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HomeMy WebLinkAboutkitty hawk 2015 app plans-03292021171254KITTY HAWK SHORELINE PROTECTION PROJECT DARE COUNTY, NORTH CAROLINA PROJECT SITE R EIGH c�O�t�OP�f701 CAPEHTTEPAS JACK90NNllE0 TCITY CAPE CAPE FEAR ATLANTIC OCEAN INDEX TO SHEETS 1 COVER SHEET 2 PROJECT OVERVIEW 3-15 BEACH FILL PLAN VIEWS 16-25 BEACH FILL PROFILES 26 BORROW AREA A PLAN VIEW 27 BORROW AREA A COORDINATE TABLE 28-29 BORROW AREA A CROSS -SECTIONS 30 BORROW AREA C PLAN VIEW 31 BORROW AREA C COORDINATE TABLE 32-33 BORROW AREA C CROSS -SECTIONS NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY O NO ODREDGE y AREA U � TOWN OF �DUCK K U AREA TOWN OF SOUTHERN ATLANTIC SHORES OCEAN OWN PROJECT OF KITTY' FILL AREA HAWK KITTY HAWK SAY BORROW TOWN OF AREA KILL DEVIL HILLS 0 12500 25000 GRAPHIC SCALE IN FT it s0 o< J 8125/15 Y: GK OMM NO 151386 EE T: 1 of 33 CURR) SOL 0 6000 12000 GRAPHIC SCALE IN FT NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY F- v S w 0 a: a� OJ 033 h y1? 00 Fw- V W BORROW W AREA C w Zo'o z'cu�( Z D V =Ua A'FLANtl w YW o OCEAN F Y TS =j a M� f o� m 1 GATE: 1�7 Ng3�� 8125/15 Y: IY DES RI ON GK OMM NO 151386 EET: 2 of 33 USACE BASELINE STATION 2015 MEAN HIGH WATER (1.18') 2015 MEAN LOW WATER (-2.05') � 15— EXISTING CONTOURS MAY, 2015 s+ OWN I — - - — MUNICIPAL BOUNDARY STARTER DUNE CORRIDOR ERN HOR - N19 tiw yoo ? KAREN OLIVOLA PRICE c) 18 OCEAN BOULEVARD KITTY HAWK, NC 27949 oa m u w u I STA ION-101.00 NORTHER PROJECT LIMIT �p .10+ NON� N ATLANTIC - OCEAN SEAWARD A I TOE OF FILL i - I PROJECT BEACH FILL BASELINE I BERM CREST s.� I = I 2015 MLW (-2.05) N >2 3 I 2015 MHW (1.18') A,�oo 3 LANDWARD LIMIT y OF BEACH FILL Ne>?Soo r N F s TOWN p UTHH N S O ES 0+ n^ ' CONSTRIJ TION !�I C..'+ - NOTES: — MATCH LINE SHEET 0 1. DATE OF AERIAL PHOTOGRAPHY; 2012 2- COORDINATES ARE W FEET BASED ON THE NORTH CARDLNA STATE PLANE COORDINATE SYSTEM, GRAPHIC SCALE IN FT NORTH AMERICAN DATUM OF 1889 B4AD&T} 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTCAL oATUM, 18B8(NAVDBB}REVISIOW 4. CONTOURSSIMMREPRESENTS SURVEY4C DATA COLLECTED BYCPE4MAY, 2015AT APPROXIMATELY 1000 FOOT INTERVALS. THE CONTOURS SHOWN ARE FOR GRAPHICAL PURPOSES ONLY AND NOT INTENDED FOR DESIGN - 5. STARTER DUNE CORRIDOR = AREA IN WHICH STARTED OL)NE WILL BE ODNSTRUCTED ON ASNEEDED BASIS (SEE CROSS SECTION 189+70 FOR EXAMPLE} 8. SAND FENCNG MAY BE INSTALLED ALONG THE STARTER OLMCORRIDOR SEAWARD OF THE ww 0 O W a a. z O J LU WU> Oxz a(yg Z uj o?L)xO NVm yW 3� ao x F Y � a s W f z= 1 ro0 z �s DA 8 25H5 Y: GK MN 151386 EET: 3 of 33 - . 1a80 USACE BASELINE STATION — - — 2015 MEAN HIGH WATER (1.18') 2015 MEAN LOW WATER (-2.05') / �15— EXISTING CONTOURS MAY, 2015 ® STARTER DUNE CORRIDOR / NORTH CAROLINA BEACH ACCESS AS IDENTIFIED BY DIVISION OF ' COASTAL MANAGEMENT ( o SEAWARD TOE OF: FILL BEACH FILL BERM CREST j — 2015 MHW (1.111) 9+9 .90 Li ATLANTIC STAGING J OCEAN AREA (� 0 ¢ i LANDWARD LIMIT z 01: BEACH FILL BYRD STREET _ t7 >� �) C NSTRUCTION -�o ACCESS h NOTES: MATCH LINE SHEET 5 0 100 200 I. DATE OF AERIAL PHOTOGRAPHY: 2012 2. COORDINATES ARE IN FEET BASED ON THE NORM CAROLINA STATE PLANE COORDINATE SYSTEM, GRAPHIC SCALE IN FT NORTH AMERICAN DATUM OF 1983 (NAD83. 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICANVERTICAL DATUTA 1988(HWVD88} 4. CONTOURSSHOWNREPRESENTS SURVEY DATA COLLECTED BY CPE-NC MAY, 2015AT APPROXIMATELY 1000 FOOT INTERVALS. THE CONTOURS SHOWN ARE FOR GRAPHICAL PI.RPOSES ONLY AND NOT INTENDED FOR DESIGN. 5. STARTER DUNE CORRIDOR- AREA IN WHCH STARTED DUNE WILL BE CONSTRUCTED ONASNEEDED BASIS (SEE CROSS SECTION 189+70 FOR EXAMPLE} 8. SAND FEW -NO MAY BE INSTALLED ALONG THE STARTER DUNE CORRIDOR SEAWARD OF THE LANDWARD TOE OF FILL AND WITHIN 10FT OF THE SEAWARD TOE OF DUNE. 1- U W 0 O a0. 00 0; 1U110> o1-go Ir a0a 2 ? uj J Lu o:3 NVfO Y� ao x _, E 8125/15 IY.- GK :OMMNC 1513W MEET: 4 of 33 USACE BASELINE STATION �n I ^ryyoo .OSOQ �'+� 2015 MEAN HIGH WATER (1.18') ryo' 2015 MEAN LOW WATER (4.05') N 20+02.' � 151 EXISTING CONTOURS MAY, 2015 ® STARTER DUNE CORRIDOR NRTHNA AS IIDENTIC�FI D BYBEACHACCESE DMSION OF COASTAL MANAGEMENT__ FONCK STREET I � a^ h & � �0 ~ W SEAWARD O l TOE OF FILI. a O J O w I i- BEACH FILL BERM CREST W U > g N J a� 2015 MLW f; 2.05') WZa J W LL Onu 0QQ =m I$ I t pU YLU ~Y l ECT :9ATLANTIC\ z OCEAN y3' x I A III n� 2015 MH1h' (1.18') MAYN STREET 1 — LANDWARD LIMIT OF BEACH FILL _ f IV D�3 Z. Z _F 9 b 6 36 I I _ �00 t NOTES: MATCH LINE SHEET 6 0 FA �.. 1. DATE OF AERIAL PHOTOGRAPHY. 2012 2. NOORDINATES RTHAMERICAN IN FEET BASEDON THE NORTFICAROLMA STATE BANE COORDINATE SYSTEM NORTHICAN OF RENCED7} GRAPHIC SCALE IN FT 8/25/15 Y: 3. IONS ARE INFEET FEET REFERENCEDQATLjAY.2 15A (NAV088?Ktvltsl TO NORTHLLECTE CONTOURS BY CPEY,L 4. OONTOUtSSFIO S SURVEY TA GK IODD FOOT AIS. THE APPROXIMATELY TEN FOOT INTERVALS. THE CONTOURS SHOWN ARE FOR GRAPHICAL WJRP0.SES CONTOURS SHOW ARE GRAPHICAL PHICA% ONLY AND NOT INIEPID®FOR DESIGN. M NO 5. STARTER DUNE CORRIDOR= AREA IN WHICH STARTED DUNE WILL BE CONSTRUCTED ONASNEEDED 151388 BASIS (SEE CROSS SECTION 18S�70 FOR EXAAYIE� B. SAND FENCING MAY BE INSTALLED ALONG THE STARTER DUNE CORRIDORSEAWARD OF THE MEET-- LANDWARD TOE OF FILL AND WITHIN IOFTOFTHE SEAWARD TOE OF DUPE. 5 of 33 SENNETTSTREET I r OTES: n 1. DATE OF AERIAL PHOTOGRAPHY. 2. COORDINATES ARE IN FEET BASE �g NORTH AMERICAN DATUM OF 19E ` 3. ELEVATIONS ARE IN FEET REFEF G 4. CONTOURS SHOWN REPRESENT: q APPROXIMATELY IODO FOOT INTE 1 ONLY AND NOT INTENDED FORCE 3 5. STARTER DUE CORRIDOR -ARE BASIS (SEE CROSS SECTION 169' 8. SAND FENCING MAY BE INSTALLS LANDWARD TOE OF FILL AND WIT V THE NORTH CAROLINA STATE PLANE ODORDNATE SYSTEM, ED TO NORTHA0.£PoCAN VERTICAL DATU, 1968(MVD88} FNEY DATA COLLECTED BY CPE-K MAY, 2D15AT S. THE CONTOURS SHONMARE FOR GRAPHICAL PURPOSES WHICH STARTED DUNE WILL BE CONSTRUCTED ON AS NEEDED 1R EXAAPLEj DOG THE STARTER DUNE CORRIDOR SEAWARD OF THE 10 FT OF THE SEAWARD TOE OF DUNE, USACE BASELINE STATION 01+80 — • • — 2015 MEAN HIGH WATER (1.18') 2015 MEAN LOW WATER (.2.05') 'Is' EXISTING CONTOURS MAY, 2015 ® STARTER DUNE CORRIDOR NORTH CAROLINA BEACH ACCESS AS IDENTIFIED BY DIVISION OF SEAWARD TOE OF FILL BEACH FILL BERM CREST ATLANTIC OCEAN _ — 2015 MLW (-2.05') 2015 MHW ('08) LANDWARD LIMIT OF BEACH FILL N- U W 0 zQ aZ OJ L) Ua 3 w WU> O 2:z � K ...77 a a LU 22J Lu C)�U qq U m yW 3� ao z �R //\ sa W �- IVY = � W 3 �ry b 0 zu i= 5 0 3 _ — / § O� DATE: GRAPHIC SCALE IN FT 8f25115 r: GK REVlSI ATE BY OMN N0. 151386 MEET: 6 of 33 'W A- ECKNER STREET is z4i VOTES: 1. DATE OF AERIAL PHOTOC 2. COORDINATES ARE IN FE NORTH AMERICAN DATA 3. ELEVATIONS ARE IN FEE' 4. CONTOURS SHOWN REPF APPROXIMATELY 10DO FO ONLY AND NOT INTENDEI S. STARTER DLL CORRIDC BASIS (SEE CROSS SECTI 6. SANDFENCWGMAYRFIn FCH LINE SHEET 6 LEGEND: &1+80 USACE BASELINE STATION %/ — • — 2015 MEAN HIGH WATER (1.18') 2015 MEAN LOW WATER (-2.05') �15— EXISTING CONTOURS MAY, 2015 ® STARTER DUNE CORRIDOR NORTH CAROLINA BEACH ACCESS AS IDENTIFIED BY DIVISION OF to ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, (N4mL NOED TO NORTH AMERICAN VERTICAL DATUM 198E (NAVD88} SURVEY DATA COLLECTED BY CPE44C MAY, 2015 AT /ALS. THE CONTOURS SHOWN ARE FOR GRAPHICAL PURPOSES OF FILL AND WITHIN 4 SEAWARD TOE OF FILL w O 0. BEACH FILL BERM CREST O J ° q w > oxz IL0g ZZJ ATLANTIC w i E OCEAN Wx x° z u U Al U) Y — --- 2015 MHW (1.18') -'--- 2015 MLW (-2.05') ------ LANDWARD LIMIT OF BEACH FILL z � N61' W S z t s ,6i O =u 74,= G i u 0 100 200 DA GRAPHIC tCALE IN FT 8/25/75 Y: GK OMM NO EL 151386 EET: r7 of 33 .. _ Qo 01+80 USACE BASELINE STATION - 70+. •• -_-- - ^vQ� — • • — 2015 MEAN HIGH WATER (IA8') 94S _ 2015 MEAN LOW WATER (-2.05') T �15' EXISTING CONTOURS MAY, 2015 STARTER DUNE CORRIDOR NORTH CAROUNA BEACH ACCM AS IDENTIFIED BY DIVISION OF COASTAL MANAGEMENT 00 f N866 E WILKINSSTREET ) I - SEAWARD 6ASELINE TOE OF FILL -i 1� j ATLANTIC I OCEAN z 2015 MLW (-2.05') J 2015 MHW (1.18') 3 BEACH FILL BERM CREST I� L HAWKS STREET 1. DATE OF AERIAL Y. COORDHATESAF NORTH AMERCA) 3. ELEVATIONS ARE 4. CONTOURS SHOA APPROXIMATELY ONLY AND NOT IN 5. STARTER DUNE LANDWARD LIMIT OF BEACH FILL `I a�s� — — ry°�� _ _ MATCH LINE SHEET 9 0 100 200 BASED N �3}} F19�8'.1O(N4�DBNORTH CAROLNA STATE PLANE COORDINATE SYSTEM, GRAPHIC SCALE IN FT EFER=NCEDTONORTHAWJW-MVERTKYALDATLM, 198B(N4VDBB} SURVEY CENTS DATA COLLECTED 8YCP6HC MAY, 2015AT INTERVALS. TW CONTOURSSHOVM ARE FOR GRAPHICAL PURPCUES 3RDESI3N. AREA H WHOA STARRED OUNE WALL BE CONSTRUCTED OfJ AS NEEDED BASIS (SEE CROSS SECTION 189+M FOR , • ._ 8. SAND FENCHO MAY BE INSTALLEO AL% LANDWARD TOE OF FILL AND WITHIN 10 rA 8I25H5 GK *mm N0. 151386 8 of 33 MATCH LINE SHEET 8_ - I - &1+80 USACE BASELINE STATION ^yh . — 2015 MEAN HIGH WATER (1.18') 2015 MEAN LOW WATER (-2.05') �-15^ EXISTING CONTOURS MAY, 2015 I ® STARTER DUNE CORRIDOR a NORTH CAROUNABEACH ACCESS AS IDENTIFIED BY DIVISION OF COASTAL MANAGEMENT m..v 89+58.91 tied O E BALCHEN STREET H w Q I az oo O J O PR JECT I o�` w u Tory ~OH z �- SEAWARD 0. 0 g —` TOE OF FILL z z J B _ I J LL ATLANTIC W 2 = OCEAN x°O OO a -- — C" YW ir _-- _- 2 3 — — . BEACH FILL ke�� = o BERM CREST QaJ' y _ _ 2015 ML\&' (-2.05') E 2015 MHW (1.18) 99+99.71 -- LANDWARD LIMIT = k OF BEACH FILL -'� - z F Ave, u- 3s z� zx 5 0 e HIS ORI o STREET lV — —� T$s MATCH LINE SHEET 10 0 700 200 oA>E: DATE � 1. DATE OFAERW.PHOTOGRAPINY:2012 F 2 COORDINATES ARE IN FEET BASED ON IVE NORTHCAROLNIA STATE PINE COORDINATE SYSTEM, GRAPHIC SCALE IN FT 8/25/15 & NORTH AMERICAN DATUM OF 1083(µgp83� y; s 3. ELEVATIONS ARE IN FEET REFERE0 TO NORTHAWJWMVERTIGW-DATLM, IBBB(NAVD88). SURVEY 4. CONTOURS SHOWN REPRESENTS DATA COLLECTED BY CPE.NC MAY, 2D15AT GK XIM sq APPROATELY 1000 FOOT INTERVALS. THE CONTOURS SHOWN ARE FOR GRWHICAI-FVRPOSES AI NO. ONLY AND NOT INTEPDEDFORDESM - S. STARTER DUNE CORRIDOR- AREA IN WHICH STARTED DUNE WILL BE CONSTRUCTED ON AS DEEDED 151388 BASIS (SEE CROSS SECTION ISOM FOR EXAMPLE). T: &SAND FENCING MAY BE INSTALLED ALONG THE STARTEROUNE CONDOR SEAWARD OF THE LANDWARD TOE OF FILL AND WITHIN IOFTOF THE SEAWARDTOEOF DUNE. z9 \ �U z OJ CT E INE 0 a 'z U' > N STARFISH LANE i. N 1 119+99.141 dill i+ I/1---- LL—A_: 1 \ lli NOTES: MATCH LINE SHEET 11 n 1. DATE OF AERIAL PHOTOGRAPHY. 2012 2. COORDINATES ARE N FEET BASED ON TFE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1963(IQ m0 3. ELEVATIONS ARE N FEET REFERENCED TO NORTH M£RICANVERTICAL DATUM, 19M(INAVI)88). S 4. CONTOURS SHOWN REPRESENTS SURVEY DATA COLLECTED BY CPE-NC MAY, 2615AT y APPROXIMATELY 1000 FOOT INTERVALS. THE CONTOURS SHOWN ARE FOR GRAPHICAL KWOSES 5 ONLY AND NOT INTENDED FOR DESIGN i 5. STARTER DUNE CORRIDOR- AREA N WHICH STARTED DUNE WILL BE CONSTRUCTED ON AS NEEDED BASIS (SEE CROSS SECTION 169+70 FOR EXA PI.E) 5 6. SPND FENCING MAY BE INSTALLED ALONG TFE STARTER DUNE CORRIDOR SEAWARD OF TW LANDWARD TOE OF FILL AND WITHIN 10FTOF THE SEAWARD TOE OF DUNE. ,&1+80 USACE BASELINE STATION — - - — 2015 MEAN HIGH WATER (1.18') 2015 MEAN LOW WATER (-2.05') ,15— EXISTING CONTOURS MAY, 2015 ® STARTER DUNE CORRIDOR NORTH CAROLINA BEACH ACCESS AS IDENTIFIED BY DMSION OF N SEAWARD TOE OF FILL BEACH FILL BERM CREST ATLANTIC OCEAN 2015 MLW (-2.05) 2015 MHW (1.18') LANDWARD LIMIT OF BEACH FILL �s S zi "862� .63 .63 25 z _ IOGRAPHIC SCALE IN FT 15 Y: GK 901AM NO, 75138fi MEET: 10 of 33 — — MATCH LINE SHEET 10 0�0 Bsr 01+80 USACE BASELINE STATION _, - — • • — 2015 MEAN HIGH WATER (1.18) 2015 MEAN LOW WATER (•2.05') �.15"— EXISTING CONTOURS MAY, 2015 EZ2STARTER DUNE CORRIDOR W LILLIAN STREET N U z og �z � J V 60 PROJECT BASELINE Z rc NOTES: MATCH LINE SHEET 12 0 100 200 n 1. DATE OF AERIAL PHOTOGRAPHY: 201Z i 2. COORDINATES ARE W FEET BASED ON THE NORTH CAROLINA STATE RAW OOORDIlATE SYSTEM, GRAPHIC SCALE IN FT NORTH AMERICAN DATUM OF 1983(NAMI 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AERICANVERTK?L DATLM, 1988(NAVDBBA j 4. COMOU2S SHOWN REPRESENTS SURVEY DATA COIECTED BY OPE-NCMAY, 2015 AT p APPROXIMATELY i000FOOTINTERVALS. THE CONTOURS SHOWNARE FOR GRAPHCALPURPOSES 1 ONLY AND NOT INTENDED FOR DESIGN S. STARTER DUNE CORRIDOR= AREA IN WWCH STARTED DUNE WILL BE CONSTRUCTED ON AS NEEDED BASIS (SEE CROSS SECTION 189+70 FOR EXAMPLE), 6. SAND FENCING MAY BE INSTALLED ALONG THE STARTERDUNE CORRIDOR SEAWARD OF TFE LANDWARD TOE OF FILL. AND WITHIN 10 FT OF THE SEAWARD TOE OF DUNE. SEAWARD TOE OF FILL BEACH FILL BERM CREST 2015 MLW (-2.05') 2015 MHW (I. If)') ATLANTIC OCEAN LANDWARD LIMIT OF BEACH F71LL H oo W O It Q D. Z OJ Q a. 3 W IUB (a1 > IZ 9L 0 0IL 2 .J Ix � LU Y� as =o Y 0 z zz a- z W i 50 04 ' Z z 9~ a u 8/25115 3Y: GK :OMM NO. 151386 SHEET: 11 of 33 1 8+27.64 KITTY HAWK ROAI SR 1200 Al+80 USACE BASELINE STATION — — 2015 MEAN HIGH WATER (1.18') 2015 MEAN LOW WATER (•2.05') —15^ EXISTING CONTOURS MAY,2015 ti/ ® STARTER DUNE CORRIDOR NORTH CAROUNABEACH ACCESS AS IDENTIFIEDBY DIVISION ION v v ACCESS I �<R c~i STA ING _— ti° Lu ARE I i- SEAWARD Ng o I — — TOE OF FILL pop a 2J BEACH FILL 00 ; BERM CREST L) > I pxz / --' a03 YSt. I W o 2015 MLW (-2.05') z t si x V� ODU i I 2015MHW(1.18') IfiUm z =U � I BASELINE i ATLANTIC �\ Y a I OCEAN Z > I R LANDWARD LIMIT + I OF BEACH FILL .46 W 9 •p p0p�I Zs w 4"o u e� ROLE STREET NOTES: MATCH LINE SHEET 13 0 DAZE: i 0 1. DATE OF AERIAL FkiOTOGRAFt11':2(Yf2 8/25/15 [ 2. COORDINATES ARE N FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, GRAPHIC SCALE IN FT fi NORTH AMERICAN DATUM OF 1983 (N4083). Y: 3. ELEVATIONS ARE IN FEET REF ERENCEDTONORTHAMER ,ERTI(.PLDATUA, 1988(NAVDSB} MI IONS 6 4. CONTOU2SSHOWNREPRESENTS SURVEY DATA COLLECTED BY CPEIIC MAY, 2015AT GK I 5 APPROXIMATELY IOOD FOOT INTERVALS, THE CONTOURS SHOWN ARE FOR GRAPHICAL PLFPOSES OMM NO. 5 ONLY AND NOT INTENDED FOR DESKiN. p S. STARTER DIME CORIUDOR-AREA IN WHICH STARTED DUNE WILL BE CONSTRUCTED ON AS NEEDED 151386 BASIS (SEE CROSS SECTION 169+70 FOR EXAMPLE} EET: y 6. SAND FENCING MAY BE INSTALLED ALONG THE STARTER DIME CORRIDOR SEAWARD OF THE S LANDWARD TOE OF FILL AND WITHIN 10FTOF THE SEAWARD TOE OF DUNE. — 12 of 33 MATCH LINE SHEET 12 &1+80 USACE BASELINE STATION — 2015 MEAN ^cg Spy • • — HIGH WATER (1.18') --------- � � ,y 2015 MEAN LOW WATER (-2.05') _ - ---15' EXISTING CONTOURS MAY. 2015 _ I STARTER DUNE CORRIDOR 4 U °a -- — - W z — > \p�0 0 SEAWARD K W 155$9.55 — _ TOE OF FILL r u > PROJECT - (� a IL BASELINE 0 i z BEACH FILL J IL - BERM CREST wX i = -� . 0OU NVm 2015 MLW (-2.05') ; s I ac a i 2015 MHW (1.18') HITE SEET ATLANTIC SRz 6 Ale 8�0ov LANDWARD LIMIT OF BEACH FILL dA y - u a x PE pgU N N „ =ud €7 21i = e AM z.� = g — NB > pepH OATS MATCH LINE SHEET 14 0� DATE: 1. s 2 DATE OF AERIAL PHOTOGRAPHY: 2012 COORDINATES ARE IN FEET BASED ON THE NORTH CAROLNA STATE PLANE COORDINATE SYSTEM, NORTH GRAPHIC SCALE IN FT 8/25//5 s 3. AMERICAN DATUM OF f983(WW). ELEVATIONS ARE IN FEET REFERENCED TO NORTHAERIGWVERTICALDATUM, IM(NAVDBB} Y: 4. CONTOURS SHOWN REPRESENTS SURVEY DATA COLLECTED BY CPE-NC MAY, 2015AT A GK OMU NO. APPROXIMATELY IODO FOOT INTERVALS. THE CONTOURS SHOWN ARE FOR GRAPHICAL PURPOSES ONLY AND NOT INTENDED FOR DESIGN S. STARTER DUNE CORRIDOR.. AREA N WHICH STARTED CLINE WILL BE CONSTRUCTED ON AS NEEOED 151386 6. BASIS (SEE CROSS SECTION 169+70 FOR EXAMPLE). SAND FENCING MAY BE INSTALLED ALONG THE STARTER DUNE CORRIDOR SEAWARD OF THE EET: 3 LANDWARD TOE OF FILL AND WITHIN 10 FT OF THE SEAWARD TOE OF DUNE 13 of 33 N Z R .. ( F- z ' aJa U A la SIBBERN DRIVE z A =< NOTES: 1. DATE OF AERIAL PHI ' 2. COORDINXTESARE E NORTH AMERICAN C 3. ELEVATIONS ARE IN 4. CONTOURS SHOWN y APPROXIMATELY 101 1 ONLY AND NOT INTE 6 5. STARTER DUNE COS BASIS (SEE CROSS: 6. SANDFENCINGMAY i LANDWARD TOE OF USACE BASELINE STATION ,&1+80 — • — 2015 MEAN HIGH WATER (1.18') — — 2015 MEAN LOW WATER (-2.06) �15— EXISTING CONTOURS MAY, 2015 ---- MUNICIPAL BOUNDARY ® STARTER DUNE CORRIDOR SEAWARD I TOE OF FILL BEACH FILL BERM CREST /— 2015 MLW (-2.05') -- 2015 MHW (1.18') ATLANTIC OCEAN LANDWARD LIMIT OF BEACH FILL 1 � — — — — MATCH LINE— SHEET 15 0 100 200 D12. rfnmwg==== ON THEE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, GRAPHIC SCALE IN FT NCED TO NORTH AAERICAN VERTICAL DATUM, 19880 AVDBB} RFVISI SURVEY DATA COLLECTED BYCPE-NC MAY, 2015AT f4lil lfi JALS. THE CONTOURS SHOWN ARE FOR GRAPHCAL F- U W O K IL O "j O; WW 05 aoZ g ZIL ?J QOLu NUm Yw 3Q FA 8125115 Y: GK 5 NO. 151386 1EET: 4 of 33 _ MATCH LINE SHEET 14 _ W -- - - a 189+81I.'10 SEAWARD 1 M I TOE OFFILL f BEACH w FILL BERM NBSS - CREST a a s I 2015 MLW z j (-2.05') g z; ? - wui 2915 MHW ^gal/ 0 X z ARCH STREET (1.18') a� '-_ - _--� 4 / W Z0 IL J P OJ C �" LANDWARD w LL B SE IN LIMIT OF wo Z u Z --- BEACH FILL m v g m - a X > =G W ATLANTIC /V W I - OCEAN ess000 x o HELGA STREET 41 _ STA ION 199+81 g -- ar • SOUTHER PROJECT LIMIT 199+ 1 _ 9 `"^ BKS IN STMENTS, LLC - 0 VIRGI IA DARE TRAIL KILL DE IL HILLS. NC / G --- 27948 A / E? TOWN OF _ --- ( r� KIL DEVIL HIL 5 ro3 .. 0 100 200 NB z GRAPHIC SCALE IN FT gyp' g 6Q g wd' 01+80 USACE BASELINE STATION O 4a — - - — 2015 MEAN HIGH WATER (1.18') 3 / 2015 MEAN LOW WATER (-2.05') NOTES: 15— EXISTING CONTOURS MAY, 2015 1. AERIALPHOTOGRAPW.2012 ® STARTER DUNE CORRIDOR DATE: N 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983091383} NORTH CAROUNABEACHACCESS 8/25/15 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AhERICAN VERTICAL DATUM, 1988(NAVD88} • AS IDENTIFIED BY DIVISCOASTAL MANAGEMENT OF V: i 4. CONTOURS SHOWN REPRESENTS SURVEY DATA COLLECTED BY CPEIJC MAY,2015AT APPROXIMATELY 1000 FOOT INTERVALS. THE CONTOURS SHOWN ARE FOR GRAPHICAL PURPOSES GK ONLY AND NOT INTENDED FOR DESIGN.VEWRIPTI04 OMM NO. 5. STARTER DUNE CORRIDOR- AREA IN WHICH STARTED DUNE WILL BE CONSTRUCTED ON AS NEEDED BASIS (SEE CROSS SECTION 169+70 FOR EXAMPLE} I 151386 O B. SAND FENCING MAY BE INSTALLED ALONG TW STARTER DUNE CORRIDOR SEAWARD OF THE LANDWARD TOE OF FILL AND WITHIN 10 FT OF THE SEAWARD TOE OF DUE. SHEET: 7. SOUTH TAPER NOT REQUIRED IF KITTY HAWK PROJECT CONSTRUCTED AT THE SAME TIME AS 15 of 33 KILL DEVIL HILLS PROFILE: STA. 0+00 25 25 w 20 20 LU 15 15 w O y 10 10 Z CL Q z 5 4Ld- 5 z7 ------ EkL- L 0 0 F6�N -5 5 f V LL LU -10 -10 a0a -15 -15 i Z j 20 J LL 1 0 2 0 3 O 4 0 5 0 6 0 760 8 020 aW'zc=i DISTANCE ALONG PROFILE (FEET) N o m YW 3Q PROFILE: STA. 10+00 = c 25 25 r w 20 - 20 Y 0 15 -15 4 10 10 ggE Z ti Z 5 5 0 0 3 w 5 -5 a w -10 imommmim!" 10ph a 3i x 15 -15 s z 200 E3 160 260 360 4 6b0 020 DISTANCE ALONG PROFILE (FEET) e 3 LEGEND: F dl & EXISTING GRADE MAY 2015 Kt DESIGN TEMPLATE 0`—� g I $ — — MEAN HIGH WATER LINE (MHW) LGGRAPHIC OSCALE u 39 MEAN LOW WATER LINE (MLW) VERTICAL IN FT STARTER DUNE 0 100 200 DATE: 8/25/15 NOTES: HORIZONTAL GRAPHIC SCALE IN FT y, 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICANREVISIC �1a' GK OMM N0. g VERTICAL DATUM OF 1988 (NAV088). a 2. BATHYMETRIC SURVEY PERFORMED MAY 2015, BY CPE-NC. 151366 ci 3. NOT AN ENGINEERED OR CONSTRUCTION DRAWING, FOR ENVIRONMENTAL HEFT: PERMITTING ONLY. ACTUAL CONSTRUCTION DRAWINGS PER ENGINEER. i PROFILE(S) BASED ON 2015 DATA AND ARE SUBJECT TO CHANGE. 16 of 33 EL. .0' �i�iiiiY FF! PROFILE: STA. 20+03 25 5, - STARi�ER DUNE EXAMPLE 20 25 20 u- 15 15 w 10 z10 a Q 5 5 of O 0 0 F- cc 0 S 5 W0� w f LL x it -10 10 w -15 15 IL i 0.z � 20 20 J LL = u 1 0 2 0 300 400 5 0 6 0 700 8110 aW' DISTANCE ALONG PROFILE (FEET) N u m YLU 3 PROFILE: STA. 30+06 = 25 25 w20 20 Y u- 15 15 e 0 a 10 10 Z 5 5 R F— 0 0 w -10 -10 a x 15 -15 100 20 3 40 50 60 70 8020 DISTANCE ALONG PROFILE (FEET) FLEGEND: i o p$gg — — — EXISTING GRADE MAY 2015 0 3 d DESIGN TEMPLATE 0 10 20 c — — MEAN HIGH WATER LINE (MHW) u ; MEAN LOW WATER LINE (MLW) VERTICAL GRAPHIC SCALE IN FT STARTER DUNE 0� BATE: NOTES: HORIZONTAL GRAPHIC SCALE IN FT 8/25115 y. 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN REVISI GK NO. g VERTICAL DATUM OF 1988 (NAVD88). _COMM 'g 2. BATHYMETRIC SURVEY PERFORMED MAY 2016, BY CPE-NC. i 1513es 13 �7 3. NOT AN ENGINEERED OR CONSTRUCTION DRAWING, FOR ENVIRONMENTAL E PERMITTING ONLY. ACTUAL CONSTRUCTION DRAWINGS PER ENGINEER. PROFILE(S) BASED ON 2016 DATA AND ARE SUBJECT' TO CHANGE. 17 of 33 EL. 6.0 STA TER DUNE E MPLE 5,� i _ 11 .EL. 6. ' ---- ---- �---- --- ---- ----- MNYY_ PJ,�L19' s PROFILE: STA. 40+24 25 25 w20 20 d 15 LL 15 F w 10 10 ? It Z 5 O 0 5 z� Qooy ,2115, p w w 'S -5 f V U. w -10 _10 ozo a�a -15 _15 Z Z � 20 1 0 2 0 3 0 460 560 6 0 7 0 8 020 Ill DISTANCE ALONG PROFILE (FEET) N u m Yw w PROFILE: STA. 50+28 = c 25 25 20 20 = LU 0 15 15 10 10 Z 5 5 O 0 Mb IL 1M f 1j _5 _5 w -10 -10 x 15 -15 8 20 160 20 30 40 50 60 70 80 -20 i � z 1 DISTANCE ALONG PROFILE (FEET) r ip LEGEND: — — — EXISTING GRADE MAY 2015 DESIGN TEMPLATE 10 20 — — MEAN HIGH WATER LINE (MHW) H MEAN LOW WATER LINE (MLW) VERTICAL GRAPHIC SCALE IN FT If STARTER DUNE 10I�-- /100200 GATE: g� = NOTES: HORIZONTAL f-�� GRAPHIC SCALE IN FT 8/25115 y, 1. ELEVATIONS SHOWN ARF IN FEET REFERFNCFD TO NORTH AMFRICAN NIS GK VERTICAL DATUM OF 1988 (NAVD88). OMM NO. 2. BATHYMETRIC SURVEY PERFORMED MAY 2015, BY CPE-NC. 3. NOT AN ENGINEERED OR CONSTRUCTION DRAWING, FOR ENVIRONMENTAL 151386 13 PERMITTING ONLY. ACTUAL CONSTRUCTION DRAWINGS PER ENGINEER. E n' PROFILE(S) BASED ON 2015 DATA AND ARE SUBJECT TO CHANGE. 18 of 33 5, STARTER DUf�E EXAMPLE El. .0' 5. TARTl�R DUN EXAMPLE PROFILE: STA. 60+50 25 r 25 w 20 20 F v; 15 -15 w 0 10 .10 n z z IL z z 5 O 5 zJ 0 0 UQW -5 w -5 1- O a w -10 10 Ox0 a a O 15 15 Zz� 20mi0560 s z U 2b0 3 0 44 6b0 760 86020 DISTANCE ALONG PROFILE (FEET) w u m PROFILE: STA. 70+03 = 25 STARTER DU E EXAPLE 25 w 20 20 y u- 15 15 E ¢ 10 10 5 5 " z R F-0 v 0 ww -5 5 w -10 10 FW s x -15 -15 a 20 W Ei 1 0 20 3 40 50 60 70 8020 DISTANCE ALONG PROFILE (FEET) b �gp LEGEND: s �i — — — EXISTING GRADE MAY 2015 4 p DESIGN TEMPLATE 110 �0 3 ----- MEAN HIGH WATER LINE (MHW) MEAN LOW WATER LINE (MLW) VERTICAL GRAPHIC SCALE IN FT STARTER DUNE 0 100 200 DATE: NOTES: HORIZONTAL GRAPHIC SCALE IN FT 825115 3Y.. 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN GK aMM no. g VERTICAL DATUM OF 1988 (NAV088). a 2. BATHYMETRIC SURVEY PERFORMED MAY 2015, BY CPE-NC. _ 151386 3. NOT AN ENGINEERED OR CONSTRUCTION DRAWING, FOR ENVIRONMENTAL SHEET: PERMITTING ONLY. ACTUAL CONSTRUCTION DRAWINGS PER ENGINEER. a PROFILE(S) BASED ON 2016 DATA AND ARE SUBJECT TO CHANGE. 79 of 33 5, ,M _ PROFILE: STA. 80+15 25 S1�ARTERDUNE EXAMPLE 25 5, W20 20 15 15 H 10 10 ? X Q a z 5 g 5 Z3 0 0 ��N -5 5 Fv LL s w -10 -10 9L 15 15 i i 20 .J LL 1 0 20 30 40 50 60 70 8020 DISTANCE ALONG PROFILE (FEET) ooZcs) y V m YW PROFILE: STA. 89+57 = c 25 25 w 20 -20 Y 15 -15 Q 10 10 z z 5 5 p 0 tZ F- 0 -5 w -10 -10 a x -15- 15 s -�1b0 2b0�460 560 6b0 760 8a020 yiy DISTANCE ALONG PROFILE (FEET) LEGEND: s g EXISTING GRADE MAY 2015 < DESIGN TEMPLATE 0� MEAN HIGH WATER LINE (MHW) MEAN LOW WATER LINE (MLW) VERTICAL GRAPHIC SCALE IN FT STARTER DUNE 0 100 200 ATE' NOTES: HORIZONTAL GRAPHIC SCALE IN FT 8/25/15 y; I. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN GK g VERTICAL DATUM OF 1988 (NAV088). �gAwl N0. Tbs 2. BATHYMETRIC SURVEY PERFORMED MAY 2015, BY CPE-NC. t51366 3. NOT AN ENGINEERED OR CONSTRUCTION DRAWING, FOR ENVIRONMENTAL PERMITTING ONLY. ACTUAL CONSTRUCTION DRAWINGS PER ENGINEER. a PROFILE(S) BASED ON 2016 DATA AND ARE SUBJECT TO CHANGE. 20 of 33 L. 6. ' --+ Mli1N_ EL�LLe' _---- PROFILE: STA. 100+00 25 STARTER DUNE EXAMPLE 25 w 20 5 20 w 0 15 All j E ,-1a.o 15 � W Z 5 I �i EL. 8.0{ 4 Z Z _ ` - - 115 5 Z J -------- - ----- _ EL Lt8' _00 p 1_t � Atif1N_d -5 — -- + — 5 FULL w -10 10 a0a 15 15 ILI i Z U. 3} 20 1 210 3 4 0 560 6 0 7 0 8 020 Wa'F7U DISTANCE ALONG PROFILE (FEET) mom m yW 3 PROFILE: STA. 109+99 i a 25 STA TER DNE E MPLE 25 r w 2 20 y w 0 1 o 15 1 10 Z b zMLW EL. _ 5 QN_ _p 0 N w5 w -1 -10 A x 1 15 W ta o 2 100 20 30 40 50 60 70 8020 DISTANCE ALONG PROFILE (FEET) b LEGEND: — — — EXISTING GRADE MAY 2015 ► C DESIGN TEMPLATE 8 0 10 20 MEAN HIGH WATER LINE (MHW) u MEAN LOW WATER LINE (MLW) VERTICAL GRAPHIC SCALE IN FT 1 STARTER DUNE 0 100 200 DATE' 8126115 NOTES: HORIZONTAL GRAPHIC SCALE IN FT Y..1. ELEVATIONS SHOWN ARF IN FEET REFERFNCED TO NORTH AMERICAN GK g VERTICAL DATUM OF 1988 (NAVD88).COMM NO. 'g 2. BATHYMETRIC SURVEY PERFORMED MAY 2015, BY CPE-NC. 151386 �i 3. NOT AN ENGINEERED OR CONSTRUCTION DRAWING, FOR ENVIRONMENTAL SHEET: PERMITTING ONLY. ACTUAL CONSTRUCTION DRAWINGS PER ENGINEER. PROFILE(S) BASED ON 2016 DATA AND ARE SUBJECT TO CHANGE.V21 of 33 s - O 0 I EL - PROFILE: STA. 119+99 25 25 ^ -- - - - - w 20 t UJ a 15 - /-� - _ 15 w 10 - - a 10 0 a z EL. B. ' a z 5 -- -- - t5 -- - - ----f 5 Z O ---- ---- ----- 1- ---- ---- MNYY_z�� L1�' 00 0 0 N -5 V LL x w -10 —_ - _{� � 10 ��� _ a a -15 __ - ---- 15 w z J 2 J 20 160 210 3 400 5 0 6 0 7 0 8 020 aW'2Qo DISTANCE ALONG PROFILE (FEET) N m V YW 3 PROFILE: STA. 130+33 14 25 25 -- w 1 _.... 20 Y .5' 4 15 (�.._ - -- - 15 e ¢ 10 - - — - 10 z EL. .0' Z 5 _ t5 - --- -- - 5 ----- 0 Mi1lNa �L R _------_---O _LLe 0 Q -5 - - - --- 5 J w -10 --- - - 10 a x 15 �F 20 W (� 1 0 20 30 410 50 60 70 8020% DISTANCE ALONG PROFILE (FEET) r il 0 LEGEND: r — EXISTING GRADE MAY 2015 10 20 u DESIGN TEMPLATE VERTICAL GRAPHIC SCALE IN FT — MEAN HIGH WATER LINE (MHW) DATE; — — MEAN LOW WATER LINE (MLW) Oj�-- 100 0 NOTES: HORIZONTAL GRAPHIC SCALE IN FT ay.. 8/25I75 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN NS GK 2 VERTICAL DATUM OF 1988 (NAVD88). COMM NO. 2. BATHYMETRIC SURVEY PERFORMED MAY 2015, BY CPE-NC. 151386 3. NOT AN ENGINEERED OR CONSTRUCTION DRAWING, FOR ENVIRONMENTAL J7 PERMITTING ONLY. ACTUAL CONSTRUCTION DRAWINGS PER ENGINEER. EET: a PROFILE(S) BASED ON 2015 DATA AND ARE SUBJECT TO CHANGE. 22 of 33 PROFILE: STA. 138+28 25 25 I j 20 20 15 15 w 10 10 0 Z as 5 Z 5 ZJ 0 �aOm 0 a 0 vaW, > -5 -5 F U LL x w -10 10 arc IL 0 -15 15 W = � 20 J y LL a:z", 100 20 30 40 50 60 70 8020 DISTANCE ALONG PROFILE (FEET) y u yW PROFILE: STA. 149+99 25 25 r w20 - 20 y 0 15 -15 10 -10 " Z 5 O 5 R F 0 0 -5 5 Ij w -10 -10 a 15 15 li E 20 20 1 0 2 0 3 0 4b0 5�0 6b0 �bo 8bo DISTANCE ALONG PROFILE (FEET) r LEGEND: c — -- — EXISTING GRADE MAY 2015 0�0 E DESIGN TEMPLATE VERTICAL GRAPHIC SCALE IN FT €t — MEAN HIGH WATER LINE (MHW) 0 100 200 DATE: — — MEAN LOW WATER LINE (MLW) = NOTES: HORIZONTAL GRAPHIC SCALE IN FT 8/25/15 Y.. 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICANRFVISI GK VERTICAL DATUM OF 1988 (NAVD88). OMM NO. 2. BATHYMETRIC SURVEY PERFORMED MAY 2015, BY CPE-NC. 151386 3. NOT AN ENGINEERED OR CONSTRUCTION DRAWING, FOR ENVIRONMENTAL SHEET: PERMITTING ONLY. ACTUAL CONSTRUCTION DRAWINGS PER ENGINEER. a PROFILE(S) BASED ON 2016 DATA AND ARE SUBJECT TO CHANGE. 23 of 33 �J 193.' EL,B.' PROFILE: STA. 160+00 25 25 w 20 L 20 Lu 4 15 -15 w 10 10 � ai Z 5 5 Z7 O 0 0 O�w > -5 -5 f c3 LL w s -10 10 a a a .15 15 Illi -I ? U. 20 �� 460 560 660 7 0 8 0 20 � DISTANCE ALONG PROFILE (FEET) N v m 3� PROFILE: STA. 169+70 25 25 LU 20 20 Y LL 15 15 10 10 z EL. 8.0 PROFILE: STA. 179+88 25 25 J 20 - 20 LL 15 -15 F W Q 10 10 Z C z 5 5 O ZJ 0 0 PwN -5 -5 � v LL x 10 10 UJ -Moil a a .15 15 i Z 20 6 20 j Y LL K V 16 2b0 3bO 4� 5bO 6bO 76O 860 Z DISTANCE ALONG PROFILE (FEET) 6 N V Y� PROFILE: STA. 189+87 as x � 2 25 r w 2 20 Y 0 1 15 g ¢ 1 10 z 5 O oN N F- 0 �J -5 w -1 -10 -1 15 k -2 -20 i DISTANCE ALONG PROFILE (FEET) .03 �g LEGEND: — EXISTING GRADE MAY 2015 �e DESIGN TEMPLATE 0 g� — — MEAN HIGH WATER LINE (MHW)I 3 MEAN LOW WATER LINE (MLW) VERTICAL GRAPHIC SCALE IN FT STARTER DUNE 0 100 200 DATE: NOTES: HORIZONTAL GRAPHIC SCALE IN FT r REVISI 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN GK VERTICAL DATUM OF 1988 (NAVO88). ^OMM NO. b 2. BATHYMETRIC SURVEY PERFORMED MAY 2015, BY CPE•NC. - 151365 3. NOT AN ENGINEERED OR CONSTRUCTION DRAWING, FOR ENVIRONMENTAL - EE PERMITTING ONLY. ACTUAL CONSTRUCTION DRAWINGS PER ENGINEER. n PROFILE(S) BASED ON 2015 DATA AND ARE SUBJECT TO CHANGE. 25 of 33 � r 3 T&CVC-14-14 NOT FOR CONSTRUCTION DC FOR REGULATORY REVIEW ONLY C-14-13 1 ' '? w 0 N 31 CVC-14• J 42 -70 VC-14-12 28 V 6 3 'sg 0 53° 2 h° DCVC-14 0 D�V 4- try, DCVC-14- s� 852000 of 3 DC 14-77 DCVC-14-08 p0 0 4 DCVC-1411 -65.0 N8520 bti CVC 4-f0 O VC-14-98A 4 DCVC-14,]OD 26 c�c-la-ss V�S.b 66 5 1 C G14.68 DCVC V-991A 25 19p 00 14-44 6 CVC= 4.0 8 ,PC C-14 O 0 O y a y,�0 VC- 4-43 DCV 4-06 VC-14.42 4 0 0 * fP 32 h0 cvc-14 ao BORROW 1 vC-laces .58,5 cvc-14-3 B 33 AREA A 4 Dc -14 B�� C -14-45 34 23 i VOLUME .5 8 C 14-05 API17,806,000 C.Y. DC -14- 47000 11 CVC-1 6 N 84700 OD vUDV 39 C -145 12 yry 40 22 DCVC-14-51 0 DCVC 1 7 DCV -1�43 210 CVC- 4.38 D VC-14.5 -61.0 0 ATLANTIC DCVC- 0`9--54 DCVC-14-53 35 DC-14-571A ' OCEAN 38 0 0 mti ® 19 13 •58 D C-14-0 00 DCV -540 0 CVC-14-59 0 1000 37 � llr_u_40 DCVC 1 GRAPHIC SCALE IN FT CVC-14-63 O DCVC- 2 0 VC-14-67 )CVC- 6 DOC 114-01 �rn 1. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1988 (NAD88). 2. BATHYMETRIC SURVEY PERFORMED JUNE-OCTOBER, 2014 BY CPE-NC. 2 3. ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL @ DATUM OF 1988 (NAVDB8). 3 4. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN ARE THE MAXIMUM s� DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND i BASED ON THE AD SURVEY. F W O a 2�� UQz I- O I=y - aoa w=� 2}} yJjZQ Ix pp0 yVK 30: =0 .. 3t O66.0 MAXIMUM AFTER DREDGE of e ELEVATION (FT. NAVD88) w .64-- BATHYMETRIC CONTOUR 5i i ® TAR CULTURAL RESOURCE 469 AVOIDANCE AREA (NO DREDGE ZONE/NO ANCHOR) 0 CPE-NC 2014 VIBRACORES CPE-NC 2014 MAGNETIC o g ANOMALIES u $ 0 CPE-NC 2014 SIDESCAN SONAR ANOMALIES DATE: 0 BORROW AREA COORDINATE 8/25f15 ID (SEE SHEET 12) Y: GIC DWI NO.: 151386 HEFT: 26 of 33 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY U W W O' ZZF OOw WUZ WOO J�a W I9 I% Om 1SV< YWO 6 19 0 }rx C Y 4g 8 R A 9 g =J €l 6 Q a DATE: 8125115 v: NOTES: Vs NS GK E ev DE P Comm NO.: 1. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1988 (NAD88). 151386 SHEET: d 27 0133 BORROW AREA COORDINATE TABLE POINT ID FASTING NORTHING 1 3019370.9 854970.8 2 3017204.5 853123.7 3 3017798.4 852448.2 4 3016995.7 851833.8 5 3016928.0 851150.8 6 3017357.5 850708.4 7 3018854.8 850392.9 8 3018932.5 850596.0 9 3019568.9 849757.4 10 3018120.0 848511.3 1 i 3018069.8 846700.8 12 3017289.0 848700.2 13 3017302.1 843988.8 14 3018139.0 842988.7 15 3017637.8 840084.1 16 3018853.3 83901 t.8 17 3019763.8 838967.9 18 3020753.7 838968.2 19 3021081.7 844430.1 20 3020589.7 845124.3 BORROW AREA COORDINATE TABLE POINT ID FASTING NORTHING 21 3021352.1 846205.8 22 3021047.1 846801.5 23 3022507.8 847829.8 24 3022106.3 849558.7 25 3021784.4 850590.2 26 3020836.5 851593.4 27 3021646.9 852335.9 28 3020574.E 653476.8 29 3019847.3 852740.9 30 3019188.0 853414.4 31 3019995.4 854247.1 m Q �IVIVOOVOj — z i O Oj jUW D r O �< U LL K Z � / S9-Y l-OAOO/ / Q 19-41-OAOO W J O p Q Z 0cli W J QQ 7 Z o xg Q N � II q ar o (133d'QAHN) N011b/1313 01 LLI Z wo Z w Of REVISIONS w 1 Z � w J rn U U p 2 o � g U' Q F V O > o aZa ZOO Fa~ WVW O=� N Z T1 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY -20 - -40 - 5:D=�11IIIIIIIIIIIIIIIIIIIIIIIIIIII -100 SECTION B-B' A -A' -20 JUNE-OCTOBER, 2014 BATHQYMETRY BY CPE-NC W g I -40 ci > O 6 o ° ao LL not 60 tMAXIMUMI MAXIMUM AD EL. _ -65.5' NAVD AD EL. -80 \ _-58.5':NAVD MAXIMUM AD EL. = -63.0' NAVD DISTANCE ALONG SECTION (FEET) NOTES: 1. ELEVATIONS ARE IN FEET BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. BATHYMETRIC SURVEY PERFORMED JUNE-OCTOBER, 2014, BY CPE-NC. 3. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN ARE THE MAXIMUM DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND BASED ON THE AD SURVEY. -100 10 ®0 VERTICAL GRAPHIC SCALE IN FT 0 1000 HORIZONTAL GRAPHIC SCALE IN FT W 0 m alm Z30 02F UW IW- U (02 M f N WZC Z 3Q ix WZ� 7 0 K InU3 iQK �y00 } m !I a Is u=u Sd 151386 29 of 33 mul NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY 00 m 9 D A6 � 1 � 4* N 0DCVC-14-22 58 68 BORROW AREA C VOLUME = 2,049,000 C.Y. �DCV 14-73 -52— VTILANTIC AREA NOD O DREDGE o OCEAN Dcvc-14a7 4 C 5 1� s 500 1010 DCVC-14.82 DCVC•14.81 GRAPHIC SCALE IN FT + DCVC-14-83 R LEGEND: -66.0 MAXIMUM AFTER DREDGE sp. 23 ELEVATION (FT. NAVD88) DC 0 CV -14.86 < .64 BATHYMETRIC CONTOUR DCVC-14-87 TAR CULTURAL RESOURCE 7 8 c ® AVOIDANCE AREA (NO 4O -65.0 a DREDGE ZONE/NO ANCHOR) ® NO DREDGE ZONE ry���14-18 CV -90 0 CPE-NC 2014 VIBRACORES CPE•NC 2014 MAGNETIC ANOMALIES CPE-NC 2014 SIDESCAN DCVC-14-925? b SONAR ANOMALIES 9 0 n o BORROW AREA COORDINATE 12 ID (SEE SHEET 16) NOTES: 1. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE e COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 2. BATHYMETRIC SURVEY PERFORMED JUNE-OCTOBER. 2014. BY CPE-NC. a 3. ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL 3 DATUM OF 1988 (NAVD88). 4. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN ARE THE MAXIMUM y DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND BASED ON THE AD SURVEY. -64 -66 0 -58 In D' V W 0 az z N 909000 O 0 WV> o= 3 a a0c> Zrrz� WZQ 13 =0p0 yw ;ZO Qm S � E' 0 DCVC-14-85 0 DCVC-14-91 -66 - ci 08/25/15 Y. GK OMM NO.: 151386 HEET: 30 of 33 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY U UJ C Q 01 azQ F �CF tj Q WU_ �rc0 o. 0 0 WZU ZjaaU WFFzW x0Q yW3 QK G� m Y 2 R d V R kk a s y1 6� W4 is ggg z 7 � � 2 w a a z DATE: 08/25/15 BY: w s NOTES: 2 1. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE GK aT Comm NO.: COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 151386 MEET: 31 of 33 BORROW AREA COORDINATE TABLE POINT ID FASTING NORTHING 1 2981154.0 910671.3 2 2981154.0 908707.9 3 2982388.3 908708.4 4 2982388.3 907702.7 5 2982386.3 906756.8 s zsalzss.l sos75s.e 7 2981247.1 904956.1 8 2981864.8 904956.1 9 2981884.8 903135.4 10 2983489.1 903135.4 11 2983489J 905545.8 12 2984454.3 906008.4 13 2984454.3 907703.2 14 2983451.5 907702,7 15 2983264.8 908708.7 i6 2983272.4 909684.5 17 2984111.1 909684.5 18 2984111.1 910678.2 19 2982779.4 910680.3 20 2982204.0 910878.2 21 2982204.0 909684.5 22 2982778.E 909684.5 23 2982388.3 905552.5 ] L L 6 § ; . } \ \ - §) y g /�ga a60�2 /? , `}9\ ) E .ate w f ` k § / z > / a y IL!t §a® _- e / � k \ 9 y2 ILX§ Wf§ L 0 / \ . . k ) IX Z \\\ �2 . — too$ «» 29 t-u§ $#2 B @ . ., < .. <D«. . / S t !o§ 6 z${. ! § © § : �# 4 b k ¥ § ) e t » �G LOU // . w : , 2 £?y«w} wvw»w,. � � ! . \.... \ / \\§ f ��� _ ! < ! yo$ I = e®2 ® % \ 4)§ | /§z> } U !}!2 | § / 2e2§ .§ §®!|!z■ ) ..... .. M Most t 2 $ � RA �« . z ! #/ ` Q 9 ) Z k\§§§2 z 0± Z i .! \ k \ 2 J gow mco | , §a# 9 o L g e ))=3`! §■ § § 666 2 � . : ` r¥ + ))!2z§! 2 ( | S ` ^R / / . . �(\ z \\�\\ z, „ m/15 §0\ g y {{, .,,E vist \}§4� °COMM NO.: 222 (133A- +m)N01 »ea \kE I . z\ NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY D -50 CULTURAL RESOURCE AVOIDANCE AREA (NO DREDGE ZONE/ NO ANCHOR) F w LL -60 0 a z O —� i= j -70 w w MAXIMUM AD EL. _ -64.0' NAVD -80 -�-- E -50 SECTION D-D' C-C' JUNE-OCTOBER, 2014 BATHYMETRY BY CPE-NC D' —r— -50 > 0 O III w a w MAXIMUM ADEL. = -63.0' NAVD MAXIMUM AD EL. =-61.0' NAVD DISTANCE ALONG SECTION (FEET) SECTION E-E' C-C' E' JUNE-OCTOBER, 2014 BATHYMETRY BY CPE-NC > U y O � i LLr i i f J O \ J y lm W 0 0 -70 t W MAXIMUM AD EL. - 80 = -65.0' NAVD -82 W 0 w -60 -70 -80 m -60 11 -70 MAXIMUM AD EL. = -65.0' NAVD — MAXIMUM AD EL _ -64.0' NAVD 80 82 30+00 40+00 45+00 0 5 10 DISTANCE ALONG SECTION (FEET) NOTES: 1. ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL j DATUM OF 1988 (NAVD88). 1 2. BATHYMETRIC SURVEY PERFORMED JUNE-OCTOBER, 2014, BY CPE-NC. 3. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN ARE THE MAXIMUM DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND BASED ON THE AD SURVEY. U UJ W It 000 ON z oxF �~w a�rn 2 ? V) 7�0 O DU Ov ouU W aQa =�0 rc Y 0 m VERTICAL GRAPHIC SCALE IN FT 0500 � 0 [D,4 —I HORIZONTAL GRAPHIC SCALE IN FT GK 151386 1 33 o133