 12 1 1900 60 12 200 140 123 SE US HIGHWAY 41 COLLECTOR 9239 2 12 1 1900 60 4 201 143 144 CR 41 MINOR ARTERIAL 3382 2 12 1 1750 50 15 202 143 145 CH 484 COLLECTOR 6786 1 12 1 1700 40 16 203 143 282 N WILLIAMS ST MINOR ARTERIAL 2393 2 12 1 1750 40 16 204 144 143 CR 41 MINOR ARTERIAL 3382 2 12 1 1750 50 15 205 144 151 N FLORIDA AVE COLLECTOR 4811 1 12 1 1700 60 15 206 145 245 CH 484 COLLECTOR 13079 1 12 1 1700 60 16 207 146 147 CH 484 COLLECTOR 9083 1 12 1 1700 60 17 208 148 144 CR 488 COLLECTOR 3285 1 12 1 1750 45 15 209 149 148 CR 488 COLLECTOR 6108 1 12 1 1700 50 15 210 150 149 CR 488 COLLECTOR 9289 1 12 1 1700 55 15 211 151 144 N FLORIDA AVE COLLECTOR 4811 1 12 1 1750 60 15 212 151 152 CR 41 COLLECTOR 7102 1 12 1 1750 60 16 213 151 177 CR 39 COLLECTOR 4440 1 12 1 1700 60 16 214 152 151 CR 41 COLLECTOR 7102 1 12 1 1700 60 16 215 152 153 CR 41 COLLECTOR 6925 1 12 1 1700 60 21 216 152 178 CITRUS BLVD COLLECTOR 2450 1 12 1 1575 35 16 217 153 152 CR 41 COLLECTOR 6925 1 12 1 1750 60 21 W COUNTRY CLUB 218 153 179 BLVD COLLECTOR 6310 1 12 1 1700 40 21 219 153 342 CR 41 COLLECTOR 832 1 12 1 1700 60 21 P.C.1 KLD Engineering,Rev.

Crystal River Plant Nuclear Plant River Nuclear K-41 KLD Engineering, P.C.

Evacuation Time Estimate Time Estimate Rev. 1

Up Don Lan Shule Flo Flow Strea Strea Lengt No of Widt Wit Rat Spe Gri 220 154 73 1 N ELKCAM BLVD I COLLECTOR 2960 I 12 1 1700 40 15 221 154 174 DELTONA BLVD COLLECTOR 3346 1 12 1 1700 45 15 222 155 152 CITRUS BLVD COLLECTOR 4524 1 12 1 1750 35 16 223 155 158 DELTONA BLVD COLLECTOR 5286 1 12 1 1700 50 21 224 156 175 CITRUS BLVD COLLECTOR 4029 1 12 1 1700 50 20 W COUNTRY CLUB 225 157 158 BLVD COLLECTOR 4641 1 12 1 1700 40 20 W COUNTRY CLUB 226 158 167 BLVD COLLECTOR 2687 1 12 1 1700 40 21 227 159 157 GOLFVIEW DR COLLECTOR 3142 1 12 1 1700 40 20 228 160 159 GOLFVIEW DR COLLECTOR 4520 1 12 1 1700 40 20 229 160 161 N ELKCAM BLVD COLLECTOR 2654 1 12 1 1700 50 20 230 161 162 W CITRUS BLVD COLLECTOR 4357 1 12 1 1700 50 20 231 161 198 N ELKCAM BLVD COLLECTOR 5277 1 12 1 1700 50 20 232 162 163 W CITRUS BLVD COLLECTOR 4197 1 12 1 1700 50 21 233 163 164 W CITRUS BLVD COLLECTOR 3477 1 12 1 1700 55 21 234 164 166 E CITRUS BLVD COLLECTOR 3587 1 12 1 1700 55 21 235 164 195 DELTONA BLVD COLLECTOR 4886 1 12 1 1700 50 21 236 165 158 DELTONA BLVD COLLECTOR 4355 1 12 1 1700 50 21 237 165 164 DELTONA BLVD COLLECTOR 4535 1 12 1 1700 50 21 238 166 190 E CITRUS BLVD COLLECTOR 2164 1 12 1 1700 50 21 W COUNTRY CLUB 239 167 153 BLVD COLLECTOR 1598 1 12 1 1700 40 21 W CITRUS SPRINGS 240 168 161 BLVD COLLECTOR 2533 1 12 1 1700 50 20 241 169 168 W CITRUS SPRINGS COLLECTOR 4382 1 12 1 1700 50 20 Rev. 1 Crystal River Nuclear Plant K-42 KLD Engineering, P.C.

Evacuation Time Evacuation Estimate Time Estimate Rev. 1

6~Sauato .S. FreeS BLVD W CITRUS SPRINGS 242 170 169 BLVD COLLECTOR 4289 1 12 1 1700 50 20 N CITRUS SPRINGS 243 170 171 BLVD COLLECTOR 4593 1 12 1 1700 50 20 N CITRUS SPRINGS 244 171 156 BLVD COLLECTOR 4429 1 12 1 1700 50 20 245 172 160 N ELKCAM BLVD COLLECTOR 4644 1 12 1 1700 50 20 246 172 337 N ELKCAM BLVD COLLECTOR 1958 1 12 1 1700 50 20 247 173 166 PITCARIN WAY LOCAL ROAD 4313 1 12 1 1350 30 21 248 173 167 PITCARIN WAY LOCAL ROAD 4011 1 12 1 1350 30 21 249 174 155 DELTONA BLVD COLLECTOR 3269 1 12 1 1700 50 20 250 175 155 CITRUS BLVD COLLECTOR 2958 1 12 1 1700 50 20 251 175 338 CLUBHOUSE BLVD LOCAL ROAD 728 1 12 1 1350 30 20 252 176 154 N ELKCAM BLVD COLLECTOR 3802 1 12 1 1700 40 15 253 177 180 CR 39 COLLECTOR 7108 1 12 1 1700 60 16 N CITRUS SPRINGS 254 178 177 BLVD COLLECTOR 5547 1 12 1 1700 40 16 255 178 179 N ATHENIA DR COLLECTOR 4979 1 12 1 1700 40 16 W COUNTRY CLUB 256 179 180 BLVD COLLECTOR 1807 1 12 1 1700 40 16 257 179 182 N ATHENIA DR COLLECTOR 2868 1 12 1 1700 40 16 258 180 181 CR 39 COLLECTOR 5933 1 12 1 1700 60 16 259 181 192 CR 39 COLLECTOR 5024 1 12 1 1700 60 21 260 182 183 N ATHENIA DR COLLECTOR 2976 1 12 1 1700 40 21 261 183 184 N ATHENIA DR COLLECTOR 3976 1 12 1 1700 40 21 Crystal River Nuclear Plant K-43 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Stea Stea Legt No. of Width Witae Sed Gi Link

1. S Node Nod Rod a Nam Roawa Typ (ft. Lae (f. (f. (5 (mh Nm e 262 184 181 E CITRUS BLVD COLLECTOR 3290 1 12 1 1700 50 21 263 185 184 E CITRUS BLVD COLLECTOR 1855 1 12 1 1700 50 21 264 186 185 E CITRUS BLVD COLLECTOR 3073 1 12 1 1700 50 21 265 187 186 N DAWN WAY COLLECTOR 2811 1 12 1 1700 40 21 266 187 188 N ELIDA AVE COLLECTOR 3823 1 12 1 1700 40 21 267 188 186 E CITRUS BLVD COLLECTOR 2266 1 12 1 1700 50 21 268 188 190 E CITRUS BLVD COLLECTOR 2165 1 12 1 1700 50 21 269 189 187 N DAWN WAY COLLECTOR 2733 1 12 1 1700 40 21 270 190 188 E CITRUS BLVD COLLECTOR 2164 1 12 1 1700 50 21 271 190 191 CR 41 COLLECTOR 5554 1 12 1 1750 60 21 272 190 342 CR 41 COLLECTOR 7421 1 12 1 1700 60 21 273 191 190 CR 41 COLLECTOR 5554 1 12 1 1700 60 21 274 191 194 N LECANTO HWY COLLECTOR 8449 1 12 1 1700 50 21 275 191 224 CR 41 COLLECTOR 9342 1 12 1 1700 60 21 276 192 193 CR 39 COLLECTOR 4921 1 12 1 1700 60 21 277 195 191 CR 491 COLLECTOR 7420 1 12 1 1750 50 21 278 195 196 CR 491 COLLECTOR 5739 1 12 1 1700 60 21 279 196 195 CR 491 COLLECTOR 5739 1 12 1 1700 60 21 280 196 205 CR 491 COLLECTOR 3570 1 12 1 1700 55 21 W HAMPSHIRE 281 197 196 BLVD COLLECTOR 5733 1 12 1 1700 50 21 W HAMPSHIRE 282 198 197 BLVD COLLECTOR 6221 1 12 1 1700 50 20 283 198 275 N ELKCAM BLVD COLLECTOR 4222 1 12 1 1700 50 20 W HAMPSHIRE 284 199 198 BLVD COLLECTOR 8806 1 12 1 1700 50 20 Crystal River Nuclear Plant K-44 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Sauato Fre Up Down Lan Shole Flo Flow Stem Sra egh N.o it Wit Rat Speed Gri Link

1. 5 Node Nod Roadwa Roda Typ Sam (f.Sae f. p ) (p) N me 285 199 200 1 N HAZELWOOD DR I COLLECTOR 2123 1 12 1 1700 40 20 286 200 201 N FLAGSTAFF AVE COLLECTOR 3566 1 12 1 1700 50 20 W PINE RIDGE 287 201 202 BLVD COLLECTOR 7313 1 12 1 1700 50 20 W PINE RIDGE 288 201 223 BLVD COLLECTOR 4647 1 12 1 1700 50 20 W PINE RIDGE 289 202 203 BLVD COLLECTOR 4414 1 12 1 1700 40 20 290 202 216 N ELKCAM BLVD COLLECTOR 4375 1 12 1 1700 50 20 W PINE RIDGE 291 203 204 BLVD COLLECTOR 5287 1 12 1 1700 40 20 292 204 206 CR 491 COLLECTOR 1804 2 12 1 1900 50 21 293 205 196 CR 491 COLLECTOR 3570 1 12 1 1700 55 21 294 205 204 CR 491 COLLECTOR 2350 1 12 1 1700 40 21 N FOREST RIDGE 295 205 211 BLVD COLLECTOR 4415 2 12 1 1900 50 21 BEVERLY HILLS 296 206 71 BLVD COLLECTOR 2217 1 12 1 1700 40 21 297 206 287 CR 491 COLLECTOR 2039 2 12 1 1900 50 20 W ROOSEVELT 298 207 72 BLVD COLLECTOR 2336 1 12 1 1700 40 24 299 207 288 CR 491 MAJOR ARTERIAL 1579 3 12 1 1900 50 24 300 208 209 S OSCEOLA ST COLLECTOR 2537 1 12 1 1700 40 25 W ROOSEVELT 301 209 210 BLVD COLLECTOR 3557 1 12 1 1750 40 25 N FOREST RIDGE 302 210 212 BLVD MINOR ARTERIAL 4245 2 12 1 1750 50 25 Crystal River Nuclear Plant K-45 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Up Don Lan Shole Flo Flow Strea Strea Legt No of. Widt Wit Rat Spe Gri N FOREST RIDGE 303 211 210 BLVD MINOR ARTERIAL 6221 2 12 1 1750 45 25 304 212 213 CR 486 COLLECTOR 6649 2 12 1 1900 50 25 305 212 226 CR 486 COLLECTOR 6851 2 12 1 1900 50 25 306 213 212 CR 486 MINOR ARTERIAL 6653 2 12 1 1750 50 25 307 213 214 CR 486 COLLECTOR 6150 1 12 1 1750 35 24 308 214 213 CR 486 COLLECTOR 6562 1 12 1 1575 35 24 309 214 291 CR 491 COLLECTOR 953 1 12 1 1700 50 24 310 215 290 CR 491 COLLECTOR 817 2 12 1 1900 50 24 311 216 215 W MUSTANG BLVD COLLECTOR 6664 1 12 1 1750 45 20 312 217 216 W MUSTANG BLVD COLLECTOR 5766 1 12 1 1700 45 20 313 217 218 W MUSTANG BLVD COLLECTOR 5231 1 12 1 1700 45 24 314 218 219 W MUSTANG BLVD COLLECTOR 6084 1 12 1 1700 45 24 W PINE RIDGE 315 219 220 BLVD COLLECTOR 5419 1 12 1 1700 50 24 316 220 243 CR 486 COLLECTOR 6684 1 12 1 1700 55 24 W PINE RIDGE 317 221 219 BLVD COLLECTOR 5719 1 12 1 1700 50 24 W PINE RIDGE 318 222 221 BLVD COLLECTOR 3894 1 12 1 1700 50 20 W PINE RIDGE 319 223 222 BLVD COLLECTOR 4286 1 12 1 1700 50 20 320 224 191 CR 41 COLLECTOR 9342 1 12 1 1750 60 21 321 224 225 CR 41 COLLECTOR 9434 1 12 1 1700 60 21 322 225 224 CR 41 COLLECTOR 9434 1 12 1 1700 60 21 323 225 278 CR 41 COLLECTOR 9889 1 12 1 1750 40 25 Crystal River Nuclear Plant K-46 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Saturation Free Up- Down- Lane Shoulder Flow Flow Stream Stream Length No. of Width Width Rate Speed Grid Link # Node Node Roadway Name Roadway Type (ft.) Lanes (ft.) (ft.) (pcphpl) (mph) Number 324 226 227 1CR 486 COLLECTOR 5380 2 12 1 1900 50 25 325 227 277 CR 486 COLLECTOR 8426 2 12 1 1900 50 25 326 229 230 CR 491 COLLECTOR 4182 1 12 1 1700 50 24 327 230 292 CR 491 COLLECTOR 5257 1 12 1 1700 50 24 W GULF TO LAKE 328 231 233 HWY COLLECTOR 5353 2 12 1 1900 50 24 329 231 234 CR 491 COLLECTOR 8069 2 12 1 1900 60 24 330 232 231 SH 44 MINOR ARTERIAL 3083 2 12 1 1750 50 24 331 234 310 CR 491 MINOR ARTERIAL 9345 2 12 1 1750 60 29 332 235 244 SH 44 COLLECTOR 7131 2 12 1 1900 50 24 W HOMOSASSA 333 236 232 TRAIL COLLECTOR 9585 1 12 1 1750 50 24 334 237 125 SE 80TH ST COLLECTOR 11276 1 12 1 1700 60 7 335 237 264 SE 80TH ST COLLECTOR 18580 1 12 1 1700 60 7 336 238 124 SE 60TH ST COLLECTOR 16073 1 12 1 1700 60 7 337 238 127 SE 60TH ST COLLECTOR 21333 1 12 1 1700 40 7 338 239 122 SE 30TH ST COLLECTOR 9631 1 12 1 1700 60 3 339 239 123 SE 30TH ST COLLECTOR 19799 1 12 1 1700 60 3 340 240 170 W DUNKLIN ST COLLECTOR 5663 1 12 1 1700 50 20 341 241 240 W DUNKLIN ST COLLECTOR 8038 1 12 1 1700 60 20 342 242 150 CR 488 COLLECTOR 8940 1 12 1 1700 50 15 343 243 214 CR 486 COLLECTOR 6828 1 12 1 1750 55 24 344 244 232 SH 44 MINOR ARTERIAL 4914 2 12 1 1750 50 24 345 245 146 CH 484 COLLECTOR 15866 1 12 1 1700 60 16 346 246 135 W HIGHWAY 40 COLLECTOR 8736 1 12 1 1750 30 12 Crystal River Nuclear Plant K-47 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

347 246 136 W HIGHWAY 40 COLLECTOR 13293 1 12 1 1700 60 12 SW RAINBOW 348 247 131 LAKES BLVD COLLECTOR 11450 1 12 1 1700 60 12 349 248 130 SW 36TH ST COLLECTOR 9434 1 12 1 1700 60 12 350 249 135 S US HIGHWAY 41 MINOR ARTERIAL 4678 2 12 1 1750 60 12 351 249 250 S US HIGHWAY 41 COLLECTOR 2963 2 12 1 1900 45 12 352 250 249 S US HIGHWAY 41 COLLECTOR 2963 2 12 1 1900 45 12 353 250 251 S US HIGHWAY 41 COLLECTOR 2582 2 12 1 1900 45 16 354 251 250 S US HIGHWAY 41 COLLECTOR 2582 2 12 1 1900 45 16 355 251 252 S US HIGHWAY 41 MINOR ARTERIAL 2664 2 12 1 1750 45 16 356 252 251 S US HIGHWAY 41 COLLECTOR 2664 2 12 1 1900 45 16 357 252 253 S US HIGHWAY 41 COLLECTOR 1593 2 12 1 1900 45 16 358 253 252 S US HIGHWAY 41 MINOR ARTERIAL 1593 2 12 1 1750 45 16 359 253 280 S US HIGHWAY 41 MINOR ARTERIAL 2408 2 12 1 1750 40 16 360 254 251 SW 93RD LANE RD COLLECTOR 6545 1 12 1 1700 40 15 SW 102ND STREET 361 254 253 RD COLLECTOR 7844 1 12 1 1700 40 15 362 255 251 SW 93RD LANE RD COLLECTOR 3935 1 12 1 1700 40 16 363 255 252 SW 98TH PLACE RD COLLECTOR 4080 1 12 1 1750 40 16 SW 196TH AVENUE 364 255 256 RD COLLECTOR 5741 1 12 1 1700 40 16 SW 196TH AVENUE 365 256 249 RD COLLECTOR 3255 1 12 1 1700 40 12 366 256 250 SW 88TH PLACE RD COLLECTOR 2552 1 12 1 1700 40 12 367 257 250 SW 88TH PLACE RD COLLECTOR 5546 1 12 1 1700 40 16 368 258 254 SW 88TH PLACE RD COLLECTOR 3511 1 12 1 1700 40 iS Crystal River Nuclear Plant K-48 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Up Don Lan Shole Flo Flow Strea Strea Lengt No of Widt Wit Rat Spe Grid 369 258 257 1 SW 88TH PLACE RD I COLLECTOR 3830 1 12 1 1700 40 15 370 259 20 US 98 COLLECTOR 5025 2 12 1 1900 65 13 371 259 21 Us 98 COLLECTOR 5195 2 12 1 1900 70 14 372 260 117 HWY 40 COLLECTOR 5436 1 12 1 1750 60 15 373 261 14 W POWER LINE ST COLLECTOR 9840 1 12 1 1750 35 19 374 262 111 CR 337 COLLECTOR 11331 1 12 1 1700 65 6 375 263 112 SE 120TH ST COLLECTOR 7626 1 12 1 1700 50 11 376 263 133 SW SEA CLIFF AVE COLLECTOR 6580 1 12 1 1700 50 11 377 264 128 SE 80TH ST COLLECTOR 12208 1 12 1 1700 60 8 378 264 237 SE 80TH ST COLLECTOR 18580 1 12 1 1700 60 7 379 265 109 SE 30TH ST COLLECTOR 11529 1 12 1 1700 60 2 380 265 122 SE 30TH ST COLLECTOR 7305 1 12 1 1700 60 3 381 266 2 STATE HWY 121 COLLECTOR 4007 1 12 1 1700 50 10 382 266 267 STATE HWY 121 COLLECTOR 5206 1 12 1 1700 60 10 383 266 269 OLD LEBANON RD COLLECTOR 24493 1 12 1 1700 40 6 384 267 268 STATE HWY 121 COLLECTOR 12424 1 12 1 1700 60 6 SE STATE ROAD 385 268 111 121 COLLECTOR 4763 1 12 1 1700 60 6 386 268 272 SE SAND HILL RD COLLECTOR 16482 1 12 1 1700 40 6 387 269 270 OLD LEBANON RD COLLECTOR 15001 1 12 1 1700 40 5 388 270 106 COUNTY HWY 326 COLLECTOR 3175 1 12 1 1700 60 1 389 270 107 COUNTY HWY 326 COLLECTOR 4485 1 12 1 1700 60 1 390 271 108 COUNTY HWY 326 COLLECTOR 9243 1 12 1 1700 60 2 391 272 273 SE SAND HILL RD COLLECTOR 10301 1 12 1 1700 40 6 392 273 274 COUNTY HWY 326 COLLECTOR 5133 1 12 1 1700 60 2 Crystal River Nuclear Plant K-49 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Up Don Lan Shule Flow Flo Strea Strea Lengt No of Wit Wi.t Rat Spee GrSid 393 274 109 COUNTY HWY 326 COLLECTOR 5306 I 12 1 1700 60 2 394 275 202 N ELKCAM BLVD COLLECTOR 3847 1 12 1 1700 50 20 CEDAR HAMMOCK 395 276 57 ACCESS ROAD COLLECTOR 2593 1 12 1 1700 40 14 396 277 278 CR 486 MINOR ARTERIAL 3805 2 12 1 1750 50 25 397 278 225 CR 41 COLLECTOR 9889 1 12 1 1700 40 25 N MEADOWVIEW 398 278 279 TER COLLECTOR 4503 1 12 1 1900 60 25 N MEADOWVIEW 399 279 278 TER COLLECTOR 4503 1 12 1 1750 60 25 400 280 253 S US HIGHWAY 41 COLLECTOR 2408 2 12 1 1900 40 16 401 280 281 S US HIGHWAY 41 COLLECTOR 2314 2 12 1 1900 40 16 402 281 280 S US HIGHWAY 41 MINOR ARTERIAL 2314 2 12 1 1750 40 16 403 281 282 N WILLIAMS ST MINOR ARTERIAL 2893 2 12 1 1750 40 16 404 282 143 N WILLIAMS ST MINOR ARTERIAL 2393 2 12 1 1750 40 16 405 282 281 N WILLIAMS ST COLLECTOR 2893 2 12 1 1900 40 16 406 283 280 SW 106TH LN COLLECTOR 1494 1 12 1 1750 40 16 407 284 281 DRIVEWAY COLLECTOR 1201 1 12 1 1700 40 16 408 285 282 POWELL RD COLLECTOR 1184 1 12 1 1750 40 16 W PENNSYLVANIA 409 286 143 AVE COLLECTOR 1256 1 12 1 1750 40 15 410 287 207 CR 491 COLLECTOR 680 2 12 1 1900 50 20 411 288 215 CR 491 MAJOR ARTERIAL 759 3 12 1 1750 50 24 412 289 214 CR 491 MINOR ARTERIAL 8365 2 12 1 1750 50 24 413 290 289 CR 491 COLLECTOR 945 2 12 1 1900 50 24 414 291 229 CR 491 COLLECTOR 4540 1 12 1 1700 50 24 Rev. 1 Crystal River Nuclear Plant K-50 KLD Engineering, P.C.

Evacuation Evacuation Time Estimate Time Estimate Rev. 1

U- Don Lan Shule Flo FlowS Strea Strea Lengt No of Wit Widt Rat Spe Grid 415 292 231 N LECANTO HWY MINOR ARTERIAL 290 2 12 1 1750 40 24 416 294 301 US 19 MINOR ARTERIAL 2237 2 12 1 1750 40 28 417 294 318 US 19 MINOR ARTERIAL 590 2 12 1 1750 40 28 W GROVER 418 294 319 CLEAVLAND BLVD COLLECTOR 3906 1 12 1 1700 45 28 419 295 294 W HALLS RIVER RD COLLECTOR 3084 1 12 1 1750 40 28 420 296 295 W HALLS RIVER RD COLLECTOR 3125 1 12 1 1700 50 28 421 297 296 W HALLS RIVER RD COLLECTOR 6276 1 12 1 1700 50 28 422 298 297 W HALLS RIVER RD LOCAL ROAD 4819 1 12 1 1350 30 28 423 299 300 W YULEE DR LOCAL ROAD 7439 1 12 1 1350 30 28 424 300 301 W YULEE DR COLLECTOR 3926 1 12 1 1750 55 28 425 301 294 US 19 MINOR ARTERIAL 2237 2 12 1 1750 40 28 426 301 307 US 19 COLLECTOR 4775 2 12 1 1900 50 28 427 302 303 US 19 COLLECTOR 5137 2 12 1 1900 50 29 428 302 307 US 19 COLLECTOR 5411 2 12 1 1900 50 28 429 303 302 US 19 COLLECTOR 5137 2 12 1 1900 50 29 430 303 304 us 19 COLLECTOR 3560 2 12 1 1900 50 29 431 304 303 US 19 COLLECTOR 3560 2 12 1 1900 50 29 S MASON CREEK 432 305 299 RD COLLECTOR 2665 1 12 1 1700 40 28 S MASON CREEK 433 306 305 RD COLLECTOR 6273 1 12 1 1700 40 28 434 307 301 Us 19 MINOR ARTERIAL 4775 2 12 1 1750 40 28 435 307 302 US 19 COLLECTOR 5411 2 12 1 1900 50 28 W HOMOSASSA 436 308 236 TRAIL COLLECTOR 3916 1 12 1 1700 50 29 Crystal River Nuclear Plant K-51 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Up Don Lan Shole Flo Flow Strea Strea Lengt No of Widt Wi t Rat Sp e Gri W HOMOSASSA 437 308 315 TRAIL COLLECTOR 3626 12 1 1700 55 29 438 310 312 CR 491 COLLECTOR 1408 1 12 1 1700 50 29 W GROVER 439 311 310 CLEAVLAND BLVD COLLECTOR 6230 1 12 1 1750 60 29 440 314 3 US 19 COLLECTOR 3749 2 12 1 1900 60 28 441 314 318 US 19 MINOR ARTERIAL 3473 2 12 1 1750 60 28 W HOMOSASSA 442 315 308 TRAIL COLLECTOR 3896 1 12 1 1750 55 29 W HOMOSASSA 443 315 316 TRAIL COLLECTOR 7971 1 12 1 1700 50 29 W HOMOSASSA 444 316 317 TRAIL COLLECTOR 6715 1 12 1 1700 50 28 W HOMOSASSA 445 317 318 TRAIL COLLECTOR 663 1 12 1 1750 40 28 446 318 294 Us 19 MINOR ARTERIAL 590 2 12 1 1750 40 28 447 318 314 Us 19 COLLECTOR 3473 2 12 1 1900 60 28 W GROVER 448 319 320 CLEAVLAND BLVD COLLECTOR 3563 1 12 1 1700 60 29 W GROVER 449 320 321 CLEAVLAND BLVD COLLECTOR 4654 1 12 1 1700 60 29 W GROVER 450 321 322 CLEAVLAND BLVD COLLECTOR 4751 1 12 1 1700 60 29 W GROVER 451 322 311 CLEAVLAND BLVD COLLECTOR 5669 1 12 1 1700 60 29 452 323 35 W OZELLA TRAIL COLLECTOR 5294 1 12 1 1700 40 23 453 324 323 W OZELLA TRAIL COLLECTOR 3906 1 12 1 1700 50 23 KID Engineering, P.C.

Crystal River Nuclear Plant K-52 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

454 325 324 W OZELLA TRAIL COLLECTOR 7962 1 12 1 1700 50 23 455 326 325 W OZELLA TRAIL COLLECTOR 5339 1 12 1 1700 40 23 456 327 328 W OZELLA TRAIL LOCAL ROAD 1520 1 12 1 1350 30 22 457 328 326 W OZELLA TRAIL COLLECTOR 2613 1 12 1 1575 35 27 458 329 119 HWY 40 COLLECTOR 7388 1 12 1 1700 50 14 459 329 330 HWY 40 COLLECTOR 7759 1 12 1 1700 60 14 460 330 118 HWY 40 COLLECTOR 8563 1 12 1 1700 60 14 461 330 329 HWY 40 COLLECTOR 8154 1 12 1 1700 60 14 462 331 19 HWY 40 COLLECTOR 7548 1 12 1 1750 40 14 463 331 119 HWY 40 COLLECTOR 5317 1 12 1 1700 50 14 W FORT ISLAND 464 332 55 TRAIL COLLECTOR 3258 1 12 1 1700 50 23 W FORT ISLAND 465 333 332 TRAIL COLLECTOR 5103 1 12 1 1700 50 23 W FORT ISLAND 466 334 333 TRAIL COLLECTOR 6655 1 12 1 1700 50 22 W FORT ISLAND 467 335 334 TRAIL COLLECTOR 6703 1 12 1 1700 50 22 468 336 121 CR 40 COLLECTOR 3331 1 12 1 1700 40 15 469 337 156 N ELKCAM BLVD COLLECTOR 1387 1 12 1 1700 50 20 470 337 338 GOLFVIEW DR LOCAL ROAD 3399 1 12 1 1350 30 20 471 338 157 GOLFVIEW DR LOCAL ROAD 2769 1 12 1 1350 30 20 N DUNKENFIED 472 339 43 AVE COLLECTOR 526 1 12 1 1750 40 24 N DUNKENFIED 473 339 44 AVE COLLECTOR 5280 1 12 1 1700 40 24 P.C.1 KLD Engineering,Rev.

Crystal Nuclear Plant River Nuclear Crystal River Plant K-53 KILD Engineering, P.C.

Evacuation Time Estimate Evacuation Time Estimate Rev. 1

474 340 341 SH 44 COLLECTOR 4074 2 12 1 1900 50 24 475 341 43 SH 44 MAJOR ARTERIAL 1164 3 12 1 1750 50 24 476 342 153 CR 41 COLLECTOR 756 1 12 1 1700 60 21 477 342 189 N DAWN WAY COLLECTOR 2044 1 12 4 1700 40 21 478 342 190 CR 41 COLLECTOR 7345 1 12 1 1700 60 21 479 343 340 SH 44 COLLECTOR 1963 2 12 1 1900 50 23 480 344 343 N JOYNER TER COLLECTOR 518 1 12 4 1750 30 23 481 345 12 US 98 MINOR ARTERIAL 1526 2 12 1 1750 50 23 482 345 13 US 98 MAJOR ARTERIAL 1248 3 12 1 1750 50 23 483 346 7 US 19 MINOR ARTERIAL 1120 2 12 1 1750 50 23 484 346 8 US 19 MAJOR ARTERIAL 1857 3 12 1 1750 50 23 SOURCE LINK 8034 34 US HWY 19 COLLECTOR 4614 2 12 1 1900 60 1 SOURCE LINK 8304 304 US HWY 19 COLLECTOR 3066 1 12 1 1900 50 29 EXIT LINK 34 8034 US HWY 19 COLLECTOR 4614 2 12 1 1900 50 1 EXIT LINK 136 8136 W HIGHWAY 40 COLLECTOR 5237 1 12 1 1700 40 12 EXIT LINK 137 8137 W HIGHWAY 328 COLLECTOR 6777 1 12 1 1700 40 8 EXIT LINK 138 8138 SE 55TH ST COLLECTOR 2808 1 12 1 1700 40 8 EXIT LINK 139 8139 COUNTY HWY 326 COLLECTOR 3339 1 12 1 1700 40 4 EXIT LINK 140 8140 US HWY 41 COLLECTOR 7615 12 1 1900 40 4 Crystal River Nuclear Plant K-54 KLD Engineering, P.C.

Evacuation Time Estimate Rev. I

U- Don Lan Shole Flo Flow.

Stra Strea Lengt No. of Widt Wit Rate Spe Gri EXIT SE STATE ROAD LINK 141 8141 121 COLLECTOR 2756 1 12 1 1700 40 3 EXIT SE COUNTY ROAD LINK 142 8142 337 COLLECTOR 2553 1 12 1 1700 40 2 EXIT LINK 147 8147 SW HIGHWAY 484 COLLECTOR 2807 1 12 1 1700 40 17 EXIT W GULF TO LAKE LINK 233 8233 HWY MINOR ARTERIAL 3947 2 12 1 1700 40 24 EXIT LINK 193 8193 CR 39 COLLECTOR 2616 1 12 1 1700 60 21 EXIT LINK 194 8194 N LECANTO HWY COLLECTOR 2160 1 12 1 1700 50 21 EXIT LINK 279 8279 N FOXRUN TER COLLECTOR 4759 1 12 1 1700 40 26 EXIT LINK 304 8304 US 19 COLLECTOR 2505 2 12 1 1900 50 29 EXIT LINK 312 8312 CR 491 COLLECTOR 3066 1 12 1 1700 50 29 Crystal River Nuclear Plant K-55 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 2 452169 1756765 Stop 10 4 470628 1644410 TCP- Actuated 23 5 470628 1647517 TCP- Actuated 23 6 470575 1651049 TCP- Actuated 23 7 469566 1654475 TCP- Actuated 23 8 469034 1657423 TCP- Actuated 23 9 468609 1659813 TCP - Actuated 23 10 466352 1660450 TCP- Actuated 23 12 463044 1662622 Actuated 23 13 462139 1665245 TCP- Actuated 23 14 454662 1682048 TCP- Actuated 19 15 452966 1685863 TCP- Actuated 19 16 452327 1686997 TCP- Actuated 19 19 442369 1707906 TCP - Actuated 13 21 448520 1719268 Stop 14 23 453412 1730321 Stop 14 27 449307 1758239 Yield 10 32 424819 1788970 Stop 5 40 466379 1661327 Stop 23 41 466465 1664866 TCP - Actuated 23 43 480589 1657203 TCP - Actuated 24 45 483656 1652710 Actuated 24 46 483820 1645217 Actuated 24 47 473257 1659893 Stop 23 48 479786 1646905 Stop 24 49 484732 1641767 Yield 24 62 470750 1678949 Stop 19 89 467643 1660249 TCP - Actuated 23 99 468933 1696037 Stop 19 100 474161 1699499 TCP-Actuated 14 101 474161 1688901 TCP - Actuated 19 109 467724 1802842 Stop 2 111 469979 1772782 Stop 6 112 477871 1753590 Stop 11 114 474029 1743665 Yield 10 117 489309 1719616 TCP- Actuated 15 122 485438 1802198 Stop 3 Crystal River Nuclear Plant K-56 K-56 KLD Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. I

123 513996 1800695 Stop 4 124 479211 1786416 Stop 7 125 475024 1775251 Stop 6 127 515284 1784913 Stop 8 128 515606 1775036 Stop 8 130 515357 1752309 Stop 12 131 514717 1747914 Stop 12 133 492161 1753561 Stop 11 135 513141 1737875 Actuated 12 143 508580 1714651 TCP-Actuated 15 144 506955 1712292 TCP-Actuated 15 152 511149 1701177 Actuated 16 153 514505 1695568 Stop 21 155 507584 1697927 Stop 20 156 501415 1696349 Stop 20 158 510699 1693813 Stop 21 160 503338 1688386 Stop 20 161 502971 1685712 Stop 20 164 514644 1685793 Stop 21 166 517399 1687629 Stop 21 167 513037 1694729 Stop 21 170 495317 1690273 TCP-Uncontrolled 20 177 514085 1707154 Stop 16 178 512303 1702383 Stop 16 179 517178 1700758 Stop 16 180 518803 1701964 Stop 16 181 523889 1699552 Stop 16 184 524203 1696197 Stop 21 185 524203 1694624 Stop 21 186 521739 1692318 Stop 21 188 520271 1690797 Stop 21 190 519223 1688805 Stop 21 191 522316 1684034 Actuated 21 195 516198 1681271 Stop 21 196 513019 1675619 Stop 21 198 503128 1680423 Stop 20 201 493166 1675124 Stop 20 202 500090 1673994 Stop 20 Crystal River Nuclear Plant K-57 K-57 KLD Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

204 509910 1671521 Stop 21 209 511063 1664784 Stop 25 210 514573 1664032 Actuated 25 212 512807 1660217 Actuated 25 214 501079 1657391 Actuated 24 215 505616 1666396 Actuated 24 216 500019 1669331 Stop 20 219 487726 1662407 Stop 24 220 487938 1657321 Stop 24 225 531882 1667918 Yield 21 231 499984 1642759 Actuated 24 232 497264 1642696 Actuated 24 249 512376 1733270 Stop 12 250 511988 1730903 Stop 16 251 511674 1728334 Stop 16 252 511674 1725346 Actuated 16 253 511464 1723983 Stop 16 259 445509 1715034 TCP- Uncontrolled 13 273 459389 1797702 Stop 2 278 536474 1659723 Actuated 25 280 511283 1721109 Actuated 16 281 511021 1718781 Actuated 16 282 510002 1716220 Actuated 16 294 471635 1625457 Actuated 28 295 468465 1625374 Stop 28 299 462454 1620311 Stop 28 301 471552 1623275 Actuated 28 308 487655 1633370 Actuated 29 310 500019 1625458 Actuated 29 318 471593 1626116 Actuated 28 338 504478 1695084 Stop 20 343 473982 1659670 TCP- Actuated 23 345 462533 1664061 TCP- Uncontrolled 23 Coordinates are in the North American Datum ot 1983 Florida West Plane Zone Crystal River Nuclear Plant K-58 KLD Engineering, P.C.

Evacuation Time Estimate Rev. I