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Home My WebLink About181-06 Oversized PlansFEMA SAND [RE[PLACEMEFROJEC7 Towns Of. Pmine Knoll Shores, Indmian Beach, & Emerald Isle 0 Dej!�!: ==2 W—W ��h - CaVIRSVOIR (B DRAWING INDEX (B-- TITLE DRAWING NUMBER COVER SHEET SHEET 01 OVERALL PROJECT MAP SHEET 02 SURVEY CONTROL BENCHMARKS SHEET 03 SURVEY CONTROL, PROJECT LIMITS, & SHEET 04 & BASELINE COORDINATES PROJECT PLAN - REACHES 1-5 STA 93+40 TO 455+00 SHEET 05 STA 455+00 TO 640+00 SHEET 06 STA 640+00 TO 875+00 SHEET 07 STA 875+00 TO 915+00 SHEET 08 DESIGN FILL PROFILES & OFFSHORE BATHYMETRY SHEET 09-17 BORROW AREA A & B - BATHYMETRY (ODMDS) SHEET 18 BORROW AREA A & B BORING LOCATIONS & SEDIMENT CHARACTERISTICS SUMMARY SHEET 19 SEDIMENT CHARACTERISTICS - 2205 SHEET 21 GRAIN SIZE DISTRIBUTION PLOTS 2205 SHEET 21-22 PROJECT LOCATION S CONSTRUCTION DOCUMENTS NORTH CAROLINA Swa sboro J24 SALTER PATH/ INDIAN BEACH �MF�A�,D ISLE 58 ' eat'_ . , . t p vea Bnlet v:A. oroleC DIRECTIONS: FROM SWANSBORO TAKE HWY 24 TOWARD MOREHEAD CITY. TURN RIGHT ON HWY 58 TOWARDS EMERALD ISLE. FOLLOW SIGNS TO PUBLIC BEACH ACCESS. Morehead PINE KNOLL BEACH SHORES _ AT�A,11C OCEAN FROM MOREHEAD CITY TAKE HWY 70 (ARENDELL AVE) TOWARDS SWANSBORO. TURN LEFT ON HWY 1182 TOWARDS ATLANTIC BEACH. TURN RIGHT AT THE FIRST LIGHT ONTO HWY 58. FOLLOW SIGNS TO PUBLIC BEACH ACCESS. Town of Emerald Isle 7500 Emerald Circle � Emerald Isle, North Carolina 28594 FORT MACON STATE PARK bll-.. .beort Bean Scale (Miles) I 0 5 BOGUE BANKS INSET SEAL? ' 10733 h'KUJEG I It: ZZ05 FEMA PW #: 1608-DR-NC DATE: SEPT 20, 2006 ATLANTIC BEACH j,. PINE KNOLL SHORES P �d l� j FORT MACON 0 U N D ✓- r A 4�T� 5 x _r �� U INDIAN BEACH/SALTER PATH ems_ �� G �� Q EMERALD ISLE tx ." \ \ \ \ A N T 1 C O C .� wa A T L Ar Ow 1 —8.4 MI. —7.1 MI. 0.6 MI. \ j vst Ki 13.5MI., ��\\ t �---------------------- i' SEE SHEETS 18-22 FOR DETAILEDI ` BORROW AREA INFORMATION 19.3 MI. —— — — _ _ PROJECT ------ -- BORROW AREA I / t��P REACH REACH — — — — — — _ = I — � SPX REACH 3 REACH 4 REACH 5 I L — — — — — PROJECT LIMITS I �aa.xtz�ali ---'- - +Graphic Scale (feel) I I 2000 0 4000 I PINE KNOLL SHORES mn ,m mnmmf0fitm miLn Rm,,. m m CSC 1-i 97 16 13 14 12 11 09 �10 REACH I u7 J STATION 93+98 TO 230+02 13,604 LF @20 CY/FT = 262,080 CY 020304 05 w REACH LENGTH INCLUDES TAPER SECTIONS 0 a NO. REVISION BY DATE I I ( 26 24 25 23 ENGINEER: COLUMBIA-®-MOREHEAD CITY. QC C Coastal Science & Engineering PO BOX 1643 MOREHEAD CITY, NC 2B557 PHONE 252-222-0976 FAX 252-222-M N D U B O C O S 0 L EMERALD ISLE gyp, aI1 INDIAN BEACH INDIAN SALTERPATH �f BEACH 40 �l ffy71, 36 37 39 CUPOLA SITE (4BBB) "' I"'323334 35 OCEAN REEF SITE (6BBB) I301 31 EMERALD ISLE PIER WRECK zB 27 26 - REACH 3 STATION 580+13 TO 714+02 REACH 2 13,389 LF @ 23.17 CY/FT = 298,604 CY STATION .07 CY TO 307,0 REACH LENGTH INCLUDES TAPER SECTIONS 14,059 LF @ 23.07 CY/FT = 307,080 CY A T L A N T I C O C g A A, REACH LENGTH INCLUDES TAPER SECTIONS OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT LIMITS STATION 93+98 TO 941+62 TOTAL FILL VOLUME =1,107,560 CY TOTAL FILL LENGTH = 54,658 LF PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE 156A '� 61 56I DRAWING TITLE: OVERALL PROJECT MAP T2 73 '.. 74 - 76 it 66 69 70 71 6766 ~ g 64 U W a REACH 5 STATION 813+33 TO 914+61 10,128 LF @ 19.22 CY/FT=180,236 CY REACH LENGTH INCLUDES TAPER SECTIONS REACH 4 STATION 766+13 TO 800+91 3,487 LF @ 20 CY/FT = 59,560 CY REACH LENGTH INCLUDES TAPER SECTIONS 79 60 61 82 63 11 NOTE: js DENOTES SHIPWRECK SITE N u GRAPHIC 500 0 3000 SHEET N 02 AS SHOWN O /� L 20 SEPT 2006 BY: JJH ED BY: TWK/JWF r s: 2205 oe 22 s REACH 1 �o n station: GROVE PID = AC7464 NAD 83 => LATITUDE = 34 41 29.33319 LONGITUDE = 76 51 09.69142 SPC 83 => NORTHING = 106,567.511 Meters EASTING = 806,326.870 Meters SPC 83 => NORTH(Y)=349,630.243 feet EAST(X) =2,6=t5,424.072 feet NAD83 CONVERGENCE (e) =+1 14 21.70 NAD83 SC. -LE FACTOR = 0.9999201 ELEVATION (NGVD 29) USE GEOID99 GE-iolD PROGRAM 3.844 meters (BM) TO COMPUTE GEOID HEXoHT 12.61 feet STATION IS LOCATED IN WESTERN PINE KNOLL SHORES. ALONG NC 58 FOR 5.35 MI (8.61 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, IN THE SOUTH SHOULDER. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS i-FOOT LOWER THAN NC 58. LOCAIUMD 23.8 FT (7.3 M) SOUTH OF THE CENTERLINE OF NC 58, 68.6 FT (20_ 9 M) EAST OF A PRIVATE CONCRETE WALK WAY, AND 22.0 FT (6.7 A4) WEST OF A METAL -NO PARKING -SIGN. INDIAN BEACH TANK IS VISIBLE AI1D THE GRID AZIMUTH IS-264-12-03.08. NO. REVISION BY DATE ENGINEER: -COLUM AIA-0-MOREHEAD CITY= Amcc Coosta Science & Engineering PO BOX 16"3 MOREHEA D CITY, NC 28557 PHONE 252-222-0976 FAX 252-222-0967 U E 0 G 16 EMERALD ISLE S O U N D REACH INDIAN BEACH/SALTER PATH 4e, C� P REACH 3 station: PEGGY PID = AC7465 NAD 83 => LATITUDE = 34 41 25.27662 LONGITUDE = 76 51 53.84496 SPC 83 => NORTHING = 106,418.309 Meters FASTING = 805,206.085 Meters SPC 83 => NORTH(Y)=349,140.738 feet EAST(X) = 2,641,746.964 feet NAD83 CONVERGENCE (e) =+1 13 56.22 NAD83 SCALE FACTOR =0.9999202 ELEVATION (NGVD 29) USE GEOID99 GEOID PROGRAM 4.234 meters (BM) TO COMPUTE GEOID HEIGHT 13.89 feet STATION IS LOCATED IN WESTERN PINE KNOLL SHORES. ALONG NC 58 FOR 6.05 MI (9.74 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, IN NORTH SHOULDER APPROXIMATELY 300 FEET (9 L4 M) EAST OF THE INDIAN BEACH CITY LIMITS. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS 1-FOOT LOWER THAN NC 58. LOCATED 24.5 FT (7.5 M) NORTH OF THE CENTERLINE OF NC 58, 31.0 FT (9.4 M) WEST OF THE CENTERLINE OF ASPHALT ENTRANCE TO WATER TANK SITE, AND 11.4 FT (3.5 M) SOUTHWEST OF THE WEST END OF A 15-INCH CONCRETE CULVERT. OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC _ v ATLANTIC BEACH i PINE KNOLL SHORES FORT MACON REACH 5 -{ REACH 4 A N T I C O C E A N A TL station: SALTER. PID = EA2003 NAD 83 => LATITUDE = 34 41 15.49879 LONGITUDE = 076 52 42.90189 SPC 83 => NORTHING = 106,090.331 Meters EASTING = 803,964.264 Meters SPC 83 => NORTH(Y) = 348,064.694 feet EAST(X) = 2,637,672.758 feet NAD83 CONVERGENCE (o) = -1 13 27.91 NAD83 SCALE FACTOR = 0.9999207 ELEVATION (NGVD 29) USE GEOID99 GEOID PROGRAM 8.020 meters (BM) TO COMPUTE GEOID HEIGHT 26.31 feet STATION IS LOCATED ON THE OCEAN SIDE OF BOGUS BANKS, ABOUT 8 MILES WEST OF ATLANTIC BEACH, ABOUT 7 MILES SOUTH OF NEWPORT AND ABOUT 1/2 MILE EAST OF THE CENTER OF THE SMALL VILLAGE OF SALTER PATH. IT IS 108 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE, 78 FEET SOUTH OF POWERLINE POLE, 20 FEET NORTH OF THE CENTER OF SURFACED ROAD, AND 2.5 FEET NORTHWEST OF WOOD WITNESS POST WITH SIGN. STATION IS MARKED BY A STANDARD DISK CLAMPED TO THE TOP OF A 5/8 INCH COPPER WELD ROD THAT IS DRIVEN 32 FEET INTO GROUND. THE ROD IS WITHIN A 1 INCH BY 5 FOOT GALVANIZED PIPE WHICH IS WITHIN A 2 INCH BY 5 FOOT GALANIZED PIPE. THE DISK IS STAMPED SALTER 1962 AND PROJECTS 12 INCHES ABOVE THE SURFACE OF THE GROUND. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROUTE D COUNTY ROUTE NO 1201 NEAR THE SALTER PATH METHODIST N +Graphic Scale (feet) 2000 0 4000 I PROJECT BORROW AREA I I �dda&R 4®b 'Rdd0'F I I <�Ascesdarea9� ��a6®aa�A G I I Salter Path Rd. Station: FIRE PID = AC7467 NAD 83 => LATITUDE = 34 41 13.40632 LONGITUDE = 76 53 24.39527 SPC 83 => NORTHING = 106003.365 Meters EASTING = 802909.794 Meters SPC 83 => NORTH(Y)=34779.374 feet EAST(X) = 2634213.215 feet NAD83 CONVERGENCE (e) = +1 13 3.96 NAD83 SCALE FACTOR = 0.9999208 ELEVATION (NGVD 29) USE GEOID99 GEOID PROGRAM 3.390 meters (BM) TO COMPUTE GEOID HEIGHT 11.12 feet STATION IS LOCATED IN SALTER PATH. ALONG NC 58 FOR 7.55 MI (12.15 KM) WEST FROM THE POST OFFICE IN ATLANTIC BEACH, IN SOUTH SHOULDER, ACROSS THE HIGHWAY FROM THE INDIAN BEACH TOWN HALL AND THE SALTER PATH FIRE AND RESCUE BUILDING. MARK IS FLUSH WITH GROUND AND IS I -FOOT HIGHER THAN NC 58. LOCATED 32.2 FT (9.8 M) SOUTH OF THE CENTERLINE OF NC 58 TURNING LANE, 18.0 FT (5.5 M) EAST OF THE CENTERLINE OF ASPHALT DRIVE TO BUSINESS, 37.5 FT (11.4 M) NORTHWEST OF THE WEST CORNER OF BLOCK BUILDING (STUCCO FINISH), 2.2 FT (0.7 M) EAST OF THE CONCRETE CURB FACE OF ENTRANCE TO BUSINESS -AND 51.1 FT (15.6 M) WEST OF A POWER NO. 1193 AN POLE, 34.9 FT (10.6 M) EAST-NORTHEAST OF A POWER POLE -BOTH CHURCH. IN SALTER PATH. GO EAST ON COUNTY ROUTE NO. 1201 FOR WITH REFERENCE TAGS. N 0.4 MILE TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH AND EAST ON SURFACED ROAD FOR 0.2 MILE TO STATION ON THE LEFT AS DESCRIBED. GRAPHIC SCALE (feet) +150 0 300 PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE DRAWING TITLE: SURVEY CONTROL BENCHMARKS AS SHOWN SHEET # 03 03 OF: 22 20 SEPT 2006 JJH BY: TWK/JWF 2205 H,Ny. 58 0 McNEILL th Rd salter Pa - - (, ---- - 10 1l 01� rr�1 Hwy. 58 GIA e Emerald � � m o m m B m Entetald Dn� m EAIL �v 101.1111 1 1 station: A 'LY station: MCNEILL station: MECHELLE PID = AC7492 7492 PID° ACC77447o PID = AC7468 NAD 83 => LATITUDE = 34 41 01.71088 LONGITUDE = 76 54 32.26183 PID = AC7469 NAD 83 => LATITUDE = 34 40 48.68959 LONGITUDE = 76 56 09.13965 NAD 83 => LATITUDE =34 40 30.50263 LONGITUDE = 76 58 17.70656 SPC 83 => NORTHING = 104,526.064 Meters EASTING = 795,473.075 Meters NAD 83 => LATITUDE = 34 40 23.02927 LONGITUDE = 76 58 58.32494 SPC 83 => NORTHING = 104,274.769 Meters EASTING = 794,444.000 Meters - SPC 83 => NORTHING = 105,606.529 Meters EASTING = 801,190.433 Meters SPC 83 => NORTHING = 105,153.791 Meters EASTING = 798,733.485 Meters - SPC 83 => NORTH(Y) =342,108.140 feet EAST(X) =2,606,438.357 feet SPC 83 _> NORTH(Y) =346,477.423 feet BAST(X) =2,628,572.278 feet SPC 83 => NORTH(Y)=344,992.084 Feet EAST(X) =2,62Q,511.513 Feet SPC 83 => NORTH(Y) =342,932.596 feet EAST(X)=2,609,814.580 feet SCALE FACTOR = 0.9999232 NAD83 CONVERGENCE (e) =+1 12 24.79 NAD83 SCALE FACTOR = 0.9999214 NAD83 CONVERGENCE (o) =+I 11 28.87 NAD83 SCALE FACTOR = 0.9999220 NAD83 CONVERGENCE (o) =+I 10 14US NAD83 SCALE FACTOR = 0.9999229 ELEVATION (NGVD 29) USE GEOID99 GEOID PROGRAM NAD83 CONVERGENCE (o) =+1 951.22 NAD83 ELEVATION (NGVD 29) USE GEOID99 GEOID PROGRAM ELEVATION (NGVD 29) USE GEOID99 GEOID PROGRAM ELL N ELEVATION (NGVD 29) USE GEOID99 GEOID PROGRAM 7.936 meters (BM) TO COMPUTE GEOID HEIGHT 8.120 meters (BM) TO COMPUTE GEOID HEIGHT meters ( ) TO COMPUTE GEOID HEIGHT 5.672 meters (BM) TO COMPUTE GEOID HEIGHT 26.04 Feet 26.64 feet 19.57 feet STATION IS LOCATED IN WESTERN INDIAN BEACH. ALONG NC 18.582 Feet STATION IS LOCATED 1N EASTERN EMERALD ISLE. ALONG NC STATION IS LOCATED IN EASTERN EMERALD ISLE. ALONG NC 58 EMERALD DRIVE FOR 3,65 MI (5.87 KM) EAST FROM THE POST ( ) STATION IS LOCATED IN EASTERN EMERALD ISLE. ALONG NC 58 (EMERALD DRIVE) FOR 3.0 MI (4.8 KM) EAST FROM THE POST OFFICE OF NC 58 FOR 9-7 MI (15.6 KM) WEST FROM THE POST OFFICE IN ATLANTIC 58 (EMERALD DRIVE) FOR 5.75 MI (9.25 KM) EAST FROM THE POST OFFICE IN EMERALD ISLE, AT STREET, IN SOUTHEAST QUADRANT, IN EMERALD ISLE, AT KELLY LANE, IN THE SOUTH SHOULDER 3 INCHES BELOW GROUND AND IS LEVEL WITH BEACH, IN THE N. SHOULDER; ACROSS THE HIGHWAY FROM THE INDIAN BEACH FISHING PIER. MARK IS RECESSED 3 INCHES BELOW GROUND OFFICE IN EMERALD ISLE, AT 15TH STREET, IN THE NORTH SHOULDER OF NC 58. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS LEVEL RECESSEORGIAD IS THE SHOULDER. MARK IS RECESSED 6 INCHES BELOW GROUND AND IS ABOUT LOWER THAN NC 58. LOCATED (7.0 M) SOUTH -FOOTRLINE 58 MARK IS RECESSED NC 58. LOCATED 26-2 FT (8.0 M) SOUTH OF THE CENTERLINE OF NC N AND IS LEVEL WITH NC 58. LOCATED 24.7 FT (7.5 M) NORTH OF THE OF WITH NC 58. LOCATED 19.8 FT (6.0 M) NORTH OF THE CENTERLINE M) EAST OF THE CENTERLINE CENTEI NC FT T OF OF THE CENTERLINE 58, 19.7 FT (6.0 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY, M) NORTHWEST OF A CONCRETE POWER POLE, 18.1 FT CENTERLINE OF NC 58, 57.6 FT (17.6 M) WEST OF THE CENTER THE ASPHALT ENTRANCE --AND 25.4 FT (7.7 M) SOUTH OF A 7-INCH NC 58, 42.3 FT (12.9 M) EAST OF THE CENTERLINE OF 15TH STREET, 52.4 FT (16.0 M) EAST-SOUTHEAST OF A MANHOLE COVER, 69.6 FT T OF GOF A RE STREET, 5.5 O CRET NORTH-NORTHWEST OF THE EAST 5. (1. M) END OF A REINFORCED CONCRETE PIPE UNDER A STREET, 29.2 FT (8.9 GRAPHIC SCALE (feet) M) SOUTHWEST A WATER VALVE --AND FT (30.9 M) SOUTHEAST � WOOD POST, 83.9 FT (25.6 M) WEST-SOUTHWEST OF A POWER POLE -BOTH (21.2 M) NORTHEAST OF A MANHOLE COVER, AND 63.7 FT VALVE IN TR FT (11.9 M) NORTH-NORTHEAST OF A WATER VALVE IN GEORGIA STREET, HW OF A POWER POLE, 97.9 FT (29.8 M) SOUTH-SOUTHWEST OF SECURITY OF 7. 150�0 WITH REFERENCE TAGS. EMERALD ISLE EAST TANK IS VISIBLE AND TAG. E EAST-SOUTHEAST OF A POWER POLE WITH REFERENCE TAG. EMERALD AND 14.4 FT (4.4 M) NORTH-NORTHEAST OF A STOP SIGN POST WITH LIGHT POLE -BOTH WITH REFERENCE TAGS. THE GRID AZIMUTH IS-257-58-28.67. ISLE EAST TANK IS VISIBLE AND THE GRID AZIMUTH IS--81-02-39.68. A REFERENCE TAG. PROJECT LIMITS AND BASELINE COORDINATE CHART I -- - - -- - -- - -- - System: US State Pane 1983 Zone: NC 3200 Datum: NAD 1983 (feed--- I .�.-__ .-L._.._ "-- STATION 0+00 LOCATED AT WESTERN END OF EM RALD ISLE I CSE ine # ' - STA ' ---- - Northing I 330,567.500 ,- Easting - 1 2,572,689.800 I-� 1- J 1 0+00 REACH 1 -EMERALD ISLE REACH 2 -EMERALD ISLE REACH 3 - INDIAN BEACH REACH 4 -PINE KNOLL SHORES REACH 6 - PINE KNOLL SHORES Northing* Eastng* CSE ine # I STA I 1 Northing' 334,196.059 Easting' 2,681,366.428 CSE ine# 33 I STA Nothing* Fasting* 408+86 i342,665.3181 2,611,671.909 CSE ine # 48 STA Northing* Eashng' 58D+13 346,224,090 2628,4055.SM 1 CSE ine # ; STA Northing* Easting' CSE ine# STA 62A 1766+13 349,4866561 1 2646,712038 -�66 _ �813+33 350,213,027 12,661,351.122 -10 1 93+98 1 334.700.734 2,582,736+702 33A 413+80 1342.778.973 2612,152.373 48A 585+38 ' 346324986 1 2628,920086 62B 770+46 3495_62705 2647,137.855 66A 817+401 350.287668 2,651,751733 11 12 108+58 _ 121+18 I 1 335.103108 2,583.930911 33B - 417+80 1342871.0521 2612,541.631 . -..._ 48B i 590+62 346425.893 ,2,629,434368 -.. __ _ +__--- - ._ _ 63 - - . 349,638 -740 2.647 563.062 774+77 , _.._ _ _ ' 982.494 66B 67 821+48 I 350.362.309 _-- 825 53L 350 436.506 2,652.152 45 2,652,550.570 13 _ -_�_ 134+61 ___ -_-t- 335.527.947 ; _ 335886.174 1 336,272.15 2,585,204.931 ---�--" 2,586,356A63 - - 2.587,648.912 34 - 34A ---) 35 I 422+83 1342 986.784 i 2,613,030.875 --- - --� ----" -"_ 428+80 i343,064.071 2,613,623.107 - -- - 435+62 ' 343152.345 �2,614,299 532 49 __--_._% 49A -- - 496 I 50 I" 595+84 _ 346 526.469 2,629,946.965 g+92 346 594 732 i 2 630,349 278 -__ a- - - - r 604+00 346 662.995 2_630,751592 608+06 .I 346.730.855 2 631,151530 63A � 636 64 64A 779+15 349 763 408 2 847 783+53 349 888 076 12,648,401.925 787+61 350;004 567 `.2 648,793 &!4 792 05 350,012,489 1 2 649 236 839 020 411 2 649,679 834 --_ 67A - -676- - j 68 T 68A 830+57 350 489.2(19 _- .--.- 835+61 350,541 913 840 55 350 593.657 545+75 �350,684.380 2,653 051.787 2 653 553.004 2 654 045.099 - 14 - - 15 I 146+67 ! _-� 160+16 16 1 174+79 �336,705.034 I 2,589,046.112 35A 1 440+80 ' 343,273 0931 2,614.803 097 50A 1 5� 612+34 346 796.680 1 2,631,574,554 616+62 346862372 2631,997.864 --_ 17 18 189+23 203+53 j 337,135.287 337,5W898 2,590.424.332 2.591,788329 35B 1 36 I- 445+81 { 450+j2 343,389 7807 2,615,289.729 �343,492.786 2,615,719303 648 66w j800+91 796+48 350 360028.337 2�123079 t - - _t 69 850 84 350,773.424 4 854+g6 350. 829.787 1 -2,654,556.227 2655,057.892 2.655,466.050 _� `19 _ _ _ _ 337.865,142 __ - --_- 2.592,884.812 --- 36A I 455+g0 1343,687.9601 _.- 2,616.241,867 51 1 620+90 } 346928.359 2632.420787 69A_ _ �--- _ _ 696 1 -.- 70 70A _- 70B 859 08-i 35Q886.150 12,655,874.207 863 28 350 943.563�2 869+61 351 036.276 __ _ 875 93 351.128.M -_ - 656,289 967 12.656 915 828 _ ... -__ 2 657,541 686 '-- 20 --1------ 214+90 -`--- 230+02 �338,3D5.470 1 2,694,332015 37� 37A 461+34 1343,881.7821 466+80 1343,972.9721 - .. -.- 2.616.760812 2,617,299185 _ 51A 51B ._. I 625+05 ! 347014.726 2632,826072 629 1-9 347101.125 2633,231506 633+31 1 347186.918 1 2 633,634 099 j 638 26 347 28913W� 2 634,.118 526 -,.-�- ---------_ _-_ --.••-- 38 --- --- --- 472-44 -.- - - - - 344.067.200 2 617,855 499 -..._ 52 38A 477+80 8 +48 483+48 1344176 894 2,618.379.911 _-- - �344 2931651 2 618,935.767 - -- 52A. - 52B - - I 643+21 347 392 392 12 634,602 953 - --- -_ -# } _ - 71 71A 882+24 351 221.338 _ .... - 886+91 351 268.897 12 658,165 096 - 1 2658 629.835 --� 39A -A 488+80 1344,406 343 2 619,455.705 -- 53 1 648+17 347 495.186 21635 ,087 651 - 9 - rt -__ j -,,, _ 71B -_ 891+58 1 351,316.457 2,659.094 574 �- �_ --- 1 - - 40 --- 40A 494+44 - -- 499+80 344.526.308i 2 620,006 819 -_-_ __ - 1344,634263) 2,620,531.815 1 53A -- --- 54+66 --- 654+41 347,623.364 2 635,698402 -- - - -- i- - - - - L 347751.690 12,636,309857 - r 1 - T - - 72 _ _ 896+24 903 I -- ' _ 2.659,558.203 - - _-_--(_ + --- -~--41A --- 41 -�--- 1--- 505+39 _510+80344,851832j - - -- 344,746 8661 2 621,079 415 - ----- -- 2.621,610076 -- 54A ---i- 55 .__.- 55A - 56 11 666+48 347 836.909 636,885 589 - - -_.. -_.._ 672+30 + 347,922.213 2,637.461895 i 677+78 ; 348 013.235 2 638.002 006 _ ..__-,_L. __- 683+24 3-48,104.052 2 638.540 900 )-688+60 348,209.933 2 639 065441 693+79 348 312.730 2,639,574.704 - `--- 72A --- 72B 73 _ 73A 901+001 351 0.649 si 3 -- 905 ; 51457.396 1 910+53 I 351.505.841 _. --- 914+ _. 1 61 361,555 _.,___ - 1 2,660,031.902 - ..-- 1 2,660.505.601 12.660.980.399 --. - - _-- -- I 42 516+58 521+80 1344,963 862'; 2.622,176 453 - 345,069W 2,622.688.221 -_- -r ----- 42A� -- I - I 43 527+37 -- 345182 9961 2,623,233 516 56A j - J -_--- 1 43A 532+80 (345 284 239! 2.623.767.108 57 1 _- 1 __-- -- - --_ -- _-- _---- 44_ 538+39 1345.388 3r 2,624,315 885 57A -_ 576 58 698+88 _ 348 402.975 2,640,075.640 703+97 348493.220 12640,576576 _i i 709+05 348 588.355 1 2.641 075 675 - ; _. - -_ ___-L_-_I _. - -- _ 549+45 `345497545' 2624.846194 _ 13466116371 2 62_5,399 867 45 - - - "-" -. j 58A 714+02 ... 348,665.073 2,W,566.656 * NORTHINGS & EASTINGS ARE INTERSECTION OF STATIONS AND PROJECT BASELINE NO. REVISION BY DATE ENGINEER: COLUMBIA=®=MOREHEAD CITY= AC Coostol Science & Engineering PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-272-0976 FAX 252-222-M7 - 1 OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE DRAWING TITLE; SURVEY CONTROL, PROJECT LIMITS, & BASELINE COORDINATES TIDAL & DATUM ELEVATIONS NGVD 29 DATUM MLLW DATUM 4 MHHW = 2.35 FT- --MHHW = 3.49 FT MHW = 2.08 FT- 3 -MHW = 3.22 FT 3 NAVD 88 = 0.96 FT- 2 2 -NAVD 88 = 2.09 FT MTL = 0.54 FT- -MTL = 1.68 FT NGVD 29 = 0.00 FT- 1 I -NGVD 29 =1.13 FT MLW =-1.00FT- 0 MLW = 0.14 FT 0 MLLW =-1.14 FT- 1 -MLLW = 0.00 FT -1 SEAL 10733 �ncc, a uv ASSHOWN 20 SEPT 2006 e JJH 0 //� t D BY: TWKIJWF 2205 OF: 22 w,v r „ _. ,.. .. _„ •,,, ,.'.'� ':: A... , . }k . ..,,. :, µ c- _....: . �,.. f .. _ ,: . .. x 'e-.t,;.. ,_ r, :.. ... ',. , ,w+.z ti•• t"..... ...,. Vie... ., ., �...,,. >. :?: E „: .. a`.. _..,... ,� ,wY4P"'.,< ,.: ..._ �, �� ,. ,. ._.,•.,. _.. ,. ,:- ..,-� ..:,. -.a._ w ,< .....-..<,. M ,: ,_, ..•.... ..,.,,. x. .r :•., �.. 3..>e, ,. .,.. r.-. -�.' `sue"' �., .x. ,.. <. .. tom.. ,. .r. .. , .: ...,_ _.. .... __.. * :- JET, BA I F :. _ ... a.. -i". ,.,"Aw=..:... ,. ,... ,.,.. ..�. .. „-, SELN .- ,.... _. ...._ <_ _. >- _ t •. �`i.Gr�n:"� 'ems,.. : � _ �+ :ex ... , ^4, r _ , .. . :. ,. - 7NYARDF(Ll$iAT ' < a. @ +FTNGVDBERM CRESTSEAWARD FILLLMI� DNAL BEACH ACCESS NOT g. h -e w <- FOR CONSTRUCTION USE EMERALD ISLE T I' T w 1 .1 .rvi � •:. S,aro axw r ,, .: vF, e t.. :.. ,_ ,., ., .:.... uY - .fi,-.� -....- ,..,. -..... - n._..'rYelS4—dk.�`"`.. _ .-. .•• a z. > , � r u ,,. ,. _ _, . :. ... r„ ., ,. ,... _ ,,. . _, � <. ,n .,._ h..... :::: :.1+. '_' �,. .:, ..z.. k-:d r. :mow„ , ,•i�..._ :.i V..,... ,: v , ,:, :� ....._ ...,.. ...-.. �.:. ..d'", +d4 — _ J ... 'Sty • .. �"�,.y: .e'„ , - , %ra. {; o-^"da'� ,fi... - t : �,�r , vim' _ r�.�"`� � y '�l �1 !� n , TM - - 500 ET TAPER , - - REACH 1 (EMERALD ISLET STATION LIMIT 93+98TO230 - > , REACH LENGTH 13,604 LF , _ ' (rt120 CYlFT =TOTAL FILL VOLUME OF 262.080 CY -_ w a,, �,�.r, !'<�,. is �;,. ,,�-< ^•>• .��F"''"x ire �.`*° ..+H J, 4 .<7''e^ � : p� ?,3,� * H . 4- y ,-- •,..F H rah z« a m, ^">,L, K,'I -�% e -1 ...,2. ,:. ';" r+: a:..:= t, "'k: d.+ `•'c'ffi { iY 31 _ e 4RAW"- - �. 2, J, ;` x -:.: t, .. �,' �',, �,rtY«;,: �V.>k,,. . ,".o ,:,.. ;r .r.: 'm •c'. t:r ;, ,d"E�.^--x„s-w,<..;_a,. 4" a. �_ � .� <. yf'M' 4*r �"" ,.., "'�l : °4.,v f <, . ; < •_, -.r: <. , ;.x 6,,�. 1l is � .rr.,. ;..„. �a .,r<•f<. .,,�„< :, �• + �.. :. ,.-. >�" ",4: ''8c F t.. ,>M i' . �'"- �- ,l,'$F,6. }s'•,Mw�i 7 � ..,,tw`e�i �;� K. _ i ..EIN,`:'. G,EUr dFt"''Y`% .x � t� ^ Srt _�-^�cee: `•:•�« - r „�;•, ,.. '„r, �:. "��.: �'.4rx . �''"'"o,•.r a+ �.-. r-, �., , .,� ,^.a, �., ��; w~�N..x ,?aw`., iT � e e • ,>�� , . t�,..ra.^a'o',"" ,:,`gam �a,;,^"'^ „a PROJECT BASELINEf 9+7 D BERM T -SEA F LLIMIT FT NGV CRES WARD IL PIER* ffi i t --G77.1 ' n "mQ l-3 5`��"^"'-_ NO. REVISION BY DATE 1 ADDENDUM 1 JWF 09/28/06 ENGINEER: COLUMBIAHOEMOREHEAD CITY- QSE Coos[ol Science & Engineering - PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX 252-222-M OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT. FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE DRAWING TITLE: PROJECT PLAN AERIAL ORTHOPHOTOS REACH 1 & 2 STA 93+40 TO 455+00 S EAL 10733 c / G1 F t `Y` II! wq� `k4 'z P h #s- LANDWARD FILL LIMIT ` @+7FT NGVD } REACH 1 tEMERALO ISLE1 SCALE: SHEET#05 AS SHOWN DATE: 20 SEPT 2006 DRAWN BY: JJH O APPROVED BY: TWK/JWF PROJECT P. 2205 OF: 22 un �v- M11-M." 1 '3 J -ft I'R', FROM TMATrr F!, 7 W-V F, Mae R E n EMER4D DRW 41 z Olt R it- 017 V -5 51 4 Ali -17 T E j r SELINE Xi 4, ;n Vl- 7 i 777 + 77 v �7 �71, 77�ki -�t amx A N 4�, CREST L T D BERM LM HLL "IT 7,080 CY NET g 5 RA 5 R -v"'�'� g "i Il N 6,1N Fi, 11" i% 46i", AW-) N 3, -t� M t; j 11 C"W `7' 4� fl',"��`��i��4�" 0 merald Isle Indian Beach Lu . . . . . . . . . . NO. REVISION BY DATE M, 71, 11 + . .. ...... ROJECT BASELINE* ........ . . . =7 --7 t7� -t-77-1 +-7 7t �7, �j -7 t7 -t 77' ra Emerald Isie BERM CREST: —7— Emerald Isle - ------------ 3t y @ +7FT STATION LIMIT 580+13 TO 714+02 REACH LENGTH 13,389 LF @ 23.17 CYIFT = TOTAL FILL VOLUME OF 298,604 CY ENGINEER -COLUMBIA �OfMOREHEAD CITTF QSE Coastal Science 6 Engineering PO BOX 1643 MOREHEAD CITY, NC 285b7 PHONE 252-222a76 FAX 252-222-099 ?g ........... 10AD A, P5 �p, MO Ell 00- -Q 4P i I :4r wqp�w- K- 4 511 -177 --41 N', PROJECT BASELI 'f4 Pa BERM CREST Indian BEACH ACCESS, USE FOR CONSTRUCTION A. . ..... . ARD FILL OWNER TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT.- FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE DRAWING TITLE. PROJECT PLAN AERIAL ORTHOPHOTOS REACH 2 & 3 STA 455+00 TO 640+00 GAA �;Fllc SEAL 10733 GRAPHIC SCALE (FEET) I i I 100 0 200 'SCALE: SHEET # 06 AS SHOWN DATE 20 SEPT 2006 DRAWN BY: JJH 6: APPROVED BY TMJWF rROJECT# 2205 OF 22 " ��,,. $ ms T, nwr w t r r. ,-.,:�:,.t� a, Q n 4.�� c o JFCT BASELINE fr 1fi CREST . W 'ar`I"-;,—_'..}=''.x �„}...:. ,r i't `-' �i . !' t RO g Pine Knoll Shores8 NO WORK fv1Ci2 7FT NGVD .t — .,�'. z in a,Y s,vn'":a,. �__.�w,n.�x't�k,>�m..,::-S..AWARAFILLLIMIT.� 1 "3, <'�>r .-Oar, -., 7u�7 �..:�.:�+,t^'a'�.•rs,..at �a t�".� ,. � ::v x ,:.".„.� ..:. ,,;:; ,'r: .:� � ��' `��:':..-: " � •` - ¢ SA''�,"� �"' :-xM1�...'`a`. zk A..,` -.;.sere f ,yr, �;� �, .;, ;� �.ur�� .r e...a,a '-'��M w `" - at '.}�'% < REACH 4 PINE KNOLL SHORES :ACHE ...`•*4',4r� a�' is 5.+,�X>� � �° ( ) 0 71714+02 `' T . i _. STATION LIMIT 766+13 to 800+91 189 LF F - _ .500 FT TAPER REACH LENGTH 3,478 LF @ 20 CY/SEAWARD FILL LIMiT FT �"+ U t .'� <j'; + '�� JME OF 298,604 CY ' �e = TOTAL FILL VOLUME OF 59,560 :�` `"' zr a*1- dq . ",`4 y.$'-i �. ••�': y �:- 1, ?.'d.: ug_�,.... C:s'fi ..v t:, ..��i'�' N ,. �. � �, }. ,,:i�� . ;'"."CH 1° �: l '.,; f W+-Y' ,..W«� ., .., j� '�F ,r �... ... - 'ai: �, � ,f ., .e, "'�.h4 �} ,,:,,>, 'r< -,x• t e. 1�Ao ,.. d, ,+k�.;. �*&` J1 �� §C? ::'i• °`�" �"" � X,. ",'! as -._ '.. -. r..,w�... i✓ if,'.".-> ., j4i � ;:': M, �• r.,, .ie[ ..ii �. "... a �-��'. M1. �9 �4" �+`ry BEACH ACCESS �.\ .. _ USE ..,..: -:, h +i. x•:. >:a- .-.:.+' ... � ,.t g .:.. ; �- '' ?,�, . , ;.,.,�:.::. <..�,.. < .... n �* !:x ti - �-i .c� .... ... S i,_ �-� ,,,. $. .... E. .� .. ... ... .. . ., ..:e"g• ,; e ;'. ,ei- F, ...:. ... ... ... ........ ... , x t" ,o< ;:. .,... �. � $ � , .. ,. , ,� PROJECT ,.: .,. � � r..,.. an +7FT NoVO -:. .. s ,-:. , a.. .' .. PinO Knoll Lm �y " REACH STATIO1 6' REACH LENGTH -TOTAL FILL VOLUME OF 150,236 CY $" �•.:t,3... ,. ^-��^�+.' , zc � t ,.. �? x1�'k� `� °��-�?,.y tx$..-.:,'.�"'.M NO- REVISION BY DATE ENGINEER: Co LIMSIAE-EMOREHEAD CITY= QS Coastal Science & Engineenng PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX . 252-222-W OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE r DRAWING TITLE. PROJECT PLAN AERIAL ORTHOPHOTOS REACH 3, 4, & 5 STA 640+00 TO 875+00 NO WORK 1 ; GRAPHICSCALE (FEET) 100 0 200 SHEET # 07 AS SHOWN 20 SEPT 2006 JJH O TWKWWF NOTE' BEACH PROFILES AR7ASSURVEYED ON THE DATE INDICATED. CONSTRUCTIOERM SHALL BEGIN AT Emerald Isle Station 98+98 —CSE Line 10CREST OF BERM EXISTING AE OF CONSTRUCTION. Emerald Isle Station 93+98 (-CSE Line 10) Emerald Isle Station 96+48 (-CSE Line 10) ( ) 25 20 15 > C� 10 Z 5 C 76 O 0 tv W -5 -10 -15 May-06 --- MHW ---- ---MLW Begin taper 500 ft eastward of -----�- r this station. ----.- ---------1� -- '-------- 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) Emerald Isle Station 108+58 (CSE Line 11) 25 - May-O6 20 20 : ___. Base Fill 20.0 Tft --------- @--'-------- Berm elevation: + 7 ft NGVD — - Fill --- erm crest@: -5 Oft (BL) ^ 15 ---------"- _ -------, Sloe ton 15 '---------. ---MHW --- Q ----MLW > C9 10 -------- --- Z , 5 - --- --- c - : \ ----------------------- ------ 0-- - -- - -'� - - - ---------------------- -------- W 5 : - -15 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) 25 20 Q 15 C7 10 Z 5 c 0 m 0 tv W -5 -10 15 Emerald Isle Station 146+67 (CSE Line 14) - May-O6 _________________________ _______ _q____- - ____ --- Base Fill-20.0--___----- - — -FIII _.. Berm elevation: +7 ft NGVD --_________________ Berm crest@: 60It(ey ._,____________ ___MHW _ SIOPe: - 1 on 15 ------------ ----MLW------------------ 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) NO. REVISION BY DATE ENGINEER: COLUMBIA=_®EMOREHEAD CITY= 0C C Coastal Science & Engineering PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX 252-222-0967 25 20 0 15 > 0 10 Z 5 C O 76 0 N W -5 _10 15 as Fill @-10.0 cylft _____-__ -38864 Berm elevation + 7 ft NGVD — -Fill Berth crest@. -13 n (BL) Sloe - 1 on 15 _ - - ---- � - - -------- - _ MHW --- ----MLW -- ------ . ---------- - ----------- : _ -- - .----- ------ ------ — ---' er section. El:epointaper250fteastwardofthissection. -----'.._._ _____-______; ---------------------- d r 250 It westward of this section tap, 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) Emerald Isle Station 121+18 (CSE Line 12) 25 =el,,fion+ .0 cVM -May-06 20--------------------- ------ 71t NGVD------------ 0 n (BL) -Fill 15 ------- -.. ------ ----- --- MHW > MLW > ---- ------------ --- 0 10 --- c\ ----- ------------------- \ -- - o------ ----- -\- - ---------,------- -15 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) 25 20 15 10 Z 5 c 0 m 0 W 5 -10 15 Emerald Isle Station 160+16 (CSE Line 15) Base Fill @ - 20.0 cynt —May-06 __------ ---Berm elevation: +7f1 Nr:Vlr 1_________--- Berm crest @: -58 ft (M) — - Fill "----- Slope: - 1 on 15 - ------------- _ _-- - - - MHW - - MLW : \ -----7 -------------------------- - ------- ---- 0 100 200 300 400 500 600 Distance From Project Baseline (ft) OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE 700 800 25 20 0 15 > 10 Z 5 c O 0 N W -5 -10 15 25 20 Q 15 Z 10 5 c 0 W -5 -10 15 -May-06 ---- --- -- .Base Fill@-20.0 cyle ----- — -Fill ' Berm elevation + 7 it NGVD -------------- ,_--_ Benn crest@. -45It (BL) ------ - - - MHW - SI e:-1 on 15 ----- ---•MLW 1- ----------------- Begin taper. End taper 500 It westward of this station. - -- , 25 20 15 10 Z � 5 c 0 Cu 0 m W -5 -10 15 0 100 200 300 400 500 600 Distance From Project Baseline (ft) Emerald Isle Station 134+61 (CSE Line 13) 700 800 @- 0cylft :____________ ___________ ------------ :___________ Base Fill 20. -� — May-06 - Bermelevation: +71t NGVD — -Fill ' Berm crest @: -60 it (BL) ------------ ,---- ----- Slope: -1 on 15 -;---------- ---MHW - - - MLW \ ---- ---- --- \ - ;- - -- , -- \ --------------- r- ---- ------�- ----- 0 100 200 300 400 500 600 Distance From Project Baseline (ft) Emerald Isle Station 174+79 (CSE Line 16) 700 800 - May-06 ----------- _------------ _----------- Base Fill @-20.0 cytft - — -Fill _ l Benn elevation: +7It NGVD ---- l Bermcrost@: -73ft (BL) -- -------- ------- sloe-1on15---.--------- ---MHW _ - - MLW \ ----------------------------------- - 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) UKHWIIVU IIILZ: DESIGN FILL PROFILES STA 93+98 TO STA 174+79 SEAL 10733 AS SHOWN DATE: 20 SEPT 2006 n DRAWN BY: JJH o VN APPROVED BY: TWKIJWF PROJECT#: 2205 1 OF: 22 NOTE: BEACH PROFILES ARE AS SURVEYED ON THE DATE INDICATED, CONSTRUCTION OF BERM SHALL BEGIN AT CREST OF BERM EXISTING AT TIME OF CONSTRUCTION. Emerald Isle Station 189+23 (CSE Line 17) 25 20 15 Z 10 5 c 0 •� 0 to W -5 -10 -15 25 20 p 15 10 Z 5 c 0 m 0 _a W -5 _10 -15 25 20 15 10 Z � 5 0 0 io 0 tv W -5 -10 -15 Fill@-20.0 cylit — May-06 Berm elevation: +7 ft NGVD Berm crest @: -55 ft (BL) — - Fill _------------------ ---------- Slo -ton 15 ---MHW _ ----MLW -------------- -- --- ---- --- 0 100 200 300 400 500 600 Distance From Project Baseline (ft) Emerald Isle Station 225+02 (-CSE Line 19b) 25 20 15 10 Z 5 c 0 c�>a 0 N W -5 -10 -15 Emerald Isle Station 20+53 (CSE Line 18) --------------- ----- -------------------------------------------------- 700 800 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) --- '---------------ase Fill @-20.0 cylft---------- —May-O6 elevation 7 ft NGVD NG r'z- — i @ ft crest@ -60--- =Fill 1 15 ---------..--------- - - MHW - ---- MLW , -------------------------------------- , -- ----- - - - - - - - - - - - - ------------- -- Begin -t -- - -----`---- ----'------- `--- ------------.- er. -- -- ------------ - End taper ft 500 eastward of this station. -- ----------' 0 100 200 300 400 500 600 Distance From Project Baseline (ft) 700 800 Emerald Isle Station 227+52 (-CSE Line 20) 25 20 Base Fin@-to.ocyln - --- - --- ---- - - - - -- Berth elevation: + 7 It NGVD —May-06 — - Fill Berm crest @: -251t (BL) ^ 15 ._-__ Slo e: -1 on 15 --_ '; - -- ------ MHW --- O i - - MLW 10--------- ------------------------ -----. Z 4= c 0----------, t -- - - ----------------------- > W -5 -'- -----� ---- ' ------ Tapersedion. -10 Begin taper 250 ft westward of this section. End taper 250 ft eastward of this section -15 0 100 200300 400 500 600 700 800 Distance From Project Baseline (ft) Emerald Isle Station 408+86 (CSE Line 33 - Gregg St.) Emerald Isle Station 413+86 (-CSE Line 33a) May-O6 1------- --- MHW ---MLW -------------- Begin taper 1,000 ft eastward of this station. -------- ^ ------ F -- - ---- ---- - End tape(. No work at this station. - 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) NO. REVISION BY DATE ENGINEER: COLUMBIAE®EMOREHEAD CITY- ass Coastal Science & Engineering PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX 252-222-0967 25 20 15 10 Z 5 0 0 Cu 0 aD W -5 - 0 100 200 300 400 500 600 Distance From Project Baseline (ft) OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE 700 800 25 20 15 Z 10 5 0 Cu 0 a� W -5 -10 -15 0 100 200 300 400 500 600 Distance From Project Baseline (ft) 25 20 0 15 10 Z 5 0 0 � 0 N W -5 -10 -15 25 20 15 10 Z 5 c 0 Cu 0 (D W -5 -10 -15 Emerald Isle Station 230+02 (CSE Line 20 - Lee Ave.) Emerald Isle Station 214+90 (CSE Line 19) Base Fin @ - 20.0 cylft — May-06 _______________ ________ _,_______ Berth elevation: + 7 ft NGVD Berm crest @: -60 ft (BL) _ — -Fill e ---------.-------^-- :- ton 15 --------^------ ----------------- ^--- ------ ----MLW ----- ------ - - 7 T - - - - - - - - - - - - - - - - i......... 700 800 —May-06 .'. - - - MHW - MLW End taper. No work at this station. j ----Begin taper 500ft west wardofthisstation. -'-------- ------ - ____ ,_________ 0 100 200 300 400 500 600 Distance From Project Baseline (ft) Emerald Isle Station 418+86 (-CSE Line 33b ) 700 800 - —May-06 --- Base Fill @ - 23.1 cy/tt Berm elevation 7 ItNGVD -- — -Fill ______ --- ,__.__________--------- Bermcrest@: -85ft (BL) ------ Slope: -I.. 15 - - - MHW - - MLW --------------- 1,:- - - - - - - - 7 , --- Begintaper. taper 1,000 ft westward ofthis - - \ End to p is station. � -- - ---- --- 0 100 200 300 400 500 600 Distance From Project Baseline (ft) DRAWING TITLE: DESIGN FILL PROFILES STA 189+23 TO STA 418+86 ,�Fi4S7pv�' a SEAL Y `per 10733 700 800 AS SHOWN SHEET>F 04 1 0 OF: 22 20 SEPT 2006 JJH TWK/JWF 2205 1 NOTE: BEACH PROFILES ARE AS SURVEYED ON THE DATE INDICATED. CONSTRUCTION OF BERM SHALL BEGIN AT CREST OF BERM EXISTING AT Emerald. Isle Station 422+83 (CSE Line 34 - Ocean Dr. Access) TIME OF CONSTRUCTION. 25 20 15 Q Z 10 � 5 c 0 ;0 w -5 25 20 15 > 10 Z S 5 c 0 •> 0 0 W -5 -10 -15 -10 -15 Base Fill @ - 23.1 ry/k ___________� _________________Berm elevation: +7k NGVD _____�____________ Berm crest @: -85 it (BL) — May -06 — - Fill Slo e: - 1 on 15 - - - MHW ----MLW ----- - - - - - - - -------------, ----------------- - 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) Emerald Isle Station 461+34 (CSE Line 37 - 21st St. to 23rd St.) May-06 Base Fill @-23.1 cy/k - -- Benn elevation: +7 itNGVD — -Fill Berm crest @: -60 it (BL) ------- -- --------------------Slo : -1 on 15 --•' --------- ---MHW _ ----MLW ------------------------ ------ ------------------------------------- 100 200 300 400 500 600 700 800 900 Distance From Project Baseline (ft) Emerald Isle Station 494+44 (CSE Line 40 -15th St. to 17th St.) 25 20 p 15 (D 10 Z 5 c 0 76 0 tv W -5 -10 15 Base Fin @ - 23.1 cy/k — May-06 ___ .____ ------Bens elevation: +7fl - ---- ---; Berm crest @: -44it (BL) — -Fill -- -_--• Sio-1 on 15 -------'----------- -------------------•-------- ---MHW - ----MLW -- ��------- - --------- : 100 200 300 400 500 600 700 Distance From Project Baseline (ft) NO. REVISION BY DATE 800 900 ENGINEER: COLUMBIA=®-MOREHEAD CITY= COS` Coastal Science & Engineering PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX 252-222-0%7 25 20 15 10 Z � 5 c 0 Cu 0 tv W -5 -10 -15 25 20 15 > C7 10 Z 5 c 0 -� v _m W -5 -10 15 Emerald Isle Station 435+62 (CSE Line 35 - Regional Access) BaFill @-23.tcy/tt se _ -- —May-06 ____-_____ Berm elevation: +7 ft NGVD — -FIII Berm crest @: -33 ft (BL) - _____l._________ Slope: - Ion 15 --- MHW ---- MLW , : --------- --- ------------------' - - ------- - - -------- — - - - — - - : -- ----- ----- --------- -- --------- 0 100 200 300 400 500 600 Distance From Project Baseline (ft) Emerald Isle Station 472+44 (CSE Line 38 - 20th St.) 700 800 — May-06 ------- _------------------- _,------- _- Base Fill @ - 2JA cy/k _______ Benn elevation: .78NGVD —' ____ Berm crest @. -a n (By -------- -- ------------ Slo e: -1 on 15 - =FIIIW _ MH ---- ----MLW : - - --------- -------- : `a ' 100 200 300 400 500 600 Distance From Project Baseline (ft) 25 20 15 C9 10 Z 4 5 c 0 .; 0 tv W -5 -10 -15 Emerald Isle Station 505+39 (CSE Line 41 -14th St.) 700 800 Base '- Fill@-23.1 cylli _ —May-06 - --------- Benn elevation: +7n Ncvn — Berm crest @: -58 it I ltl Slo e7 - 1 on 15 - =FIII -- MHW -'--MLW -- - - - - -- - - --7 ------------- - - - - - - - --- ------------- - - \- ------'------- - - 100 200 300 400 500 600 700 800 900 OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE 25 20 p 15 CD 10 Z 5 c 0 0 to W -5 -10 15 25 20 0 15 C7 10 Z 5 c 0 0 at W -5 -10 15 Emerald Isle Station 450+22 (CSE Line 36 - 24th St.) ylkGVD _ — May-06 _ eleva@tion:3A + ft NGVD — -Fill Berm crest @: -58 ft (BL) : : Slo -----' -'--------- : - 1 on 15 -- MHW _ - --MLW - - - - ---- ------------- '--- - - ------------------ 0 100 200 300 400 500 600 Distance From Project Baseline (ft) Emerald Isle Station 483+48 (CSE Line 39 -18th St.) 700 800 May-06 __________ j------------ __________ Base Fill@-23A cy/ft ____________ - Berm elevat- + 7 ft NGVD — -Fill Benncrest@: -70ft (BL) - MHW ________ Slope :-1 on 15 _ - _______ - ----MLW ------------ r r ztg--------- -- ----- --- --- - - ----- : - - 100 200 300 400 500 600 700 Distance From Project Baseline (ft) 25 20 15 10 Z 5 c 0 0 a� W -5 -10 -15 Emerald Isle Station 516+58 (CSE Line 42 -12th St.) 800 900 — May-06 _______________________;__________ Base Fill@-23.1 cykt _�____________ Berm elevation: +7 ft NGVD _ — -Fill Berm crest@: -T7it (BL) ______________________________ - 1 on 15 _,__ . --- slope: -------- _ MHW _ ----MLW : --- ---------- - - - - - - - - - - - - ---------- - - - - - - - - - - - - - - - - - -- : : : 100 200 300 400 500 600 700 800 900 Distance From Project Baseline (ft) DRAWING TITLE: DESIGN FILL PROFILES STA 422+83 TO STA 516+58 SEAL 10733 SHEET # lb AS SHOWN 20 SEPT 2006 JJH 11 TWOWF 2205 1 OF: 22 NOTE: BEACH PROFILES ARE AS SURVEYED ON THE DATE INDICATED. CONSTRUCTION OF BERM SHALL BEGIN AT CREST OF BERM Emerald Isle Station 527+37 (CSE Line 43 - 10th St.) EXISTING AT TIME OF CONSTRUCTION. 25 20 15 C7 10 Z � 5 c 0 0 lu ILLI -5 -10 -15 25 20 15 > Z 10 5 c 0 16 0 N w -5 -10 -15 25 20 15 Z 10 5 c 0 Cu 0 (D W -5 -10 -15 — May-06 _______ Base Fill@-23.1 cylk �_ _____.____ Berm elevation: + 7 k NGVD — - Fill Berm crest �: -90 k (BL) ------------ ------ Slo e: -1on 15 - - - MHW - MLW - ----- � ---- --------- --- - ------------- - - - - - - - - ---- ------ 100 200 300 400 500 600 700 Distance From Project Baseline (ft) Emerald Isle Station 546+95 (-CSE Line 45) 800 900 _ _ Base FIII -11.5 cy/ft — May-06 Berm elevation• + 7 k NGVD — = FIII Berm crest @: -105 k (eL) - ---- ---- I - - ----- '-- ---- -- MHW - - MLW - L - - - - - - - - - - - - - - - - - - - - ----------- ------ ' ---- - CTaper section. taper 25011 westward of this section. _ _ J_ .. _, End taper 250 ft eastward of this section 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) Indian Beach Station 582+63 (-CSE Line 48) 900 , —Ma 06 Base Fill @-11.6 cy/k — -Fill I Berm elevation: + 7 it NGVD -------- ________________Barmcrest @:-40It(BL) ___________ ___MHW - Slope: -ion 15 - - MLW _., - ' ---- ,------- j------- --- -- Taper section. ----I- ---; --------- Begin taper 250 ft eastward of this '- section. - �----- ------ -------- 100 200 300 400 500 600 700 800 900 Distance From Project Baseline (ft) NO. REVISION BY DATE ENGINEER: COLUMBIAE 2MOREHEAD CITY- �C C Coastal Science & Engineering PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX 252-222-0967 25 20 0 15 10 Z � 5 c 0 0 Iv W -5 -10 -15 25 20 15 z 10 � 5 c 0 0 (D W -5 -10 15 25 20 15 z 10 � 5 c 0 0 W -5 -10 -15 Emerald Isle Station 538+39 (CSE Line 44 - 8th St.) - _' ----- _' -.. -- �...- _ �', May-06 _ Berm elevation: + 7 ry NGVD - — - Fill _-------- ,'____ __-,_-_ Slo e: -ton 15 _ - - -- MHW - - MLVV �- - -- - - -- - - - - -- ------ ------ - -- - - - ----- -------- --- ------------- --------------------_. __- 100 200 300 400 500 600 700 Distance From Project Baseline (ft) Emerald Isle Station 549+45 (CSE Line 45 - 6th St.) 800 900 -; ----' —May-O6 .. ---- --- MHW ---MLW --- Beginaap. No work sward fthi station. ----- - ----- --- ------ ----------- g' taper 500 it westward of this 100 200 300 400 500 600 700 Distance From Project Baseline (ft) Indian Beach Station 585+13 (--CSE Line 48a) 800 900 May- 06 - ----- ----------- Bass. FIII @ - 23.2 cylft — -Fill Berm elevation: + 7 k NGVD Berm crest@: --751t (BL)----------- -__ MHW Slope: - 1 on 15 - MLW lBegtaper. -- - Endpaper 500 it westward of this station - 100 200 300 400 500 600 700 Distance From Project Baseline (ft) OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE 800 900 25 20 15 z 10 5 c 0 16 0 at W -5 -10 -15 25 20 0 15 z 10 $ 5 c 0 m 0 _N W -5 -10 -15 25 20 15 z 10 = 5 c 0 0 W W -5 -10 -15 100 Emerald Isle Station 544+45 (—CSE Line 44a) L_______- Base Fill@-23.1cy/ft---------- —May-06 Berm elevation: + 7 k NGVD — -Fill Berm crest @: -43 it (BL) ------ _....___`.__-------' -- -MHW - --- -- - ---- -- - �. --- '- -- MLW --- --------y- - - - -- - - - - - - - -- --- - ----- �- - - - - - ----- --- -- --- -- - --- -- -- Begin per End taper 500 ft eastward of this station. �- --\- --- - -- ; - - ----- �. 1_., ,.��i•.•...... i......... 200 300 400 500 600 700 Distance From Project Baseline (ft) Indian Beach Station 580+13 (CSE Line 48 - Town Limit) 800 900 —May-06 - - - MHW ------ --- MLW -- Be In. n. Eeinnd taper taper 5001t eastward of tNo work at this station station. j. _ - ----------- 100 200 300 400 500 600 700 Distance From Project Baseline (ft) Indian Beach Station 595+84 (CSE Line 49) 800 900 - - — May- 06 Fill ---MHW ------- - . _-__- --- - -- 0 100 200 300 400 500 600 Distance From Project Baseline (ft) DRAWING TITLE: DESIGN FILL PROFILES STA 527+37 TO STA 595+84 700 800 SHEET S 04 AS SHOWN 20 SEPT 2006 12 JJH TWKIJWF 2205 OF: 22 NOTE: BEACH PROFILES AREAS SURVEYED ON THE DATE INDICATED. CONSTRUCTION OF BERM SHALL BEGIN AT CREST OF BERM EXISTING AT TIME OF Indian Beach Station 608+06 (CSE Line 50) Indian Beach Station 620+90 (CSE Line 51) Indian Beach Station 633+31 (CSE Line 52) CONSTRUCTION. 25 25 25 '_--- —May-06 20 ------ _._ _- _----5------------------ Base FIII@-23.2 cy/rL — -Fill .-. .15 ______ ,_____ -------------_ Berm elevation: +7ftVD ------ - MHW Q Berm crest @: -721t ) Slope: -ton 15 ----MLW Z 10 !-- --- - - 5 - - ---` --------------- `------- -- c a m 0 \ : - - LL 5 - - -- -10 - -15 100 200 300 400 500 600 700 Distance From Project Baseline (ft) Indian Beach Station 648+17 (CSE Line 53) I ---'---- --"-------Baae Fill @-23.2 cy/H —May-06 Berm sieve Ion: + 711 NGVD — -Fill Bann crest @: -72 R (BL) Slope: -1on15 ;.-.-.__.___.... --_MHW - ----MLW -------- - -- '- `---- '-- ------ ----- \ \ ------ - - - - - ---- ---- \: 200 300 400 500 600 Distance From Project Baseline (ft) Indian Beach Station 683+24 (CSE Line 56) — May- 06 Base FIII@-23.2 cy/k — -Fill Berm elevation: +7ftNGVD ---MHW : Berm crest @: -110 k (BL) Slo -ton 15 ----MLW k, ------------ 2UU 3UU 4UU 5UU 600 Distance From Project Baseline (ft) NO, REVISION BY DATE ECOLUMBLAE62MOREHEAD CITY= AMC Coastal Science & Engineering PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX 252-222-0967 — May- 06 :- Base FIII @ - 23.2 cylft — -Fill Berm elevation: + 7 it NGVD _- ----'---_ .. ..-'----___-_.Bermcrest@: -123ft (BL)-_.__..___--- --- MHW Slope: - 1 on 15 MLW ZUU 3UU 4UU 5UU 6QU Distance From Project Baseline (ft) Indian Beach Station 660+66 (CSE Line 54) j BaseFw@-23.z,ym ..--- —May-06 -..--- - . _ .......--Berm elevallon: 71t NGVD Berm crest @: -55 ft (BL) — - Fill Slope: - 1 on 15 : ..--- -1------.._'...____•---------- -------- ------ - --MHW -._.MLW : -- - - -- - - -- - - - --------------- 3UU 4UU 500 60U 700 Distance From Project Baseline (ft) Indian Beach Station 693+79 (CSE Line 57) @ -' _. _.._ ------------ _._________-Bass FIII 23.2 eylft ------ — May- 06 Berm elevation: + 7 ft NGVD — -Fill Berm crest @: -68 It ML) --- ----"-----____-_'._---------'� Sloe: -ion 15 .._..------- ---MHW - - MLW : TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC 200 300 400 500 600 Distance From Project Baseline (ft) FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE May-06 --------.---------- _ --------- _Fill ------ ------- ------ ------ ---- -------- - - - MHW - - MLW \ -- -- - - -� -- - ------ ------ 200 300 400 500 600 Distance From Project Baseline (ft) Indian Beach Station 672+30 (CSE Line 55) — May-06 Base FIII @ - 23,2 cy/k Berm elevation: + 7 ff NGVD ', — - Fill Berm crest - - _ MH W -- MLW : r r- 2UU JUU 4UU 5UU 600 Distance From Project Baseline (ft) Indian Beach Station 709+02 (-CSE Line 58) -- MAY 06 ----`------ — -Fill Base FIII @ - 23.2 cylk Berm elevation: + 7 ft NGVD ... ..- --- _____________: Berm crest @: -68ft (BL) ---MHW Slope, 0 1 ____----- - - MLW ------------ - � I \ \--- - - - - --T -- ---- r - - - - -- - - - -- Begin taper. I - per500fteasiwardofthis station. ----- ______- End to DESIGN FILL PROFILES STA 608+06 TO STA 702+02 ZUU 3UU 4UU bUU boo Distance From Project Baseline (ft) AS SHOWN JE. 20 SEPT 2006 :AWN BY; JJH 'PROVED BY: TWK/JWF OJECT ft. r NOTE: BEACH PROFILES ARE AS SURVEYED ON THE DATE INDICATED. CONSTRUCTION OF BERM SHALL BEGIN AT CREST OF BERM EXISTING AT TIME OF Indian Beach Station 711+52 (-CSE Line 58a) CONSTRUCTION. 25 20 15 10 Z 5 c 0 0 m W -5 -10 15 — MAY 06 ---- -- -- --- --- ---- - -- _- - ----- -Its., aseFIII�-11;8 cyltt -- -- — -Fill erm elevation: 7 R NGVD ----- --------- - ---------- Berm crest(: -40ft BL -:- ( ) - --- ---MHW [slope, -Ion 5 - - MLW ------- - - — — —._. N------------------ ------ -L----- .- ----------- -- ----------- Taper section. I i Begin taper 250 tt westward of this.--------------------- 0 100 200 300 400 500 600 Distance From Project Baseline (ft) Pine Knoll Shores Station 768+63 (-CSE Line 62a) 25 20 0 15 C7 10 Z 5 c 0 0 a� W -5 -10 -15 Indian Beach Station 711+02 (CSE Line 58a) - -- - ' - - - May- 06 --- MHW MLW End taper. No work at this station. --- Begin taper 500 ft westward of this station --.. - -. -- - .. ------------ 700 800 0 100 200 300 400 500 600 Distance From Project Baseline (ft) Pine Knoll Shores Station 771+13 (-CSE Line 63) 25 20 15 Z 10 5 c 0 0 N W -5 -10 -15 Pine Knoll Shores Station 766+13 (-CSE Line 62a) ---- Ma --'--- - -- --; — ------------ Y 06 --- MHW --- MLW End taper. No work at this station. --Begin taper 500 ft eastward of this station. ------- --- -------------- '----------- 700 800 0 100 200 300 400 500 600 Distance From Project Baseline (ft) Pine Knoll Shores Station 787+61 (CSE Line 64) 700 800 25 25 25 �` + y ---- -Base Fill -30.0--MBY-06 _ May 06 - - 20 Baae Fw 10.0 o In _ - Fill 20 oyrn 20 - - Ma O6 Y Berm elevation: 7 ft NGVD Berm elevation + 7 ft NGVD — - Fill Basa FIII@ - 20.0 c /H — -Fill Berm crest �: -65 ft (BL) - - - MHW Berm crest aQ: -80 ll (BL) M Berm elevation: + 7 ft NGVD Q^ 15 ..-..------ SI e'- s - -__ _ _ j 15 .-_... _..___ __._.... .__ loe: on 5 __. _---- ---MHW 15 --- --- - -._.. ___ Berm �reat� -40ft (BL)----------- ---MHW _ _ ----MLW ---'MLW sloe.-1on15 - Z 10 -- ;- -- -- ---' ------ --- -- ------ Z 10 - - - Z 10 - _... - - - 5-------- ----- ------ ---- ;---. ;- -- - 5 __ - - _ 5 - ^�._i ---- --- --- --- - o ----- ------ -------------------------- o �,� --- ----------------- ----- ------ c----------- �- - -- - - - -- - - - - - - ------ m 0 m 0 - - - - - - m 0 - --- - -- ------ , ---------1- - ---- -- - -- 5 - - -- - W 5 5 _. ii5 - - -------------- secl It Beg Ta 10 Begin lapero250 ft eastward of this 10 End llap per. 1 - - - - - - j - taper 500 ft westward of this station. 10 section. - 1571 -15 -15........ .......... .................... ......... 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 100 200 300 400 500 600 700 800 900 Distance From Project Baseline (ft) Distance From Project Baseline (ft) Distance From Project Baseline (ft) 25 20 15 Z 10 5 c 0 0 a� W 5 -10 15 Pine Knoll Shores Station 795+91 (-CSE Line 64b) May-06 - � ---- lope, rmelevation: +7ft NGVD — -Fill erm crest @: -50 ft (BL)--- -----. -Ion 15---------- -MHW ----MLW Begin taper. j - End taper 500 ft eastward of this station. --- -- ; ---- -- 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) NO. REVISION BY DATE ENGINEER: COLUMBIAEGEMOREHEAD CITY- QC C Coastal Science G Engineering PO BOX 1643 MOREHEAD CITY, NO 28557 PHONE 252-222-0976 FAX 252.222-0967 25 20 15 10 Z S 5 c 0 m 0 a� W -5 -10 -15 Pine Knoll Shores Station 798+41 (CSE Line 65) ---- - - _ - --- --- cylft - Base FIII @ - 10. May- 06 elevation+ Berm elevation: + 7 ft NGVD — -Fill @ -15 ft (BL) -- ----- ----- - -�- ----- - - '- Slo - - - MHW - - MLW \------ - ----- ------ -- - - - - - - - - - - -- P - Begin Pection. --- g' per 250 ft westward of this section -'-- - - _' End taper 250 ft eastward of this section 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE 25 20 15 Z 10 5 c 0 Cu 0 m W -5 -10 -15 Pine Knoll Shores Station 800+91 (CSE Line 65) W 6 MH ----MLW ---�work at —this Begin taper 500 ft westward of Ith s s — tation. -- ----- --- '-------- 71 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) DRAWING TITLE: DESIGN FILL PROFILES STA 711+52 TO STA 800+91 NOTE: BEACH PROFILES ARE AS SURVEYED ON THE DATE INDICATED. CONSTRUCTION OF BERM SHALL BEGIN AT CREST OF BERM EXISTING AT Pine Knoll Shores Station 813+33 (CSE Line 66) TIME OF CONSTRUCTION. 25 —May-06 20 - -- - - - MHW 15 - ------ - ----- ---- 0 -'--MLW > C� 10 --- ;-- -----, 5 -- - ---- ------ o------ .- -------------------- -------- rz > -'- ---- -- --------- -'-'-' w5 ------ ' - --- --- --- -` - -- --.. .. End taper. No work at this station _10 - Begin taper 1,000 if eastward of this station. -- -- --- - - -- 15 0 100 200 300 400 500 600 700 Distance From Project Baseline (ft) Pine Knoll Shores Station 825+53 (CSE Line 67) 25 — May- 06 20 --- i- - -----' .. ---`-- '- ' - `------ -- ' --- - --- Base FIII-19.2 cyttt Fill 15 Berm elevation: + 7 ft NGVD _--_. _._.._-Berm crest (�:-40It(BL)-,_____ _ ___ _______ -------- ___MHW Slope, -lonl� > MLW Z10 ------ ---- - ;---.--- - 5 \ --- m0 \------------------- ------------ , ---� -15 100 200 300 400 500 600 700 Distance From Project Baseline (ft) Pine Knoll Shores Station 863+28 (CSE Line 70) `----- — May- 06 ---' ------- -------- ' ---- - -'----------- — -Fill Base FIII - 79.2 cylft ___ _________ _________ Berthelevelion:+7f1NGVD ;____________ ___MHW Berm crest (�: -40 ft (BL) MLW 1 \ _._._. --------- ._._._. ------ Pine Knoll Shores Station 818+33 (-CSE Line 66a) —May- 06 ------ -------�- Y-------- Base FIII 9.6 c Ift — -Fill �', Berm elevation: +7It NGVD ,.. _____ .-___ - Berm crest@'. -40 it (BL) - ;- --.-- - -- MHW Slo e: - i o 15 - - MLW - ---' Taper section. Beglntaper 500iteastward ofthis -- ---------- _ - "- --"- -- _-- ZUU SVU 4uu ovu ovv Distance From Project Baseline (ft) Pine Knoll Shores Station 840+56 (CSE Line 68) 25 — May- 06 20 Base Flll 18.2 /f -Fill 15 -------- '"------ .. Berm elevation: +71t NGVD 'r __..---Bann crest @: -401t (BL) -. ;---- --_ MHW �^ Slo e: -Ion 15 - - MLW Z 10 _ - \ -- 0 , - - -15 0 100 200 300 400 500 600 700 Distance From Project Baseline (ft) Pine Knoll Shores Station 882+24 (CSE Line 71) — May- 06 _ ,_ __ ____ Base FIII@-19.2 ______ _____ __________._ ---.- - --- cy/ft — -Fill _ Berm elevation:+eft NGVD _ _' ---MHW Berm crest @: -35 ft (BL) Sloe:-1on15 ---MLW \ -- 4------ ------ - ----- - -- --- -- - Pine Knoll Shores Station 823+33 (-CSE Line 66b) —May- 06 -- -` ------ --- --- '- --------- Base F111 Oq-19.2 cy/fl Berm elevation: + 7 ft NGVD — -Fill Berm crest Q: -4oft (BL) ___---_-_ ----''-SI --- MHW e: -1 on 15 - - MLW \' - 9 taper _...._- -- .- -1 _ p anon. End tat a e1,000 ft westward of this sl 3VV 14UU Dvv vvv r w Distance From Project Baseline (ft) Pine Knoll Shores Station 850+84 (CSE Line 69) -- May- 06 ------- .i,--------- _'�________.__.. - Base FlIt .2 cyttt __________ Berm elevation: +7 N NGVD -- - Fill Berm crest @: -25 ft (BL) ____ _ _ _ MHW . ope-to -'--MLW \ -- - - -- � - \ -----'-------'------- ....... -'--- ZUU 3uU 4w oW — Distance From Project Baseline (ft) Pine Knoll Shores Station 896+24 (CSE Line 72) May- 06 ----------- -Fill Berm elevation: + 7 ft NGVD Bermoreet@: -25ft (BL) ----- -- MHW Slo e: - 1 on 15 --- •MLW \ _ - - - _-.. ----------- ------ 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 0 100 ZUU duU 4VV Duv DVv Distance From Project Baseline (ft) Distance From Project Baseline (ft) Distance From Project Baseline (ft) NOT CH AREU V YED THE DATE INDICATED, CONSTRUCTION OF BERM SHALL BEGIN AT CREST OF BERM EXISTING AT TIME OF CONSTRUCTION. 25 20 W -5 -10 -15 Pine Knoll Shores 909+61 (-CSE Line 73) lcase nn - m.� cyrR -� May- 06 Berm elevation. +7ff NGVD {-___ Berm crest @: -25 ft (BL) ^ —Fill Slopp,- 1 on, --- --------- ----- ----_-------- - - - MHW ----MLW -- ------ -------------------------- :` - - - - - --- ----- ----- -- - - Begin taper. End taper 500 ft eastward of this station. -- ---- ----------------------------- 0 100 200 300 400 500 600 700 800 Distance From Project Baseline (ft) Reach 1 (CSE May 2006 Survey) 15 10 — - — — -- GCSE Line 11 5 ------ --- ----------; - -CSE Line 12 0 , 5 -------- ------ ------ c / 0 10 -------- •- m - ' , W , -20 25-------- ----- 30 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) Reach 2 (CSE May 2006 Survey) 15 t 10 1- --- - ------------ —CSE Line34 — -CSE Line 35 � 0 , .° -10 �" ... .%. -------- > L zo - -- ----------- �\ -25 ----- --- -30 �i... ` 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) NO. REVISION BY DATE ENGINEER: COLUMBIAE93 OREHEAD CITY= GSE Coostol Science & Engineering PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX 252.222-0967 - 25 20 p 15 Z 10 5 c 0 0 0 W -5 -10 15 0 15 10 5 0 -5 -10 d -15 W -20 -25 -30 0 15 10 5 0 2 4= -5 c g -10 CU ai -15 W -20 -25 -30 0 Pine Knoll Shores 912+11 (-CSE Line 73) Bsse cy/ft --May-06 elel8.e Berm valfon 7ft NGVD �"--- ."----- - Berm crest @: -5 R (BL) —Fill Slo e: - 1 on 15 - ------ - ---MHW .. ----MLW - ------- -- ------- ----------- \ ----------------- ---- - - -- -- - - - - - - - - - - - - --- --- ,- - --- - - - - - ' ------ -- section0 Tepersection.250 A westw�th�is - A eastwaction - 100 200 300 400 500 600 Distance From Project Baseline (ft) OFFSHORE BATHYMETRY PROFILES Reach 1 (CSE May 2006 Survey) 700 800 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) Reach 2 (CSE May 2006 Survey) 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE 25 20 15 Z 10 � 5 c 0 0 (D W -5 -10 -15 0 100 200 300 400 500 600 Distance From Project Baseline (ft) 15 10 5 0 -5 c o -10 -15 W -20 -25 -30 0 Reach 1 (CSE May 2006 Survey) Pine Knoll Shores 914+61 (-CSE Line 73a) --- - —May-06 --- MHW ---MLW - ntBeginaper. No work at this station. aper 500 ft westward of this station. -(- ------ "^ - 700 800 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) Reach 2 (CSE May 2006 Survey) 15 10 - -' —CSE Line 42 5 - _.. -- I- - - - - - - -- ,� - -CSE Line 44 _J 0 5 - . o -10 / - - - - .. ------ a�i -15 - --- W 20 25 ------ -30 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) DRAWING TITLE: DESIGN FILL PROFILES STA 909+61 TO STA 914+61, & OFFSHORE BATHYMETRY REACH 1 & 2 SHEET #04 ASSHOWN 05 SEPT 2006 16 JJH TWK/JWF 2205 OF:22 15 10 5 0 iv -5 -10 -15 -20 -25 -30 15 10 5 0 -5 -10 ro 15 w -21J -25 -30 115 10 0 .2 -10 ro _T 15 w -20 -25 -30 Reach 2 (CSE May 2006 Survey) Reach 2 (CSE May 2006 Survey) Reach 2 (CSE May 2006 Survey) -CSE Line 34 ----------- --- ...... - .............. I --------------- I --------------- ----------- ------------- ............... --------------- 1 ---------- CSE Line 35 ---------- --------------- --------------- ----------- i --------------- -------------- ----------- - -- ---- ................ ------------------------------------- -------- . .. . ......... ti ----------------................... . - .. ------------- ---------- ----------- - - --- ----------------------------------- .. ...... ........... 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) Reach 3 (CSE May 2006 Survey) --------- ... —CSE Line 49 ............. .. ------ ...... ....... .......... ....... CSE Line 50 --------------------------------- -------------- a - -------------- ------------- .......... ------------------------ -------- - -------------- ---------------- - ----- -------------- ------- ---- -- ........... --------------- --------------- --------------- ------------ --------------- ..................... ............ --------------- ; ............ 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) Reach 4 (CSE May 2006 Survey) a -CSE Line 63 ---- ------- ----------------------- ------ ........... --------------- iA ------------- ---------- -----64 - ! CSE Line V -------------- --------------- --------------- ------------ ............ ------- - ---- ------ ----------- . . . .......... ..... ------ 4�-- ... .............. -------------- --------------- ------- ------ ------- — .... ---- — - ------------ — --------------i --------------- I ------------------ ----------- . ............... ------------------------------------- ----------- ............... ................... .............. .. ....................... ............................. .. .............. 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) NO. REVISION BY DATE ENGINEER, .AD CITY— GC E Coastal Science & Engineering PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX 252-222-0967 15 10 5 0 J :E -5 -10 -15 1-0 -20 -25 -30 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) 15 10 5 0 -5 TO -10 co a) -15 -20 -25 -30 Reach 3 (CSE May 2006 Survey) CSE Line 52 ----------- - .. ........ - --- ------ - ---- I ------------- ---------- -------------- * ------ ------- - - ----- ....... --------- -CSE Line 54 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) Reach 5 (CSE May 2006 Survey) 15 10 ------- i: ---------------- -CSE Line 67 --------------- ....... 5 - ------- ----------------------------------- ---- ---- ... --------------- ---- --- CSE Line 69 J 0 - --------------- ..... ------ ........ ---------------- --------- ------ ------- ------- ............................ 0 -10 - --------------- ------------- ----- ---- ----- ----- CU ---------- .I- -------------- ---------------------- -15 - --------------- --------------- ---------- ---- -- ----- ... ------------- - ------- ---------- -20 - --------------- I --------------- ------- ---------- - ----------- ----------- ------------ -25 - -- ------------ ----------- ---- ----------- - - -- ------- - ------------------------------------------ -30 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT - FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE 15 10 5 0 -5 -10 .T -15 w -20 -25 -30 15 10 5 0 -5 ,9 -10 _T -15 w -20 -25 -30 15 10 5 0 -5 C .9 -10 ro a) -15 FU .20 -25 -30 DRAWING TITLE: CSE Line 42 -- ............ -------------- ------------ --------------- ---------- ---------- ------ ........ CSE L in944 ........... ...... ------ ------------ — ------ ---------------- --------------- --------- ................ ------------ ------------ ----------- ...... — ......... --------- ..... ..... ------- ------- ....... ---------- ---------------- ------------- ------------ - ------------ .............. -------------- - - - - - - - - - - - - - - - - ------------------------------- ----------- ----------- -- ................. ............... 0 300 600 900 1200 11500 1800 21100 2400 Distance From Project Baseline (ft) Reach 3 (CSE May 2006 Survey) ---------------- 11- - ----------------------- ------- -CSE Line 57 ............. --------------- ...... I - -CSE Line 58 ----------- ---------------------- — ... ..................... .............. ------ ------ — ----------------- ----------- -------- — — ---------- --------------- --------------- ------------ ................ ------------ ........... -------------- - -------- .......... ............ -------------------- ---------- ........... . ............ 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) Reach 5 (CSE May 2006 Survey) I ------------ -- ---------------- --- ----------- -CSELine 7l ----------- ............ ------- - ----------------- CSE Line 72 — — — - — - — — — - - — - - - - - — - — - — — — - - - - - - - - — — - - - - - - - - - - - - - - -- — - - — - - - - - - — — - - - — - - - - - - - - - - - - — - - - - - - - - — — — — - - — — - - - — - - 41 ---- ------------------- ....... ----------- .... ------------- ........... --------------- ---------- ------------- ---------- --- --------- ------------ ---------- ---- ------- ---------------------- --------------------- ------------ ----- 0 300 600 900 1200 1500 1800 2100 2400 Distance From Project Baseline (ft) OFFSHORE BATHYMETRY REACHES 2.5 SEAL 10733 'SCALE: — SHEET # 04 AS SHOWN DATE: 20 SEPT 2006 DRAWN BY: JJH K7 APPROVED BY: TWK(Iff PROJECT 2205 , OF:22 A Bi - 4,500FT NOTE: A------------------------------------------------------ C A, 50 - 46,6 46,0 - s,4 -4a.'1 43_0 n41,7 -3Rs -sv.3 -3 ,0 -33.9 -3a.1 -34.a -s4.1 135.0 -35.7 : s.G -35.9 -3G,z -3 . BATHYMETRYBASED ONMEASUREMENTS OBTAINED 09MAY 2008 •50.1 'c49 8--49,0 -48,7 -4R.3 -486-48.4 -48.2 -47,9.-47,3 -46.6 -46.8 -47.1 •47.3 -47�.6 -47,8 -48,6 -48.9 -48.5 -49.7 -4R.5 -48,5 -48.2 -47,5 47,9 '� RING 1 -48.8 =48.ri -48.1 -46.9 -47,1 46';4..,.-4 �.--47.6 -47.2 -48.2 -49.2 -48.2 -49.4 -49,0 -48.G -49,0 -M1R:3 -47,9 47,9 46 8 -47 7 =45.9 -42.2 -18.6-36,2:. -34,3 -33.R -35,3 ,35-,1 -77.5 -38.1 -39.2 -39 8 411, 4.,,. 39,4, -39.1 -38.2 -3G,7 ;� _a9 s 49.9,' -ae 9 -0R.7 -a7 6 -aR b. -09.1 _ T DATUMSFEETBELOWNGVDG ENGINEERING. ________ ______________________ _________ _ ------ -------------------- _____ _ _ ______-____--________ _ ________ _ _ _-_ _______-__---_____--_ ------- �__ __-___J 1 -49.4 44..5 -48.2 -45.8 -46.7 -48.0 -49.0 -49.9-49,5,� 48:4' 48:.4 -47.7 .48.2 -47.0 -46.9 .47.2 -47.7 -48.0 -48.4 4R.7 -Q9,7 d9.2 -50-I -49,0 A9.0 -48-4 -47.6 -47.1 -07,0�-.-43 7 40,2 -37.1µ -Y5,4 -35�,T 7G,ST -37,2 -78, 7. -39.f -40.9-40,9 -41,5 -41.0 +_39,5 -3R.2 -37,7 -3G.7 -0G.6 N 1 b ` 1 ° 44 3 45,.0 46.5 48,2`,-49,9 49.1 49.5 49,0�-48,5 47.4 45.7 44.9 44.6 45.2, 46.7 47.4 48.5 49.3 -49.4 -49.6 .48.9 "49,1 -49,2 -47.9 -48,0 -46,8 44,8 -40.6 40,5 '3 ,6.-36 0 -37 1 -37 5 -37 8 -39 7 -41 2 . I ,-49 7i�-48.5-46,�- - - 7 :4;7.� -42.3 41 6 40,7R -39.3 -38.7 41;4 -38,6 38.9 ' A5 Yl6 1 �49.1 -44.8 -41.5 -409 4,1,4 =44 1 I,4s 0 -411.9 -49.8 -49.0 -49.0 •49'-17 47.0 -45:i8 -44.2 -43.4-43.81-145,1 -4t2 M17;1 48.4 -48.8 ..49..0 -49,5 -49.2 -49.3 -48.1 -47,7 -47,2 45',,4 -41.9 40 4 ,-38.7 -38.0 -37.7 -38.3 -38.6 -39, k' -01,6 -43.1 -43,4 -42.3 -41.G -40.R '.40.2 -39.9 -40,4 146.9 -40.5 -41.2 -4 . Q 400 0 200 400 B 1 B, 1 -46 8 •42,1 39.0 -39 0 40 6 -44,R 47,7 49 4 -50.2 -49,6 -49 0 a18,R 4R,0 45,8 -44,0 -44,1 -44,4 .46.1 46.6" -47,4 -4R.2 -48.5 ,4R 4 -A9,6 -49.3 -49,1 -4R.1 -48.2 -47,8 -46,6 -44.5 -A2.0 -40 C' 39,4 -J9,0 -38.4 39 4 40.7 -43,0 .44.9 .41.9 -43.1 -42.1 -41.2 -41.9 -41.6 -42.4 -42.1 -42,5 -43.2 -43.6 -44,4 a `-_-�---u w 1 J I .i b _.•.9 i 4 . _ o 0 4 - - - .,._� ..:..dd0 _ 'T' GRAPHIC SCALE T 46,0 4i,2 3..I 39,5 .41,1 44.2. 48,2 9.5. 5 -49,5 50,4 49- -- 46,7 --17 44 7 45 5 4G.1 4G,7 47,8 48,0 -4R,4 49.4 _49,7 48,9 4R_8 •48 2, 7 R 47.3 4/ 0 45l -rl1R -43 0 -4 9 -40 7 dU 7 4 .4 4 •4 RAP C LE(INFEE ) .______._____________.>_--_____-._________________ _i_________ c _______--.______-__ __ _ _ ({ -45.8 -42,6 -40 4. -40,I -41.7 -44.6 -47.4. -49,4 i50.1 50.01�"50.1 •50,3 =44,.3 -47.9 -47.1 -06,2 -46.5 -47.1 -48.1 -48.3 -48.7. -49.4 -49,7 -49,6 49:5 -48.9 -49.2 -48,6 -4R,5 -47.8 -47.3 -46,I-46;0, -41.9 -43.7 -41.6 -43`3 -44f6 L43"9--_4S 4 -45 4 =44 5 -44 6 -4 I: 3.9 -44.0 -44.1 -44.1 -44,3 -44,2 -45.0 '.44,9 -45,5 -45,6 45,715 44.6 1 -40,_...... I; •47.2 'ep.ti .41,5 40.6 :41.5 43,4 '46,2 -48.7 -5h.1 -50.3 -50.3 -50.4 .49.9 •49.1 -48.4 -47.9 -47.9 -48 1 -48.6 -48 8 -49.1 -49 6 -41,7 49 8; -49 5 -49.0 .49 3 49.2 -49.1 -48.9 ...,... -4R.7 -4fi,I -44,5 44,4 -44.2 -44,4 44,3 44j -45,3 -46,0 -4 .1 -05,8-47.2 46,3 -46.1 45,4,......-.8 IS 1 s, -48.4 44y9 -42.0 -40.9 -40.5 -41 6 -44,2 -48,3 •50'I -50.4 •50.1 -50.0 -49.8 -44.4 -49.4 -49.2 -48.9 49.0 -49.5 -49.6 49,7 -56,1 -50.2 -50.2 49.7 -49,5 -49.7 -49.7 -49.5 -49,4 A9.2 A9,0 48.6 -48,1 -47.9 .47.9 -47,8 -47.8 -47.7 -47.3 -46,6 -46.0 .4.5.8 -45.8 45 4 44 9;'-44.4 -44,2 .44.0 -41.5 -43.4 -44.1 -4416 -4.5.7 -46.2 -46.4 -46.5 -46.1 C 1 -41.5 40.8 -41.8 44.2 47.8 49.h. 50.0 419,2 -'bR,7 48.7 49,3 49.8 49 9 49, pp 50.3 -50.2 -50.4 9.0 -49.1 -48.9 -48.7 -47.6 -4'1,8 -47.2 -46.6 -46.3 -45,9 -45.4 44,5 -43.4 •42.9 -42.7 -42.4 -42.7 -43.2 .44.2 `:,-45.2 -45.9 -46.3 -46 4 46,i1 -46.'7 -47.6 C 1 -d8.4-4fi.3`. 47.1 2......4).9'-':505J D 1 $9,4 •47.5 -4,0 -43.0 .42.8 -43.5 .45.6.-47,6. -49,3 -48,8 -47,2 •46,2 -46,9 48,2 49 5 -50.1 -Sl),5 -SU,7 -50,8 51 2 50 9 50 6 50 4 49 8 49 2 -4R R -48 7 4 9 48 3 5 7 4 "4 4 -4 3 -4 ) ._.,C SQ, A 4 .,...,..7` ______________________________-________-__._'____`__-__________.-__'_-__-e._____.,__4 ".--.�.._=9EJ•a---_$Y.L_ 1, ..-43...t3_249 9.._48-.LS.44Z5_=46. JLS..RL(1.� _•45,3._A3_fl42,2__ dl r_-AJ�G_�4.L7_�A2,2_.,U-S_>w10..,3_�d5.2-.45,8_..46.,3-.�46,3--.45,0--47 I -49.2 =48,5 -47,3 -46.7 -46,0 -47,0 •47.7 -48.2 -49.1 -48.3 45.9 -44.1 44,9',47.3 -49,2 ',-50. 2 -50.R -50.7 -51.0 -50.8 -51.0 -50,0 -50,A -49.2 -48,t -47.0 -47.2 -47.1 -45.0' 40 6 ,41, 0. 40.8 46.,1 -48.6 14 -49.0 -49.5 -48.4 -49A -47.8 -48.1 -47,1 -46.6 45,2 -44.5 .42.0-41.0-40,2 -40.6 -41.6 -43.0 -43.9 -44-7 -45.8 -45.8-46.0(-45,8 -46:8 -47.4 -48,8 8------------------.-----------------_:_.------ -----`------------ -----'--------- -l�il ) 3R.4 38.3 7 -49 3 49 2 49 v yo tz L K \`-4 , 1, 400 -46.7 .48, , -49. 49.7 - ,2 -48.3 48,0 .47.7 -46 7 -44,7 -43.3 -41.4 40 9 .;40 7 ' 41,3 .42.5 .44.3 -45,0 -45.7 -46.2 .46.5 -44.2 46.6 -47,0 -48.4 -48.9 g - - KEY NOTES: � ., -38,7 39 0 44A -47.8 -18.9 .49,2 -44.6 -49:2 -49.8 -49.0 -48,1 -47.4 -47.3 46 3 44.9 •43.0 -41.5 -41.1 -41.8 -43.0 -44.0 -45.5 -45.7 -46.8 -47.1 46,2 :-46,8 -46.5 -47.5 -48.7 1. CONSULT NOAA NOS CHART 11543 (LATEST EDITION) FOR NAVIGATION �` INFORMATION INTO BEAUFORT INLET. 0 D' - - - - - PERMITTED BORROW AREA - INCLUDES A 8 B -42.9 •47.2 -, 1. .. .- - i F- - " - . - - - - - . PRIORITY BORROW AREA A 2. ALL REASONABLE MEANS MUST BE TAKEN TO MINIMIZE EXCESS T TURBIDITY FROM DREDGING AND FILL OPERATIONS. I -49 0 -49 5 4J 6 d) 5 -49,5 49 34) 3 -48.1 478 _47,1-46,2__45 8__2? �__99.Z_c44 2__4i S__94 _$_rLi I_.4flSt_J2.1_c4J_3__4ZR._32_0__47_3_:A$sl_99,.2_:S! ➢� j SECONDARY BORROW AREA SNOT TO BE USED 3. CONTRACTOR TO CONSTRUCT FULL SECTIONS AND TAPERS AS �\ q9,R 49 7 49, 7,' 49,4 -49.5 -48,7 -4R.2 -47.7 -4G,G -46,4 -46,1--45,4�dA 56 UNLESS DIRECTED BY PROJECT ENGINEER. SHOWN IN PLANS. 5,3 =45.3 45,2 -46.2 -47,0 -47,4 -47,9 -47.7 -A8-4A.0 -4R,7 -49.3 -,2 -.50.4I 4. SECONDARY BORROW AREA B NOT TO BE USED UNLESS DIRECTED BY \ 49.6 -49.4 -49.2 -48.9 -48.5 -47.5 -47,3 -46.8 -47.1 -46.8 -46.4 -46.1 -46.8 -46.8 -47.8 48.2 -48.6 A8.1 -48.6 -48.6 -48,9 -49.5 -50,I: -50.1 PROJECT ENGINEER. \ I ~19-----------------------------------------------------------=----� J II 12,215 FT KOLIT TO NEW RIVER 7 _ .,_. •' ",,, _ _. . _,iI __. - _ .... ( �- ,K t..c PEAUF 117' NOAACHART 11543tz:,: D nM.m, ( R4°° ""o 21st Ed. Aug.15198 IT N V leuuu On^ F 6611 tl (DEPTHS IN FEET BELOW MLLW) 4 E S Z/ l s ._-p-t •,^., a. �M•� DO C. /JLFlsnaty -}Yeq b .° °.,. n, )' )lov4nl $ nod: Fl s 1 \ om Cmr (�Me.ar Q� p a2•-_ �.-fa. _._„��--._-_E�___.__. z7 �'`� O.B (� J... ..... YI P6 s v� Beenl ..bn.� •. Ndx 2 ,3....... d/_ 27 - \ 38 a _-. 46 `.\ a\ `'�-Y2..1\ �•., �.-JI°q(a al( �)'i` ( Aer yf� Mvan 72 '28 2 JS °1 n2 / 17 38 1 0 a.5 AFl45 6f Bf9, 24� \- \ \. d] \ 41 3 .• �2y Y1%6IL�' ., ..,.... 7 r---- °Tbk`\ erat�� / -'4.r, 10 36 1 ° \` a, so 49 1 9 ] 23 38\ '\. 6 48 0 0In 44 ., 1 hHe- �4 �I 6\\ \ � a(ilh m dsPN+19 tt) 61 T \ °/ tlB tl sm d\y,,� 3 Gi ^ � S\ \ 4B \\\ttt wn eoe.ros®lied I 31 42 so 7/ 'S0 46 ' -C ' \dy\ BEAy-ol ml ET 61 5S asCo� nuB� '\ 3D 34 \ 0' 4 �` TheP I I tlep hsJ 42 Ina I•+• • (M,3(h Bln 15111° \� .w. ., l OisPosB B _ II(2 \. ��FFFI��++2.!M R ^8°3 pTl yn' q plh uae�phan i' .... 6o \ •-(,)/7- Ye„ 35 'k 4f 49 fi0 49 ItC:AI. tLE „•,,IN 's0e rrod %I ...--._.._ �rn� 044 I 45 ,\ 61 S •41 61 \� 60 / 48\ ( �. l /1 _ 1 AJr 1A �. R 8' �1 % \ 3 / PROJECT BORROW t \ F 43 i 51 so AREA LOCATION °p 48 t7'\� \ m / 51 cpep /N 60 3 BR `46 49 / 6r� °\ 60 YJ 51 psNlfF4 /onY svrve�sdl199 0.3. 4� 3F 0 10 .5;1l ncrFlo 1 1 u p0 l l 51 \' 464 fit 55 52 '�\� 62 60 6 \. \` 64 `\ 39 sue\ �` 0't"\ �\ i ilittilr \ 53 s $ 53 57 67 \\ A se 6s ^ 64 sa \ \ , \ MPr'r'E1i \Oraphic Qale (fe�t)i 57 \ sso 54 000 0 y6 6000,' 58 w,;3 so 52 ', flW°BM ;s4A ao ' 2,696,574.345 F 328,746195 2,691,274.291 BORROW AREA COORDINATE CHART System: US Sfare Pane 1983 Zone: NC 3200 Datum: NAD 1983 (/eef) POINT � NORTHING ( FASTING A i 331,736.981 ; 2,684,370.713 PRIORITYAREAA(INBOLD) B � 331,722 028 I 2,688,862,291 C 331,707 047 2,693,362,291 D 328 646195 2,696,574.345 E 328,748195 N0. REVISION BY DATE ENGINEER: COLUMBIAE®=MOREHEAD CITY=jCC Coastal Science & Engineering PO BOX 7643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX 252-22241967 OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, &EMERALD ISLE CARTERET COUNTY, NC PROJECT: FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE -311 AFea Cross -Section A -A' Note. Typical excavation +-May-OB depth via hopper dredge will be 3 U (Incomplete cuts) , , , 1 , -400 1600 3600 5600 7600 9600 1160( Distance West To East (ft) Borrow Area Cross -Section B-B' 30 -40 Z -400 1600 3600 5600 7600 9600 11800 Distance West To East (ft) DRAWING TITLE: BATHYMETRY•ODMDS BORROW AREA A & B (DEPTHS ARE IN FT BELOW NGVD'29) Borrow Area Cross -Section C-C' -30 > -40 Z C 0 -50 w -60 -000 1600 3800 5600 7600 9600 11800 Distance West To East (ft) Borrow Area Cross -Section D-D' -30 -40 z o m ' � -50 - w ' D I D' ' -000 1600 3600 5800 7600 9600 11600 Distance West To East (ft) SCALE: SHEET # ie AS SHOWN DATE: 20 SEPT 2006 /1 DRAWN BY: JJH � {]/( APPROVED BY: TWK/JWF PROJECT IC 2205 oF:zz Bogus Banks NC ODMDS Borrow Area Sediment Charactedstice - Summary March to June 2006 Conditions Borrow Area ID WalerDpth Confirmation GralnSi2e j Weighted % % % Over611i Sediment ODMDS Sample _ ,Limits Ft6abwSurface FFNGVD Depth FtNGW Miee(mm) Meae(mm) -Grave(- _--_.,,.__ 'M1id §hell _._..._...__ ReHo- Deiciiption" >2mm ...__se.e_. (Rai CORES IN PRIORITY BORROW AREA A Con BFO BFB St _ 0-0 489 544 0282 0256 33 � 1 120 137- MS msso-s BFB 2 S455 0226 77 -23 20.1 FSpssc-s Coro BFO BF9 Si 013 483 553 0228 ._ . 0246 03 1 BO 20B FS mWs,c-s -. -` _ ms sc-s .. 0227 13.81 -, - 111 <1 178_ MS ps sc-s BF10S3 6080 � O2l0 13 1 97 + � FS,mWs,sc-s Cora BFd1 - - BF71 S1 0.10 -_-1049 406 _ _ 503 0728 '_. 21 1 11.1, 1A7 MS,ms,c-s - .-, BF71S2 0344 _ _0340 - 52 -_ 1 17.2 MS,ps'-s _._.. _.. BFit S3--- _- 8F11 S4 6292 _0.30 0974 _ 38 1 152 CSps,sc-s -_ Coro BF 12 13012M � -462 _._..__. 0282 ...._.. 0279 - -- 122 MS w-s BF1282 30655 D.271 40 ...... 1 MS,mssc-s Ciie BFd4 _.. ._.. .- BF24 S1030- ... 473 543 _-' 024T 0270 27 ..<i 12.0- 1.30� �FS,ms,ac-s SF24S2 .. _..., 30695.__. 0906 ._. 55 ._ _ 1 140_ _..MS.Psscs Con B'FdS BF25 S1 _030_ ,- 344 -41.2 _._ 0393 0358. __ 58 _ "<7 _ iSO 1.06_ MS,ps,c-s 9F26S2 30-68 0301 61 1 18.4 _ MS,pssca 02e9, -- 48 18.4 _. .. MS,ps.sc-s 0.244 4.4 ...<1 <7 11.7.. .._. __. F§rn,n-s Con BF27 BF27S1 020 388 -,, 45.3 0208:-,.- 02T4 ._. 39 -1 12.0_ iM _MS,mesos BF27 S2_--20.67 - O2B3 17- 1 10,6FS,nrWsscs Coro BF-28 BF2881 013 430 518 _ „ 0220 ._ _ 0278 OS _. <1 70 1.79 FS,mxs,as BF28 S2 _ 1 174 MS.Pssc-s .... .... _ _..__0160 30 <1 117 S ms sus BF28-S4 5.8-8.8 _ � 0.28 2 11.9 MS, ,sr<s Con BF•29 . B1`29St ...BF2982 020 -448 _ 528 .. .. 0351 ._. .0.239 0286 46 �<'t - 18.4 159 MS,pssc-s 2050.. 14. .<i 8.5_... ._ ,._F$rmvsso-s BF29 S3 50.80 - 0.251 - _. 1.7- <t 8.8 FS,mwsscs .. Cen BF.30 _3 BF OSf _.. _.._ 0.20 -_,-418 ._. ..:. 487 - 0252 0282 18 d _ .111 1.50 - FS,ms-s . BF30 S2 2028 OA17 249 d 36.8 CS,vps,sc-s .. BF30 S3 ..6 0273 __ 13 < 1 _... 118 MS ores,sos BF30 SO -.._._0_ 71 0989 _ 128 <1 236 MS,pssc-s Coro BF 32 _._ .. BF32 S1 - _ 0 2.8 - 28.50 460 53 S � _ O2lB ..- uw 11 .. <1 -_.<t 9.4 � - 1.36 . _ FS,ms,c-s .. BF32 S2 I 0284 1.9 11.5_. MS,mxs,cs SF32S3 507.5. 0.228 32 3.1 11.9 J{f_ FS,ms,se-s Core BF-M BF44 S1 033 391 488 0728 0531 214 <1 30.0 1.02 CS,ps,cs BF44 S2 -BF44 3359 0336 _- 251 _<i 28.3 .. _.. CS,Pssc-s _ S3 5.977 .047 � - _ - 031! 28"21 13.3 MS,mssas _, - Con BF 15 BF45 St 427 .,_ - 616 0273 -,�. 0238 22. <1. 7.6 1.94 FS,mws,sc-s BF45 S2. 4.788 _ Y, y 0324 - ,,.. _ - 50 0 -, 17.3 MS.mssc-s Con BF 47 BF4751 0-13 -433 530 0298 _ 0397 32 <i 141 1.00 MS,ps,scs r BF47 S2 � 0332581248 5 <1 BF47S3 I IF 031 7 _r <1 . 260 _�.. CS,ps,cs _FMSS,,mPsss'-c-ss S841 8102339300 5 44 °i 43 �BBFF4478, __.,_ 18 <t .155..-. 10.5 _.30 MS,ms,sos BF48S2 3.049 _,- „0284 ___.. 30�<t 15.1- MS,msso-s Arithmetic Avenges 0.307 0.306 5.4 <I 15.2 1.36 MS,ms,sc-s BORROW AREA INFORMATION PRIORITY AREA A EST, VOLUME TO 5 FT SECTION - 3.2 MILLION CY PERMITTED AREA A& B EST. VOLUME TO 5 FT SECTION - 6.4 MILLION CY NOTES: 1. CONTRACTOR TO INITIATE CONSTRUCTION USING PRIORITY AREA A. NO EXCAVATIONS SHALL BE PERFORMED IN AREA B UNLESS AUTHORIZED BY PROJECT ENGINEER. Con BF•2 I 6F1•B1 idfdfjj " {. 480 { •5.4.4 � 0241 8.Y 15i76 1.46 FMSS,,mPses,xc-•sa Core BF•8 BF2-S2 35.4.8 .6 48 _ �,01b4 0141 6. 11-81 1 _0476 . . , 10F6 .0 1.70 FS,rrssc-s Core BF•14 BfS1 ! 14-f _r BF14-S2 i 0.2.75 275-4.4. �' � _ f _-47.9 , ! .., ,•53.7 � 0.228 ;. 0.354 0.266 " - • 2.5 1.4 -- i 10.4 : 1.80 FS ms sc-s _._ ,.,._.�... L.. BF14-S3 , ... 4.4-5.8 _.l. _..j.. 5.3 j <1 23.1 I MS ssc-s ,p. Cora BF-18 Z. BF16-S7 0.2.t { -50,3 i -55.0 0.10T I 0.272 � ._. 0.237 4 3 04 !, <i <1 6, 6 FS 6.8 ' 218 1:.. FS,mws,cs Core 047 BF i6-S2 B77 S1 � 2.1.4.7 - O1. l at 43 . 0,240 ; .� 30 3.7 228 <1 •. FS ms scs s.c 36.5 �. 3.09 CS,ps I BFt7S2 { Bf 17.53 ( 10-4.0 4.0-0.7 0.287 { 3.3 <1 14A .__.. __.. .. .., _.. .. .-... 0.166 �.. ,...._ 0. 1 � < 1 ! � 6.9 .. ,.-. FS,ws•sym Core BF-2-0 i ll..BF20S1 .0-28 28-3..7 -48.9 . 0.23 1.8 i <1 FSrcso-sBF20-S2 .,. B22 ,_. BF22 S1 BF22 52 - 04.6 2.6.3,5 -2 i ..ii-021 0.318 378 . 0.2t7 6.8 7.8 22 ,0- q 169 M5. s,msCore 2 1 2.8 317 MS psso-s 10.7 FS,mwsscs Core BF•35 .. .pI0-SS3t -008 BF3542 -44.1 -52.2 1(.0..234 0.3 7 <1 8.{1.19 - FCS'S s ,m 08.54 26 f; 147 <i 24.PWessscs BF3355 3554.8.1 0. 78 ci j 20.3 i MS,psscs 9F Core -98 ; BF36-81 O-0,9 ! 46.9 -54,9 1 0.220 ! 0.222 07 <7 8.6 1 3.21 FS,mws,c-s Bf36-S2 j 13F36 S3 ( 4.9.8.3 _. 0,334 t 72 <1 19.El MS,psso-s Core BF•37 �.. BF37-St 6.3.8.0 0-3, 40 -1 -56A I 0.210 0.229 0.232 4.0 12 3 1 <1 10.6 ! FS,mssc-s 10.0 2.00 '- FS,mwssc-s BF37-S2 0.5 35 0.237 _. ` 13 <1 _ 9.8 FS,mwsso-s _ I BF3753 ?._.. 55.70 { t I 0.211 5.3,., 3.9 j.. 10.1 ( -., FS,nss s Core BF•41 r BF42-Si { 0.20 0.186 0.205 , 0.2 5.95.77 FS,WS,trS !L BF42-U { .- 20-8.6 1 0.218 0.9 + <9 ! 8.7 I FS,mwsscs Core BF•43 a 8f43-S1 BF43-S2 -f.�- 040 3.0-8.2 0.295 ' 0.286 ! 3.8 �. <9 10.6 t 1.18 MS,mssc-s ...,. _�- . ; . .,, d,•.,....._. 0.27 x.. . 71 4 <1 13.0 i ' M8•mrvssc s _.... ... Co. B►•41 _ .__....... _ ,..-_.... BF41-St OJ,d BF41-Si _. .. 3.4.5.8-... ••.. Outside BomcwAree Co. -50J -50.1 O.t1A _._ _.. 0.246 0.126 2.5 -11.0 _. 24 .3.8 B9 .19A 1.Ia ._..._ FB.rn,eae MS,a,so-s... All Borings 9. _ ._. ._. i AritlmetcAvera es 0.291 _.. _ 9 � 5.1 14 ' 14.7 1.76 MS ma ac s __ KEY: ____ _..__. ._....,_-.. •CS -Goer _ _._.... ._..- .. se Sand MS -Nadi -" um Send FS fine sand+ . _.. _._.. ms-moderate sod ' H ed,mws-maderafeHaeAsorted ws Heq sorted, ps poory sorted _ "- - as coarser*end; Sewed s+.`s slron croarse akewad� / s C AN me s -s (I'm Ym_.. . FsfrlDufbn__ . OwrfipRafb- Rx (Fedor -Source: US Army Carps olEngereers-Shore Profedbn Manuel f884) IdealueAre is 1.0 meaning the DorrowasdAnenf �k expelled to peAorm almAary as oaths Desch send 1 Note:! Co Nafrva mposAe (48 Samples � Dune Face, Berm, Beach Fece, Low We terrace) (Source• CSE, 2001 Bogue Banks ..1 -1.736 phi(Mn)Mean . hi On) Beech Resfontbn ._. _.... le- __Rr S",w$ c" d_7 e SSfdw5 .dA -q.861 0,681 Nole:,M-0300rem Te owes bsd br md -.-aon. ' " "`-"-" "`-•------ had minor laser beddm -hln rrud lenses In 0rti0na of he core. KEY - - - - - PERMITTED BORROW AREA - INCLUDES A & B PRIORITY BORROW AREA A SECONDARY BORROW AREA B NOT TO BE USED UNLESS DIRECTED BY PROJECT ENGINEER. 400 0 200 400 GRAPHIC SCALE (IN FEET) NO. REVISION BY DATE ENGINEER: COLUMBIAEO:MOREHEAD CITY= AMC C Coastal Science G Engineering PO BOX 1643 MOREHEAD CITY, NC 28557 PHONE 252-222-0976 FAX 252-222-0967 OWNER: TOWNS OF PINE KNOLL SHORES, INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC PROJECT., FEMA SAND REPLACEMENT PROJECT TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, TOWN OF EMERALD ISLE DRAWING TITLE: BORROW AREA A & B SEDIMENT CHARACTERISTICS SEAL 10733 LAIN SIZE JES: z 0.300 MM EDIMENT GRAIN SIZES (TO 5FT SECTION) EA A z 0,305 MM (- 1 BORING PER 23 AC) EA B z 0.265 MM (-1 BORING PER 22 AC) 400 0 200 400 GRAPHIC SCALE (IN FEET) SCALE��SHEET # 20# 20 ASSHOWN DATE: 20 SEPT 2006 /\ DRAWN BY: JJH L o APPROVED BY: TWKIJWF PROJECT#: 2205 OF:22 .,arm halt onill $I'. farm) I a i1i asLocation Project 41 1. 1. I'll All Project Ira 1. Location Data 10-M-06 re Data 10-M-06 0 A 3 - C re Simple # OF8 SI IIntervalCIA a Sismpl. 4 BIS S2 Interval 4-SS 4500' A 9 BF20 9 BF 22 BF 24 - BF 25 7 0 BF 26 • BF-27 Ms.. 0.262 mar Mean 0.226 mm eaSkmem... i Std, Deviation OS72 sm. Std, 0 501 all, M -0.591 ae Skewer,... -0.745 •BF-42 9 BF 17 111 BF 16 • BF 14 BF-44 9 BF 12 • SF 11 • BF-45 • 8F 10 • BF-28 • BF-29 IF-21 1112 Sediment Type M D'UMSxN. Moderately Soled Sir"gly C.sm.-SlAw" T-I .Iah, (gam) 1.1 s4 % '1_m�ham acO 11 D,07 % "Im-ID0,11 332 a Sediment Type FINE SAND P"dY S'Aaa She'O'c-a-Sinwea Vary DermImse Total weight (gram) 9959 t, the Ir.;'arol III 022 % srn�I. phl 7,01 F -47 BF-47 11 paa 11 -he a'.. (i er, a 11 a main I, Ehi) BF-43 - 2412 • BF 02 0 BF 06 D- 01 0 BF 08 BF-09 SF-30 - F�. PF-48 - BF�32 I • BF-32 .,.,a area hems) 'a Ira "A IIF s" a re Project 2205 Post Oph.1t. Location 0DMDS S.- Data BE 09 Si I. treat I re e. .11 Project 2205 Post Ophalia Location 0DMDS 8.1m. Data BE 09 $2 Sri A BE 09 81 Sample 0 BE 09 82 F' rro eu i Interval 0-1 3 Mean 0.226 mm I Irytil-I 1,36.7 Mean 0.253 men 5300' * BF-35 • BF-36 - BF-37 A Bid. Deviation 0.852 arm rin-0.674 f Bid. Deviation 0.589 armSke,.... Sk.w.... .0656 Sediment Type FINE AND so er Sediment Type FINE SAND M,dvahey Wall Salad Mmrse, Soriad BORING LOCATIONS ,a CmIn.-St.wed Leptokvlic S-91, C ...... Si.wed L.Ps-11. aao TOM mIght (clarm mD 49 % 11- this, 4 00 ohl 0.05 -I -Ight Wam, 100,16 0 Is it ., Mail 4,00 01 7 03 %. ..... Mal I . o hI 25 % --r th., -1.Fc ph' omem a.. Pass) cas th.. m.) .,.,a she tram) -'s .1. hem) Project as a,, Project 2205 Post Op"11. r I re �'ar, I', Project le, I All all Project ale .11 Project he Location 0DM03 Borrow',n "I L ... Ill. i L-fl- L ... No. Location Data OF 09 83 Data 10-M-06 Data 10-M-06 Data io-M-06 Data 10-Man-06 •a ve Samples BE OR $3 S-PI. 0 BFIO SI i Samples DFID 32 Simple 0 OF10 S3 Simple 0 BFI I 51 frit-I 6.7-8.8 re Interval 0-3 Into,.[ 3.080 i Interval 6.0.8.0 Interval 011 M.P. 0,227 Mean 0 356 m. Ms.. 0.293 m. Mean 0.250 am, Milan 0.328 DID, mrn :td. Deviation 0,514 m. Bid, Deviation 0.546 m. Bid. Deviation 0.500 mar ae :td. Deviation 0.624 mm, Std. Deviation 0,609 mm t I., ki-0 namen. .722 Skew"... -0.493 81n,-Inis, -0286 k.wh... -0�660 ee ItIoner, 0A39 Is S.dim,ntTyp. S diment Type i Sediment Typo Sediment j Sediment Type a FINE TAND MED, St Type as MEDIUM SAND MEDIUMSAND na FINE SAND MEDIUM SAND I Emory Sao. Moderately Sorted j Poorly So'Ird M.0-tely Well boned Moderately Sorted se Strongly Coarse Skewed Strongly C Skewed ...... eweShm,", C-A sle-,I Shran,h, Coale -Skewed 'a C.ame, Skewed Very L,ptrismlo As L.Plaillfis L.mi.1mlic L"Khmil zv A A '1611" 111111"11 11141 .... . ......... .. 1001 Tote, waIah' At 17 to % In than 4 00 phi 005 % rin: than 100 11 0,01 he 4R.aht 11 % n -1.00 % ,an IN am, 1�" et, ar, Oman -- F11 2,07 In. Mt in � 'm' "'a, 4co Phl A ca... fl,am i.00 hl ItAs �A ...... he % thIm - I OF phi 11.11 .,a Is a 's re 1. 's 4. 21 11 a s .,,a 11 "1 a I a 1. +a m.' 01'-(sas) nn. .1. Iph" cars It.. 1,M) .,.,a ".. (PIN) Q.1n $1. (Pho ..'a (ear) an. hasn' Ihal. rhe. I- Qnin case L. harm 1. A. r" Project Ame Project 1. project 1. .1 Project 1. re.", als project 1. L ... thei . ...... ------ L-I.. L ... U.n L. .0- Location I Data 10.M-06 Data iO-M-N Data 10-M-06 Data 10-Mis-08 j Data 10-Mar-06 se am w ll eo S..Pl. Af BE I 1 82 Samples BE 183 Samples BF11 SAI Shrimp . 0 OF12 S I SempleN BF12 S2 .a sm 14.9 Interval 4.9-6,2 p0 Interval 6.2-9.2 Interval 0-3 Interval 3-6.55 M... 0.344 Film rn Mean 0.488 DID, I Mean 0 M... 0.282 arm Mean aviation 'vhi 5 man Std. Deviation 0.545- Bid. D-1.11or, 0504 DID, 4 arm al as 15d.D 0 85 erm, Std. Deviation 0 54D ar, Std. 0 Oleirem- -11.411 Skewness -DA04 Skine,.... 4343 kawn... .0493 0 Stear ... 0 -0,675 ,a Sediment Type Bad Flant'r no Sediment Type i I . I . / ME Sediment Type xo Sediment Typo MEDIUM SAND COARSE SAND D= SAND 4a MEDIUM SAND MEDIUM SAND P-4, Salad! P.orfy Sorted khxismtoly Sorted M.domnsly Sadad Moderately Soled Strolgly C-ea-Sk-d SI-gly C--Sim-d Shong'y 0--k-d Se.0 .-Sk.wed a St-py C..... Sim-d Lap -tic I., I.Pme,ft a (gram IM 40 Pht is ':P.'-"-- Tell -10t cones) InI .8 we", T Total w.1,hl (,,am) InGE3 Tlt.1 wai,hl (gram) 99.90 Mae, """ x lem) 10063 nmrr= 4.00 phi 0.01 % fill, the, 4,00 phi 003 A nn:r then 4 ill Phi 0.11 ,a % n- ths. 4bii phi 05 % a., I'M Phi &24 % imay., than 100 chl 13 57 rim, -I.ol FN % A a,, than- .100 phi 4,1 4� 2 i % -mm, Ih.a .1.0. Phi 04 file, thar, 4 00 phi -1. me I;. I. a 1. 11 a le 1�1 A a 11 le Il 'a as Is se a .,.,a h 1,. 4011 menii ahn al�.. f,N) r1min 9rze I'M) - - ---- ----- orals It-. (ams) chase she plant chain ah. mm, .,.,a an. Ill.) (ers) Iss "'a aw Project a. 1. I'll Prmj.. Project are Project Project Ion Location L.cmth.. Lo if.. Location Date 10-M-06 net. io-M-06 0.1. i0-M-06 D.t. 10-M-06 a/s 1"'. 11 Me, 11 Al as Sample 9 BF25 Sii Sample 0 BF25 $2 Sample 0 BF24 SI Sample SF24 S Samples SF26 S1 .a IntervalInterval 3-6.95 I.t.-I 0-3 0-3 As a il Interval 3-8.8 al Interval 0,1 7 Mean 0.247 m. Ms.. 0.305 m. i Mean 0.393 mm t Mean 0.301 mm ry i Mean 0.267 mr, Bid. Deviation 0,570 min as Std. Deviation 0 541 mm Bid. Deviation 0 521 mm I sa el Bid. Deviation OB36 mm es :1d. Devi Von 0,545 mm Ski... -0.572 Skewness -0409 0 naSkewnessn0 Skewness -0.188 Skriverreir. -0.451 k-mil: .0475 S dismahmiType, Sediment Type I Sediment Type FINE SAND MEDIUM AND MEDIUM SAND 41 Sediment Type i MEDIUM AND Sediment Type M D(UM SAND Pool, Soled P"',y sorso "Imatli, Sorted Poorly Sodisi hr.-Wy Sorted sa Coene Skewed S"mYy Crmram-sk- m Coa ae Skewed ]1 SIc"', C. -Skewed f0 Strongly C.mr-Sk.waot I.Paiver" rAm-mc i M ... k.'k I L.Polk-o M ... Im.'. za Yp a Feet -19M Onam) UN.0 Total waigh" (gram) I DO 22100.651 TOM wl"11 111,11 IM21 foram) 1..69 I 'z'-�':-.t l" tIm, 1"" 4 007 0 i % ih- than 4.00 01 0 o3 9h., he. "W 11 0,02 Z ":;a., lZirr" I, s'D' P1, 1 5,52 % rm % "cQ FN .-a-- % ... rear than -100 phi 5M % -rer, than -I.. oll 1.76 Phi I'm . ... ... ,a n phi -Im a A 11 .a 11 1. 10 l .1. -Ill a I -,a ll a A C. 20 a a, Y.p A 4,0 -1. .1. (as,) (Imar, an. hplh ..'Ph, ENGINEER: OWNER: PROJECT., DRAWING TITLE: SCALE: SHEET # 04 NO. REVISION BY DATE FCOLUMBIAEOEMOREHEAD CITY CDSE TOWNS OF PINE KNOLL SHORES, FEMA SAND REPLACEMENT PROJECT ASSHOWN DATE: GRAIN SIZE pry 20 SEPT 2006 Coastal Science & Engineering PO BOX 1643 INDIAN BEACH, & EMERALD ISLE CARTERET COUNTY, NC TOWN OF PINE KNOLL SHORES, TOWN OF INDIAN BEACH, DISTRIBUTION CHARTS SEAL 10733 DRAWN BY: JJH 411 MOREHEAD CITY, NC 28557 TOWN OF EMERALD ISLE % I- APPROVED BY: TWKIJWF PHONE 252-222-0976 FAX 252-222-0967 J PROJECT*', - 2205 OF: 22 ----- ----- I- -- _- ---- -- -- - - -- - ---- am .eo w on Project ann I I C0.11. _._ _ m ."- ,.,_.. am ra_- 9.a - ea ProleN-,,,,-.,_ " -- t v;w L.-I. ODMDS1m.-. .w PrPJect 220S Pesl Whella _ PF.Jeel 2205 Poa 0ph.11. a -._ _ -.. _- wv n ° - _...+,w,a...zv > Project 2205 Pal Ophe4e -{' Locatlon 1-' LBatlon Loeallon OF 21 o Borrow .ee 'w I vla 7- .. T } 1 -- - ""�Je LoceOan ODMOS Borrow '-- Low n ODMDS ow -"""-'- '- 1 Date 10.Mer-0R : I T - Dab 10-MardB % DeG OF 2I 31 - Da1e OF 1]32 �w� a Loeallon ODM05 B°now w _{% .__ N r w DN•1e OF 10318en Oero BF 2092 mRW Im % �lv 9emplsM BF2882 I BampJe0 BF2893 1 m I Interval I.]-4.9 1 :--- 9MNve1 4.66.5 e0 --- / ""' ( marvel/ 022)91 BampleY BF 2192 SampleY OF 2031 m S,efpe'/ OF 2092 1/ m ... I � ---/ tnrorvel RB> 1.a2s 19 Meen. 0.J25 mm M•In 0.244 M•en 0.190 mm / MeM 0.180 mm I m m Std. D•Natbn 0l19 mm ;_.-. atd. 0.NNbn 0.we mm : Ettl Oavlellen 0.540 mm m : Sttl Oevlatlen 0.610 mm i Maen 0220 mm a342 mm ...._ ._.-...... 9G. DIv1ellOn 0.6d1 mm EW Devla 0518 w y> r 8hewnee• -0.309 V i ek--. 0665 % j 9knwnan. 0?65 y I� Skawneee -0.83) K 9hewn•ea 0P00 IIOn w (J/ dw Sk..- 00]]m } Sadlmenf ryNNps SaN N'TyPe 3 I 9etllmenl TypPa m - S,di ,t TYP9 ZZZi $NtlImeM TypeFINR /m 8•tllment Typa 6°wly 6awtl Al.d.nwymad Motl y6eke Motlp$A y WpO6cdad c$ANp w Moticrala Wetl 6vned IorvMCmna Showed H'anaNCaens 6k.d 6 Cven.9kewea a xewea PvvrM 6°accD of lap tmv I vey UOmnam a „ro Came 9Vened VN1'MNCaraeaxevad .w Tem w19n1 mr.ml 1oT00 : lamwdBn!lenml lut.!f ivn!,vuBnl f9nml 9d.]] emvxu,uo Bee OM Ndoeere 9 Tea ,v.lanl Tad1C-.111 ) w (/ f %M nte�a00oo Ii4bil %Armrewn t00lda J.01 \ %fine Iran {o.pN 3.OJ :r %Rrwrmm{OD Ph 9.12 % M 1 M1 n arwnl 09,11 re �� r %«wmwtn+n -eoe Nl n,eJ I.H ✓ %men. mm-t.oD nM 4.4x �.� .. r - � %rxrbr,han-!.00 pm Jvi �I-....� %,,urea, man-!aopx Oirn ,J� %r:av 1 ae .. � %r:;er lnex �i oD[G ran w ,e ee G >e G az ae np. •tPM Om aW DID anin Welton I l 1 ai° t za .r. ra at re >e >a e,.msP. m,nl a awmru a.mam.lmml . 1 1 m •°° 4rt m um vro Li ew Prpj•<t 2196 Pohl Ophefle m ---Ls aw P.J.-1 2205 Prot 000. fro oae me Pr.j.d ex PraJ..l 1 on N.1.0 L. o.. ODM03 Bonow "-- "-- '- 1.oe•II- ODMOS Bartow T" FT. -- "'•'""' Lee•em m,nl�+•+-e Lncetlen ��--- t. � Proj.ct ',, 0•I. 0P 2R SJ I oNe aF 28 $n i I 1 I D•b 10-MN-0R Det• 11-M•r-0e F w - _ ��''- D tetl� 1R-Mer-0e - - -� Lpc•tlen Y .G >m M ., 1 9ampal BF 2993 i m` / OF 2994 9emplaN OF 2891 9emplaM BF 2991 SamplsN OF 29$3 4 s.6a.R I ,.. tnarvel 020 1Merval z.o.B0 I Inbrvel 8.0-8a $<v 020 91 ro t j l Maen 0.188 mm I Mean o.1B1 mm : M » n •en 0.354 mm m Mean O.211 mm n M.en 0151 mm ve EG.oW atlon a393 mm Z. O•vlallmn 0590 mm aid. D•vl•Ilen o02 mrn y, 51d Oavlerbn Oetl mm M.en D352 mm I � w w ._ .... .-• .... D1d. DeWelbn o.5]5 mm ahawn.ea -D.e]4 r r Shawnxa d.501 i skewn..e0.295 N Sh•wnaee0,9I5 >, ehwwn..atbn -086e mm m 1 m ! m �: Skewnrea -084J S.dlmemT SedIMNM / rp• Tvp• I s•alment ryPe semmnm - r Tgr s'nl°1vaNiry'Pe M1 aAM1 FrMF SaNT TYOa / Sall nl rype Medpm ay 6wkd Medan dy smkd mny9aad : Alvdar.Nly Nyen Sorted Mwe WyWan 60d.dFIF EMN 1,0 _ a .. `^✓G_-._- _ _ a %%touaewwreuNaCBer nnml4e19n0n0amIv. r01 0w %9%bcmwry, wCBNne:1m1s4(an9n0neamIto. x1 epv!rone' BJ'..O]BR1 m - --fie-- 0e -y-- -e- e- z%%nncrmmo,maawrNeNnCBan Mpn eIlr9a,CreaD8mvklM ewea I00aRR '�.'" ''�/"i/ JiJ?I --' S%%trofim!nnneepwrnHv .pwreBenAp!nhIeaCIroPn0e .0 mIspOkIM eO rnpIaI r0 JLJIBJ n `t'- -- - - 6l%%<maefivrc:wyernHv MNrC9eamnlen9.nCeO-amLNl ewed JV.OBR ✓Y: /J1 � CiXMoOnRmaoanRxrHetl� CnBMen an1gn.0nra0a-msdp hlMam'e dfJI.eOe.V< %nmeA marlM1e1n0p9 MOO PI4-- - �� n m.N aw rohn onm/w DM ..... .. Orom awl Ml m•1pMa a ao -.,. a ao as .e aanaw lmml a. N..1mml Imm1 - „ , m a.m •m av am o.G Proj.et tm vm Proj.et 1m m v.ze Prolecl ,n em Prole.t 1 e+lmml ee ' T .-...- - T_"- - ---•'m'. Leatlen T -'- I -- �.-.".-. Loealon m r .__ a-e+.... Loaauon m ... , v> ..... -.... 1 .',°... ._';.-.-. Loatlon J ._...___ -1 _...__ topeMwr r.m PreNN .. _:.._._. .. _.:.-....'-� :_.,..--.._... F mn p Daro i //ff DNP 14-Mer-0O I ON• 15-MerdB OeG iB Ma,d6 Dale i)-Me,-0e aw 1 "-- Loaetlm / ... se 1 IMerwl 2.8.68 0' I.'.... i.' Interval 6,8.7,1 w 1 Inlorvel a29 N ( Interval OF32 _..... - BempleN BF 3231 -_.. ' J.... .-... �86 fANrvel 2D041)mm w 1 j- Maen 0.213 mm Mlan O.J99 mm i � MNn 0.250 mm I ! $1 - /fJ 1.1-1N ..07.5 8•mpNN BF 308R BampNN B >D SJ Bvmpl.Y BF 3094 Bempl•Y OF 320 w - 1 fnt.,I. 6.0).8 N ]° 1 m .. - ....... .:. -:.... Sod. D.NNbn a d81 mm m am. DeNatbn 0.808 mm ! I. n d .I... Sh•wnNe -0.003 P : - - Skewraae0."v20 d_r.... I - BkewOn etbn 0.209 mm d w Shown death -0.536 mm """ 8td. 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Davl.11on 0.552 mm m )/ 3M 0"10 n 0.5)) mm EW O•vla0on 0 S52 mm 9kewnae• -0.3R9 M 3k•wneee 0004 d ) 9k...... 0.511 Yw 3hnwneae .O552 sTS�t'w rgpl 9k-... 0.014 ai a m 3mq aetllmenl Typ. WI -Type lm 9edlmenl Type 3m i 9eJlment Typpa $edlmeMT FowVMSanp COan5E Soup '. Flrv^Soup /+ MedUm Sae UMSeuoe N BP,kc PowH 6mme - Modme!Pysmkd ]1') Mnderv!rJr sad[a Need slm:wvn.n.skawna corm slr.n.a : I. el,cniHw,n. sk,,,.d emroon^mm�nskew.e a'tmn^a:n.sa.w.a ae LnmMP - '° M.eoxamp '° weamlw+ml ID3.0 - Ta. w m. wwpm l9ranl Oa.eR JJ xrl mrsermhxn� 00 O.02 PO wy %Ar:erinen4O0 M 004 %tarn n%too IDJ an r0 Hy/ %H 30ro k119raml 13M w !f id. wM m m) 0]4J an9 � {.W oh ! m %a,mee� -loov00 IJA1 x cwraar men-I.00W � W 00 Pn'i _ .. t Ir 4.4J "..r•a - n t. a ra •t avm•W Ivory demo p p IpnO av neule19 ENGINEER: OWNER: PROJECT: NO. REVISION BY DATE DRAWING TITLE: SCALE: SHEET# a OLUMBIA=®= OREHEAD CITY- OSE TOWNS OF PINE KNOLL SHORES, FEMA SAND REPLACEMENT PROJECT SURVEY CONTROL N "[' °c�..<""-, AS SHOWN DATE: Coastal Science G Engineering INDIAN BEACH, &EMERALD ISLE TOWN OF PINE KNOLL SHORES, PROJECT LIMITS & J ps 5, D SEAL _ 20 SEPT 2006 DRAWN BY: CARTERET COUNTY, NC TOWN OF INDIAN BEACH, BASELINE COORDINATES 10733 JJH ZZ PO BOX 1643 MOREHEAD CITY, NC 28557 TOWN OF EMERALD ISLE ,yy , tT Y c APPROVED BY: TWKIJWF PHONE 252-222-0976 FAX 252-222-0967 ,��'.'." 11 PROJECT#: 2Y05 OF: 22