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HomeMy WebLinkAboutFINAL KDH Permit Application PlansNORTH DARE COUNTY BEACHES — KILL DEVIL HILLS z a W BEACH NOURISHMENT PROJECT z= z— Zz W DARE COUNTY, NORTH CAROLINA o �a W U r or � VIRGINIA F LL rc W PROJECT w .GREENSBORO LOCATION m O RALEIGHo L�NP o o z z G P w CHARLOTTE N _`O�� I CAPE HATTERAS TOWN OF \` rJ DUCK o SOUTH CAROLINA JACKSONVILLE 0 OJ����a CAPE J TALLAHASSEE LOOKOUT ATLANTIC OCEAN V CAPE FEAR INDEX TO SHEETS 1 COVER SHEET TOWN OF 2 PROJECTOVERVIEW 3A BEACH FILL PLAN VIEWS SOUTHERN CURRITUCK 9.11 BEACH FILL PROFILES 12 BORROWAREA A PLAN VIEW& COORDINATE TABLE SHORES 9 COUNTY 13 BORROWAREA ACROSS SECTIONS ATLANTIC OCEAN - CURRI UCK SOUND TOWN OF eQ i3 x3 E KITTY px HAWK PROJECT a - LOCATION o €E 0 _� a N - ATLANTIC 6 OCEAN KITTY HAWK PROJECT BAY FILL AREA ARE R COUNTY - rz g TOWN OF KILL so DEVIL HILLS ya8 PAMILICO f o SOUND BORROW >�z g AREA A 'o oz o 'o lu a� mo s LOCATION MAP —WING NO. NOT FOR CONSTRUCTION CS FOR REGULATORY REVIEW ONLY — SHEET t OF 13 0 0 � F � oo m��000 R2g3j��� $ro�oo �o l7 i Z i GRAPHIC SCALE IN FT W W V Z Z � Z Q / W Z J JZ W KITTY r o w HAWK 1 oFW BAY 0 ¢pV CURRITUCK SOUND m i ply' TOWN OF yuw KITTY u HAWK TOWN OF KILL DEVIL TOWN OF HILLS SOUTHERN SHORES TOWN OF DUCK i PROJECT LIMITS � � a ao�2poo ��' BORRO AREA A 9 ATLANTIC OCEAN wo so 3 Eo > 000 > y z p w ;�zo g ' oo d NOTES: a� 1. DATE OF AERIAL PHOTOGRAPHY. DECEMBER 3, 2020. SENTINEL-2 (ESA) IMAGE COURTESY OF THE �Oo U.S. GEOLOGICAL SURVEY. 2. COORDINATES ARE IN FEET BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83� DFA NG NO. 00 00� 3. ELEVATIONS ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM, 1988(NAVD88). NOT FOR CONSTRUCTION no o� Fro o OV e FOR REGULATORY REVIEW ONLY ��/ \ O"0 4. TO AVOID ONSHOREMN THEVICINITY OF THE SHIPWRECK FRAGMENTS. SHEET PIPELINE SHALL NOT COME SHEET 2 OF 13 AI Pool Am 9�a s t 'I 1 d� FORRESTL BARTLETT - 1015 N VIRGINIA DARE TRL - F�.I 2 S A7y��"r'G KILL DEVIL HILLS, N.C. 27948 'k,' �'., I R A y i � q 1 .._ _ .................. Z 8 _ F U e d o w BEACH FILL w U) Df BERM CREST 2020 MLW D_ (-2.05' ) LANDWARD LIMIT OF FILL 2020 MEW NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY I�GRAPHIC SCALE IN FT lu Z I Q 0 Fes■ G F er'� 1► J L 13 o f �I Z o J _ yl G� _ '7� __ f - �■ M � omu LEGEND G °mom 1+80 USACE BASELINE m z FIR, �� �;. ■ STATION i 2'_z N I MEAN HIGH WATER t.. WATER (1.18') � � -2020 '� 2020 MEAN LOW W WATER (-2.05) 1 W EXISTING 2 —10— CONTOURS �(n JUNE 2020 •��..:.I' z v SIR' w .1'. -7 •LU t t • t ( Z ____ MUNICIPAL BOUNDARY DUNE CREST 2i- _..._.._..■ c NOTES: a -_o 1. DATE OFAERIAL PHOTOGRAPH' AUGUST 5, 2020. AUGUST 0 2 2. COORDINATES ARE IN FEET BASED a ON NORTH CAROLINA STATE PLANE 1■ COORDINATE SYSTEM,NORTH .� AMERICAN DATUM OF 1983(NAD83). 3. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 198E (NAVD88). ■ ■ 4. CONTOURS SHOWN REPRESENT i SURVEY DATA COLLECTED AT 1000 G7 I FOOT INTERVALS BY CPE-NC JUNE 2020. THE CONTOURS SHOWN ARE o� w h a FOR GRAPHICAL PURPOSES ONLY z SEAWARD ■ AND NOT INTENDED FOR DESIGN. a TOE OF FILL ■ >_� .F2gB'OOpI 5. ENMAY CING BTHE CRESTE INSTALLED SAND FNEDUNE OF THE . _.... DEBGAND A POINT 10 FT. SEAWARD OF THE TOE OF DUNE. m - ■ 6. NORTH TAPER NOT REQUIRED IF KILL m o DEVIL HILLS PROJECT CONSTRUCTED AT THE SAME TIME AS KITTY HAWK. 7. THE SEAWARD TOE OF BEACH FILL DMMNG NO. LINE AS SHOWN, IS NOT FIXED AND BASED IS ON HE CO SUBJECTTO CHANGE BASED ON THE CONDITIONS OF THE pV-1 NEARSHORE BATHYMETRYATTHE TIME OF CONSTRUCTION. SHEET 3 OF 13 tea/ ­�o `+"�-Iml"i+mh 6L �le ■� p,1 y y ,II•� a U _ so am illcr-11"T I�a ► .1 1�: 1 -� '�JI �� %� �1 " N _ _ �_— _ �. — - N VIRGINIA DARTl� !e PROJECBASELIc„)zA d W W III W rv,If Z F' 'w 10 . � .. _ .._.. _.. _.._.._.. _.._.. ._.._.. _.._..._.._.._..� — .._2 .. _. SEAWARD — TOE OF DUNE LANDWARD LIMIT OF FILL m NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY - 2020 iu (-2.05') 2020 Mh 6 Z 050 0 W � W V Z x GRAPHIC SCALE IN FT Z wZ =o 0 W V t� r \ 1 I C u 6 Z o w — _— LEGEND m 1+80 USACE BASELINE STATION y w ?w 2020 MEAN HIGH u — _ — — WATER (1.18� LO 2020 MEAN LOW .ar WATER(-2.05) W LU EXISTING � URS �-10�� CONE O 2020 LU Z MUNICIPAL J BOUNDARY _ ® DUNE CREST U NOTES: 1. DATE OF AERIAL PHOTOGRAPH: _ AUGUST 5, 2020. a 2. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 4. CONTOURS SHOWN REPRESENT a G SURVEY DATACOLLECTEDAT 1000 FOOT INTERVALS BY CPE-NC JUNE 0� w H a 2020. THE CONTOURS SHOWN ARE zi FOR GRAPHICAL PURPOSES ONLY AND NOT INTENDED FOR DESIGN. j i i 5. SAND FENCING MAY BE INSTALLED o BETWEEN THE CREST OF THE DESIGN z DUNEANDAPOINT10FT.SEAWARD m OFTHETOEOFDUNE. a� 6. NORTH NOT F KILL mo ILLSTAPER DEVIL HILLS PROJECT CONSTRUCTED PROJECT COIRED NSTRUCTED AT THE SAME TIME AS KITTY HAWK. 7. THE SEAWARD TOE OF BEACH FILL RATHERIS SUBJECTTO CHANGE BASED ON THE CONDITIONS OF THENEARSHORE 7111NG.N1..LINEASSHOWN,ISNOTFIXEDAND BATHYMETRYAT THE TIME OF CONSTRUCTION. Z D 5�0�100 W V t 1 S GRAPHIC SCALE IN FT Z Z z Z ( � f W Milo I... oil ,, tz f ... EGEND °mm 1_ L V o� 1+80 USACE BASELINE .2E z . STATION y ° z 0 7 J-- 1 ' iL•• f7!" 2020 MEAN HIGH S w t no €�' rznrlum WATER AN L W I r I I r °i 0 "71 Q����-- „ WR .. C I _._•_•_•_ WATER MEAN LOW !!i I, - 16 :. i %:Y s.:9 f* F- WATER (-2.05) 14 ACCESS W W 7... - - STING 12 0 _ �-10�� CONTOURSN2 UU ■ e .., .. _,_4 ,.2• .__�_—.....•-� Z _MUNICIPAL _J BOUNDARY H� .. _.. ._.. . _ ._.._.._.._.._..__.._. _.._..._.. _.. - ce._...-.a.cr.._- tc� _ _ _ _ _ r-Z..•� �■ U = DUNE CREST Q .. .. . _ . ��_. _.._ ._. _.._. _.._.._ .._ ._._. ice— -- �_ ��i�■�� ■ I-_ a � 4 � s Io NOTES: s= x3 El s a 0 1. DATE OF AERIAL PHOTOGRAPH: AUGUST 5, 2020.e\2 0 0 _ -12 2. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE a a COORDINATE SYSTEM, NORTH -�2 SEAWARD _ AMERICAN DATUM OF 1983 (NAD83). r 3. ELEVATIONS SHOWN ARE IN FEET TOE OF FILL REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1588 (NAVDW). LANDWARD BEACH FILL 4. CONTOURS SHOWN REPRESENT a LIMIT OF FILL BERM CREST sURVEYDATA COLLECTED AT1000 G7 $ _ FOOT INTERVALS BY CPENC JUNE o w 2020 MLW 2020. THE CONTOURS SHOWN ARE hn� FOR GRAPHICAL PURPOSES ONLY d i ¢ �-205 , ) AND NOT INTENDED FOR DESIGN. _ a f o 82O2OMHW 5. SAND FENCING MAYBE INSTALLED BETWEEN THE CREST OF THE DESIGN DUNE AND APOINT 10FT. k _12 SEAWARD OF THE TOE OF DUNE. m w 6. NORTH TAPER NOT REQUIRED IF KILL m o 4 -'' ILLS H DEVIL PROJECT CONSTRUCTEDHILLSAT THE SAME TIME AS KITTY HAWK -14 7. THE SEAWARD TOE OF BEACH FILL D—NG NO. -14 O� LINE AS SHOWN, IS NOT FIXED AND CHAN GE NOT FOR CONSTRUCTION o0o RATHER IS SUBJECTTO GE BASED ON THE CONDITIONS HANFTHE PV-3 FOR REGULATORY REVIEW ONLY TIME OFOCONSTRUCMION�AT THE SHEET 5 OF 13 i ° W LLJ 12 = a u)° W° 7° 6 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY _ ►' O IY _ 1'I � Y� 110 � lj a ,1O _ NVIRGINIA DARE TR — i 050 0 W � Z Z GRAPHIC SCALE IN FT Z W 2 Z J O O �< a Vl V tl r rc � a V dz J o W LEGEND M O 6 1+80 USACE BASELINE m z STATION2020 y w MEAN HIGH �?z — — — — WATER (1.18� z 2020 MEAN LOW LU W WATER(-2.05) W Z: TING U) 10— COINTOURS W JUNE 2020 z e Z MUNICIPAL J ---- BOUNDARY _ ® DUNE CREST U I— a � NOTES: z` r= ' 6. ----.2020 1. DATE OF AERIAL PHOTOGRAPH: - �o -2.05') '' AUGUST 5, 2020. 2. COORDINATES ARE IN FEET BASED a 2020 MHW ON NORTH CAROLINA STATE PLANE SEAWARD COORDINATE SYSTEM, NORTH (1.18 AMERICAN DATUM OF 1983 (NAD83). TOE OF DUNE LANDWARD 3. ELEVAREFERENCED ONS WN MEEK REFERENCEDTONORTH IN FEE AN LIMIT OF FILL VERTICAL DATUM OF 198B(NAVD88). 4. CONTOURS SHOWN REPRESENT SURVEY DATA COLLECTED AT 1000 Gi w� FOOT INTERVALS BY CPENC JUNE 2020. THE CONTOURS SHOWN ARE o z w h n FOR GRAPHICAL PURPOSES ONLY "1 _ AND NOT INTENDED FOR DESIGN. £ a 5. SAND FENCING MAYBE INSTALLED BETWEEN THE CREST OFTHE >iz — �zz DESIGN DUNE AND A POINT 10 FT. SEAWARD OF THE TOE OF DUNE. 00 m 16 6. NORTH TAPER NOT REQUIRED IF KILL m o DEVIL HILLS PROJECT 1 S CONSTRUCTED AT THE SAME TIME AS KITTY HAWK "20 DMMNG NO. 7. THE SEAWARD TOE OF BEACH FILL -22 LINE AS SHOWN, IS NOT FIXED AND 24 RATHER IS SUBJECT TO CHANGE BASED ON THE CONDITIONS OF THE PV-4 26 NEARSHORE BATHYMETRY AT THE TIME OF CONSTRUCTION. SHEET 6 OF 13 r�j 14 ."POW, w �■ �n ■ w � I- o Ir�� I� T (� � 7 'r 3 O �2p0°. Pry .., ¢ - .;■ {{°e ��. w v % ROJEC�T BASS - - - - 1.- - - - Aq I� H W NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY K 7p° .. : o _� , ■ w _in. • CD L *Ue a0 w SAT, � � I� 11 � � 1e ( f ,, --------------- Ix ■ z z 050 0 W � Z z GRAPHIC SCALE IN FT z W z z J 0 0 c~i a W� 0 6z o F LL rc pm LEGEND gm ¢U USACE BASELINE E 1+80 m � STATION y u 2020 MEAN HIGH — _ — — WATER (1.18� 2020 MEAN LOW W WATER(-2.05) LLI EXISTING ��-10�� CONE 02U RS W Z MUNICIPAL J BOUNDARY 2 ® DUNE CREST U I— Q NOTES: ax --o 1. DATE OF AERIAL PHOTOGRAPH: AUGUST 5, 2020. a� eEi e�n� 2. COORDINATES ARE IN FEET BASED a ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH LL AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 198E (NAVD88). 4. CONTOURS SHOWN REPRESENT a SURVEY DATA COLLECTED AT 1000 G7 FOOT INTERVALS BY CPENC JUNE 2020. THE CONTOURS SHOWN ARE 30 w h a FOR GRAPHICAL PURPOSES ONLY z AND NOT INTENDED FOR DESIGN. £ a 5. SAND FENCING MAYBE INSTALLED BETWEEN THE CREST OFTHE >iz 4 — �zz DESIGN DUNE AND A POINT 10 FT. SEAWARD OF THE TOE OF DUNE 00 m 6. NORTH TAPER NOT REQUIRED IF KILL m o DEVIL HILLS PROJECT CONSTRUCTED AT THE SAME TIME AS KITTY HAWK 7. THE SEAWARD TOE OF BEACH FILL AS SHOWN, IS NOT FIXED AND RATHER IS SUBJECT TO CHANGE BASED ON THE CONDITIONS OF THENEARSHORE :—NGLINE BATHYMETRY AT THE TIME OF CONSTRUCTION. IRAYMOND AVL oo/ y, h I O y1{ m '' Z O 29g7'4 12 10 ■. ■ 4 __.._.. _.._.. _..-_.. _.. _.._..__��r - _. _.. mat. 2020 MLW (-2.05') 2020 MHW (1.15') NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY 14 . z ♦ f ! - ❑ v BASELIN o j fi�Ilw RGINIA DARE TR SEAWARD TOE OF DUNE — BEACH FI BERM C SEAWARD TOE OF FIL p1 k POSEIDON CT, ' . ° `TO�I � OF KITTY HAWK I Q11 r;► Q�ak t Ir v 2 ti 7 11110 � W U) Zor rK,TTY AEL G. KUHN D_N VIRGINIA DARE TRL HAWK, N.C. 27949 - z 050 0 W � Z z GRAPHIC SCALE IN FT z W z z J C O �a W� U r o oc a d s U LEGEND oFi O �U� A 1,W USACE BASELINE m � z STATION y o �w 2020 MEAN HIGH - _ - - WATER (1.18� S 2020 MEAN LOW WATER(-2.05) EXISTING —10— CONTOURS JUNE 2020 MUNICIPAL ° BOUNDARY p o ® DUNE CREST NOTES: 1. DATE OF AERIAL PHOTOGRAPH: --o AUGUST 5, 2020. a� 2. COORDINATES ARE IN FEET BASED a ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH LL AMERICAN DATUM OF 1983 (NAD83). 3. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 198E (NAVD88). 4. CONTOURS SHOWN REPRESENT a SURVEY DATA COLLECTED AT 1000 G7 FOOT INTERVALS BY CPENC JUNE 2020. THE CONTOURS SHOWN ARE 30 w h a FOR GRAPHICAL PURPOSES ONLY z AND NOT INTENDED FOR DESIGN. £ a 5. SAND FENCING MAYBE INSTALLED BETWEEN THE CREST OFTHE >i '" z - �zz DESIGN DUNE ANDAPOINT 10 FT. SEAWARD OF THE TOE OF DUNE. 00 m 6. NORTH TAPER NOT REQUIRED IF m o KILL DEVIL HILLS PROJECT CONSTRUCTED AT THE SAME TIME AS KITTY HAWK 7. THE SEAWARD TOE OF BEACH FILL o. LINE AS SHOWN, IS NOT FIXED AND RATHER IS SUBJECT TO CHANGE BASED ON THE CONDITIONS OF THE 7HEE NEARSHORE BATHYMETRYATTHE TIME OF CONSTRUCTION. F 13 0 10 20 VERTICAL GRAPHIC SCALE IN Ff STA.189+89 STA.220+02 O 25 25 25 25 0 100 200 Z HORIZONTAL GRAPHIC SCALE IN FT W W j 20 20 20 20 Z z r~++ 15 15 w 15 15 W Z > 10 10 > 30 10 J C 6 Q ? 5 5 ? 5 5 tF7 V W Z Z F w 0 0 1 0 0 O f C C a d O _ w -5 5 ��++ w 5 -5 Jz o rc -10 -'0 -10 -10 w WO o Q O2i -15 -15 -15 -15 O 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 u zo z 7 DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) O ° w a�w szz u e�5 STA.199+95 STA.229+85 25 25 25 25 LEGEND: 20 20 20 20 EXISTING GRADE JUNE 2020 r~+r w 15 15 w w 15 15 DESIGN TEMPLATE " _ _- - - _ MEAN HIGH WATER LINE (MHW) 2 j a 10 10 j a 10 30 — — — MEAN LOW WATER LINE (MLW) ? 5 5 Z 5 5 O O a 0 o 0 > w 5 -5 > w -5 -5 a -10 -10 _10 -10 -15 -15 -15 0 0 160 260 300 400 500 600 700 800 0 300 200 300 400 500 600 700 800 _ DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) F ri � n y STA.209+76 STA.240+44 d z 25 25 25 25 20 20 20 20 z $ w 15 15 w is EL. 15.0' 15 G 0 k `w` LL _ 71 27.3' yak w 0 10 10 0 10 10 NOTES: o a z z \ EL. 6.0' E o a Z _________ OF 5 5 Z OF s MHW = L. 1.18' \� 1 5 _________ __________ _______� ___ ____ __________ _________ _____ ____ 1. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 19 VD 88 88). > o z = LL Q 0 0 0 -2.05' L 0 (NA H'o Y z o d w -5 -s w -5 \ -5 2. SURVEY PERFORMED JUNE 2020, BY w m �Q -10 -10 _10 -10 CPE-NC. 3. NOT AN ENGINEERED OR -15 -15 -15 -15 CONSTRUCTION DRAWING, FOR s- 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 ENVIRONMENTAL PERMITTING ONLY. ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) ACTUAL CONSTRUCTION DRAWINGS NOT FOR CONSTRUCTION PER ENGINEER. PROFILE(S) BASED ON 2020 DATA AND ARE SUBJECT TO :D-:11NG.Nl]DISTANCE FOR REGULATORY REVIEW ONLY CHANGE. f zo.o' 132.8' EL. 0' MHW = L. 1.18' \� � 1 MLW = L. -2.05' � EL 5.0' r 9 148. ' L. 6.0' MHW = EL. 1.18' MLW =EL. -2.05' \ E . 15.0' 1 / � � 5�� EL. 6.0' MHW = I.L.L. 1.18' MLW = L. -2.05' � 20. ' I 5 E MHW = L. 1.18' 1 zo. ' / / \ EL. 15.0 11� EL 6.0' MHW =EL. 1.18' �1 MLW EL. -2.05' { 0 10 20 VERTICAL GRAPHIC SCALE IN Ff STA.249+83 STA.279+83 O 25 25 25 25 0 100 200 Z HORIZONTAL GRAPHIC SCALE IN FT W W �j 20 20 20 20 Z z w 15 15 w 15 15 z Z J > 10 10 10 10 C C Q Q Z 5 5 ? 5 5 tF7 V W Z Z F w 0 0 F- 0 0 O IZ C C a w w d O = _5 _5 _5 _5 -10 -10 -10 -l0 w p o Q o i -15 -15 -15 -15 O 0 100 200 300 400 500 600 700 800 200 300 400 500 600 700 800 900 1000 �.% p z DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) O ° w a�w szz e�w STA.260+19 STA.290+02 25 25 25 25 LEGEND: 20 20 20 20 EXISTING GRADE JUNE 2020 �+~+ w 15 15 w w is 15 DESIGN TEMPLATE '^ _ � 10 10 LL j 30 10 _- - - _ MEAN HIGH WATER LINE (MHW) o a a a — — — MEAN LOW WATER LINE (MLW) Z 5 5 Z 5 5 O O F 0 0 F 0 0 > w -5 -5 > w -5 -5 a -10 -l0 -10 -10 -15 -15 -15 -15 $ Y33 E R 0 100 200 300 400 500 600 700 800 100 200 300 400 500 600 700 800 900 _ DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) F ri a y STA.269+51 STA. 299+96 � d 25 25 25 25 z 20 20 20 20 15 w 15 15 z 0 10 h a10 0 10 10 NOTES' z o Z 5 5 z 1. ELEVATIONS SHOWN ARE IN FEET i o a zREFERENCED O 0 0 O 5 5 TO NORTH AMERICAN = p VERTICAL DATUM OF 1988 (NAVD88). o z w Q o m w _5 _5 w _5 -5 2. SURVEY PERFORMED JUNE 2020, BY w -10 -10 10 -10 CPE-NC. o 3. NOT AN ENGINEERED OR _ -15 0 100 200 300 400 100 600 700 -15 800 -ls -15 CONSTRUCTION DRAWING, FOR s 200 300 400 500 600 700 800 900 1000 ENVIRONMENTAL PERMITTING ONLY. oaAw�x� xo. ` DISTANCE ALONG PROFILE (FEET) DISTANCE ALONG PROFILE (FEET) ACTUAL CONSTRUCTION DRAWINGS 3 NOT FOR CONSTRUCTION PER ENGINEER. PROFILE(S) BASED ON 2020 DATA AND ARE SUBJECT TO XS-2 FOR REGULATORY REVIEW ONLY CHANGE. SHEE o of is / 21.8' _ J EL. .0' MHW = L. 1.18' � 1 MLW J i J � MHW =EL. 1.18' _______________________ 51 9�� i EL. 6.0' _________ _________ _________ ______ __ MLW =EL. -2.05' 20.0' I� � EL. 15.0' - / � 5 �11 84. EL. .0' MHW = I.L.L. 1.18' \� 1 MLW = L. -2.05' 20. ' / EL. 15. _ J J \�1 L. 6.0' MHW = L. 1.18' 1 zo. ' / EL. 15. ' s0s• L. 6.0' MHW = L. 1.18' � �1 2 .0' / I EL. 1 .0' - 5 1 � EL. 6.0' MHW = I.L.L. 1.18' ______ _________ ___ ____ �1 _____ ___ _________ _________ MLW = L. -2.05' � 0 10 20 VERTICAL GRAPHIC SCALE IN Ff STA.309+74 O Z 0 100 zoo 25 25 HORIZONTAL GRAPHIC SCALE IN FT W W j 20 20 Z Z � �I \ Z w 15 15 W Z 1 Z J 0 10 `� 130.1' 10 C CC n Z 5 EL 6.0' 5 Q n U zQ MHW I.L. 1.18' ___� Ou 't fp 0 '____ ` 0 LL'C a O d w -5 -5 _ J z rc w \ d 10 -10 U Q O o'W' 15 300 400 500 600 700 800 900 -15 1000 1100 V 0-.' m oz DISTANCE ALONG PROFILE (FEET) a i w s_z e�w STA. 314+92 25 i1 25 LEGEND: 20 i I 20 ----- EXISTING GRADE JUNE 2020 w 15 � I 15 DESIGN TEMPLATE _ w � ----- MEAN HIGH WATER LINE (MHW) o a 0 Z 10 EL. 6. ' 10 — — — MEAN LOW WATER LINE (MLW) 5 5 Z p_______ MHW = L.1.18' _________ _________ __________ _________ �1 _ _________ _________ Q 0 0 3 w w -5 \ 5 -10 _ _ -10 Y33 -15 200 300 400 Soo 600 700 800 -15 900 1000 as e - DISTANCE ALONG PROFILE (FEET) F ri � STA, 320+OS n 30 30 z' 25 25 w 20 20 G 7 15 15 o z h w a 10 to NOTES: a z 1. ELEVATIONS SHOWN ARE IN FEET i o z p 5 5 REFERENCED TO NORTH AMERICAN LL w 0 0 VERTICAL DATUM OF 1988 (NAVD88). o = p m w 2. SURVEY PERFORMED JUNE 2020, BY _5 _5 CPE-NC. '� o -10 10 3. NOT AN ENGINEERED OR - -15 -15 CONSTRUCTION DRAWING, FOR —WING NO. s' 200 300 400 500 600 700 800 900 1000 ENVIRONMENTAL PERMITTING ONLY. ACTUAL CONSTRUCTION DRAWINGS 3 NOT FOR CONSTRUCTION DISTANCE ALONG PROFILE (FEET) PER ENGINEER. PROFILE(S) BASED ON 2020 DATA AND ARE SUBJECT TO XS-3 FOR REGULATORY REVIEW ONLY CHANGE. SHEET 11 OF 13 i I 18. ' EL. 8.0' \ \ MHW = EL. 1.18' ________________________ _______ ____ _________ _________ MLW =EL. -2.05' — — — — — — — — — — — — — — — — — g ODCVC-14-14 Z DCVC-14-13 0 - 2 K W ? 2 3 DC - 95 0 1000 2000 -14-12 8 2 b ` ea9. GRAPHIC T DCVC-1 \A DCV -96\N 0 bo CV -71 2 W 2 Z C O 0 19 W V u I m C C a (Fp 3 D 4a co DCVC-14-08 N 852800 - O N 852800 D C014-1 O O O 65.0' CV 4-10 VC-14-98K " DCVC-14 00\A, 26 pD DCVC-14-69 CVC-14-68 .6u BORROW so VC-94-WA 5 0 0 DCv - OPCVC-14aaw AREA A I4(i VOLUME _ 8 DCV o 14- OD VC 14 12,829,500 C.Y. 9 Q w 0 O o w 44 6 i u o z j 0 o w M E i c i VC-1 6 D - 4-42\A 0 ®C 14-40W 10 D 14�9\A -14-39 B CV O1 0 B' DCV 14-4, 34 65 DC C 1 14 \A ev o -14-56 yo O o 36'� 9 DCV - 4-55W 1 1 , 40 CVC-14-51 2 DCV -1 01 CV�:14� a� $ of a-52\A ATLANTIC 0 DCVC- C OCEAN j' 35 -00 ® �` C-1 - \A 1 13 0 y, ,ID C- -04 DC 4-0 7 C-14-59 LEGEND: -66.0 MAXIMUM AFTER DREDGE ELEVATION (FT. NAVD88) BATHYMETRIC CONTOUR ® TAR CULTURAL RESOURCE AVOIDANCE AREA (NO DREDGE ZONE/NO ANCHOR) asY 3 $ ox q w s� Asa O DCV - 1160 DCVC-14S8 Q CPE-NC 2014 VIBRACORES s � 0 -66.0- 4� CPE-NC 2014 MAGNETIC ANOMALIES a A - g I g i VC-14- ° 0 C C-14-63 Neaz0o0 VC-1 6 NOa20a0 0 I ;' b c0 O CVC-DCVC 4-0 Oho C-14-67 0 DCVC-14- CVC- -03 - w° DCVC-1 - _ 1 d 0 _ f i6 _. 17 - o CPE-NC 2014 SIDESCAN SONAR ANOMALIES 37 BORROW AREA COORDINATE ID NOTES: 1. COORDINATES ARE IN FEET BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1988 (NAD88). 2. BATHYMETRIC SURVEY PERFORMED NOVEMBER 2017 BY TI-COASTAL SERVICES INC. G a w 0 y i �_ o a h iL d z ?� x y o m 3. ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). oaaw:NG No. NOT FOR CONSTRUCTION m 4. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN ARE THE MAXIMUM DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND BA -A FOR REGULATORY REVIEW ONLY BASED ON THE AD SURVEY. H ,2 of 3 BORROW AREA COORDINATE TABLE POINT ID FASTING NORTHING O 3019370.9 854970.E O2 3017204.5 853123.7 3O 3017798.4 852448.2 ® 3016995.7 851633.8 OS 3016928.0 851150.8 © 3017357.5 850708.4 7O 3018654.8 850392.9 8O 3018932.5 850596.0 9O 3019568.9 849757.4 10 3018120.0 848511.3 11 3018069.8 848700.E 12 3017289.0 846700.2 13 3017302.1 843966.8 14 3018139.0 842988.7 15 3017637.E 840064.1 16 3018653.3 839011.8 17 3019763.8 838967.9 18 3020753.7 838966.2 19 3021081.7 844430.1 20 3020569.7 845124.3 21 3021352.1 846205.8 22 3021047.1 846601.5 23 3022507.8 847829.8 24 3022106.3 849556.7 25 3021784.4 850590.2 28 3020836.5 851593.4 27 3021648.9 852335.9 28 3020574.E 853476.8 29 3019847.3 852740.9 30 3019168.0 853414.4 31 3019995.4 854247.1 32 3020095.7 849063.5 33 301910fi.0 8481fi8.8 34 3020217.4 847888.2 35 3019742.8 845124.3 36 3019117.8 843436.E 3� 3019748.5 843429.8 38 3018069.8 844635.9 39 3020197.4 846629.9 40 3019050.E 846678.1 NOT FOR CONSTRUCTION FOR REGULATORY REVIEW ONLY I I NOVEMBER 2017 I BATHVMETRV BY TFCOASTAL SERVICES INC. DCVC-14 6 s s I a 6 g I -74 _- cJ � T O�ANAV EL. EI DREDGE EL.=-67.0' NAVD .. ... ... .. .. .. .... .. MAXIMUMAD EL. .. ..I ... =-58.5'NAVD OVERDREDGE EL.=-60.5' NAVD I SECTION A -A' I I I I a a U v v O U e gol w MAXIMUM AD EL. =-63.0' NAVD I .. .... .. .. ... ... .MAXIMUM AD EL. .. ... ... I.. =-68.0' NAVD OVERDREDGE EL.=-65.0' NAVD OVERDREDGE EL.=-70.0' NAVD DISTANCE ALONG SECTION (FEET) SECTION B-B' -20 " -20 NOVEMBER2017 BATHVMETRV BY TI-COASTAL SERVICE. INC.I I � -40 Q ug.. F I. q _ _. Q I_ 10 3 I U s I m I o 0 I -I o I ow 1 p -60 I MAXIMUM AD EL. I =-65.5'NAVD OVERDREDGE LL OVERDREDGE EL.=-65.0'NAVD EL. = -67.5'NAVD I -80 -10 MAXIMUM AD EL. =-63.0' NAVD I MAXIMUM AD EL. 1 =-58.5' NAVD I OVERDREDGE I EL.=-60.5' NAVD I I DISTANCE ALONG SECTION (FEET) -20 d0 m E.-Ip 0 10 20 VERTICAL GRAPHIC SCALE IN FT 0 1� o HORIZONTAL GRAPHIC SCALE IN FT NOTES: 1. ELEVATIONS ARE IN FEET BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 2. BATHYMETRIC SURVEY PERFORMED NOVEMBER 2017 BY TI-COASTAL SERVICES INC. 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. 2 C W W z 2 Z (7 � 2 W i Z J O F Q � W V U ~ X W w 1. aZ J W F w O N C ov'� V W z 0 New fez $3w X:m1m