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WIND AND WATER LINE SURVEY

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Prepared by Michael Baker Jr, Inc.Oct. '95

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HURRICANE OPALFLORIDA PANHANDLE

WIND AND WATER LINE SURVEY

OCTOBER 1995

Prepared by

Michael Baker Jr., IncAlexandria, VA

for

Federal Emergency Management AgencyWashington, D.C.

and

Property Loss Research BureauSchaumburg, IL

Hurricane Opal - Wind and Water Line Survey

ACKNOWLEDGMENTS

Responding to the request for a wind and water line survey to document the approximate storm surgeinundation limits caused by Hurricane Opal required a cooperative effort of many individuals andagencies. We would like to thank all of those involved with this effort, and specifically, thefollowing individuals who provided assistance during the coordination, preparation, deployment, andfield surveys the week following the landfall of Hurricane Opal along the Florida panhandleshoreline on October 4, 1995:

James Shortley, Chief, Property Claims Division, FEMA, Washington, D.C.William Massey, FEMA Region IV, Atlanta, GAMichael Buckley, Chief, Hazard Identification Branch, Mitigation Directorate, FEMA,

Washington, D.C.Karl Mohr, Mitigation Directorate, FEMA, Washington, D.C.Hugh Strawn, Disaster Catastrophe Service, Property Loss Research BureauHoward Wittington, Chief, Hydrology and Hydraulics Branch, U.S. Army Corps of

Engineers, Mobile DistrictDoug Otto, Chief, Hydrologic Investigations Section, U.S. Army Corps of Engineers,

Mobile DistrictJohn (Bud) Lee, Hydrologic Investigations Section, U.S. Army Corps of Engineers,

Mobile DistrictGlen Duvall, Hydrologic Investigations Section, U.S. Army Corps of Engineers, Mobile

DistrictSteve Davis, Hydrologic Investigations Section, U.S. Army Corps of Engineers, Mobile

DistrictRay Townsend, U.S. Army Corps of Engineers, Coastal Engineering Research CenterTom Waters, Florida Department of Environmental Protection, Bureau of Beaches and

Coastal Systems

1


INTRODUCTION

Michael Baker Jr., Inc., on behalf of the Federal Emergency Management Agency (FEMA) andProperty Loss Research Bureau (PLRB), conducted a wind and water line survey of the HurricaneOpal landfall area near Navarre and Ft. Walton Beach in Santa Rosa County, Florida, and other areaseast of the landfall to Mexico Beach in Bay County, Florida. The goal of the investigation and studywas to determine the approximate high water elevation of the storm surge and combined storm surgeand wave runup in the open coast and inland bay areas affected by Hurricane Opal. Theestablishment of a wind and water line documents the inundation limits of the storm surge floodingand areas subject to both flooding and wind damages or losses. Areas outside of the inundation zonewould likely be subject to only wind damages and losses.

The high water marks (HWM) observed and surveyed for this report throughout the Hurricane Opalimpact area reflect either the stillwater elevation of the storm surge (areas outside the influence ofbreaking wave and wave runup) or the stillwater elevation plus the wave runup component (areasin the wave swash zone - either breaking waves or wave runup).

The stillwater elevation HWMs are generally recovered inside ( i ) of commercial or residentialstructures and found as mud lines on walls or doors. The storm surge plus wave runup HWMs aregenerally found as debris or trash lines along the coastal dunes, sloping terrain of the bay shorelineor the outside (0) perimeter and exterior area of a structure. Each HWM is marked and located ona map accordingly, providing another piece of the puzzle, and documenting the approximate watersurface elevation used to establish a wind/water line. The information also assists in understandingthe nature of the storm influence in the immediate area.

HURRICANE OPAL - STORM SUMMARY

As of October 13, 1995, there have been 17 named tropical storms and hurricanes for the 1995Hurricane season, making it the most active season since 1933 (with 21 tropical storms andhurricanes). After passing over the Yucatan Peninsula, the 15th storm of the season, Hurricane Opal,intensified in the early morning hours on Tuesday October 3 while in the Bay of Campeche area ofthe Gulf of Mexico. Hurricane Opal started moving to the north-northeast while gaining size andintensity over the next day and half.

The landfall of Hurricane Opal along the Florida panhandle coastline (see map in Appendix A), nearFt. Walton Beach, was the second hurricane of the season to impact the panhandle area. HurricaneErin, a Category I hurricane on the Saffir-Simpson scale (Table 1), passed through the

2


Table 1. Saffir-Simpson Hurricane Scale Ranges.

Scale Number Central Pressure Winds Surge(Category) (mbar) (*in) (mi/h) (ft) Damage

I > 980 > 28.94 74 - 95 4 - 5 Minimal2 965 - 979 28.50 - 28.91 96 - 110 6 - 8 Moderate3 945-964 27.91 -28.47 111 - 130 9- 12 Extensive4 920-944 27.17-27.88 131 - 155 13 - 18 Extreme5 < 920 < 27.17 >155 >18 Catastrophic

Source: Hebert, Jarrell, and Mayfield, 1995.

region in early August, causing flooding and damages along the coast. Hurricane Opal's landfallas a Category 3 storm included 125 mph (110 kt) winds and expected storm surges up to 15 foot inheight, significantly more damaging than Hurricane Erin. The coastal flooding affected the coastalareas from Gulf Shores, Alabama to Tampa, Florida, with hurricane force winds impacting Florida,Alabama and Georgia, and tropical storm force winds stretching from Florida upward into NorthCarolina and Tennessee. Fortunately for the Gulf of Mexico coastal residents, Hurricane Opal waslosing intensity as it approached the coast on Wednesday, October 4. At mid-day on October 4,Hurricane Opal had been classified as a Category 4 hurricane with winds close to 150 mph (130 kt).The cooler waters of the northern Gulf of Mexico and other atmospheric conditions appear to havebeen the cause of the reduced intensity of Hurricane Opal at time of landfall on October 4, estimatedto have occurred around 6:00 PM Central Daylight Time (CDT) (or approximately time 2200 Z).

Preliminary estimates place Hurricane Opal as the third costliest natural disasters to affect the UnitedStates this century, right after Hurricane Andrew and the Northridge Earthquake. In Florida alone,the damage estimates range from $1.8 to 2.8 million, with the numbers increasing daily as moredamage reports are received. The coastal and bay storm surge impacts were far reaching and appearto be the major cause of destruction and damages to commercial and private residences. The stormsurge also overtopped and eroded 10 to 30 foot high dune fields on the barrier island beaches ofSanta Rosa Island, with the high surf accompanying the storm surge scouring and undermining thefoundations on oceanfront structures from Destin to Panama City Beach resulting in settlement orcollapse into the ocean. The wind impacts continued from the Florida panhandle up into Tennesseeand North Carolina.

3


HIGH WATER MARK SURVEY SUMMARY

The HWM information was collected during the field survey period from October 6 to 10, 1995,immediately following the landfall of the storm. The HWM surveys and HWM elevations shownon the maps in Appendix B were conducted and collected through a joint effort by Michael BakerJr., Inc. and the U.S. Army Corps of Engineer's Hydrologic Investigations Section, Mobile District.The recorded HWM stillwater and combined stillwater/wave runup elevations ranged from 6 feetat the east end of Choctawhatchee Bay to over 20 feet along the coast near Grayton Beach in WaltonCounty (Table 2). Other HWM surveys are currently underway by the Alabama and FloridaGeological Survey for the Alabama and Pensacola-Appalachicola-Carrabelle areas, but are notincluded in this report.

Table 2. Hurricane Opal High Water Mark survey information.

HWM# Elev. (ft) Type Location Latitude Longitude

1 a 10.5 (0) Santa Rosa Island 86:59:29 30:21:291 b 9.8 (0) Santa Rosa Island 86:56:10 30:22:011 c 10.2 (0) Santa Rosa Island 86:56:10 30:22:011 d 9.9 (I ) Santa Rosa Island 86:52:07 30:22:521 e 10.2 (0) Santa Rosa Island 86:52:07 30:22:521 f 11.1 (0) Santa Rosa Island 86:51:13 30:22:561 10.9 (0) Santa Rosa Island 86:48:28 30:23:232 9.8 ( I ) Wynnhaven Beach 86:47:22 30:24:263 9.0 (0) Santa Rosa Island 86:42:05 30:24:034 7.6 (0) Mary Esther 86:42:08 30:24:315 10.9 (I) Ft. Walton Beach 86:38:41 30:24:256 8.6 (I) Ft. Walton Beach 86:37:30 30:24:157 7.5 (0) Santa Rosa Island 86:35:26 30:23:408 11.3 (I) SantaRosaIsland 86:31:36 30:23:179 10.3 (0) SantaRosaIsland 86:31:44 30:23:3010 6.5 (0) Ft. Walton Beach 86:35:32 30:24:201 1 10.0 (0) Ft. Walton Beach 86:35:19 30:24:4212 8.0 (0) Shalimar 86:35:15 30:26:0513 7.7 ( I ) Shalimar 86:35:15 30:26:0514 13.0 (0) N. of Ocean City 86:34:14 30:27:1215 6.8 (0) Shalimar 86:35:12 30:26:57

4


Table 2. Hurricane Opal High Water Mark survey information (continued).

HWM# Elev. (ft) Type Location Latitude Longitude

16 7.5 (0) Eglin Village/Eglin AFB 86:32:43 30:27:1117 7.8 (0) Valparaiso 86:29:15 30:31:0918 9.5 (0) Destin 86:30:59 30:23:4819 8.3 (0) Destin 86:30:11 30:23:1820 14.3 ( I ) Destin 86:27:59 30:23:0321 21.5 (0) E. of Miramar Beach 86:24:00 30:22:4322 20.0 (0) Miramar Beach 86:21:55 30:22:2823 15.6 (0) W. of Miramar Beach 86:20:25 30:22:2523 a 17.8 (0) Santa Rosa Beach 86:15:43 30:21:3624 6.0 (0) Choctawhatchee Bay 86:15:20 30:29:0925 20.9 (0) Blue Mountain Beach 86:12:16 30:20:1826 10.5 ( I ) Grayton Beach 86:10:13 30:19:4827 12.0 (0) E.ofSeagrove Beach 86:05:51 30:18:4628 9.7 (0) W. of Inlet Beach 86:03:42 30:17:4229 18.6 (0) Inlet Beach 86:00:47 30:16:2930 11.0 (0) Phillips Inlet/Powell Lake 85:59:20 30:16:2531 10.2 (0) Phillips Inlet/Powell Lake 85:58:47 30:16:0232 14.5 ( I ) Hollywood Beach 85:58:11 30:15:3433 7.3 (0) GIICW/West Bay 85:51:27 30:17:3434 7.6 (0) Burnt Mill Cr/West Bay 85:46:00 30:19:4035 8.2 (0) Panama City 85:42:01 30:09:5936 6.0 (0) Panama City 85:41:28 30:09:5237 9.2 (0) Panama City 85:40:10 30:09:3238 8.5 (0) Springfield 85:36:58 30:08:0539 8.4 (0) Tyndall Air Force Base 85:35:25 30:03:4240 10.5* (0) Panama City Beach 85:44:01 30:07:1941 7.6 (0) Davis Beach/Tyndall AFB 85:27:53 29:58:04

* All HWMs are referenced to MSL datum except HWM 40 which is referenced to MLLW.

5


SUMMARY AND CONCLUSIONS

The Florida counties which had the greatest impact from storm surge effects were Escambia, SantaRosa, Okaloosa, Walton and Bay Counties, and were the primary survey areas for the wind andwater line survey. The preliminary information indicates that more than 3,300 structures weredestroyed and over 18,000 damaged by the effects of storm surge and waves along the coastal andbay regions of Alabama and the Florida panhandle.

There were noticeable differences in the HWM elevations for areas located in the wind/wave fetchzone as compared to the areas behind the barrier islands and peninsulas along the bay. The openfetch areas subject to storm surge rise and wind driven waves had much higher HWM elevations,especially along the open coast of the barrier island in the landfall area (Navarre to Ft. WaltonBeach) and areas further to the east (as far away as Mexico Beach). The wave runup component ofthe coastal flooding was as much as 10 feet higher than the estimated stillwater level on the opencoast barrier islands. The shorelines along the north side of the sound or bay behind the barrierislands also had wave runup with the storm surge rise.

The coastal areas from Destin west to Navarre were overtopped by high storm surge levels resultingin massive loss of the natural dune fields, some 10 to 30 feet high and 100 to 300 feet wide. Theerosion of the dune deposited sand inside structures, across roadways and into Santa Rosa Sound.The coastal areas from Destin east to Mexico Beach had severe erosion of the beaches and dunes,and undermining of the oceanfront structures. The dunes were very steep west of Phillips Inlet, andthe beaches in and around Panama City Beach were smaller and provided less protection to theupland oceanfront structures. Many destroyed and collapsed structures were observed in this region.

The shorelines along the western side of inland bays also had high waves accompanying the stormsurge rise, with evidence of wave runup up to 5 feet above the estimated stillwater levels. This wasevident along the western side of Choctawhatchee Bay where HWM levels of 13 feet were measured,more than 5 feet higher than the other HWM levels in protected areas of the bay. Severe erosion ofthe bay shoreline was observed in these reaches of the bay, with most of the damages observedinflicted upon docks, boathouses and bulkheads.

MISCELLANEOUS

A collection of photographs of storm damages and impacts are located in Appendix C of this report,and a summary of the survey data collected by Michael Baker Jr., Inc. at each HWM survey locationis located in Appendix D (note: not all HWMs were used due to lack of bench mark information orduplicate HWMs at the same location). Detailed information on the HWM survey data collectedby the U.S. Army Corps of Engineers and others are not available for this report.

6

HURRICANE OPAL - WIND AND WATER LINESURVEY

APPENDIX A

HURRICANE TRACK MAP

= = = = = m = m = = m = m = = m r n r

l 2,Hurricane Opal

AR - '.--NMhs I - -42 gs ;>1\'S s'JL SCMS AL GA\-. Y'Time: 2100Z

X : f WinDate: 10/e:4'95:+ 0 - -<- t- -. -- t-Wind Speed: I10( KT

:Ti*e: (}9QOz j >LV\ Dte:10/04/95

- WidSpeed: 10-5 KT

Time: 09~JzD~t: 10~02/95Wind Speed: 55 KT*

Time: 1500ZDate: 10/04/95 !--"Wind Speed: 130 KT

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0 _ 250 500 -

Miles I

(0 CD Ln-- -----1 - - - - --0

I1)1 Tropical Storm Path I Actual I Iurricane Position ,. IProjected I lurricane Path J, IPrevious I lur, ic~inc~ Path

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APPENDIX B

HWM LOCATION MAPAND

APPROX. WIND/WATER LINE

(2 MAPS)


APPENDIX C

STORM DAMAGE PHOTOGRAPHS

PHOTONO. I LOCATION fylA(Z1 S-Fer -L- aiS xA, ' s .,- Ros 'S vkj 0Cm -t e tnu goIe5t( SD iV

PHOTONO. 2.- LOCATION MVXNV1 CTW-fZFL O0

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HURRICANE OPAL - FIELD SURVEY

PHOTO NO. _ LOCATION FT. W A LTbZ?RC-PCAC , _ S'.'m esi Sot D e EMA TiotfYorWL

PHOTO NO.___+ILOCATION VT.- 1jJawyo, otSWTACOS, 'St0 A--) P_ G;4J2, E fvt4oL~ ~ TO MiQ.CLC weAA

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PHOTO NO. '5 LOCATION 5 Ati CsAt FS; F6P..)S 6 of MIE; Y I I' ' -3

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PHOTO NO. -7 LOCATION 5 A-wrTA 1~4*S A YjL AlN o 1.)

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PHOTO NO.__~LOCATION- SA,,J-xrcl S !; , -~ h. , G%& kAL.4 f 6t- e X IC-D(c ok OAL.oO S-r7*-,x C->o4UL Arr U.,& .'0) 8


PHOTO NO. c LOCATION fIoar kJN%-vo- _cw 6 '1

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PHOTO NO.Jli LOCATION- N'i -~~ F13, -N) Co<TftAx',vw1CE


PHOTO NO. _ThLOCATION C 14O)CT7A- I15e A~C t It -

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PHOTO NO.JŽ,-LOCATION C- ~VOCTAAi) !~!


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PHOTO NO. IS LOCATION tNiI(ZAMAAt P~ck~,fL1DJ CAIALF Of* 00-IC,>e 0 IC.b 8ocl I.g ALT. tk4!.,9

PHOTO NO. 4 LOCATION rvvet-.-mz $~S-sco, f~OtAG U L. of M f-e C.o I O&C) 1BL OCJ(.., AT- r U's . 19


PHOTO NO. IS LOCATION r O'MZ #?eec-. iR °GULf OfM 0c Ae mT La<. 96

PHOTO NO. 6 LOCATION ,eATP P,3AC4 F- o"GALI a5 )tevico P ALT. LAS. qs9


PHOTO NO. jiLOCATION L A. cs u PJA e¶3Ac t* .. o

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PHOTO NO. I 8LOCATION L-AujA, Se 4ct4 )f o N

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PHOTO NO. J9 LOCATION ?NM.Ci'j3,CPfi J o- 0 C a4Lf ,Eoetic Kfl 1 P r--, A.ra A-s-

PHOTO NO. '20 LOCATION y~VAekA& Lu>2 [36cpLt,+-L 00C-Lk~Af 0~-r M~C)\o 0- Ai-Lr. 'A /'6 C~ce~Jsc VOo%47*



APPENDIX D

HWM SURVEY DATA SHEETS

k LAJi t&[HURRICANE OPAL

HIGH WATER MARK (HMW) REPORT Report # |

Sheet 1 of 2

DATEOF REPORT ! -

REPORTING INDIVIDUAL(S) ,- ! A, Y > E

ADDRESS AT HWM c, , .n .r 2 / ,

LOCATION DESCRIPTION i

DATE OF HWM OCCURRENCE I . 15) TIME_

DURATION OF OCCURRENCE_

TYPE OF MARK (CHECK ALL THAT APPLY)

INSIDE MUD LINE MARK ON FIXED

OUTSIDE ( DEBRIS LINE X STRUCTURE_

HWVM ELEVATION (FEET) 7. 7 ', DATUM ,v r

GROUND ELEVATION (FEET) DATUM_

BENCHMARK ELEVATION (FEET) 4. DATUM__

SOURCE OF BENCHMARK ELEVATION /V4;.-.F

BENCHNIARK LOCATION PK K * \- jLC ;j L A P _

f lt - I, & C ( .<

LEVELING METHOD Aj vcw L. c- , ;v. z pNA- av - -i .r,

OTHER OBSERVATIONS C.-PS c

PHOTOGRAPHS: (ROLL # _ PHOTO # )

(ROLL # . PHOTO # )

(NOTE: Illustrate HWM on sheet 2 with map and sketch.)

MICHAEL BAKER JR., INC.

HURRICANE OPAL

HIGH WATER MARK (HMW) REPORT Report #

Sheet 1 of 2

DATEOFREPORT ! ': '

REPORTLNG INDIVIDUAL(S) ,I-eJg / !< '{_E

ADDRESSATHWM'I 4 / - / t

LOCATION DESCRIPTION F o: g '

DATE OF HWN'M OCCURRENCE !/4 ID TIME_ _




OUTSIDEX DEBRIS LINE_ _ STRUCTURE_

HWMAl ELEVATION (FEET) 7. q DATUMI svb

GROUND ELEVATION (FEET) DATUM p1

BENCHMIARK ELEVATION (FEET) . ) DATUM M1 S- ' lb

SOURCE OF BENCHMARK ELEVATION ro4 l Czu Y

BENCHMIARK LOCATION -PK k jt , \ ios-v > £

P7 L FLL-rC i t-vi' 0GzKJOr Te kMCvW-

LEVELING METHOD &j-to ,v pi-tiy ?Z,OTHER OBSERVATIONS _

PHOTOGRAPHS: (ROLL # .PHOTO # )(ROLL # , PHOTO # )



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HURRICANE OPAL

HIGH WATER MARK (HWMkD REPORT Report #

Sheet 2 of 2

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Show photographs (roll #, photo #) and vantage points and angles

Show benchmark location \ < b ;Show North arrow ' I Il&4#JMI/'

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HURRICANE OPAL

HIGH WATER MARK (HMW) REPORT Report # 2 qSheet 1 of 2

DATE OF REPORT I

REPORTING INDIVIDUAL(S) b /AfHBw'f / Aj I-, ;m~z

ADDRESSATHWM 2{ t' (J- V- 7-cŽkLOCATION DESCRIPTION W( jz jA-k7 0N V-7, as\

DATE OF HWVIM OCCURRENCE I /- | -5 TIME_



INSIDE X MUD LINE X MARK ON FIXED

OUTSIDE DEBRIS LINE_ STRUCTURE KHWlM ELEVATION (FEET) -77 2 DATU.NM C Vt~

GROUND ELEVATION (FEET) 5. u; C DATUMf A4I- v-

BENCH1MARK ELEVATION (FEET) 7. C DATUMNI tQ6 VC')

SOL-RCE OF BENCHMIARK ELEVATION - 4pzi

BENCMIARK LOCATION ; ( 7 Pt)

LEVELINGMETHOD ac -c '=-7 /\_ _ iz>

OTHER OBSERVATIONS &;PS cczi . ELS _,-2 C-S Z- vV J

PHOTOGRAPHS: (ROLL # .PHOTO # )(ROLL # PHOTO# )



j4 Wi 1)HURRICANE OPAL L

HIGH WATER MARK (HMW) REPORT Report # 2 S

Sheet 1 of 2

DATE OF REPORT

REPORTING INDIVIDUAL(S) / - r. i

ADDRESS AT HWM C *e 1<r tK

LOCATION DESCRIPTION M P -oct , Ai sr kvALCA

_S,,29,;\f HvF" •1

DATE OF HWN'M OCCURRENCE I C1 TIME_



INSIDE MUD LINE X/ MARK ON FIXED

OUTSIDE X DEBRIS LINE STRUCTUREZX

HW*NM ELEVATION (FEET) 7 9i DATUM N & V b

GROUND ELEVATION (FEET) DATUM__

BENCHMIARK ELEVATION (FEET) 1 . O DATUIM N G-V.:

SOURCE OF BENCHMARK ELEVATION PeoI S>UVe

BENCHMIARK LOCATION ELb7 o (i t> ,, MA 1Zi

LEVELING METHOD AV L-e5e AN P"1-UY 2OTHEROBSERVATIONS ( 7TS ozJ s N3cP2 (A \A/& a3 S]

PHOTOGRAPHS: (ROLL # . PHOTO # )

(ROLL # .PHOTO # )



lower I 2 ~13~

HURRICANE OPAL

HIGH WATER MARK (HWM) REPORT Report # 2 a A 6

Sheet 2 of 2

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Show benchmark location

Show North arrow

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HURRICANE OPAL

HIGH WATER MARK (HMW) REPORT Report# 3Sheet 1 of 2

DATE OF REPORT )Q>3

REPORTING INDIVIDUAL(S) . , > tE~N

ADDRESS AT HWM C r 31* ' 7Ax D LS

LOCATION DESCRIPTION N L4P JE A;v1 or Iv rT N

.WICK FFswC'5 'L ~V 5

DATE OF HWM OCCURRENCE I U j A TIME_



INSIDE_ MUD LINE MARK ON FIXED

OUTSIDEDEv DEBRIS LINE X STRUCTURE wHWN'M ELEVATION (FEET) ( . 83 DATUM N5v±GROUND ELEVATION (FEET) DATUM_

BENCHMIARK ELEVATION (FEET) 15.8( DATM /VD

SOURCE OF BENCHIMARK ELEVATION /Q G) S

BENCHMARK LOCATION Q 2 9 n1 R\C9A413( s, . -SS

LEVELING METHOD A. 4 'oJ1W t'> Y - tcOTHEROBSERVATIONS (.PS c K 3 2 ' >J.1 3

PHOTOGRAPHS: (ROLL #

(ROLL #

. PHOTO # )

. PHOTO# )



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HURRICANE OPAL

HIGH WATER MARK (HWMI) REPORT Report# 3Sheet 2 of 2

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Show North ap'ow

C od v ho(-nV o4c-1 ee

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ELEVATION


HURRICANE OPAL

HIGH WATER MARK (HNIW) REPORT Report # 4Sheet 1 of 2

DATE OF REPORT 9 |/ S

REPORTING INDIVIDUAL(S) 2Ž . Iv. K'-E/<' s

ADDRESSATHWM1 13Z I 2 Ci r-L 1 . V\/aAH Ee-xcKLOCATION DESCRIPTION _/VV ChgcAa+-Jkicez Thcy @ -rrcec

,oU C Hq/ (*kDATE OF HWN'M OCCURRENCE I C)/4 ( 95 TIE_ _ _

DURATION OF OCCURRENCE__


INSIDE MUD LINEE MARK ON FIXED

OUTSIDE X DEBRIS LINE X STRUCTURE_

HWM1I ELEVATION (FEET) l 3. 0 8 DATU-M NIC-VT>


BENCH1MARK ELEVATION (FEET) & 5 DATUM.M t4(,VD

SOURCE OF BENCHMIARK ELEVATION V/VO_ er lve v lA c;:,k e c irv /-4 VAM 5 s r Vey

BENCHMARK LOCATION_

LEVELINGMETHOD A,,t l teweA cYr pVj Ak j

OTHER OBSERVATIONS cPS coA^ N3cDV7. vl '


(ROLL # .PHOTO # )



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HURRICANE OPAL

HIGH WATER MARK (HWM) REPORT Report #itSheet 2 of 2

*

*

*

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Show HWMNI

Show photographs (roll #, photo #) and vantagey0 d anglesShow benchmark location -,' A

Show North arrow /

ByN 6 ;-tvk 1 R I-XP) i

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ELEVATI[N

MICHAEL BAKER JR., LNC.

HURRICANE OPAL

HIGH WATER MARK (HMWW) REPORT Report # SC,

Sheet 1 of 2

DATE OF REPORT ( -3 sREPORTING INDIVIDUAL(S) >) / K 1 ei &

ADDRESS ATHWMI S'AE-II r6e\ Y' - f.; 'Yr 4Zla

LOCATION DESCRIPTION J vH 7 jS\ f te. fccr\F\Ne -\-ke \co.cV. C4 +\ 'h \ h04s1

DATE OF HWNM OCCURRENCE ko Li TfIME__



INSIDE X MUD LINE k MARK ON FIXED

OUTSIDE DEBRIS LINE_ STRUCTURE X

HWM.l ELEVATION (FEET) I c. 3 ) DATUM C\ C-%V b


BENCHMARK ELEVATION (FEET) (V5. c\~ DATUM I

SOURCE OF BENCHMIARK ELEVATIONL t ac- L S(vJ rve : -CIa1i) IC(k 7BENCHMIARK LOCATION U iAo S S qg: I rn acl Scr ( Ca C- (o

SV <\ y)n&cY< S~nLŽPLEVELING MfETHOD A -, \tIeA \ l k4 rcA

OTHER OBSERVATIONS \'>( q Sr3 CoScl 'SO rLj67 V3•' e \E r t N 3Cfe L4 1°fl0 I' , k! b- 5SPHOTOGRAPHS: (ROLL # , PHOTO # )

(ROLL # . PHOTO # )



HURRICANE OPAL

HIGH WATER MARK (HMW) REPORT Report #____

Sheet 1 of 2

DATE OF REPORT 1 cO!13CREPORTING INDIVIDUAL(S) - WcWC , / Vt\j Y rADDRESSATHWM 2rL4Oc jiickl SFf1-p. (Utr, P ILOCATION DESCRIPTION-P\ftljr *I; Src +hf acCL +t ThALL (5kck

t %tC-> C~ $9A1 m<ifnc IL .5t- r iDATE OF HI\NI OCCURRENCE Tl C|Li_ _ q 5 _TIM_DURATION OF OCCURRENCE


INSIDE _ NIUD LINE X MARK ON FIXED

OUTSIDE Y DEBRIS LINEE STRUCTURE__

HW\VM ELEVATION (FEET) I C) § 7 2- DATUMB M C. v' 1


BENCHMARK ELEVATION (FEET) I 5 DATUM J1'Q V )

SOURCE OF BENCHMARK ELEVATION()4 t ( -krC S rVea - C I -- I 67BENCHMARK LOCATION nidnnc2 So% Jy-v -icY: : > 1)J7-,/(7, Cor(ack

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PHOTOGRAPHS: (ROLL # .PHOTO # )(ROLL # .PHOTO # )



HURRICANE OPAL

HIGH WATER MARK (HWMD REPORT Report #5 4ASheet 2 of 2

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* Show photographs (roll #, photo #) and vantage points and angles

* Show benchmark location

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PLAIN


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HURRICANE OPAL

HIGH WATER MARK (HMW) REPORT Report #___

Sheet 1 of 2

DATEOFREPORT J C|1 3it)REPORTING INDIVIDUAL(S) -ThjYe(WO / vi V Kr.ADDRESS AT HWM Ic)S (fll rcl 5 i §kILOCATION DESCRIPTION ismcV rI4 ( - rr E;V<77cL \ \'&L-4

DATE OF HW1IM OCCURRENCE L TIME__________



INSIDE >- MUD LINE $'-.. MARK ON FIXED

OUTSIDE DEBRIS LINE STRUCTUTRE__

HWMNl ELEVATION (FEET) '. (362 S DATUM N

GROUND ELEVATION (FEET) DATUMI

BENCHMARK ELEVATION (FEET)6 3c77 DATUM 9A C-) V I)SOURCE OF BENCHMIARK ELEVATION NC29 \ - Ic (t 7BENCHMARK LOCATION Lo i cedc&L CloQ Ahe

LEVELING METHOD ,> rXC \t~#A a k \AL 1 rtWOTHER OBSERVATIONS Sl- < rYJccvi.G-i25 rec~2 c S M I\I/4DU2L42 ~/ 3.&c

PHOTOGRAPHS: (ROLL # .PHOTO # )(ROLL # .PHOTO# )



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HURRICANE OPAL

HIGH WATER MARK (HWMl! REPORT Report# __Sheet 2 of 2

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Sheet I of 2

DATE OF REPORT I IREPORTING INDIVIDUAL(S) ) VC4VCej 1 / v>I, kfetv1 e

ADDRESS AT HWM \\f A e 2 .

LOCATION DESCRIPTION 2 s 4 Y.s ctr> 9 rcxcec\oor LL4Xa1 Mc

DATE OF HWNM OCCURRENCE , , q ' TL-ME



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OUTSIDE 7- DEBRIS LINE STRUCTURE KHWN'M ELEVATION (FEET) ' ( DATUM < (j v' 4L


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HURRICANE OPAL

HIGH WATER MARK (HWM) REPORT Report #_7Sheet 2 of 2

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HIGH WATER MARK (HMW) REPORT Report # S

Sheet 1 of 2

DATE OF REPORT \cJ K-1b

REPORTING INDIVIDUAL(S) I) La'h, \i E-e

ADDRESSATHWN'I Sm nC\ Yc U 6-1 Cw bcc x alr) SLOCATION DESCRIPTION t4W4 H i I Ks ro)i4' Sct c4

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DATE OF HWMI OCCURRENCE tc | TIME_ _




OUTSIDE X DEBRIS LINE Y STRUCTURE )k

HWM ELEVATION (FEET) 7 2 2 7 DATUM1M St


BENCHMARK ELEVATION (FEET)g eo s DATUM 4 C J L

SOURCE OF BENCHMIARK ELEVATION 7L\- 'V21 2

BENCHMARK LOCATION Co-'a5 4 a B OA CD AP

LEVELING METHOD &nA% 1P\ ;c\ .p8W 1fciOTHER OBSERVATIONS 0B, r xo - N 3 0 Sl J9' Jb 9'02 1CIjNI c +~ o; C~ocL+.9o BC

PHOTOGRAPHS: (ROLL # .PHOTO # )(ROLL # .PHOTO# )



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HIGH WATER MARK (HMNIW REPORT Report # 19Sheet 1 of 2

DATE OF REPORT lCj <Th

REPORTING INDIVIDUAL(S) L gcArw-,. a VJ \/r'e

ADDRESS AT HWM 0- Ac\ c 41 \T v.C9

LOCATION DESCRIPTIONIALOMI1 3 Aorn *he flb- 4 ic, J Jrh\cvkf~ 3ACDf'zcA \)SE (a§A (4 _SN t ttDATE OF HI\-I OCCURRENCE _ t- |P3 TIME_ _




OUTSIDE K DEBRIS LINE > STRUCTI-RE X

HWNM ELEVATION (FEET) LL9il DATUM N co \ t


BENCHMARK ELEVATION (FEET) 9 . DATUMj(f

SOURCE OF BENCHMARK ELEVATION PLWk\L ')V2-9 '.BENCHMARK LOCATION e3sA o 3 -c

LEVELING MIETHOD AA-E Ief \ r-r wCOTHER OBSERVATIONS C-i Pci, M 3 3 9 9 d

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HURRICANE OPAL

HIGH WATER MARK (HWNI) REPORT Report #___Sheet 2 of 2

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HIGH WATER MARK (HMW) REPORT Report #_ _Sheet 1 of 2

DATE OF REPORT 1Cjl W qtcj

REPORTING INDIVIDUAL(S) L 4 l4c-c\ K glJ /ey rADDRESS AT HWM lzc N K

LOCATION DESCRIPTION VJMI) n l' 2 h-s sCwh oX A-n

DATE OF HWMAM OCCURRENCE 1 / H) 1 |5 TLME_

DURATION OF OCCURRENCE


INSIDE MUD LIINEE MARK ON FIXED

OUTSIDE __ DEBRIS LINEE STRUCTURE

H`WNM ELEVATION (FEET) 1 C) DATUM t\( & V L>


BENCHIMARK ELEVATION (FEET) - \ D DATUM C\ ( VLSOURCE OF BENCHMARK ELEVATION! il:J. - )S(K Csufa

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LEVELING METHOD A.-c Ye-co \

OTHER OBSERVATIONS sCx i f c.4-

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HURRICANE OPAL

HIGH WATER MARK (HWM) REPORT Report #

Sheet 2 of 2

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HIGH WATER MARK (HlMW) REPORT Report # 0 °

Sheet 1 of 2

DATEOF REPORT I |

REPORTINGINDIVIDUAL(S) S TV Pt yEL- I- /. >ytreKlADDRESS AT HWM CCt(A th\ - C't 'Bc1 i, ef

LOCATION DESCRIPTION a-, | I f trIt 11 4 rf'5

N o C of~ r- c VC cLL PHAcDATE OF HWf'M OCCURRENCE 'IN1E) |/ TIM _ _ _


TYPE OF MRK (CHECK ALL THAT APPLY)


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BENCHMARK ELEVATION (FEET) l+ J DATUM &J(6/tD

SOURCE OF BENCHMIARK ELEVATION Io 1 . ( . In e rs - &4

BENCHMARK LOCATION N\- o(rcnr C4 heH IAd(it t e.\0~tv Wft .s' rkA1

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PHOTOGRAPHS: (ROLL # . PHOTO # 3(ROLL # , PHOTO # )



HURRICANE OPAL

HIGH WATER MARK (HNIW) REPORT Report # / °,

Sheet 1 of 2

DATE OF REPORT 17 iIs-

REPORTING INDIVIDUAL(S) . P1 Q4 LLtb I t Sfi r('}NJADDRESS AT HWMI-t jc & - -' r--A i f (,iLOCATION DESCRIPTION _________ _______________

f\ C 'ytyr~ CY Fhc- (fi A ^r {;)

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HURRICANE OPAL

HIGH WATER MARK (HNIW) REPORT Report # 10 CSheet 1 of 2

DATE OF REPORT tCi |2j|

REPORTING INDIVIDUAL(S) rr Y L

ADDRESS AT HWM E(- - U

LOCATION DESCRIPTION : kk

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HURRICANE OPAL

HIGH WATER MARK (HWM) REPORT Report # j0 2 4 CSheet 2 of 2

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HIGH WATER MARK (HMW) REPORT Report #____

Sheet 1 of 2

DATE OF REPORT i) | 5

REPORTING INDIVIDUAL(S) b o. \- /.ADDRESS AT HWM Erycc\e caL& cA V rV.

LOCATION DESCRIPTION 7WAk 2-5 cFF oAP E-ertcA6 iX

DATE OF HNNM OCCURRENCE i C / A4 | TIME_



INSIDE X MUD LINE & MARK ON FIXED

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HW*NM ELEVATION (FEET) 7(L DATUM N G_ b>


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HURRICANE OPAL

HIGH WATER MARK (HWMD REPORT Report # I _

Sheet 2 of 2

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HIGH WATER MARK (HNIMW REPORT Report # 2 aSheet I of 2

DA-TFE OF REPORT Jo I z |

REPORTING INDIVIDUAL(S) (YI . i½Li / i. S--Y TOAADDRESSATHWM CRtr-w CII' FCRf Lv. ? '.LOCATION DESCRIPTION 9C \ , c rtw. 30 fett t- thr'm i

DATE OF HWIM OCCLRRENCE 1TIME_ ____



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OUTSIDE I DEBRIS LINE I STRUCTURE_

HWM ELEVATION (FEET) 5. X ' DATUM NC'LW

GROUND ELEVATION (FEET) DATUM

BENCHMARK ELEVATION (FEET) 5.q5 DATUM JSOURCE OF BENCHMIARK ELEVATION j LCraYtCA (&Cc( ,Av Srt - t2 yAa te

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PHOTOGRAPHS: (ROLL # , PHOTO # ?

(ROLL # .PHOTO # )



HiU RRICANE OPAL

HIGH WATER MARK (HNIW) REPORT Report # 2 bSheet 1 of 2

DATE OF REPORT Il

REPORTING LNDIVIDUAL(S) , g %Z S ; /C, 5y

ADDRESSATHV.i Cvrfler HW Ctv*cCc4(- toj4 pfjit DcvLOCATION DESCRIPTION &t. 2 e dt, (t. cf ft t 4- elr

rd t (WdL0.ow, fA C3 renckV T3 t#DATE OF HWVIM OCCURRENCE 1bl ' \ TIME_ __

DURATION' OF OCCURRENCE_

TYPE OF MNARK (CHECK ALL THAT APPLY)

INSIDE _ MUD LINE _ MARK ON FIXED

OUTSIDE DEBRIS LINE?, STRUCTURE_

HW*M ELEVATION (FEET) JD,, I A DATUM NGV b


BENCHMARK ELEVATION (FEET) S. 95 DATUM 'C IJ)

SOURCE OF BENCBIARK ELEVATION l,,. Co.xs* aov, (CA'C'1 - 41 J1;

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LEVELING METHOD it+ r


PHOTOGRAPHS: (ROLL # , PHOTO # )(ROLL # _ PHOTO # )

(NOTE: Illustrate HW1'M on sheet 2 with map and sketch.)


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HURRICANE OPAL

HIGH WATER MARK (HWM) REPORT Report# / Z 64 {

Sheet 2 of 2

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HIGH WATER MARK (HMW) REPORT Report # I 13Sheet 1 of 2

DATE OF REPORT I C I 1 | S

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HWIM ELEVATION (FEET) DATUM NkaVb


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HURRICANE OPAL

HIGH WATER MNARK (HWM) REPORT Report # I _

Sheet 2 of 2

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DATE OF REPORT K C |12c;

REPORTLNG INDIVIDUAL(S) I') P1 L/ ?Ii I ( / I) TZ/.

ADDRESSATHWM t i- LLuh4(od 2t, AC& RaUer) i L 1 6#GLt

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SV C ('y ~ccO (YC 1t iu-)bL~e g~ &cl~DATE OF HWMI OCCURRENiCE iC~ (7\-I|Cj 5 TiM_________

DURATION OF OCCURRENCE____ _______TYPE OF MARK (CHECK ALL THAT APPLY)

INSIDE _ MUD LINE MARK ON FIXED

OUTSIDE DEBRIS LINE STRUCTURE

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BENCHMARK ELEVATION (FEET)) Q S-3 DATUM vsc6 v I)

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HURRICANE OPAL

HIGH WATER MARK (HWM) REPORT Report # LSheet 2 of 2

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Sheet 1 of 2

DATE OF REPORT t I )()¶

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ADDRESSATHWM 'Ar k H lV wH c )(Lii cv-rr [ 3 C

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HIGH WATER MARK (HNMW) REPORT Report # L bSheet 1 of 2

DATEOFREPORT lth)(|lll(REPORTLNG INDIVIDUAL(S) . P1 ER£LL C / 4 (.YT(l A

ADDRESSATHWM A-akn. FW3)iw (>!(C f r'('A t42

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DATE OF HWN VIOCCURRENCE iC |9S _T _ ___



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OUTSIDE I DEBRIS LINEE STRUCTURE_

HWVM ELEVATION (FEET) . 31t DATUM '\J'D


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HURRICANE OPAL

HIGH WATER MARK (HWNI) REPORT Report # I __ __4 lSheet 2 of 2

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HURRICANE OPAL

HIGH WATER MARK (HMW) REPORT Report #j

Sheet 1 of 2

DATE OF REPORT ) | ls-

REPORTING INDIVIDUAL(S) f1. PI(kELL0 / P S)VThAI

ADDRESS AT HWMI A'tvH/7 [kxs >o1 6c' - f/,hter,/7

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DATE OF HWAM OCCURRENCE l (' j 9 TIME

DURATION OF OCCURRENCE_ _



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HURRICANE OPAL

HIGH WATER MARK (HWI)ND REPORT Report # | aO4,Sheet 2 of 2

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HIGH WATER MARK (HNIMW REPORT Report # 7 6 i

Sheet 1 of 2

DATE OF REPORT r s

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HWMAl ELEVATION (FEET) LL DATUM A&- l I)


BENCHMARK ELEVATION (FEET) i5, gi DATUM A&t CD)

SOURCE OF BENCHMARK ELEVATION F/. ?Xt,,A ; , kii-uBENCHMARK LOCATION ACE 6',+ nrr (fi , i ,4) (2ft"/e

LEVELING MENTHOD Su An /vf / a-rPl/ ,o, //; ,iJ

OTHER OBSERVATIONS N ?3o/,W/r'S - AtW ? ;1" fs/45; 7/

PHOTOGRAPHS: (ROLL # _ PHOTO # )

(ROLL # _ PHOTO # )



HURRICANE OPAL

HIGH WATER MARK (HMWIN REPORT Report # 171Sheet 1 of 2

DATE OF REPORT )L1 9

REPORTING INDIVIDUAL(S) ffl PI KRELL- / . Yerr'kj

ADDRESSATHVWM 5SVne -Ai\idat1 z i4 j"9 7t)i i, .,?t I ('aiLLOCATION DESCRIPTION 2 7 lS )IS -t+e ,b4 C-

( c r'rtC 4-/ /,9zc, -?y b,-, I

DATE OF HWNM OCCURRENCE /IC6I5' T I M E-



INSIDE_ MUD LINEE MARK ON FIXED

OUTSIDE_ DEBRIS LINE )( STRUCTURE_

HWM ELEVATION (FEET) ', I 1 DATUM NJG; C


BENCHMARK ELEVATION (FEET) 15 9Lf DATUM /r¶Jc_ t'J

SOURCE OF BENCHMARK ELEVATION /-i. (,j cf7 1 6,'/h/,z - (9,59 =

BENCHMARK LOCATION /\Jf Onr / C& 6 •, 0 4 jc' (~c/(i(1

LEVELING/METHOD 14,_ K' I! id l2 e 'lc!OTHEROBSERVATIONS Cji> cCn} L rl tCk -IV 3C"I9. ' W YS5 2/

PHOTOGRAPHS: (ROLL # , PHOTO # )(ROLL # __ PHOTO# )



(VI '3 ~

HURRICANE OPAL

HIGH WATER MARK (HWM) REPORT Report# I 7< isSheet 2 of 2

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Show HNVNM



Show North arrow

PLAIN

ELEVATION


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