d ~~ ~ o<-<>c~ <>-1"',/

Size: px
Start display at page:

Download "d ~~ ~ o<-<>c~ <>-1"',/"

Transcription

1 DESGN AUTHENTCATON PROJECT: Pinellas County, Florida Beach Erosion Control Project - Sand Key Segent ATTACHED PLAN SHEETS: 33 Sheets The attached plans ere prepared by the Jacksonville District, U.S. Ary Corps of Engineers (USACE). The initials or signatures and registrations designations of the signatory belo or that appear on these project docuents are ithin the scope of eployent as required by USACE Engineering Regulation , PROFESSONAL REGSTRATON, 8 Aug 199, and are not ade in the individual capacity ofthe signatories. USACE eployee signatures are provided in support ofthe "nteragency Coordination Agreeent for Civil Works Projects", signed 28 Feb 26 by the Florida Departent of Environental Protection, the USACE Jacksonville District, and USACE Mobile District. These plans are for peritting purposes only, and are not for construction. d o<-<>c <>-1"',/ Laureen Borochaner, P.E. Chief, Design Branch Engineering Division DATE 33 sheets dated February 211.

2 PERMT =f o1 PNELLAS COUNTY FLORDA SEGMENT /) 'l_l - =\-- ALABAMA GEORGA ( N GULF OF ME»CO, PASCO h - J HLLSBOROUGH ATLANTC OCEAN LOCATON OF WORK PLAT US Ary Corpa of Enalnee,. J cksonvllle Dl trlct PRO"'ECT LOCATON N.T.S. NDEX TO PLATES TTLE../ KEY WEST ABBREVATONS: PROJECT COVER SHEET AND NDEX APPROX. =APPROXMATE PROJECT LOCATON,FLL LMTS, AND CPE. = COASTAL PLANNNG AND ENGNEERNG, nc. BORROW STE LOCATON CBL. = CONSTRUCTON BASELNE PROJECT LAYOUT, GENERAL NOTES & LEGEND csx. = CROSS-SECTON PLAN VEW- FLL AREA (R3 TO R8) CY. = CUBC YARDS PLAN VEW- FLL AREA (R9 TO R-67) ECL. = EROSON CONTROL LNE PLAN VEW- FLL AREA (R-68 TO R-7) EL. = ELEVATON PLAN VEW- FLL AREA (R-76 TO R-84) FSB. = FEDERAUSTATE BOUNDARY LNE (FSB) PLAN VEW- FLL AREA (R-8 TO R-92) FDEP. = FLORDA DEPARTMENT OF ENVRONMENTAL PLAN VEW- FLL AREA (R-93 TO R-1) PROTECTON PLAN VEW- FLL AREA (R-11 TO R-18) FT. = FOOT/FEET PLAN VEW- MXNG ZONE (R-19 TO R-117) LF. = LNEAR FEET TYPCAL FLL PROFLES R9 (18' BERM) & M. =METER R-77 (12' BERM) MHW. = MEAN HGH WATER TYPCAL FLL PROFLES R-91 (9' BERM) & MLW. = MEAN LOW WATER R-1 (7' BERM) NM. = NAUTCAL MLES BEACH FLL B/N R6 TO TP-2 NGVD29. = NATONAL GEODETC VERTCAL DATUM OF 1929 BEACH FLL B/N R-66 TO R-71 NAD. = NORTH AMERCAN DATUM BEACH FLL B/N R-71A TO R-81 NAVD88. = NORTH AMERCAN VERTCAL DATUM OF 1998 BEACH FLL B/N R-82 TO T-1 N.T.S. = NOT TO SCALE BEACH FLL B/N R-11 TO R-17 RMON. = RANGE MONUMENT PLAN VEW - BORROW STE "AREA-L" TYP. =TYPCAL BORROW STE "AREA-L" - WESTERN GEOLOGC SECTON USACE. = UNTED STATES ARMY CORPS OF ENGNEERS BORROW STE "AREA-L"- EASTERN GEOLOGC SECTON FLE NAMEs DWNBY1 NOT FOR CONSTRUCTON PSK1 O-G-CSsht1.dgn 6% PLAN DRAWNGS DATED: DBN 8Y1 FEBRUARY 211 BEACH NOURSHMENT SCALE1 CKDBY PROJECT COVER SHEET JACKSONVLLE, FLO':l'DA B.N.H. AND NDEX OF 33

3 BORROWSTE N" (") fi (") :::: (") X PERMT # o 1 N PPELNE CORRDOR "P1.. C(.A/f lt/:,.,./f 8 (N'" Slf PPELNE CORRDOR "P2" WESTBAY DR. (C.R. 686) Y= GULF OF MEXCO NDAN ROCKS BEACH PPELNE CORRDOR "P3" PPELNE CORRDOR "P4" of o\p.1l s" '" PPELNE CORRDOR "P" PNELLAS COUNTY Y= 1,292, X(j) _J o<l! Z:::l en 1. BEACH FLL WDTHS ARE EXAGGERATED FOR CLARTY. GRAPHC SCALE 6,' 6,' 12,' Y= 1,232, NOT US Ary Corpa of Englneera.lacksonviUe Dlatrtct FOR CONSTRUCTON 6% PLAN DRAWNGS JACKSONVLLE, FLORDA FLE HAMEl PSK1 O-C-PLsht2.dgn DATED: FEBRUARY 211 SCALE1 DWNBY DSN 8Y1 CKDBY B.N.H. BEACH NOURSHMENT 211 PRO.JECT LOCATONE! FLL LMTS, AND BORROW ST LOCATON 2 OF 33

4 PERMT # z G [ BEACH FLL WDTHS ARE EXAGGERATED FOR CLARTY. GENERAL NOTES: LEGEND: PLATE LAYOUT N.T.S. 1. THE EXSTNG HARDBOTTOM FEATURES SHOWN ON PLATES 4-11 ARE MAY 27 CPE DVER VERFED HARDBOTTOM SURVEY FROM A 27 NEARSHORE HARDBOTTOM EDGE MAPPNG SURVEY PERFORMED BY CPE. G-- -PATCHY HARDBOTTOM G--- -CONTGUOUS HARDBOTTOM 2. THE PLANE COORDNATES SHOWN ON PLATES 4-11 ARE BASED ON THE FLORDA STATE PLANE WEST COORDNATE SYSTEM (92) AND -PATCHY SEAGRASS ARE REFERENCED TO THE 199 ADJUSTMENT OF THE NORTH * -ARTFCAL REEF AMERCAN DATUM OF 1983 (NAD83(9)). + - SAND/SHELUSEDMENT 3. ELEVATONS SHOWN ON ALL PLATES ARE N FEET AND BASED ON NORTH AMERCAN VERTCAL DATUM OF 1988 (NAVD88). MAY 27 CPE SDESCAN SONAR SURVEY c==j -ARTFCAL REEF 4. THE AERAL PHOTOGRAPHY SHOWN ON THESE PLATES WAS FLOWN N THE WNTER 26 AND PROVDED BY FOOT SURVEY AND MAPPNG E::=J -OLD ARTFCAL REEF OFFCE. -OTHER. THE BEACH FLL DESGN DEVELOPED FROM SURVEYS TAKEN FROM JUNE 3, 21 THROUGH JULY 1, PROBABLE HARDBOTTOM 6. THE 21 PROJECT WLL USE THE SAME CONSTRUCTON BASELNE nf:::;f;::;.:1 - POSSBLE HARDBOTTOM (CBL) DEVELOPED FOR 1998 PROJECT. ALL 21 BERM WDTHS ARE OFFSETS FROM THE ESTABLSHED CBL. 211 BEACH NOURSHMENT - PLAN VEW 7. THE DEPTH OF CLOSURE (DOC) LNE SHOWN ON PLATES 4-11 COMPARED THE 28, 29 & 21 MONTORNG SURVEYS, AND S THE -STAGNG AREA MEASURED EQULBRUM TOE OF FLL FOR THE 2 PROJECT. - PPELNE CORRDOR 8. THE DESGN BERM HEGHT FOR THE 1998 AND 2 PROJECTS WAS D -FDEP RANGE MONUMENT +6. FEET REFERENCED TO MEAN LOW WATER (MLW). MLW S 1. FOOT BELOW THE NATONAL GEODETC VERTCAL DATUM OF < SLOPE NDCATOR SYMBOL / FLL (NGVD29). THE 21 DESGN BERM HEGHT WLL BE +4.1 FEET REFERENCNG NAVD88. MLW S 1.26 FEET BELOW NAVD88. - EROSON CONTROL LNE 9. THE PROPOSED TOE OF FLL LNE SHOWN ON PLATES 4-11 BEGNS - CONSTRUCTON BASELNE AT THE.' CONSTRUCTON HEGHT TOLLERANCE (4.6 FEET NAVD88) - PROPOSED MXNG ZONE LMTS FOR THE PROJECT, AND MEETS EXSTNG BOTTOM SURFACE USNG A 1 ON 2 SLOPE. -APPROXMATE DEPTH OF CLOSURE - 2 DESGN TOE OF FLL 1. THE PPELNE CORRDORS SHOWN ON PLATES 2,3,,7, 8 & 1 WERE PREVOUSLY USED N THE 1998 AND 2 PROJECTS. - FDEP RMON AZMUTH -21 SURVEY AZMUTH FLE HAMEl DWNBY1 NOT FOR CONSTRUCTON PSK1 O C-LGsht3.dgn J.W.L. P NELLAS COUNTY, FLORDA 6% PLAN DRAWNGS DATED: D8N BY1 FEBRUARY 211 BEACH NOURSHMENT US Anny Corpa SCALE a CKDBY1 ofengl....l cksonvllle Dlatrtc t JACKSONVLLE. FLORDA B.N.H. GENl:2.:'f.'61 : t'loend OF 33

5 1' PERMT # o o 1 APPROXMATE SHORELNE (MHW) PROPOSED \ MXNG ZON-E ' - _ ;- --. GULF \ OF \! MEXCO J \ - ) \ E NORTH LMT Of '="o \ j\\ CONSTRUCTON N LMT - _l --- BASELNE (CBL) ---RTH PROJECT'S NORTHER R& - \ -. PROPOSED SEAWARD - EDGE OF BERM APPROXMATE d ' i (EL. 4.1' NAVD88) ()()() FDEP RMON DEPTH OF!?,\(!,,. -{"" \. AZMUTH [TYP) - CLOSRE -L---!---_. '- i EROSON CONTROL 1. PLEASE REFER TO PLATE 3 FOR GENERAL "i:ik i LNE (ECL) NOTES AND LEGEND. "r,;:; j 2. THE PROJECT'S BERM WDTH SHOWN HERE _ _:: -- o S 18' FROM THE CONSTRUCTON BASELNE.! WTH A BEACH SLOPE OF 1 ON 2 TO MATCH EXSTNG GRADE. 3. THE ECL AND CONSTRUCTON BASELNE ARE THE SAME BETWEEN R-72 THROUGH R TP-1 S A FLL TRANSTON PONT. PROPOSED TOE OF FLL US Ary Corp FLE NAMEa DWNBY1 NOT FOR CONSTRUCTON PSK1 O-C-BRsht4.dgn 6% PLAN DRAWNGS DATED: DN BYr FEBRUARY 211 BEACH NOURSHMENT SCALE CKDBY1 PLAN VEW FLL AREA JACKSONVLLE, FLORDA (R3 TO R8) OF33 of Engineer..J cksonviue Dletrlct B.N.H.

6 PERMT # o 1 MATCHLNE PLATE 4 APPROXMATE SHORELNE (MHW) }-"- -l --- /,:._ -- ' L----=-=:: 1..==---=-=-=::::-:::-=/ /-;-; / 11 \ _,_ - pif-nl?c >fe" fo. ) ---- // \ ( FDEP RMON // \ AZMUTH (TYP.) ""/ \ GULF OF MEXCO / \ \ PR!g_S!NE \ \ \ 3M \ \ :, ) \ J r,, y\ \\ - APPROXMATE :. \. CLEARWATER HARBOR DEPTH OF '\ \ CLOSURE -\ \ \ \ PROPOSED \. \ { TOE OF FLL i..._, , - \ 1. PLEASE REFER TO PLATE 3 FOR GENERAL.\ \ NOTES AND LEGEND. \.\. 2. THE PROJECT'S BERM WDTH SHOWN HERE S 18' FROM THE CONSTRUCTON BASELNE WTH A BEACH SLOPE OF 1 ON 2 TO MATCH EXSTNG GRADE. 3. THE ECL AND CONSTRUCTON BASELNE ARE THE SAME BETWEEN R-72 THROUGH R-99. ', \ --\ - \-:-\' : --\-- \ ' GRAPHC SCALE ' 1' FLE NAMEs DWNBY NOT FOR CONSTRUCTON PSK1O C-BRsht.dgn 6% PLAN DRAW.NGS DATED: DSN BY1 FEBRUARY 21 1 BEACH NOURSHMENT 211 us Annr Corps SCALEa CKD 8Y1 of Engineers PLAN VEW FLL AREA J ekaonvtlle District JACKSONVLLE, FLORDA B.N.H. (R9 TO R-67) OF33

7 PERMT # N APPROXMATE DEPTH OF CLOSURE r-. FDEPRMON \ AZMUTH (TYP.) \ GULF OF MEXCO L SOUTHERNPR ii=71a OJECT's NORTHERN BOUNDARY r- zz (.!) Nj::: /21SURVEY AZMUTH (TYP.) ::21-2 DESGN _ TOE OF FLL 1M@ R-73 AZMUTH PROPOSED TOE OF FLL r PROPOSED!D G MXNG ZONE. 1M {:3 :.. 1. PLEASE REFER TO PLATE 3 FOR GENERAL NOTES AND LEGEND. THE PROJECT'S BERM WDTH SHOWN HERE S 12' FROM THE CONSTRUCTON BASELNE WTH A BEACH SLOPE OF 1 ON 2 TO MATCH EXSTNG GRADE THE ECL AND CONSTRUCTON BASELNE ARE THE SAME BETWEEN R-72 THROUGH R-99. MATCHLNE PLATE -7 GRAPHC SCALE ' ' 1' US Ary Corp of Engl....l cksonvllle Dlatrlct NOT FOR CONSTRUCTON 6% PLAN DRAWNGS JACKSONVLLE, FLORDA FLE HAMEl PSK1 -C.BRshtOS.dgn DATED: FEBRUARY 21 1 SCALE DWN BY1 J.W.L DSN BY1 J.W.L CKDBY1 B.N.H. BEACH NOURSHMENT 211 PLAN VEW FLL AREA (R-68 TO R-7) 6 OF 33

8 PERMT # GULF OF MEXCO FDEPRMON AZMUTH (TYP.) ---- z O::a; rrl Z::a; a:: ::2: =>co Bro /%.= PLEASE REFER TO PLATE 3 FOR GENERAL NOTES AND LEGEND. 2. NORTH OF R-81, THE PROJECT'S BERM WDTH SHOWN S 12' FROM THE CONSTRUCTON BASELNE (CBL). SOUTH OF R-82, THE BERM WDTH S 9' FROM CBL. 3. THE 12' AND 9' BERMS' BEACH SLOPE S 1 ON THE ECL AND CONSTRUCTON BASELNE ARE THE SAME BETWEEN R-72 THROUGH R-99.. TP-3 S A FLL TRANSTON PONT. US Anny Corps ofenglra.l cksonviue Dlatrtct FLE HAMEl DWNBYt NOT FOR CONSTRUCTON PSK1-C-BRsht7.dgn J.W.L. 6% PLAN DRAWNGS DATED: DSN 8Y1 FEBRUARY 211 BEACH NOURSHMENT SCALEs CKDBY PLAN VEW FLL AREA JACKSONVLLE, FLORDA B.N.H. (R-76 TO R-84) OF 33

9 PERMT # GULF OF MEXCO FDEPRMON AZMUTH (TYP.) '\_ PROPOSED TOE OF FLL -- APPROXMATE SHORELNE (MHW) 2 DESGN TOE OF FLL 1. PLEASE REFER TO PLATE 3 FOR GENERAL NOTES AND LEGEND. 2. THE PROJECT'S BERM WDTH SHOWN HERE S 9' FROM THE CONSTRUCTON BASELNE WTH A BEACH SLOPE OF 1 ON 2 TO MATCH EXSTNG GRADE. 3. THE ECL AND CONSTRUCTON BASELNE ARE THE SAME BETWEEN R-72 THROUGH R-99. PR4t>PC)SEiD UPLAND OF FLL 'NAVD88) () DEPARTMENT us Ary Corp ofenll,...,...j dtsonvll.. Dl trfct ' ' 1' FLE HAMEl DWNBYa NOT FOR CONSTRUCTON PSK1 -C-BRshtOS.dgn 6% PLAN DRAWNGS DATED: DSN 8Y1 FEBRUARY 211 J.W.l. OF THE ARMY BEACH NOURSHMENT SCALEs CKDBYa JACKSONV1LLE DSTRCT. CORPS OF ENGNEERS PLAN VEW FLL PLAN JACKSONVLLE, FLORDA B.N.H. (R-8 TO R-92) OF33

10 PERMT # PROPOSED TOE OF FLL FDEPRMON\ AZMUTH (TYP.) \ APPROXMATE SHORELNE (MHW) APPROXMATE DEPTH OF CLOSURE 2 DESGN TOE OF FLL GULF OF MEXCO PROPOSED MXNG ZONE 1. PLEASE REFER TO PLATE 3 FOR GENERAL NOTES AND LEGEND. 2. THE PROJECT'S BERM WDTH SHOWN HERE S 9' FROM THE CONSTRUCTON BASELNE WHCH TRANSTONS TO A 4' BERM TO R-MONUMENT T ALL PROJECT'S BERMS THEN MATCH TO EXSTNG GRADE ON A 1 ON 2 BEACH SLOPE. 4. THE ECL AND CONSTRUCTON BASELNE ARE THE SAME BETWEEN R-72 THROUGH R-99.. THE FLL LMT PONT S WHERE THE CURRENT SURVEY NDCATES NO FLL S NEEDED. GRAPHC SCALE ' ' 1 ' us Ary Corps SCALE CKDBY1 FLE HAMEl DWN BY1 NOT FOR CONSTRUCTON PSK11-C-BRsht9.dgn 6% PLAN DRAWNGS DATED: DSN 8Y1 FEBRUARY 211 ofenglne.n.j cksonyue Dlatrtct JACKSONVLLE, FLORDA B.N.H. BEACH NOURSHMENT PLAN VEW FLL AREA (R-93 TO T-1) OF33

11 PERMT # o o 1 21 SURVEY \ AZMUTH (TYP.) -... AZMUTH FDEPRMON (TYP.) \ 2 DESGN TOE OF FLL "f-;,;---- "'')('t,o8f!o - 1So ltf O Oitf! - APPROXMATE DEPTH OF CLOSURE GULF OF REDNGTON LONG -----= MEXCO PER """"'=o=\"' PROPOSED--='"""'= TOE OF FLL 1. PLEASE REFER TO PLATE 3 FOR GENERAL NOTES AND LEGEND THE PROJECT'S BERM WDTH SHOWN HERE VARES FROM THE CONSTRUCTON BASELNE; HOWEVER TO MATCH EXSTNG GRADE A 1 ON 2 BEACH SLOPE S RECOMMENDED. 3. THE ECL AND CONSTRUCTON BASELNE (CBL) ARE THE SAME BETWEEN R-72 THROUGH R-99. THE CBL ENDS AT R-17A. THE FLL LMT PONT S WHERE THE CURRENT SURVEY NDCATES NO FLL S NEEDED. ' 1' NOT FOR CONSTRUCTON 6% PLAN DRAWNGS DATED: FEBRUARY 211 USAnnyCo'lt ofengln..rs Jacksonville Dlatrtct JACKSONVLLE. FLORDA FLE HAMEl PSK1 O C..BRsht1 O.dgn SCALE DWNBY1 J.W.l. DSN ay1 J.W.l. CKD BY1 B.N.H. BEACH NOURSHMENT 211 PLAN VEW FLL AREA (R-11 TO R-18) 1 OF 33

12 PERMT # o 1 MATCHLNE PLATE 1 BOCA C/EGA BAY GULF OF MEXCO SOUTHERN LMT OF 27 HARDBOTTOM EDGE SURVEY BOCA C/EGA BAY 1. PLEASE REFER TO PLATE 3 FOR GENERAL NOTES AND LEGEND. 2. THE ECL ENDS ' SOUTH OF R-18 FLE HAMEl DWNBY1 NOT FOR CONSTRUCTON PSK1 O-C-BRsht11.dgn J.W.l. PNELLAS COUNTY. FLORDA 6% PLAN DRAWNGS DATED: DSN 8Y1 FEBRUARY 211 J.W.l. BEACH NOURSHMENT US Ary Corps SCALE CKD BYt ofengln..rs PLAN VEW MXNG ZONE J cbonvllle Dlatr1ct JACKSONVLLE. FLORDA B.N.H. (R-19 TO R-117) OF33 1'

13 PERMT # co Cl r LEGEND - -2 PROFLE PROFLE PROFLE - 21 PROFLE -PROPOSED FLL TEMPLATE -PROPOSED FLL TOLLERANCE z ML..61' NAVD88) -=== !:!:: MLW (EL ' NAVD88) z uj-1 R9 co Cl t LḺ co Cl FLL PROFLE FOLLOWS SURVEY AZMUTH (29 N) -2L--L--L--L--L--L--L--LL--LL--L-i--L--L--L--LL-L--L--J-2 7' 4' 3' 2' 1 ' ' TYPCAL 18' BERM PROFLE SEE PLATES FOR CLEARWATER BEACH FLL GENERAL CSXs r LEGEND R-76-2 PROFLE - 28 PROFLE 12'-" 1-29 PROFLE 21 PROFLE MHW (EL..61' NAVD88) -PROPOSED FLL TEMPLATE -PROPOSED FLL TOLLERANCE z MLW(E=L =6'NAVD=8=8) !:S z > -1 _J... u co Cl z lḻ z -1o TYPCAL 12' BERM PROFLE SEE PLATES FOR NDAN ROCKS BEACH FLL GENERAL CSXs 1. ELEVATONS ARE N FEET AND REFERENCE NORTH AMERCAN VERTCAL DATUM, GRAPHC SCALES 1988 (NAVD88). 2. ALL ELEVATONS ARE ABOVE REFERENCE PLANE UNLESS PROCEEDED BY A(-) SGN. ' ' 1' HORZONTAL 3. HORZONTAL DSTANCES ARE SEAWARD FROM FDEP R-MONUMENT. 4. THE MHW AND MLW LNES SHOWN ON PROFLES ARE FROM NOAA TDE STATON USNG THE CURRENT TDAL EPOCH (83-1). VERTCAL FLE NAMEa DWNBY1 NOT FOR CONSTRUCTON PSK1 O-C-PRsht12.dgn 6% PLAN DRAWNGS DATED: DSN 8Y1 US Ary Corps SCAL 1 CKDBY1 ofengln..rs FEBRUARY 211 BEACH NOURSHMENT 211 TYPCAL FLL PROFLES J cksonville Dlstrtct JACKSONVLLE. FLORDA B.N.H. R9 (18' BERM) & R-77 (12' BERM) 12 OF 33

14 1 P.EkMli it o o 1 LEGEND R-91-2 PROFLE -28 PROFLE - 29 PROFLE -21 PROFLE -PROPOSED FLL TEMPLATE 1 GO MHW (EL..61' NAVD88) Z M LW(EL 'NAV7.D ) LL LL -z - -PROPOSED FLL TOLLERANCE 1111(.) u >-1-1 >...J...J / /... GO z z FLL PROFLE FOLLOWS FDEP AZMUTH -2--L---L--L--L--L-L-L-L-L----L-LL J-2 7' 4' 3' 2' 1 ' ' TYPCAL 9' BERM PROFLE SEE PLATES FOR NDAN SHORES BEACH FLL GENERAL CSXs LEGEND R PROFLE PROFLE PROFLE -21 PROFLE FLL TEMPLATE -PROPOSED FLL TOLLERANCE GO -?-PROPOSED GO MHW (EL..61' NAVD88) > - - <( z MLW (EL ' NAVD88) z 1!:S z... (.)1111 i= / <( / > -1...J --- / '/ 1!:S z u i= ::- ::..-- :: =- -=---=- -=-- -=- -;:_ -_ --...J -1 FLL PROFLE FOLLOWS FDEP AZMUTH -2-L---L------L--L---L -2 7' 4' 3' 2' 1 ' ' TYPCAL 7' BERM PROFLE SEE PLATES FOR NORTH REDNGTON SHORES FLL GENERAL CSXs 1. ELEVATONS ARE N FEET AND REFERENCE NORTH AMERCAN VERTCAL DATUM, GRAPHC SCALES 1988 (NAVD88). 2. ALL ELEVATONS ARE ABOVE REFERENCE PLANE UNLESS PROCEEDED BY A(-) SGN. HORZONTAL 3. HORZONTAL DSTANCES ARE SEAWARD FROM FDEP R-MONUMENT. ' ' 1' 4. THE MHW AND MLW LNES SHOWN ON PROFLES ARE FROM NOAA TDE STATON VERTCAL ' ' 1' USNG THE CURRENT TDAL EPOCH (83-1 ). FLE NAMEa DWNBYt NOT FOR CONSTRUCTON PSK1 O-C-PRshl13.dgn 6% PLAN DRAWNGS DATED: DSN 8Y1 FEBRUARY 211 BEACH NOURSHMENT US Ar)' Corpa SCALE1 CKD BYa of Englnee,.. TYPCAL FLL PROFLES.Jacbonvllte District JACKSONVLLE, FLORDA B.N.H. R-91 (9' BERM) & R-1 (7' BERM) OF 33

15 PERMT # o o R6 (BEGN FLL) J.J _L_L_L-LL+-Li-i L-L.JLr.J-L_Li Li_i_LJ-L4 1,' 9' 8' 7' 6' ' 4' 3' 2' 1' FLL DENSTY=.6 CY/L F ' 8' 7' 6' ' 4' 3' 2' 1' FLL DENSTY = 9.8 CY/LF / / / / ' 8' 7' 6' ' 4' 3' 2' 1' 1 1 R8 1 1 FLL DENSTY= 31.8 CY/LF :=::-.== :.::. -=-::..--.:===-=.--.:=:...=.--:.=.- - -:.:=-.:: ,' 9' 8' 7' 6' -2 ' 4' 3' 2' 1' 1. SEE PLATE 12 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. GRAPHC SCALES 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP ' ' 1' HORZONTAL AZMUTH. ' ' 1' VERTCAL FLE HAMEl DWNBY1 NOT FOR CONSTRUCTON PSK11-C-PRsht14.dgn 6% PLAN DRAWNGS DATED: DSN ava FEBRUARY 211 BEACH NOURSHMENT US Ary Corps SCALEa CKD BYa of Engineers BEACH FLL PROFLES.Jacksonville Dlstrtct JACKSONVLLE, FLORDA B.N.H. R6 R8 (18-FOOT BERM) OF 33

16 PERMT # R9 FLL PROFLE FOLLOWS SURVEY AZMUTH (29' N) 1 1 FLL DENSTY= 72.9 CYLF ,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 R-6 1 FLL PROFLE FOLLOWS SURVEY AZMUTH (29' N) 1 1 FLL DENSTY= 74.4 CY/LF ' 8' 7' 6' ' 4' 3' 2' 1' ' R FLL DENSTY = 83.2 CY/LF ' 8' 7' 6' ' 4' 3' 2' 1' 1 1 R FLL DENSTY= 6.3 CY/LF -1 _, _, ro o -1 OUJ ,' 9' 8' 7' 6' ' 4' 3' 2' 1' LAE!OES: gbahg CA.E 1. SEE PLATE 12 FOR GENERAL NOTES AND CROSS-SECTON LEGEND.,.,. ' 1" HORZONTAL 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP.... VERTCAL 1" AZMUTH. FLE NAMEa DWNBYt NOT FOR CONSTRUCTON PSK11-C-PRsht1.dgn 6% PLAN DRAWNGS DATED: DSN 8Yt FEBRUARY 211 BEACH NOURSHMENT US Ar,- Corpa SCAL 1 CKD BY1 ofenglnee,.. BEACH FLL PROFLES J cksonvllle Dlatrtct JACKSONVLLE. FLORDA B.N.H. R9 R-62 (18-FOOT BERM) OF 33

17 PERMJT :it o o 1 1 R-63 1 FLL DENSTY = 2.6 CY/LF ' 8' 7' 6' ' 4' 3' -2 2' 1' 1 R-64 FLL DENSTY= 4.2 CY/LF ' 8' 7' 6' ' 4' 3' 2' 1' 1 R-6 FLL PROFLE FOLLOWS SURVEY AZMUTH (28' N) FLL DENSTY= 46.3 CY/LF TP-2 (END FLL AND BEGN TAPER WTH 1 ON SLOPE TO MATCH EXSTNG) FLL DENSTY= 66.9 CY/LF ' 8' 7' 6' ' 4' 3' 2' 1' GRAPHC SCALES 1. SEE PLATE 12 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL ' SO' 1' 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP VERTCAL ' ' 1' AZMUTH. FLE NAMEa DWNBY1 NOT FOR CONSTRUCTON PSK11-C-PRsht16.dgn 6% PLAN DRAWNGS DATED: DSN BY1 FEBRUARY 211 BEACH NOURSHMENT US Ary Corps SCALEt CKDBY1 ofengln..ra BEACH FLL PROFLES.Jacksonville Dlatrlct JACKSONVLLE, FLORDA B.N.H. R-63 TP-2 (18-FOOT BERM) OF 33

18 PERMT # o1 1 1 NO FLL- BEGN BELLEAR SHORES GAP ' 8' 7' 6' ' 4' 3' 2' 1' 1 1 NO FLL - BELLEAR SHORES GAP ; ,- / :1/ ' ' 8' 7' 6' ' 4' 3' 2' 1' == - _:: :::-:...:.: ' 8' 7' 6' ' 4' 3' 2' 1' <' ' 8' 7' 6' ' 4' 3' 2' 1'!LAE!!OES:!iB.A!HU:i GAL; 1. SEE PLATE 12 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. ' ' 1' HORZONTAL 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP ' ',.. VERTCAL AZMUTH. FLE NAMEJ DWNBY1 NOT FOR CONSTRUCTON PSK-C-PRsh117.dgn 6% PLAN DRAWNGS DATED: DSN 8Y1 ([ZJ) FEBRUARY 211 J.W.L. BEACH NOURSHMENT US Ary Corps ofengln..,. J cksonv1ue Dlatrtct JACKSONVLLE. FLORDA SCALE CKDBY B.N.H. BEACH FLL PROFLES R-66 & R-69 (NO BERM) OF 33

19 PERMT # :: :::::. :../ -.-' '/.-'...,,... _, /'.,.. ""::: - (.) -' ' 8' 7' 6' ' 4' 3' 2' 1' ' -::::::: &--: ' 8' 7' 6' ' 4' 3' 2' 1' GMPHC SCALES 1. SEE PLATE 12 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL SLO'-L.-L-.L' J' 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP,. 1' VERTCAL AZMUTH. FLE HAMEr DWN BY1 NOT FOR CONSTRUCTON PSK11 -C-PRsht18.dgn 6% PLAN DRAWNGS DATED: DSN 8Yr FEBRUARY 211 BEACH NOURSHMENT US Ary Corps SCALEa CKDBY ofengln_,. BEACH FLL PROFLES.J ck.aonvllle District JACKSONVLLE, FLORDA B.N.H. R-7 & R-71 (NO BERM) OF33 1

20 PERMT # o o 1 1 RESUME EARTHWORK 84' NORTH, PROR TO R-71A FLL DENSTY= 12.2 CYLF FLL DENSTY= 46.3 CYLF _:;- - -=- ::::.-...:.. 9' 8' 7' 6' ' 4' 3' 2' 1' 1 1 FLL PROFLE FOLLOWS SURVEY AZMUTH (28 N) FLL DENSTY= 19.6 CY/LF..J () ::J () "' -1-1 :::::=- ':..- ::::::- :. ::' =- =-- :::::::::- :::;_- :=--.:..: =-:;_:r:;:: ' 8' 7' 6' ' 4' 3' 2' 1' 1 FLL DENSTY= 11.1 CY/LF ' 8' 7' 6' ' 4' 3' 2' 1' 1. SEE PLATE 12 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP AZMUTH. JJ US Ary Corps of Engineers.J cksonvllle Dlatrlct NOT FOR CONSTRUCTON 6% PLAN DRAWNGS JACKSONVLLE, FLORDA FLE NAMEa PSK11-C-PRsht19.dgn DATED: FEBRUARY 211 SCALEa DWN BYt DSN 8Yt CKD BY1 B.N.H. BEACH NOURSHMENT 211 BEACH FLL PROFLES R-71A TO R-74 {12 BERM) gb.afh AL!; HORZONTAL ''-..,, VERTCAL ' ' 19 1 _, ' 1' OF33

21 PERMT =tf o 1 FLL DENSTY= 11.2 CY/LF 1 --' u :::J u -1 "' ' 7' 6' -2 ' 4' 3' 2' 1' 1 FLL DENSTY= 13. CY/LF 1 _4-",... / ;;:,...=""""--"""'"""'"""'="";_;? ' 8' 7' 6' ' 4' 3' 2' 1' 1 FLL DENSTY =.4 CY/LF ' 8' 7' 6' ' 4' 3' 1 1 FLL DENSTY =.8 CY/LF ' 8' 7' 6' 1. SEE PLATE 12 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP AZMUTH. US Ary Corps ofengln..re J cksonviue District NOT FOR CONSTRUCTON 6% PLAN DRAWNGS JACKSONVLLE, FLORDA FLE NAME PSK11-C-PRshl2.dgn DATED: FEBRUARY 211 SCALE ' 4' 3' 2' 1' DWNBY1 DSN BY1 CKDBY1 B.N.H. GRAPHC SCALES HORZONTAL ' L_L_,L..,L _'_.JlOO' VERTCAL ' 1' BEACH NOURSHMENT BEACH FLL PROFLES R-7 TO R-78 (12' BERM) OF33

22 PERMit# FLL DENSilY = 6.8 CY/LF ' 8' 7' 6' ' 4' 3' 2' 1' 1 1 SOUTH LMT OF NORTHERN PHASE 1 FLL DENSTY= 14.2 CY/LF -' u ::J D -1 u ' 8' 7' 6' ' 4' 3' 2' 1' 1 1 TP FLL DENSilY = 3. CY/LF -' u -1 CD u -1 9' 8' 7' 6' ' 4' 3' 2' 1' 1 1 R-81 END 12' BERM AND BEGN TRANSTON T9' BERM FLL DENSilY = 27.1 CYLF ' u CD u ,' 9' 8' 7' 6' ' 4' 3' 2' 1' ' ' 1' 1. SEE PLATE 12 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP VERTlCAJ... ' ' AZMUTH. "' FLE NAME! DWNBY1 NOT FOR CONSTRUCTON PSK11-C-PRsht21.dgn PNELLAS COUNlY, FLORDA 6% PLAN DRAWNGS DATED: DSN 8Y1 ([ZJ) FEBRUARY 211 BEACH NOURSHMENT US Ary Corp CALE CKDBY of EnglneeB BEACH FLL PROFLES J cbonvllle Dlatrlct JACKSONVLLE. FLORDA B.N.H. R-79 TO R-81 (12' BERM) OF 33-2 GRAPHC SCALES

23 PERMH it o o BEGN 9' BERM 1 9' 1 FLL DENSTY= 4.7 CY/LF ,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 1 R 83 9' END AREA= 3.4 SF 1 1 -' ::J -1 "' ,' 9' 8' 7' 6' ' 4' 3' 2' 1' FLL DENSTY= 1.9 CY/LF -1 _..,_-=-= --= - = ' 8' 7' 6' ' 4' 3' 2' 1 1 R FLL DENSTY= 17.1 CY/LF LL+-LLL,_LJ-L-L-+LJ_L+-LL_L-LLJ-rLLJ--LL+-L-L+ 1,' 9' 8' 7' 6' ' 4' 3' 2' 1' GRAPHC SCALES 1. SEE PLATE 13 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL ' ' 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP VERTCAL ' ' AZMUTH. FLE HAMEl DWN BY1 NOT FOR CONSTRUCTON PSK11-C-PRsht22.dgn 6% PLAN DRAWNGS [Z]J US Ary Corps ofenaln..n J cksonviue Dlatrlet JACKSONVLLE, FLORDA DATED: FEBRUARY 211 SCALE DSN BY1 CKDBY B.N.H. BEACH NOURSHMENT 211 BEACH FLL PROFLES R-82 TO R-8 (9' BERM) 22 1' OF 33

24 PERMT # R-86 -= :::: :,:::... FLL DENSTY= 2.7 CY/LF 9' 1 --' (.) UJ ::J (.) "' ,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 1 9' R FLL DENSTY=.2 CY/LF --' (.) UJ ::J "' (.) -1 = ' 8' 7' 6' ' 4' 3' 2' 1' 1 1 9' 1 1 FLL DENSTY= 1.6 CY/LF --' (.) UJ ::J (.) "' ' 8' 7' 6' ' 4' 3' 2' 1' 1 1 9' 1 1 FLL DENSTY= 3.6 CY/LF (.) ' (.) UJ ::J "' 9' 8' 7' 6' ' 4' 3' 2' 1' LA:rE HO:ES: B.Aetll ALil ' ' 1' 1. SEE PLATE 13 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP VERTCAL ' ' 1' AZMUTH. FLE HAMEl DWN BY1 NOT FOR CONSTRUCTON PSK11-C-PRsht23.dgn 6% PLAN DRAWNGS DATED: DSN BY1 FEBRUARY 211 BEACH NOURSHMENT US Ary Corpa SCALEr CKDBY of Engineers JACKSONVLLE DSTRCT, CORPS OF ENG NEERS BEACH FLL PROFLES J ekaonvllle Dlatrlct JACKSONVLLE, FLORDA B.N.H. R-86 TO R-89 (9' BERM) OF 33

25 PERMT =ftf R-9 FLL PROFLE FOLLOWS SURVEY AZMUTH (2' N) FLL DENSTY= 1.1 CY/LF 9' =--.-::- / ,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 R-91 9' FLL DENSTY= 4.6 CY/LF = =-- -' (.) ::J (.) -1 "' ,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 R-92 9' 1 1 FLL DENSTY= 1.6 CY/LF 1-1 -' (.) ::J "' (.) ' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 1 R FLL DENSTY= 2. CYLF : -2 1,' 9' 8' 7' 6' ' 4' 3' 2' 1' '!LA:E HQ:E&; BA!tll l!ialj; 1. SEE PLATE 13 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP VERTCAL ' ' AZMUTH. ' ' 1' "' US Ary Corp ofengl,...,...j cksonvllle Dlatrtct NOT FOR CONSTRUCTON 6% PLAN DRAWNGS JACKSONVLLE. FLORDA FLE NAMEJ PSK11 -C-PRshl24.dgn DATED: FEBRUARY 211 SCALEa DWNBYr DBN BY J.W.l. CKDBY B.N.H. BEACH NOURSHMENT 211 BEACH FLL PROFLES R-9 TO R-93 (9' BERM) 24 OF 33

26 PERMT=: R-94 9' 1 1 FLL DENSTY=.1 CY/LF o_L_L-L-+-l_L+-_L-L-LL+_L-L+o 1,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 R-9 9' 1 1 FLL DENSTY= 1. CY/LF L+--L+--L+-L--L+-L--L+-L_-L+-L LL LL LL_-+O 1,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 T-96 9' 1 1 FLL DENSTY = 14.3 CY/LF 1 /...J 1ll u ' 8' 7' 6' 1 R END 9' BERM AND BEGN TRANSTON T4'BERM 1 FLL DENSTY= 12.3 CY/LF ' 8' 7' 6' ' GRAPHC SCALES 1. SEE PLATE 13 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL ' 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP VERTCAL ' s AZMUTH. ' 1' US Ary Corps ofeneln..n J cksonviue District NOT FOR CONSTRUCTON 6% PLAN DRAWNGS f--d- E_P_A_ R_T_M_E_N_ T_O_F_ T_H_E_ A_R_M_Y- JACKSONVLLE. FLORDA FLE HAMEl PSK11-c-PRht2. dgn DATED: FEBRUARY 211 SCALE OWN BY DSN BYa CKDBY B.N.H. BEACH NOURSHMENT 211 BEACH FLL PROFLES R-94 TO R-97 (9' BERM) 2 OF 33

27 PfRM'l it R-97A 8' 1 1 FLL DENSTY = 7.8 CY/LF -1-1 ::J (.) "' -1 _J (.) -2 1,' 9' 8' 7' 6' ' 4' 3' 2' 1' +-''-'--'--L_L_J L_J L_L_L_J_LJ_J L_J u R-98 7' FLL DENSTY= 2. CY/LF -1 - _J (.) ::J (.) "' ,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 1 7' 1 1 END AREA = 7. SF =.-::..:-...:.-.:::-...:: t=-ll-l-'-'---.l-l..l.l...o...l_j_.ljll..l.l_l.l_._l.l-llj_l..l...l-'-l...o'-'-..l.l_-l-'-'-_l_lj_l+-2 1.ooo 9oo 8oo 7oo 6oo oo 4oo 3oo 2oo 1 oo o 1 1 R-99 6' 1 1 FLL DENSTY= 1.2 CY/LF -1 _J (.) (.) "' _LJ LJ LJ L_LL_J_L_LL_J_L_LL_J_L_LL_J_L_L-A-L_L-+-2 1,' 9' 8' 7' 6' ' 4' 3' 2' 1' GRAPHC SCALES 1. SEE PLATE 13 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL 1 'L-L-L-_L, 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP VERTCAl. ' ' 1' AZMUTH. US Ary Corps ofenll""'*.j cksonvlll Dl trlct NOT FOR CONSTRUCTON 6% PLAN DRAWNGS JACKSONV1LLE DSTRCT, CORPS OF ENGNEERS JACKSONVLLE, FLORDA FLE NAME! PSK11-G-PRshl26.d9n DATED: FEBRUARY 211 SCALE DWNBY1 DSN 8Y1 J.W.L. CKDBY1 B.N.H. BEACH NOURSHMENT 211 BEACH FLL PROFLES R 97A TO R-99 (6' 8' BERM) 26 OF 33

28 PERMT if l FLL DENSTY = 19.8 CY/LF.:. -=- --::...-_---_ -_ ,' 9' 8' 7' 6' ' 4' 3' 2' 1' =- = _> / - / ';/'.::-..,... / _... / ft _ o 1 1,_ b '<--- / ffil ' -2 8' 7' 6' ' 4' 3' 2' 1' GRAPHC SCALES 1. SEE PLATE 13 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL L_L_L '.L J OO' 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP VERTCAL ' ' 1' AZMUTH. J US Ary Corps ofengln..,..jacksonville DJ trlct NOT FOR CONSTRUCTON 6% PLAN DRAWNGS JACKSONVLLE. FLORDA FLE NAMEJ PSK11-G-PRshl27.dgn DATED: FEBRUARY 211 SCALEt DWNBYt DSN BY1 CKD BY1 B.N.H. BEACH NOURSHMENT 211 BEACH FLL PROFLES R-99A TO T-1 (4'' BERM) 27 OF 33

29 . ffrt-att # R-11 END 4' BERM AND BEGN TRANSTON TO 6' BERM PROFLE FOLLOWS SURVEY AZMUTH (24' N) ,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 1 R-11A BEGN 6' BERM _J..J DU u ' 8' 7' 6' ' 4' 3' 2' 1' 1 1 R-12 PROFLE FOLLOWS SURVEY AZMUTH (24' N) 1 1 FLL DENSTY = 1. CY/LF R-13 6' FLL DENSTY = 2.8 CY/LF L_L_L_LL+-L-r-L;--L-L-L-L-L-LJLWU-rLJ+ 1,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1. SEE PLATE 13 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP AZMUTH. US Ary Corps of Engineers J cksonvllte District NOT FOR CONSTRUCTON 6% PLAN DRAWNGS JACKSONV!LLE DSTRCT, CORPS OF ENGNEERS JACKSONVLLE, FLORDA FLE NAME PSK11-G-PRsht28.dgn DATED: FEBRUARY 211 SCALE DWNBYt DSN ayt CKD BY1 B.N.H. BEACH NOURSHMENT 211 BEACH FLL PROFLES R-1 1 TO R-1 3 (6' BERM) GRAPHC SCALES HORiZONTAl ' Sf! 1' VERTCAL ' ' 1' 28 OF 33

30 1 1 R-13A END 6' BERM AND BEGN TRANSTON T7' BERM PERMT # o o 1 1 6' 1 FLL DENSTY= 2. CY/LF FLL DENSTY= 1.8 CY/LF : _, 9" 8' 7' 6' ' 4' FLL DENSTY= 21.4 CYLF FLL DENSTY =.6 CY/LF --'--' alu UUJ _L_L_L_L_Li_-ri L_LJ l_l_l_l-r-l-+-2 1,' 9' 8' 7' 6' ' 4' 3' 2' 1' GMPHC SCALES 1. SEE PLATE 13 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL ' ' 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP VERTCAL AZMUTH. 1" US Ary Corps of Engineers Jacksonville Dlatrtet NOT FOR CONSTRUCTON 6% PLAN DRAWNGS 1--D- E_P_A_R_T_M_E_N_T_O_F_T_H_E_A_R_M_Y- JACKSONVLLE, FLORDA FLE NAMEs PSK11-C-PRsht29.dgn DATED: l FEBRUARY 211 SCALE DWNBY1 DSN BYr CKD BY B.N.H. BEACH NOURSHMENT 211 BEACH FLL PROFLES T 13A TO T-1 (7' BERM) 29 OF 33

31 1 1 T-16 PERMT = o o FLL DENSTY= 13.6 CY/LF _-= ;; :; -:.---- =...--:..--..;:::. = ---.::...:- _ -2 1.' 9' 8' 7' 6' -' -1 () "' -2 ' 4' 3' 2' 1' FLL DENSTY= 22. CY/LF ,' 9' 8' 7' 6' ' 4' 3' 2' 1' 1 1 R-17 (END FLL) FLL DENSTY = 1.4 CY/LF ::;.:- ;., _-...:.:.; =-..._ - r - 9' 8' 7' 6' ' 4' 3' 2' GRAPHC SCALES 1. SEE PLATE 13 FOR GENERAL NOTES AND CROSS-SECTON LEGEND. HORZONTAL 'l_l_l "' L JlOO" 2. F OTHERWSE NOTED, THE HORZONTAL DSTANCES FOLLOW FDEP VERTCAL AZMUTH. FLE HAMEr DWN BYr NOT FOR CONSTRUCTON PSK11-G-PRsht3.dgn 6% PLAN DRAWNGS DATED: DSN BYa FEBRUARY 211 BEACH NOURSHMENT 211 US Ary Corps ofengln"rs J cksonvtlt. Dl.atrfct JACKSONVLLE. FLORDA SCALE1 CKDBYr B.N.H. BEACH FLL PROFLES R-16 TO R-17 (7' BERM) 3,. OF33

32 /./ GULF OF MEXCO 1._. j c::=j c::=j c=j 1 L-##. AREAL NVESTGATON BOUNDARY AREA CUT AREA LMTS WTHN BORROW STE "AREA-L" POSSBLE/SCATTERED HARDBOTTOM 2 METER CULTURAL RESOURCE BUFFER 4 FT HARDBOTTOM BUFFER 29 CPE VBRACORES 29 MAGNETC ANOMALES 29 EXSTNG CONTOURS CUT AREA COORDNATE PONT Y= GRAPHC SCALE 6' 1. GENERAL NOTES AND LEGEND PROVDED ON PLATE 3 DOES NOT APPLY TO THS PLATE. 2. THE PLANE COORDNATES SHOWN HEREON ARE BASED ON THE FLORDA STATE PLANE WEST COORDNATE SYSTEM (92) AND REFERENCED TO THE NORTH AMERCAN DATUM OF 1983 (NAD83). 3. ELEVATONS SHOWN HEREON ARE N FEET AND BASED ON NORTH AMERCAN VERTCAL DATUM OF 1998 (NAVD88). 4. CONTOURS, HARD BOTTOM, SOLATED OBJECTS, AND CORE LOCATONS ARE FROM "Geophysical and Geotechnical nvestigations To lndentify Sand Resources for Beach Nourishent on Sand Key, Pinellas County, Florida" REPORT DATED DECEMBER 29 & PREPARED BY CPE. THE BORROW AREA DESGN WAS UPDATED N "Cut Revisions for Pinellas County Sand Key Borro AreaL" REPORT DATED JANUARY 26, 21 & PREPARED BY CPE. 6. THE L-1 MAGNETC ANOMALY WAS DENTFED AS "FSH/CRAB TRAPS, PPES, CABLE OR SMALL BOAT ANCHORS" N THE "Sand Key Suberged Cultural Resources SuNey, Offshore Sand Key, Pinellas County, Florida, 21" REPORT DATED 3 MARCH 21 & PREPARED BY CPE. 6' 12' CUT AREA COORDNATES PON X y PON X y 1. 31,82.9 1,322, , ,321, , ,323, , ,321, , ,322, , ,321, , ,322, , ,322, , ,322, , ,321, ,8.24 1,322, , ,32, , ,321, , ,32, , ,319, ,7.13 1,318, , ,319, , ,319, , ,319, ,37.6 1,319,62.41 N N ('") N US Ary Corps ofengln..,...l cksonvllle Dlatrtct NOT FOR CONSTRUCTON 6% PLAN DRAWNGS JACKSONVLLE, FLORDA FLE NAME1 PSK1-G-NGsht31.dgn DATED: FEBRUARY 211 CALE1 DWN BY1 DSN BY1 B.U.N. CKDBY B.U.N. BEACH NOURSHMENT 211 PLAN VEW BORROW STE "AREA-L" 31 OF 33

33 )>.. (/) (/)!;; - z :z.. " ; n z z!l' ;" CD c c O :a:: z (j) o_ U 1"'-t O G) -,. :z ' "' n:a Ul,. z n...r: ) - z., "' CD n -on :1: zi zrni3 (1) Czno rn 2hd zo :1: :11:::;/Ẕ l i::,;j -< :<J"O -t 2 (') -l.... ' r!'!' N - = Cl -48 ẕ z LEGEND SAND(SP) E:::3 - SAND (SW) Gil - SAND W/ SLT (SP-SM) [ll] SL TV ROCK FRAGMENTS (GM) CJ- ROCK FRAGMENTS W/ SAND (GW) Ulll SAND W/ SLT (SW-SM) - - < % FNES PASS THE #23 SEVE a SL TV SAND (SM) CJ- > % TO 1 % FNES PASS THE llz?2l- CLAY (CL) #23 SEVE -6 -J--L--LL--L--_L_J L_-L--L-_J--L--LL-_J L_ BORROW STE "AREA-L"" WESTERN SECTON DSTANCE N FEET 1. GENERAL NOTES AND LEGEND PROVDED ON PLATE 3 DOES NOT APPLY TO THS PLATE. 2. ELEVATONS SHOWN HEREON ARE N FEET AND BASED ON NORTH AMERCAN VERTCAL DATUM OF 1998 (NAVD88). DEPTHS ARE NTERPRETED AS FEET BELOW DATUM...---r-- "'\... /1 /\ ( \1 3. CONTOURS, HARD BOTTOM, SOLATED OBJECTS, AND CORE LOCATONS ARE FROM "Geophysical and Geotechnical nvestigations To lndentify Sand Resources for Beach Nourishent on Sand Key, Pinellas County, Florida" REPORT DATED DECEMBER 29 & PREPARED BY CPE. 4. THE BORROW AREA DESGN WAS UPDATED N "Cut Revisions for Pinellas County Sand Key Borro AreaL" REPORT DATED JANUARY 26, 21 & PREPARED BY CPE.. BORNGS ARE WTHN FEET SPACNG OF SECTONAL VEW = Cl ẕ z j:... f-1 ') C)

34 "' ili - '' fj 12 "' z " GO.,.,o Q o "' ::ll zs CZ 11 :i :E:: = o -n -C )> ::t> Z(') ;o Q iii s:: Ul() -< z >.. (/)!:.,!: " (/) 3!.. ll.. n ' '?;o > z 3! %1!' N s: "' :::r "'. "" :J n.. ll (... z.". " ; z c r,. ll ( n -co ::a :z: z:: ::ll::a zo zrn c::e o,.(/)2? -. Ul Czoo o_ r- 2!!ag O c:. ;; i::,:u (')::ll Ul -<si2 z ;u-c (') -t e r: N (") a z... ""., "', "',. -t [! -38 r , co co Q z z i= / c.) l{) > () co \... a> Q_ > -44 () \ Q_ c.) l{) 9 > (") () >..._ '-... -co co..._ --- _..._ "' -46 Q c.) > ' ' PROPOSED LMTS OF CUT "' 9 N () <D \ LEGEND r::;:j- SAND (SP) 1Z::1 E:3 - SAND (SW) r:; - SAND W/ SLT (SP-SM) WD - SAND W/ SLT (SW-SM) c::::j D SLTY SAND (SM) - CLAYEY SAND (SC) SHELL (SH) - - < % FNES PASS THE #23 SEVE > % TO 1% FNES PASS THE #23 SEVE..- > 1% FNES PASS THE #23 SEVE 8-L--L--L---L--L----L--L--L-L--L--J BORROW STE "AREA-L"" EASTERN SECTON DSTANCE N FEET N "' "' + 6+ '...,_ 9 "'/ SJ / \ () Q_ / 1(_ \ 1\ "'-.. () 1\ r " J \ " - Q_ z ""/\ \J -48 z ' " '..,, i= " <( "" : 1. GENERAL NOTES AND LEGEND PROVDED ON PLATE 3 DOES NOT APPLY TO THS PLATE. 2. ELEVATONS SHOWN HEREON ARE N FEET AND BASED ON NORTH AMERCAN VERTCAL DATUM OF 1998 (NAVD88). DEPTHS ARE NTERPRETED AS FEET BELOW DATUM. 3. CONTOURS, HARD BOTTOM, SOLATED OBJECTS, AND CORE LOCATONS ARE FROM "Geophysical and Geotechnical nvestigations To lndentify Sand Resources for Beach Nourishent on Sand Key, Pinellas County, Florida" REPORT DATED DECEMBER 29 & PREPARED BY CPE. 4. THE BORROW AREA DESGN WAS UPDATED N "Cut Revisions for Pinellas County Sand Key Borro AreaL" REPORT DATED JANUARY 26, 21 & PREPARED BY CPE.. BORNGS ARE WTHN FEET SPACNG OF SECTONAL VEW. >

t- 1'_, ~"ll ca ta no PORTS PIER 3 EAST & WEST AND PIER 4 WEST AUTHORITY ~~}.- c lo LOCATION AND VICINITY MAP ' * ' LIC NUM 13.

t- 1'_, ~ll ca ta no PORTS PIER 3 EAST & WEST AND PIER 4 WEST AUTHORITY ~~}.- c lo LOCATION AND VICINITY MAP ' * ' LIC NUM 13. Al B c:umr c-------lo SAN JUAN HARBOR ODMDS A Tl.ANTC OCEAN ARECBO P UERTO DORADO R C O.. e BAYAMON LOCATON OF WORK HUMACAO CARBBEAN SEA LOCATON MAP NOT TO SCALE ATLANTC OCEAN PER3 PER4 PAN AMERCAN DOCKS

More information

'!' CORDOVA BRANDON GREEN

'!' CORDOVA BRANDON GREEN STERLNG HWY FOREST SERVCE- REGON TEN CHUGACH NATONAL FOREST CORDOVA RANGER DSTRCT PLANS FOR PROPOSED CONSTRUCTON SAND ROAD TRAL PARKNG AREA LEGAL DESCRPTON T. 16 S., R. 2 W., COPPER RVER MERDAN SHEET NDEX

More information

NWP of 14 Enclosure

NWP of 14 Enclosure NWP-215-391 1 of 14 Enclosre NWP-215-391 2 of 14 Enclosre NWP-215-391 3 of 14 Enclosre NWP-215-391 4 of 14 Enclosre NWP-215-391 5 of 14 Enclosre NWP-215-391 6 of 14 Enclosre NWP-215-391 7 of 14 Enclosre

More information

CENTRAL PALM BEACH COUNTY COMPREHENSIVE EROSION CONTROL PROJECT REFORMULATED SHORE PROTECTION ALTERNATIVES

CENTRAL PALM BEACH COUNTY COMPREHENSIVE EROSION CONTROL PROJECT REFORMULATED SHORE PROTECTION ALTERNATIVES CENTRAL PALM BEACH COUNTY COMPREHENSVE EROSON CONTROL PROJECT REFORMULATED SHORE PROTECTON ALTERNATVES PREPARED FOR: PALM BEACH COUNTY PREPARED BY: COASTAL PLANNNG & ENGNEERNG, NC. June 213 CENTRAL PALM

More information

S TREET (TO DADE ) BE IMPROVED. 96.3' - -, I I i---- , so. a - - r- - r - so. o, LOT 1 LOT 2 POND T.O.B (() I 100.0' I I LOT 3 !

S TREET (TO DADE ) BE IMPROVED. 96.3' - -, I I i---- , so. a - - r- - r - so. o, LOT 1 LOT 2 POND T.O.B (() I 100.0' I I LOT 3 ! - F - r-=-::--;;m11s.. THTHESE DRAWNGS CONSTRUCTON OTE: TD SOllE BE CONS DETAllS TYPCAL DH PlANS. AND NLY - NTT FOR PERMT OR El NOT BE R :tt eecce lll""' FAMLAR,_ EASBLJTY O.,."',_"'.,.. "' CTRONA DRVE

More information

Beach Nourishment Impact on Beach Safety and Surfing in the North Reach of Brevard County, Florida

Beach Nourishment Impact on Beach Safety and Surfing in the North Reach of Brevard County, Florida Beach Nourishment Impact on Beach Safety and Surfing in the North Reach of Brevard County, Florida Prepared by John Hearin, Ph.D. Coastal Engineering Vice Chairman Cocoa Beach Chapter Port Canaveral Patrick

More information

Beach Renourishment in Jacksonville

Beach Renourishment in Jacksonville Beach Renourishment in Jacksonville Kevin Bodge, PhD, P.E. - Olsen Associates, Inc. 1978 Oct 2004 2000 2016 2011 Oct 2016 Coastal Duval County, FL Nassau Sound Blount Island Ft. George Inlet St. Johns

More information

Atlantic Coast of Long Island, Jones Inlet to East Rockaway Inlet, Long Beach Island, NY Construction Update

Atlantic Coast of Long Island, Jones Inlet to East Rockaway Inlet, Long Beach Island, NY Construction Update Atlantic Coast of Long Island, Jones Inlet to East Rockaway Inlet, Long Beach Island, NY Construction Update June 2016 US Army Corps of Engineers Project Purpose Three specific damage mechanisms of coastal

More information

ATLANTIC COAST OF LONG ISLAND, JONES INLET TO EAST ROCKAWAY INLET, LONG BEACH ISLAND, NY. Contract #2 Construction Scope. April 18th-19th 2018

ATLANTIC COAST OF LONG ISLAND, JONES INLET TO EAST ROCKAWAY INLET, LONG BEACH ISLAND, NY. Contract #2 Construction Scope. April 18th-19th 2018 ATLANTIC COAST OF LONG ISLAND, JONES INLET TO EAST ROCKAWAY INLET, LONG BEACH ISLAND, NY Contract #2 Construction Scope April 18th-19th 2018 New York District PLAN COMPONENTS Length of Beachfill 35,000

More information

Florida Department of Environmental Protection Marjory Stoneman Douglas Building

Florida Department of Environmental Protection Marjory Stoneman Douglas Building Florida Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 Charlie Crist Governor Jeff Kottkamp Lt. Governor Michael W.

More information

Volume and Shoreline Changes along Pinellas County Beaches during Tropical Storm Debby

Volume and Shoreline Changes along Pinellas County Beaches during Tropical Storm Debby Volume and Shoreline Changes along Pinellas County Beaches during Tropical Storm Debby Ping Wang and Tiffany M. Roberts Coastal Research Laboratory University of South Florida July 24, 2012 Introduction

More information

ST. LUCIE COUNTY, FLORIDA

ST. LUCIE COUNTY, FLORIDA ST. LUCIE COUNTY, FLORIDA COASTAL STORM RISK MANAGEMENT STUDY Draft Feasibility Study & Integrated Environmental Assessment Public Meeting Presented by U.S. Army Corps of Engineers Jacksonville District

More information

CHAPTER 281 INFLUENCE OF NEARSHORE HARDBOTTOM ON REGIONAL SEDIMENT TRANSPORT

CHAPTER 281 INFLUENCE OF NEARSHORE HARDBOTTOM ON REGIONAL SEDIMENT TRANSPORT CHAPTER 281 INFLUENCE OF NEARSHORE HARDBOTTOM ON REGIONAL SEDIMENT TRANSPORT Paul C.-P. Lin, Ph.D., P.E. 1 and R. Harvey Sasso, P.E. 2 ABSTRACT The influence of nearshore hardbottom on longshore and cross-shore

More information

Dare County Nourishment Project Town of Duck

Dare County Nourishment Project Town of Duck Dare County Nourishment Project Town of Duck Julien Devisse, P.E. and Ken Willson CB&I / Coastal Planning & Engineering of North Carolina, Inc. February 15, 2017 A World of Solutions Outline Background

More information

North Shore of Long Island, Feasibility Study

North Shore of Long Island, Feasibility Study North Shore of Long Island, Asharoken New York Asharoken, Feasibility Study Asharoken, NY Public Meeting June 30, 2015 US Army Corps of Engineers US Army Corps of Engineers New York BUILDING STRONG BUILDING

More information

Town of Duck, North Carolina

Town of Duck, North Carolina Tracking No. 00.00.2010 Erosion Mitigation And Shoreline Management Feasibility Study Town of Duck, North Carolina Coastal Planning & Engineering of North Carolina February 28, 2013 Ken Willson 1 Tracking

More information

Feasibility Report and Environmental Impact Statement. Coastal Storm Damage Reduction SURF CITY AND NORTH TOPSAIL BEACH, NORTH CAROLINA.

Feasibility Report and Environmental Impact Statement. Coastal Storm Damage Reduction SURF CITY AND NORTH TOPSAIL BEACH, NORTH CAROLINA. Feasibility Report and Environmental Impact Statement on Coastal Storm Damage Reduction SURF CITY AND NORTH TOPSAIL BEACH, NORTH CAROLINA Appendix H Correspondence Appendix H Correspondence This appendix

More information

FINAL ENVIRONMENTAL IMPACT STATEMENT ON BROWARD COUNTY SHORE PROTECTION PROJECT SEGMENTS II AND III BROWARD COUNTY, FLORIDA

FINAL ENVIRONMENTAL IMPACT STATEMENT ON BROWARD COUNTY SHORE PROTECTION PROJECT SEGMENTS II AND III BROWARD COUNTY, FLORIDA FINAL ENVIRONMENTAL IMPACT STATEMENT ON BROWARD COUNTY SHORE PROTECTION PROJECT SEGMENTS II AND III BROWARD COUNTY, FLORIDA 1. PROJECT PURPOSE AND NEED 1.1. PROJECT AUTHORITY. 1.1.1. INITIAL AUTHORIZATION.

More information

Long Term Success and Future Approach of the Captiva and Sanibel Islands Beach Renourishment Program

Long Term Success and Future Approach of the Captiva and Sanibel Islands Beach Renourishment Program 2017 National Conference on Beach Preservation Technology February 8-10, 2017; Stuart, Florida Long Term Success and Future Approach of the Captiva and Sanibel Islands Beach Renourishment Program Thomas

More information

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RICK SCOTT GOVERNOR CARLOS LOPEZ-CANTERA LT. GOVERNOR NORTHEAST DISTRICT 8800 BAYMEADOWS WAY WEST, SUITE 100 HERSCHEL T. VINYARD JR. JACKSONVILLE, FLORIDA

More information

J O I N T P U B L I C N O T I C E CHARLESTON DISTRICT, CORPS OF ENGINEERS 1949 INDUSTRIAL PARK ROAD, ROOM 140 CONWAY, SOUTH CAROLINA 29526

J O I N T P U B L I C N O T I C E CHARLESTON DISTRICT, CORPS OF ENGINEERS 1949 INDUSTRIAL PARK ROAD, ROOM 140 CONWAY, SOUTH CAROLINA 29526 J O N T P U B L C N O T C E CHARLESTON DSTRCT, CORPS OF ENGNEERS 1949 NDUSTRAL PARK ROAD, ROOM 140 CONWAY, SOUTH CAROLNA 29526 and THE S.C. DEPARTMENT OF HEALTH AND ENVRONMENTAL CONTROL Office of Ocean

More information

Performance of Upham Beach T-Groin Project and Its Impact to the Downdrift Beach

Performance of Upham Beach T-Groin Project and Its Impact to the Downdrift Beach Performance of Upham Beach T-Groin Project and Its Impact to the Downdrift Beach Progress Report for the Period of October 2008 to April 2009 Submitted by Ping Wang, Ph.D., and Tiffany M. Roberts Department

More information

VOLUME TRENDS NOVEMBER 1988 TRAVEL ON ALL ROADS AND STREETS IS FOR NOVEMBER 1988 AS COMPARED UP BY 3.4 PERCENT TO NOVEMBER 1987.

VOLUME TRENDS NOVEMBER 1988 TRAVEL ON ALL ROADS AND STREETS IS FOR NOVEMBER 1988 AS COMPARED UP BY 3.4 PERCENT TO NOVEMBER 1987. VOLUME U.S. Department of Transportation Federal Highway TRENDS NOVEMBER 1988 TRAVEL ON ALL ROADS AND STREETS S FOR NOVEMBER 1988 AS COMPARED UP BY 3.4 PERCENT TO NOVEMBER 1987. rr ALL DATA FOR THS MONTH

More information

Table 4. Volumetric Change Rates Pre-Project and Post-Project for the Town of Duck

Table 4. Volumetric Change Rates Pre-Project and Post-Project for the Town of Duck V. VOLUMETRIC CHANGES General Volumetric changes measured over the entire monitoring area for various time periods are provided in Table 4. The volume changes are given in terms of cubic yards/foot of

More information

Pneumatic level indicator Unitel

Pneumatic level indicator Unitel Pneumatc level ndcator Untel Reference ponter for easy consumpton montorng Zero correcton possble Page 28 pplcaton For contnuous level measurement n tanks contanng fuel ol, desel fuel and ranwater. For

More information

Oklahoma Corporation Commission Oil & Gas Conservation Division Post Office Box Oklahoma City, Oklahoma Rule 165:

Oklahoma Corporation Commission Oil & Gas Conservation Division Post Office Box Oklahoma City, Oklahoma Rule 165: Oklahoma Corporaton Commsson Ol & Gas Conservaton Dvson Post Offce Box 52000 Oklahoma Cty, Oklahoma 73152-2000 Rule 165: 10-3-25 Form 1002A AP No.: 35043231380001 OTC Prod. Unt No.: 043-205416 Completon

More information

Coastal Sediment Transport Modeling Ocean Beach & San Francisco Bight, CA

Coastal Sediment Transport Modeling Ocean Beach & San Francisco Bight, CA 1 Coastal Sediment Transport Modeling Ocean Beach & San Francisco Bight, CA Honghai Li and Lihwa Lin Engineering Research and Development Center U.S. Army Corps of Engineers Frank Wu, Lisa Andes, and James

More information

Construction and performance of six template groins at Hunting Island, South Carolina

Construction and performance of six template groins at Hunting Island, South Carolina Construction and performance of six template groins at Hunting Island, South Carolina By Steven B. Traynum Coastal Science & Engineering P.O. Box 8056, Columbia, SC 29202 straynum@coastalscience.com Timothy

More information

A Preliminary Review of Beach Profile and Hardbottom Interactions

A Preliminary Review of Beach Profile and Hardbottom Interactions A Preliminary Review of Beach Profile and Hardbottom Interactions Douglas W. Mann, P.E., D.CE. CB&I A World of Solutions Presentation Goal Lead to a better understanding of the challenges regarding the

More information

2, ELEMENTS IN THE ABOVE TYPICAL SECTION MAY BE DELETED WHERE THEY ARE NOT REQUIRED AND

2, ELEMENTS IN THE ABOVE TYPICAL SECTION MAY BE DELETED WHERE THEY ARE NOT REQUIRED AND ROAD EASEMENT (see NOTE 7) LL ot L ol l-lo 10' 't2' 12' 8 Fl(J 10' tl ot ol o- ûa BORDER OR SDEWALK (see NOTE 2) PARKNG (see NOTE 2) - 2k% \EHCLE ES (see NOTE 6 i q SEE NOTE 4 2%% + FNSHED GROUND L 5 1

More information

APPENDIX B ENGINEERING DESIGN AND COST ESTIMATES BROWARD COUNTY, FLORIDA SHORE PROTECTION PROJECT GENERAL REEVALUATION REPORT SEGMENT III

APPENDIX B ENGINEERING DESIGN AND COST ESTIMATES BROWARD COUNTY, FLORIDA SHORE PROTECTION PROJECT GENERAL REEVALUATION REPORT SEGMENT III APPENDIX B ENGINEERING DESIGN AND COST ESTIMATES BROWARD COUNTY, FLORIDA SHORE PROTECTION PROJECT GENERAL REEVALUATION REPORT SEGMENT III APPENDIX B ENGINEERING DESIGN AND COST ESTIMATES BROWARD COUNTY,

More information

Juneau Douglas Harbor

Juneau Douglas Harbor Juneau Douglas Harbor Douglas Harbor Page 2 of 8 Condition of Improvements 31 December 2015 Douglas Harbor, Alaska (CWIS No. 072789, 180942) Authorization Rivers and Harbors Act, 3 July 1958 (House Doc.

More information

CHAPTER 179. Performance of a Submerged Breakwater for Shore Protection

CHAPTER 179. Performance of a Submerged Breakwater for Shore Protection CHAPTER 179 Abstract Performance of a Submerged Breakwater for Shore Protection Albert E. Browder',A. Member, ASCE; Robert G. Dean 2, Member, ASCE; and Renjie Chen 3 A summary is presented of the results

More information

Town of Duck, North Carolina

Town of Duck, North Carolina Tracking No. 00.00.2010 Erosion Mitigation And Shoreline Management Feasibility Study Town of Duck, North Carolina Coastal Planning & Engineering of North Carolina August 15, 2012 Tom Jarrett Robert Neal

More information

SHORE PROTECTION AND HABITAT CREATION AT SHAMROCK ISLAND, TEXAS ABSTRACT

SHORE PROTECTION AND HABITAT CREATION AT SHAMROCK ISLAND, TEXAS ABSTRACT SHORE PROTECTION AND HABITAT CREATION AT SHAMROCK ISLAND, TEXAS M. Cameron Perry, P.E., and Daniel J. Heilman, P.E. Coastal Engineer Shiner Moseley & Associates., Inc. 555 N. Carancahua Corpus Christi,

More information

SPECIAL SPRING 2018 STORM REPORT ON THE CONDITION OF THE MUNICIPAL BEACHES FOR THE BOROUGH OF STONE HARBOR, CAPE MAY COUNTY, NEW JERSEY

SPECIAL SPRING 2018 STORM REPORT ON THE CONDITION OF THE MUNICIPAL BEACHES FOR THE BOROUGH OF STONE HARBOR, CAPE MAY COUNTY, NEW JERSEY SPECIAL SPRING 2018 STORM REPORT ON THE CONDITION OF THE MUNICIPAL BEACHES FOR THE BOROUGH OF STONE HARBOR, CAPE MAY COUNTY, NEW JERSEY Aerial photograph taken April 21, 2018 showing the view up the beach

More information

Beach Restoration in Okaloosa and Walton Counties. FSBPA Technology Conference Clearwater, FL

Beach Restoration in Okaloosa and Walton Counties. FSBPA Technology Conference Clearwater, FL Beach Restoration in Okaloosa and Walton Counties FSBPA Technology Conference Clearwater, FL Presented by: Duncan Greer, E.I. February 5, 2015 PRESENTATION OUTLINE 1. Overview of Project Locations 2. Eglin

More information

New Jersey Coastal Zone Overview. The New Jersey Beach Profile Network (NJBPN) 3 Dimensional Assessments. Quantifying Shoreline Migration

New Jersey Coastal Zone Overview. The New Jersey Beach Profile Network (NJBPN) 3 Dimensional Assessments. Quantifying Shoreline Migration New Jersey Coastal Zone Overview The New Jersey Beach Profile Network (NJBPN) Objectives Profile Locations Data Collection Analyzing NJBPN Data Examples 3 Dimensional Assessments Methodology Examples Quantifying

More information

Dauphin Island East End Beach and Barrier Island Restoration Project. Beau Buhring South Coast Engineers

Dauphin Island East End Beach and Barrier Island Restoration Project. Beau Buhring South Coast Engineers Dauphin Island East End Beach and Barrier Island Restoration Project Beau Buhring South Coast Engineers Funding Funded with qualified outer continental shelf oil and gas revenues by the Coastal Impact

More information

Coastal Engineering Technical Note

Coastal Engineering Technical Note Coastal Engneerng Techncal Note CETN V-10 Even-Odd Functon Analyss of Shorelne Poston and Volume Change by Jule Dean RoSllt and Nchollls C. Kraus Purpose: To present the background and methodology for

More information

Aransas Pass: Channel

Aransas Pass: Channel 3 4 5 5'N Print Date: 3// Side Slope Ratio: (Rise : Run Authorized Depth: -ft. 4 4 43 44 45 4 4 4 4 4 3'3 33 3 3 3 4 43 45 44 3 3 33 35 35 3 5 Survey Date(s: March 3 4 5 4'3 - -5 3'3-4 -ft.ft PORT ARAN

More information

CITY OF ZUMBROTA ORDINANCE NO

CITY OF ZUMBROTA ORDINANCE NO CTY OF ZUMBROTA ORDNANCE NO 272 AN ORDNANCE OF THE CTY OF ZUMBROTA MNNESOTA ANNEXNG LAND LOCATED N ZUMBROTA TOWNSlllP GOODHUE COUNTY MNNESOTA PURSUANT TO MNNESOTA STATUTES 4433 SUBDVSON 2(3) PERMTTNG ANNEXATON

More information

2013 FEDERAL STORM RESPONSE

2013 FEDERAL STORM RESPONSE 2013 FEDERAL STORM Presented to the Florida Shore & Beach Association Sep 26, 2013 Presented by: COL Alan Dodd Commander, Jacksonville District September 2013 THE COLLABORATION 2 THE PROGRAM 3 THE STORMS

More information

Regular Workshop October 20, 2014 Agenda Item: Dr. Albert E. Browder, PE; Olsen Associates, Inc.

Regular Workshop October 20, 2014 Agenda Item: Dr. Albert E. Browder, PE; Olsen Associates, Inc. Regular Workshop October 20, 2014 Agenda Item 8 Agenda Item: Presenter: Summary: Beach Update Town Manager; Dr. Albert E. Browder, PE; Olsen Associates, Inc. At the January 21, 2014 Regular Workshop Meeting,

More information

SHOOTING ISLAND RESTORATION: LIVING SHORELINE AND HABITAT CONSTRUCTION

SHOOTING ISLAND RESTORATION: LIVING SHORELINE AND HABITAT CONSTRUCTION : : : : LIVING SHORELINE AND HABITAT CONSTRUCTION CITY OF OCEAN CITY, NEW JERSEY CONTRACT NO. 8 ID 4468 Sheet List Table Sheet Number Sheet Description Sheet Title Newark T- TITLE SHEET G- SITE OVERVIEW

More information

APPENDIX M DREDGED MATERIAL MANAGEMENT PLAN (DMMP) FINAL INTEGRATED FEASIBILITY REPORT AND ENVIRONMENTAL ASSESSMENT

APPENDIX M DREDGED MATERIAL MANAGEMENT PLAN (DMMP) FINAL INTEGRATED FEASIBILITY REPORT AND ENVIRONMENTAL ASSESSMENT APPENDIX M DREDGED MATERIAL MANAGEMENT PLAN (DMMP) Brazos Island Harbor, Texas Channel Improvement Study FINAL INTEGRATED FEASIBILITY REPORT AND ENVIRONMENTAL ASSESSMENT This page is intentionally left

More information

Appendix E Cat Island Borrow Area Analysis

Appendix E Cat Island Borrow Area Analysis Appendix E Cat Island Borrow Area Analysis ERDC/CHL Letter Report 1 Cat Island Borrow Area Analysis Multiple borrow area configurations were considered for Cat Island restoration. Borrow area CI1 is located

More information

30 DAY PUBLIC NOTICE MAINTENANCE DREDGING OF THE 8-FOOT CHANNEL OF THE FEDERAL NAVIGATION PROJECT IN KENNEBUNK RIVER KENNEBUNK & KENNEBUNKPORT, ME

30 DAY PUBLIC NOTICE MAINTENANCE DREDGING OF THE 8-FOOT CHANNEL OF THE FEDERAL NAVIGATION PROJECT IN KENNEBUNK RIVER KENNEBUNK & KENNEBUNKPORT, ME fr.iiif.i ~ US Anny Corps of Engineers New England District 696 Virginia Road Concord, MA 01742-2751 Public Notice In Reply Refer to: Mr. Jack Karalius nae-pn-nav@usace.army.mil Programs/Project Management

More information

Effectiveness of Beach Nourishment in Response to Sea Level Rise

Effectiveness of Beach Nourishment in Response to Sea Level Rise 2014 FSBPA Annual Conference Effectiveness of Beach Nourishment in Response to Sea Level Rise Navarre Beach Santa Rosa County July 18, 2005 Lovers Key Lee County April 23, 2012 South County St. Lucie County

More information

UPPER BEACH REPLENISHMENT PROJECT RELATED

UPPER BEACH REPLENISHMENT PROJECT RELATED ASSESSMENT OF SAND VOLUME LOSS at the TOWNSHIP of UPPER BEACH REPLENISHMENT PROJECT RELATED to the LANDFALL OF HURRICANE SANDY - PURSUANT TO NJ-DR 4086 This assessment is in response to Hurricane Sandy

More information

Evaluation of June 9, 2014 Federal Emergency Management Agency Flood Insurance Study for Town of Weymouth, Norfolk, Co, MA

Evaluation of June 9, 2014 Federal Emergency Management Agency Flood Insurance Study for Town of Weymouth, Norfolk, Co, MA Evaluation of June 9, 2014 Federal Emergency Management Agency Flood Insurance Study for Town of Weymouth, Norfolk, Co, MA Prepared For: Woodard & Curran 95 Cedar Street, Suite 100 Providence, RI 02903

More information

CROSS-SHORE SEDIMENT PROCESSES

CROSS-SHORE SEDIMENT PROCESSES The University of the West Indies Organization of American States PROFESSIONAL DEVELOPMENT PROGRAMME: COASTAL INFRASTRUCTURE DESIGN, CONSTRUCTION AND MAINTENANCE A COURSE IN COASTAL DEFENSE SYSTEMS I CHAPTER

More information

PLANNING AND CONSTRUCTION OF SHORE PROTECTION AT SHAMROCK ISLAND, TEXAS: PROJECT UPDATE ABSTRACT

PLANNING AND CONSTRUCTION OF SHORE PROTECTION AT SHAMROCK ISLAND, TEXAS: PROJECT UPDATE ABSTRACT PLANNING AND CONSTRUCTION OF SHORE PROTECTION AT SHAMROCK ISLAND, TEXAS: PROJECT UPDATE M. Cameron Perry, P.E. and Daniel J. Heilman, P.E. Coastal Engineer HDR Shiner Moseley & Associates., Inc. 555 N.

More information

HURRICANE SANDY LIMITED REEVALUATION REPORT UNION BEACH, NEW JERSEY DRAFT ENGINEERING APPENDIX SUB APPENDIX D SBEACH MODELING

HURRICANE SANDY LIMITED REEVALUATION REPORT UNION BEACH, NEW JERSEY DRAFT ENGINEERING APPENDIX SUB APPENDIX D SBEACH MODELING HURRICANE SANDY LIMITED REEVALUATION REPORT UNION BEACH, NEW JERSEY DRAFT ENGINEERING APPENDIX SUB APPENDIX D SBEACH MODELING Rev. 18 Feb 2015 1 SBEACH Modeling 1.0 Introduction Following the methodology

More information

Changes in Beach Profile and Grain Size after Beach Renourishment

Changes in Beach Profile and Grain Size after Beach Renourishment Kevin Bodge, PE PhD Krista Egan, EI olsen associates, inc. and Mike McGarry Brevard County Natural Resources Mgt. Dept. Changes in Beach Profile and Grain Size after Beach Renourishment February 2018 Beach

More information

RE: Hurricane Matthew Beach Damage Assessment and Recommendations [CSE 2416]

RE: Hurricane Matthew Beach Damage Assessment and Recommendations [CSE 2416] October 25, 2016 Iris Hill Town Administrator Town of Edisto Beach 2414 Murray St Edisto Beach SC 29438 RE: Hurricane Matthew Beach Damage Assessment and Recommendations [CSE 2416] Dear Iris, Hurricane

More information

Assateague Island National Seashore North End Restoration Project Timeline

Assateague Island National Seashore North End Restoration Project Timeline Assateague Island National Seashore North End Restoration Project Timeline Date Event Some information provided in the Project Introduction document. Detailed events are available in a timeline compiled

More information

JOINT PUBLIC NOTICE. REGULA TORY DIVISION Refer to: P/N #SAC W 7 JULY 2014

JOINT PUBLIC NOTICE. REGULA TORY DIVISION Refer to: P/N #SAC W 7 JULY 2014 JONT PUBLC NOTCE CHARLESTON DSTRCT, CORPS OF ENGNEERS 69A Hagood Avenue Charleston, South Carolina 2943-517 and the S.C. DEPARTMENT OF HEALTH AND ENVRONMENTAL CONTROL OFFCE OF OCEAN AND COASTAL RESOURCE

More information

INTRACOASTAL WATERWAY DEEPENING BROWARD COUNTY, FLORIDA HARD CORAL RELOCATION SUMMARY REPORT

INTRACOASTAL WATERWAY DEEPENING BROWARD COUNTY, FLORIDA HARD CORAL RELOCATION SUMMARY REPORT INTRACOASTAL WATERWAY DEEPENING BROWARD COUNTY, FLORIDA 17th Street Bridge to 4,000 Feet North of the Las Olas Blvd. Bridge HARD CORAL RELOCATION SUMMARY REPORT Prepared for: Prepared by: 204 N. Dixie

More information

Figure 106. Locations of the 28 NJBPN profile stations in Ocean County, NJ.

Figure 106. Locations of the 28 NJBPN profile stations in Ocean County, NJ. 130 Figure 106. Locations of the 28 NJBPN profile stations in Ocean County, NJ. 131 2016-2017 Beach Fills in Ocean County: The federal/state/local storm damage reduction project (beachfill) between Manasquan

More information

Figure 1 Example feature overview.

Figure 1 Example feature overview. 1. Introduction This case focuses on the northeastern region of Onslow Bay, NC, and includes an initial shoreline, regional contour, wave gauges, inlets, dredging, and beach fills. Most of the features

More information

NAVIGATION STUDY FOR LAKE WORTH INLET, FLORIDA DRAFT INTEGRATED FEASIBILITY REPORT AND ENVIRONMENTAL IMPACT STATEMENT APPENDIX A ENGINEERING

NAVIGATION STUDY FOR LAKE WORTH INLET, FLORIDA DRAFT INTEGRATED FEASIBILITY REPORT AND ENVIRONMENTAL IMPACT STATEMENT APPENDIX A ENGINEERING NAVIGATION STUDY FOR LAKE WORTH INLET, FLORIDA DRAFT INTEGRATED FEASIBILITY REPORT AND ENVIRONMENTAL IMPACT STATEMENT APPENDIX A ENGINEERING NAVIGATION STUDY FOR LAKE WORTH INLET, FLORIDA DRAFT INTEGRATED

More information

Passage Key Inlet, Florida; CMS Modeling and Borrow Site Impact Analysis

Passage Key Inlet, Florida; CMS Modeling and Borrow Site Impact Analysis Passage Key Inlet, Florida; CMS Modeling and Borrow Site Impact Analysis by Kelly R. Legault and Sirisha Rayaprolu PURPOSE: This Coastal and Hydraulics Engineering Technical Note (CHETN) describes the

More information

MEAN LOW TIDE (MLT) to MEAN LOWER LOW WATER (MLLW)

MEAN LOW TIDE (MLT) to MEAN LOWER LOW WATER (MLLW) MEAN LOW TIDE (MLT) to MEAN LOWER LOW WATER (MLLW) WEDA GULF COAST CHAPTER ANNUAL CONFERENCE Christopher Frabotta Deputy Chief, Operations Division Galveston District Southwestern Division November 16,

More information

Gripping force, O.D. gripping. MPZ 20 / 4 bar MPZ 20 / 6 bar. MPZ 20-AS / 4 bar MPZ 20-AS / 6 bar. Gripping force, I.D. gripping

Gripping force, O.D. gripping. MPZ 20 / 4 bar MPZ 20 / 6 bar. MPZ 20-AS / 4 bar MPZ 20-AS / 6 bar. Gripping force, I.D. gripping SCHUNK Grppers pneumatc 3-Fnger Centrc Grppers Small Components Grpper Grppng force, O.D. grppng Fnger load Grppng force 50 MPZ 20 / 4 bar MPZ 20 / 6 bar MPZ 20-AS / 4 bar MPZ 20-AS / 6 bar 40 30 20 10

More information

Nome Harbor Page 2 of 12

Nome Harbor Page 2 of 12 Nome Harbor Nome Harbor Page 2 of 12 Condition of Improvements 30 December 2015 Nome Harbor, Alaska (CWIS No. 010422, 012270, 072742, 087755) Authorization (1) Rivers and Harbors Act, 8 August 1917 (House

More information

ADL Attachment 1

ADL Attachment 1 (formerly) 106502 Kina Cove A reapplication for an expired lease. The type of commercial use is identical to that previously. The immediate off-shore tidelands will be used to dump, raft, and store round

More information

Marine Mammals of the Southeast Atlantic

Marine Mammals of the Southeast Atlantic July 31 st 2015 Marine Mammals of the Southeast Atlantic Andrew J. Read Nicholas School of the Environment Duke University Marine Lab Beaufort, NC Atlantic Pending Surveys Georgia Florida DT KW TV RL North

More information

WALTON COUNTY NRDA ARTIFICIAL REEF PROGRAM

WALTON COUNTY NRDA ARTIFICIAL REEF PROGRAM WALTON COUNTY NRDA ARTIFICIAL REEF PROGRAM Melinda Gates Lauren Floyd Kathryn Brown Beau Suthard, PG Franky Stankiewicz Walton County - Coastal Resource Liaison APTIM - Senior Marine Biologist APTIM -

More information

2018 Annual Beach Monitoring Report

2018 Annual Beach Monitoring Report May 1, 218 Town of Hilton Head Island, SC 218 Annual Beach Monitoring Report Submitted to: Town of Hilton Head Island, SC November 15, 217 Prepared by: Olsen Associates, Inc. 2618 Herschel Street Jacksonville,

More information

Cross-shore Structure of Longshore Currents during Duck94

Cross-shore Structure of Longshore Currents during Duck94 CHAPTER 283 Cross-shore Structure of Longshore Currents durng Duck94 Falk Feddersen 1, R.T. Guza 2, Steve Elgar 3, and T.H.C Herbers 4 Abstract The cross-shore structure of the mean longshore current on

More information

Instantaneous Current Prediction for Naval Operations

Instantaneous Current Prediction for Naval Operations Instantaneous Current Predcton for Naval Operatons Peter C. Chu Naval Ocean Analyss and Predcton Laboratory, Department of Oceanography Naval Postgraduate School, Monterey, CA 93943 Albert E. Armstrong

More information

Hydrodynamic Modeling of Tides and Hurricane Storm Surge for Pre- and Post-Dredging Conditions in the Lower St. Johns River, Florida

Hydrodynamic Modeling of Tides and Hurricane Storm Surge for Pre- and Post-Dredging Conditions in the Lower St. Johns River, Florida Hydrodynamic Modeling of Tides and Hurricane Storm Surge for Pre- and Post-Dredging Conditions in the Lower St. Johns River, Florida Matthew V. Bilskie 1 1 PhD Student, University of Central Florida, Department

More information

Follets Island Nearshore Beach Nourishment Project

Follets Island Nearshore Beach Nourishment Project Coast & Harbor Engineering A division of Hatch Mott MacDonald Follets Island Nearshore Beach Nourishment Project Arpit Agarwal, P.E. April 1, 2016 Project Site!"#$% &'(% &)*+% )#,'-+% Shoreline Erosion

More information

Sussex County, DE Preliminary Study Overview

Sussex County, DE Preliminary Study Overview Sussex County, DE Preliminary Study Overview Coastal study scope: 102 miles of entire County shoreline Revised 102 panels for coastal study Riverine study scope: 14 streams, 67.1 miles, within the Nanticoke

More information

FINAL REPORT FOR 2013 ON THE CONDITION OF THE MUNICIPAL OCEANFRONT BEACHES THE BOROUGH OF AVALON, CAPE MAY COUNTY, NEW JERSEY

FINAL REPORT FOR 2013 ON THE CONDITION OF THE MUNICIPAL OCEANFRONT BEACHES THE BOROUGH OF AVALON, CAPE MAY COUNTY, NEW JERSEY FINAL REPORT FOR 2013 ON THE CONDITION OF THE MUNICIPAL OCEANFRONT BEACHES THE BOROUGH OF AVALON, CAPE MAY COUNTY, NEW JERSEY View from 12 th Street to the south taken February 28, 2013, following completion

More information

+)) Lower Churchill Project RIPRAP DESIGN FOR WIND-GENERATED WAVES SNC LAVALIN. SLI Document No HER

+)) Lower Churchill Project RIPRAP DESIGN FOR WIND-GENERATED WAVES SNC LAVALIN. SLI Document No HER +)) SNC LAVALIN Lower Churchill Project RIPRAP DESIGN FOR SLI Document No. 505573-3001-4HER-0011-00 Nalcor Reference No. MFA-SN-CD-0000-CV-RP-0006-01 Rev. 81 Date: 07 -Dec-2012 Prepared by: Checked by:

More information

First Year Morphological Evolution of an Artificial Berm at Fort Myers Beach, Florida

First Year Morphological Evolution of an Artificial Berm at Fort Myers Beach, Florida University of South Florida Scholar Commons Geology Faculty Publications Geology 1-2012 First Year Morphological Evolution of an Artificial Berm at Fort Myers Beach, Florida Katherine Brutsche University

More information

Protecting our Beaches

Protecting our Beaches Protecting our Beaches South Amelia Island Shore Stabilization Project Nassau County, FL Mr. Drew Wallace President South Amelia Island Shore Stabilization Association (SAISSA) Mr. Bill Moore, AICP Project

More information

A REVIEW OF THE CONDITION OF THE MUNICIPAL BEACHES AS A RESULT OF HURRICANE SANDY IN THE BOROUGH OF STONE HARBOR, CAPE MAY COUNTY, NEW JERSEY

A REVIEW OF THE CONDITION OF THE MUNICIPAL BEACHES AS A RESULT OF HURRICANE SANDY IN THE BOROUGH OF STONE HARBOR, CAPE MAY COUNTY, NEW JERSEY A REVIEW OF THE CONDITION OF THE MUNICIPAL BEACHES AS A RESULT OF HURRICANE SANDY IN THE BOROUGH OF STONE HARBOR, CAPE MAY COUNTY, NEW JERSEY View along the dune scarp from 103 rd Street on October 31,

More information

BEACH FILL CONSTRUCTION USING SEABED REHANDLING AREAS. Kevin R. Bodge, Ph.D., P.E. 1

BEACH FILL CONSTRUCTION USING SEABED REHANDLING AREAS. Kevin R. Bodge, Ph.D., P.E. 1 Proceedings, 28 th International Conference on Coastal Engineering. 2002. World Scientific Publishing Co. Pte. Ltd. Volume 3 - ISBN 981-238-984-9. pp. 3736-3747 BEACH FILL CONSTRUCTION USING SEABED REHANDLING

More information

Chapter 15 SEASONAL CHANGES IN BEACHES OP THE NORTH ATLANTIC COAST OF THE UNITED STATES

Chapter 15 SEASONAL CHANGES IN BEACHES OP THE NORTH ATLANTIC COAST OF THE UNITED STATES Chapter 15 SEASONAL CHANGES IN BEACHES OP THE NORTH ATLANTIC COAST OF THE UNITED STATES By John M. Darling Hydraulic Engineer, Research Division U. S. Army Coastal Engineering Research Center Corps of

More information

Nearshore Dredged Material Placement Pilot Study at Noyo Harbor, CA

Nearshore Dredged Material Placement Pilot Study at Noyo Harbor, CA 1 Nearshore Dredged Material Placement Pilot Study at Noyo Harbor, CA Noyo Cove N 2011 National Conference on Beach Preservation Technology 9-11, February 2011 Lihwa Lin, Honghai Li, Mitchell Brown US

More information

ST. JOSEPH PENINSULA, GULF COUNTY, FLORIDA Beach Re-Nourishment and Environmental Enhancement Project RECOMMENDATIONS

ST. JOSEPH PENINSULA, GULF COUNTY, FLORIDA Beach Re-Nourishment and Environmental Enhancement Project RECOMMENDATIONS ST. JOSEPH PENINSULA, GULF COUNTY, FLORIDA Beach Re-Nourishment and Environmental Enhancement Project RECOMMENDATIONS January 23, 2018 543 Harbor Boulevard, Suite 204 Destin, Florida 32541 850.654.1555

More information

Southwest Washington Littoral Drift Restoration Project: Design, Construction, and Monitoring

Southwest Washington Littoral Drift Restoration Project: Design, Construction, and Monitoring Southwest Washington Littoral Drift Restoration Project: Design, Construction, and Monitoring J Jessica i St Stokke kk USACE Portland District October 28, 2010 WEDA Pacific Meeting Monterey, CA US Army

More information

STATUS REPORT FOR THE SUBMERGED REEF BALL TM ARTIFICIAL REEF SUBMERGED BREAKWATER BEACH STABILIZATION PROJECT FOR THE GRAND CAYMAN MARRIOTT HOTEL

STATUS REPORT FOR THE SUBMERGED REEF BALL TM ARTIFICIAL REEF SUBMERGED BREAKWATER BEACH STABILIZATION PROJECT FOR THE GRAND CAYMAN MARRIOTT HOTEL August 23 STATUS REPORT FOR THE SUBMERGED REEF BALL TM ARTIFICIAL REEF SUBMERGED BREAKWATER BEACH STABILIZATION PROJECT FOR THE GRAND CAYMAN MARRIOTT HOTEL performed by Lee E. Harris, Ph.D., P.E. Consulting

More information

ENVIRONMENTAL ASSESSMENT

ENVIRONMENTAL ASSESSMENT Draft January 2015 ENVIRONMENTAL ASSESSMENT For the Town of Kitty Hawk Shore Protection Project ENVIRONMENTAL ASSESSMENT TOWN OF KITTY HAWK SHORE PROTECTION PROJECT Prepared for: The Town of Kitty Hawk,

More information

Engineering Analysis of Implementing Pedestrian Scramble Crossing at Traffic Junctions in Singapore

Engineering Analysis of Implementing Pedestrian Scramble Crossing at Traffic Junctions in Singapore Engneerng Analyss of Implementng Pedestran Scramble Crossng at Traffc Junctons n Sngapore Dr. Lm Wee Chuan Eldn Department of Chemcal & Bomolecular Engneerng, Natonal Unversty of Sngapore, 4 Engneerng

More information

ST. LUCIE COUNTY SOUTH BEACH AND DUNE RESTORATION PROJECT DRAFT ENVIRONMENTAL IMPACT STATEMENT MAY 2011

ST. LUCIE COUNTY SOUTH BEACH AND DUNE RESTORATION PROJECT DRAFT ENVIRONMENTAL IMPACT STATEMENT MAY 2011 ST. LUCIE COUNTY SOUTH BEACH AND DUNE RESTORATION PROJECT DRAFT ENVIRONMENTAL IMPACT STATEMENT MAY 2011 SUMMARY DRAFT ENVIRONMENTAL IMPACT STATEMENT ON ST. LUCIE COUNTY SOUTH BEACH AND DUNE RESTORATION

More information

DRAFT. October 17, 2014 File No Mr. Brendhan Zubricki Town Administrator Essex Town Hall 30 Martin Street Essex, MA.

DRAFT. October 17, 2014 File No Mr. Brendhan Zubricki Town Administrator Essex Town Hall 30 Martin Street Essex, MA. GZA GeoEnvironmental, Inc. Engineers and Scientists October 17, 2014 File No. 18.0171857.00 Mr. Brendhan Zubricki Town Administrator Essex Town Hall 30 Martin Street Essex, MA. 01929 DRAFT Re: Essex River

More information

Figure 46. Locations of the 28 NJBPN profile stations in Ocean County, NJ. A new site was added in the Borough of Seaside Heights (#248).

Figure 46. Locations of the 28 NJBPN profile stations in Ocean County, NJ. A new site was added in the Borough of Seaside Heights (#248). 90 Figure 46. Locations of the 28 NJBPN profile stations in Ocean County, NJ. A new site was added in the Borough of Seaside Heights (#248). 91 OCEAN COUNTY SPRING 2008 to FALL 2009 The Ocean County shoreline

More information

CLAM PASS RESTORATION AND MANAGEMENT PLAN BATHYMETRIC MONITORING REPORT NO. 7 Including Interior Bay Dredge Cuts and Tidal Data

CLAM PASS RESTORATION AND MANAGEMENT PLAN BATHYMETRIC MONITORING REPORT NO. 7 Including Interior Bay Dredge Cuts and Tidal Data CLAM PASS RESTORATION AND MANAGEMENT PLAN BATHYMETRIC MONITORING REPORT NO. 7 Including Interior Bay Dredge Cuts and Tidal Data Submitted to: Florida Department of Environmental Protection DEP File No.

More information

New Orleans Municipal Yacht Harbor

New Orleans Municipal Yacht Harbor New Orleans Municipal Yacht Harbor Marina Schematic Design Update 601 Poydras St., Suite 1860 New Orleans, LA, 70130 504-648-3560 Post-Katrina Municipal Yacht Harbor: Introduction The MYH was an approximate

More information

2014 ANNUAL REPORT - TO THE CITY OF NORTH WILDWOOD ON THE CONDITION OF THE CITY BEACHES

2014 ANNUAL REPORT - TO THE CITY OF NORTH WILDWOOD ON THE CONDITION OF THE CITY BEACHES 2014 ANNUAL REPORT - TO THE CITY OF NORTH WILDWOOD ON THE CONDITION OF THE CITY BEACHES View on September 25, 2014 looking northwest into Hereford Inlet. Considerable southerly expansion of the tip of

More information

New Jersey Beach Profile Network Atlantic County Profile Site Locations

New Jersey Beach Profile Network Atlantic County Profile Site Locations 215 RICHARD STOCKTON COLLEGE OF NEW JERSEY New Jersey Beach Profile Network Atlantic County Profile Site Locations COASTAL RESEARCH CENTER Figure 128 There are nine NJBPN survey sites on the Atlantic County

More information

GENERAL METHODOLOGY FOR INLET RESERVOIR MODEL ANALYSIS OF SAND MANAGEMENT NEAR TIDAL INLETS. Mohamed A. Dabees 1, Nicholas C.

GENERAL METHODOLOGY FOR INLET RESERVOIR MODEL ANALYSIS OF SAND MANAGEMENT NEAR TIDAL INLETS. Mohamed A. Dabees 1, Nicholas C. GENERAL METHODOLOGY FOR INLET RESERVOIR MODEL ANALYSIS OF SAND MANAGEMENT NEAR TIDAL INLETS Mohamed A. Dabees 1, Nicholas C. Kraus 2 1 Humiston& Moore Engineers, 5679 Strand Court, Naples, FL 34109, USA.

More information

JOINT PUBLIC NOTICE. October 5, 2015

JOINT PUBLIC NOTICE. October 5, 2015 JOINT PUBLIC NOTICE October 5, 215 United States Army State of Louisiana Corps of Engineers Department of Environmental Quality New Orleans District ATTN: Water Quality Certifications Regulatory Branch

More information

KEYNOTE PRESENTATION FSBPA olsen

KEYNOTE PRESENTATION FSBPA olsen AMELIA ISAND, FLORIDA BEACH MANAGEMENT PARTNERING AND PERSERVERENCE Erik Olsen, PE associates, inc. KEYNOTE PRESENTATION FSBPA 2009 IN ORDER TO ADDRESS SHORE PROTECTION TODAY LOCAL INTERESTS PARTNER WITH:

More information

Condition of Improvements 30 December 2014 Wrangell Harbors, Alaska (CWIS No , )

Condition of Improvements 30 December 2014 Wrangell Harbors, Alaska (CWIS No , ) Wrangell Harbors Condition of Improvements 30 December 2014 Wrangell Harbors, Alaska (CWIS No. 010435, 021500) Authorization (1) Rivers and Harbors Act, 22 September 1922 (House Doc. 161, 67th Congress,

More information

A Geotechnical Evaluation of Chesapeake Beach Shoal for Beach Quality Sand

A Geotechnical Evaluation of Chesapeake Beach Shoal for Beach Quality Sand College of William and Mary W&M ScholarWorks Reports 12-2011 A Geotechnical Evaluation of Chesapeake Beach Shoal for Beach Quality Sand Donna Milligan Virginia Institute of Marine Science C. Scott Hardaway

More information