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Home My WebLink About20061275 Ver 3_Revised Sheets 03-06_20190501From: Coats, Heather To: Mathis, Lynn; Carver, Yvonne; Pelletier, Josh R CIV CESAW CESAD (US); Scarbraugh, Anthony; Dunn, Maria T. Cc: Huggett, Doug Subject: FW: [External] Re: Nags Head Renourishment - Revised Sheets 03-06 for Construction Date: Wednesday, May 1, 2019 8:09:08 AM Attachments: NH -Revised Fill TennDlates(22ADr2019).Ddf 2458 CD 05 Aerial Plan RevQesignApr2019.pdf 2458 CD 06 Aerial Plan RevDesianAor20l9.Ddf Hi all, Haiging has send the attached revised plans that includes the extended dune area. I've only had a chance to briefly glance over it and will be reviewing more later today after meetings and driving up to Nags Head for tomorrow's meeting- but please let me know if you have any questions or concerns. Another email will also follow due to size of attachments. Thanks! Heather Heather Coats Beach & Inlet Management Project Coordinator Division of Coastal Management North Carolina Department of Environmental Quality 910 796 7302 office heather.coats@ncdenr.gov 127 Cardinal Drive Extension Wilmington, NC 28405 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. From: Haiging Kaczkowski[mailto:hkaczkowski@coastalscience.com] Sent: Tuesday, April 30, 2019 5:40 PM To: Coats, Heather <heather.coats@ncdenr.gov> Cc: David Ryan <david.ryan@nagsheadnc.gov>; Tim Kremer <TJKremer@gldd.com>; Christy DiFelice <CDiFelice @gldd.com>; Bryce Bernardi <BBernardi@gldd.com>; Kile Alford <KAlford@gldd.com>; Tim Kana <tkana@coastalscience.com>; Drew Giles <dgiles@coastalscience.com>; Trey Hair <thair@coastalscience.com> Subject: [External] Re: Nags Head Renourishment - Revised Sheets 03-06 for Construction • External �s or open attachments Z�� attachment to re Sheets 05-06 and the revised fill templates (dated 22 April 2019). On 4/30/2019 5:37 PM, Haiqing Kaczkowski wrote: Good Evening, Heather, We placed the revised fill templates (dated 22 April) on the latest orthophoto, and generated the plane view drawings per your request. The drawings are labeled as Sheets 03-06 to replace those sheets in the bid document (dated 15 Feb 2018). The MHW survey conducted by GeoDynamics on 30 March 2019 is also shown on the sheets and represented by red lines. Due to the file size, I am sending Sheets 03-04 with this email, and Sheets 05-06 in a separate email. As you know, the actual fill templates have to be adjusted in the field as work progresses due to the dynamic nature of Nags Head beach and also for GLDD to complete the exact contract quantity (ie - 4 million cy). But that kind of field adjustment is expected to be minimal. If there are any significant changes of the beach condition between now and the time of construction, and if any new fill templates are issued to the Contractor, I will make sure that you are copied and have time to review the revisions. Field plans for dune construction around existing walkovers and properties (along the last one mile of south Nags Head) will be summarized in "GLDD Letter 01 ", as referred on Sheet 06. The Town of Nags Head and GLDD are working on the language for the letter, and it will be submitted to you once it is finalized. Please let me know if you have any questions or need additional information from us. By the way, Josh is going to be on board of the Ellis Island tomorrow morning to conduct the hopper dredge inspection. If everything works well as planned, Nags Head is anticipated to receive the first load of sand some time tomorrow afternoon. The discharge point is located at south of Limulus Street beach access around Mile Post —20, if you have a chance to visit. Best Regards, Haiqing Haiqing (Hi -Ching) Liu Kaczkowski, PhD PE Principal Engineer Coastal Science & Engineering PO Box 8056 Columbia SC 29202-8056 803-799-8949 - Office 803-799-9481 - Fax 843-214-0255 - Mobile www.coastalscience.com Survey Datum: Horizontal: NSRS 2011 North Carolina State Planes, US Foot Vertical: NAVD '88 (Feet) Notes: CSE Bathymetry collected via trimble RTK GPS (11 April 2019) Photo: 12 Dec 2017 via GPI, Inc. MHW Data: Data shown collected 30 March 2019 by Geodynamics, LLC. Document by David Bernstein, L-5151, was submitted to the Town of Nags Head on April 10, 2019 and is available upon request. 1 C/•C\I1% MHW (+1.18 FT NAVD) BERM FILL - DRY BEACH FILL SLOPE TO TOE L— -- -- Cos E Coostol Science & Engineering Reach 1 (Sta 497+00 to 790+00) ATLANTIC OCEAN Volume For Construction: 1,758,000 cy CLIENT: TOWN OF NAGS HEAD 5401 SOUTH CROATAN HWY NAGS HEAD NC 27959 'e.1111 W71, Qnl i+h r`r^,+,- U..... Reach 1 (Sta 497+00 to 790+00) Volume For Construction: 1,758,000 cy PROJECT: NAGS HEAD BEACH RENOURISHMENT DRAWING TITLE: PROJECT PLAN REACH 1 STA 497+00 TO 626+00 Jockey's Ridge State Park COASTAL z SCIENCE :0 & ENGINEERING t— _ No. C01950 �\ ,,,�F of Av;�•�,, r` , 0 �``�Q'� •FESS 1 p ��2'. SEAL 4 372 � -7 0 Scale (Feet) 200 SCALE: SHEET NO: AS SHOWN DATE: 30 Apr 2019 DRAWN BY: JJH O APPROVED BY: HLK PROJECT #: 2458 -CD 14 Reach 1 (Sta 497+00 to 790+00) Volume For Construction: 1,758,000 cy Survey Datum: Horizontal: NSRS 2011 North Carolina State Planes, US Foot Vertical: NAVD'88 (Feet) Notes: CSE Bathymetry collected via trimble RTK GPS (11 April 2019) Photo: 12 Dec 2017 via GPI, Inc. MHW Data: Data shown collected 30 March 2019 by Geodynamics, LLC. Document by David Bernstein, L-5151, was submitted to the Town of Nags Head on April 10, 2019 and is available upon request. i FaFnln MHW (+1.18 FT NAVD) BERM FILL - DRY BEACH FILL SLOPE TO TOE COS E Coostol Science & Engineering CLIENT: TOWN OF NAGS HEAD 5401 SOUTH CROATAN HWY NAGS HEAD NC 27959 Reach 1 (Sta 497+00 to 790+00) Volume For Construction: 1,758,000 cy PROJECT: NAGS HEAD BEACH RENOURISHMENT DRAWING TITLE: PROJECT PLAN REACH 1 STA 626+00 TO 758+00 COASTAL �� z SCIENCE : 0 = &ENGINEERING No. C01950 � DF R 0� oFE sioN.•,y SEAL 4 372 '. p� 1 N E�•• .� /U 0 Scale (Feet) 2 SCALE: SHEET NO: AS SHOWN DATE: 30 Apr 2019 DRAWN BY: JJH 074 APPROVED BY: HLK PROJECT #: 2458 -CD LU 30 20 10 U -10 -20 Nags Head Station 500+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 445 ft Berm Width 22 ft Revised Fill Vol 30 cy/ft MHW +1.18 FT ----- MLW -2.05 FT 400 600 800 1000 Distance from Baseline (ft) 1200 LU 30 20 10 U -10 -20 = 200 Nags Head Station 505+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 445 ft Berm Width 52 ft Revised Fill Vol 50 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 400 600 800 1000 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 510+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 520 ft Berm Width 85 ft Revised Fill Vol 66 cy/ft MHW +1.18 FT --------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 515+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 550 ft Berm Width 96 ft Revised Fill Vol 64 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 520+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 555 ft Berm Width 105 ft Revised Fill Vol 66 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 525+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 565 ft Berm Width 106 ft Revised Fill Vol 75 cy/ft MW +1.18 FT ----- --- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 530+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 600 ft Berm Width 96 ft Revised Fill Vol 60 cy/ft MHW +1.18 FT -------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 535+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 580 ft Berm Width 108 ft Revised Fill Vol 70 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 540+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 565 ft Berm Width 110 ft Revised Fill Vol 67 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 545+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) / Berm Seaward Edge to Baseline 540 ft Berm Width 108 ft Revised Fill Vol 75 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 550+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 540 ft Berm Width 108 ft Revised Fill Vol 76 cy/ft MHW +1.18 FT ------ --- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 555+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 540 ft Berm Width 101 ft Revised Fill Vol 46 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 560+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 540 ft Berm Width 111 ft Revised Fill Vol 58 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 565+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 540 ft Berm Width 108 ft Revised Fill Vol 63 cy/ft MHW +1.18 FT ----- MLW -2.05 FT ,4nril 7(11 Q 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 570+00 Berm Elevation E ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 540 ft Berm Width 105 ft Revised Fill Vol 60 cy/ft MHW +1.18 FT ,\---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 575+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 550 ft Berm Width 102 ft Revised Fill Vol 63 cy/ft MHW +1.18 FT ----- --- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 580+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 570 ft Berm Width 106 ft Revised Fill Vol 52 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 585+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 570 ft Berm Width 108 ft Revised Fill Vol 54 cy/ft MHW +1.18 FT \---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 590+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 570 ft Berm Width 107 ft Revised Fill Vol 58 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 595+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 570 ft Berm Width 103 ft Revised Fill Vol 58 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 600+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) /01**, . Berm Seaward Edge to Baseline 570 ft Berm Width 100 ft Revised Fill Vol 68 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 605+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) JBerm Seaward Edge to Baseline 580 ft Berm Width 100 ft Revised Fill Vol 58 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 610+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 600 ft Berm Width 104 ft . ...... Revised Fill Vol 50 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 615+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 610 ft Berm Width 103 ft Revised Fill Vol 51 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 620+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 600 ft Berm Width 101 ft Revised Fill Vol 56 cy/ft MHW AA8 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 625+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 615 ft Berm Width 101 ft Revised Fill Vol 66 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 630+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 650 ft Berm Width 100 ft Revised Fill Vol 45 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 635+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 665 ft Berm Width 99 ft Revised Fill Vol 56 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 640+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 655 ft Berm Width 101 ft Revised Fill Vol 50 cy/ft MHW +1.18 FT -------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 645+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 650 ft Berm Width 116 ft Revised Fill Vol 60 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 650+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 670 ft Berm Width 111 ft Revised Fill Vol 77 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) CA Q 20 z 10 C: 0 0 c� w -10 -20 = 400 Nags Head Station 655+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 690 ft Berm Width 98 ft Revised Fill Vol 63 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 660+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 710 ft Berm Width 106 ft Revised Fill Vol 39 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 665+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 710 ft Berm Width 108 ft Revised Fill Vol 56 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 670+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 715 ft Berm Width 100 ft Revised Fill Vol 68 cy/ft MHW +1.18 FT ------ MLW -2.05 FT — April 2019 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 675+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 760 ft Berm Width 107 ft Revised Fill Vol 55 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 680+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 765 ft Berm Width 99 ft Revised Fill Vol 41 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 685+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 760 ft Berm Width 104 ft Revised Fill Vol 66 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 690+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 790 ft Berm Width 106 ft Revised Fill Vol 72 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 695+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 790 ft Berm Width 95 ft .......... Revised Fill Vol 41 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 700+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 770 ft Berm Width 97 ft .......... Revised Fill Vol 70 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 705+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 810 ft Berm Width 96 ft Revised Fill Vol 67 cy/ft MHW +1.18 FT ----- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 710+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) / Berm Seaward Edge to Baseline 810 ft Berm Width 105 ft Revised Fill Vol 77 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 715+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 835 ft Berm Width 97 ft Revised Fill Vol 78 cy/ft MHW +1.18 FT -------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 720+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 810 ft Berm Width 96 ft Revised Fill Vol 66 cy/ft MHW +1.18 FT . MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 725+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 835 ft Berm Width 96 ft Revised Fill Vol 80 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 730+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 830 ft Berm Width 99 ft Revised Fill Vol 67 cy/ft MHW +1.18 FT -----• MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 735+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 840 ft Berm Width 103 ft Revised Fill Vol 83 cy/ft MHW +1.18 FT ----- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 740+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 840 ft Berm Width 100 ft Revised Fill Vol 73 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 745+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 840 ft Berm Width 96 ft Revised Fill Vol 78 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 750+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 845 ft Berm Width 97 ft Revised Fill Vol 68 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 755+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 845 ft Berm Width 95 ft Revised Fill Vol 58 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT A -;I Or) I 7C'1] 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 760+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 850 ft Berm Width 99 ft Revised Fill Vol 43 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) W 30 20 10 U -10 -20 600 Nags Head Station 765+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 880 ft Berm Width 103 ft Revised Fill Vol 43 cy/ft MHW +1.18 FT ------ MLW -2.05 FT — ,4nril 7(11 Q 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 770+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 940 ft Berm Width 103 ft Revised Fill Vol 53 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 800 1000 1200 1400 1600 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 775+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 910 ft Berm Width 107 ft Revised Fill Vol 42 cy/ft MHW +1.18 FT ------ MLW -2.05 FT — April 2019 Revised Fill 800 1000 1200 1400 1600 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 780+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 910 ft Berm Width 99 ft Revised Fill Vol 44 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 800 1000 1200 1400 1600 Distance from Baseline (ft) LU 30 20 10 U -10 -20"— 600 Nags Head Station 785+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 900 ft Berm Width 103 ft Revised Fill Vol 57 cy/ft MHW +1.18 FT ------ --- MLW -2.05 FT 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 790+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 925 ft Berm Width 101 ft Revised Fill Vol 60 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 800 1000 1200 1400 1600 Distance from Baseline (ft) LU M 20 10 U -10 -20 Nags Head Station 795+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 945 ft Berm Width 101 ft Revised Fill Vol 63 cy/ft MHW +1.18 FT ---- ----- MLW -2.05 FT 800 1000 1200 1400 1600 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 800+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 915 ft Berm Width 102 ft Revised Fill Vol 54 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 800 1000 1200 1400 1600 Distance from Baseline (ft) LU 30 20 10 U -10 -20 600 Nags Head Station 805+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 890 ft Berm Width 101 ft Revised Fill Vol 69 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 600 Nags Head Station 810+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 885 ft Berm Width 100 ft Revised Fill Vol 82 cy/ft MHW +1.18 FT ------ MLW -2.05 FT ............. 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20' ;- 600 Nags Head Station 815+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 895 ft Berm Width 104 ft Revised Fill Vol 72 cy/ft MHW +1.18 FT ------ MLW -2.05 FT .................... 800 1000 1200 1400 Distance from Baseline (ft) LU M 20 10 U -10 -20 Nags Head Station 820+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 900 ft Berm Width 100 ft Revised Fill Vol 59 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 800 1000 1200 1400 1600 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 825+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 870 ft Berm Width 102 ft Revised Fill Vol 74 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 600 Nags Head Station 830+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 875 ft Berm Width 100 ft Revised Fill Vol 77 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 600 Nags Head Station 835+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 875 ft Berm Width 101 ft Revised Fill Vol 78 cy/ft MW +1.18 FT ------- -- MLW -2.05 FT 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 600 Nags Head Station 840+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 885 ft Berm Width 104 ft Revised Fill Vol 80 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 845+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 860 ft Berm Width 102 ft Revised Fill Vol 75 cy/ft MHW +1.18 FT ----- MLW -2.05 FT Argil 77(a)1 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 850+00 Berm Elevation 6 It NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 860 It Berm Width 104 It Revised Fill Vol 81 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 855+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 860 ft Berm Width 101 ft Revised Fill Vol 81 cy/ft MHW +1.18 FT ---- MLW -2.05 FT — April 2019 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 1❑ -10 -20 Nags Head Station 860+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 860 ft Berm Width 104 ft Revised Fill Vol 78 cy/ft MW +1.18 FT ------ --- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 865+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 865 ft Berm Width 104 ft Revised Fill Vol 66 cy/ft MHW +1.18 FT ---- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) 30 20 Q z 10 O 0 c� Lu -10 -20 600 Nags Head Station 870+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 880 ft Berm Width 103 ft Revised Fill Vol 60 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 872+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 875 ft Berm Width 104 ft Revised Fill Vol 53 cy/ft MHW +1.18 FT --------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 600 Nags Head Station 880+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 875 ft Berm Width 101 ft Revised Fill Vol 33 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 885+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 860 ft Berm Width 101 ft Revised Fill Vol 53 cy/ft MHW +1.18 FT ------ MLW -2.05 FT April 2019 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 890+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 870 ft Berm Width 103 ft Revised Fill Vol 50 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 895+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 865 ft Berm Width 104 ft Revised Fill Vol 43 cy/ft \MW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 900+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 825 ft Berm Width 102 ft Revised Fill Vol 49 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 905+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 835 ft Berm Width 100 ft Revised Fill Vol 53 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 910+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 850 ft Berm Width 103 ft Revised Fill Vol 60 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 915+00 Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 850 ft Berm Width 105 ft Revised Fill Vol 55 cy/ft MHW +1.18 FT ----- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) Lu 30 20 10 U -10 -20 Nags Head Station 920+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 925 ft Berm Width 149 ft Revised Fill Vol 103 cy/ft MHW +1.18 FT \ -- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 925+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 935 ft Berm Width 160 ft . . Revised Fill Vol 102 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 930+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 935 ft Berm Width 167 ft Revised Fill Vol 77 cy/ft MHW +1.18 FT ------ -- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 935+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 935 ft Berm Width 144 ft Revised Fill Vol 81 cy/ft MHW +1.18 FT \---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 940+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 935 ft Berm Width 154 ft Revised Fill Vol 96 cy/ft MHW +1.18 FT ------ MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 -20 Nags Head Station 945+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 945 ft Berm Width 154 ft Revised Fill Vol 108 cy/ft MHW +1.18 FT ------ -- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 950+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 60 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 965 ft Berm Width 189 ft Revised Fill Vol 112 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT April 2019 Revised Fill 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 955+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 925 ft Berm Width 195 ft Revised Fill Vol 106 cy/ft MHW +1.18 FT ---------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 960+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 925 ft Berm Width 203 ft Revised Fill Vol 121 cy/ft MHW +1.18 FT ------- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 965+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) LBerm Seaward Edge to Baseline 925 ft Width 202fted Fill Vol 147 cy/ft MHW +1.18 FT ----- MLW -2.05 FT 600 800 1000 1200 1400 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 970+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 925 ft Berm Width 227 ft Revised Fill Vol 161 cy/ft MW +1.18 F ---------- MLW -2.05 Fl — April 2019 Revised Fill 600 800 1000 1200 1400 Distance from Baseline (ft) LU CA 20 10 ., -10 Nags Head Station 975+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 875 ft Berm Width 226 ft . ....... N Revised Fill Vol 122 cy/ft MHW +1.1 ------ MLW -2.05 April 2019 Revised Fill -20 400 600 800 1000 1200 Distance from Baseline (ft) FT FT LU CA 20 10 ., -10 -20 Nags Head Station 980+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 845 ft Berm Width 214 ft Revised Fill Vol 112 cy/ft MHW +1.181 --------- MLW -2.05 F April 2019 Revised Fill 400 600 800 1000 1200 Distance from Baseline (ft) -T T LU 30 20 10 U -10 -20 Nags Head Station 985+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 830 ft Berm Width 229 ft Revised Fill Vol 122 cy/ft — April 2019 Revised Fill 400 600 800 1000 1200 Distance from Baseline (ft) FT =T LU 30 20 10 U -10 -20 Nags Head Station 990+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 805 ft Berm Width 273 ft Revised Fill Vol 184 cy/ft MHW +1.18 ------ MLW -2.05 F ....... ......... April 2019 Revised Fill 400 600 800 1000 1200 Distance from Baseline (ft) FT T LU CA 20 10 ., -10 -20 Nags Head Station 995+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 765 ft Berm Width 259 ft Revised Fill Vol 154 cy/ft .......... April 2019 Revised Fill 400 600 800 1000 1200 Distance from Baseline (ft) =T T LU CA 20 10 ., -10 -20 " 200 Nags Head Station 1000+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 765 ft Berm Width 306 ft Revised Fill Vol 205 cy/ft April 2019 Revised Fill 400 600 800 1000 Distance from Baseline (ft) =T T LU 30 20 10 U -10 -20'- 200 Nags Head Station 1005+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 765 ft Berm Width 302 ft Revised Fill Vol 170 cy/ft — April 2019 Revised Fill 400 600 800 1000 Distance from Baseline (ft) LU CA 20 10 ., -10 -20'- 200 Nags Head Station 1010+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 815 ft Berm Width 352 ft Revised Fill Vol 194 cy/ft April 2019 Revised Fill 400 600 800 1000 Distance from Baseline (ft) FT =T LU CA 20 10 ., -10 -20'— 200 Nags Head Station 1015+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation E ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 785 ft Berm Width 325 ft Revised Fill Vol 216 cy/ft MHW +1.18 F -------- MLW -2.05 Fl April 2019 Revised Fill 400 600 800 1000 Distance from Baseline (ft) LU 30 20 10 U -10 -20 Nags Head Station 1020+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 40 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 714 ft Berm Width 245 ft Revised Fill Vol 139 cy/ft MHW +1.18 FT ----- --- MLW -2.05 FT 400 600 800 1000 1200 Distance from Baseline (ft) 30 NO z 10 0 0 c� LU -10 -20 Nags Head Station 1025+00 Dune Elevation 12 ft NAVD (Slope 1 on 4) Dune Width 0 ft Berm Elevation 6 ft NAVD (Slope 1 on 15) Berm Seaward Edge to Baseline 450 ft Berm Width 19 ft Revised Fill Vol 1 cy/ft 400 600 800 1000 Distance from Baseline (ft) 1200 Survey Datum: Horizontal: NSRS 2011 North Carolina LEGEND State Planes, US Foot Vertical: NAVD '88 (Feet) MHW (+1.18 FT NAVD) Notes: CSE Bathymetry collected via trimble RTK GPS (11 April 2019) Photo: 12 Dec 2017 via GPI, Inc. 075 APPROVED BY: MHW Data: Data shown collected 30 March 2019 PROJECT #: BERM FILL - DRY BEACH by Geodynamics, LLC. Document by David Bernstein, L-5151, was submitted to the Town of Nags Head on I I FILL SLOPE TO TOE April 10, 2019 and is available upon request. L , IV Reach 2 (Sta 790+00 to 920+00) Volume For Construction: 845,000 cy rii tfor RonLc Pichinn [Dior .3 t AW COS E Coostol Science & Engineering CLIENT: TOWN OF NAGS HEAD 5401 SOUTH CROATAN HWY NAGS HEAD NC 27959 Reach 2 (Sta 790+00 to 920+00) Volume For Construction: 845,000 cy PROJECT: NAGS HEAD BEACH RENOURISHMENT DRAWING TITLE: PROJECT PLAN REACHES 1 & 2 STA 758+00 TO 892+00 ) Reach 1 (Sta 497+00 to 790+00) Volume For Construction: 1,758,000 cy COASTAL z SCIENCE :O & ENGINEERING No. C01950 N\ OF N CAR 0 bF E SI pN.• ,L •� SEAL E 4 372 V 0 S CROATAN HWY Fit 0 Scale (Feet) 200 SCALE: SHEET NO: AS SHOWN DATE: 30 Apr 2019 DRAWN BY: JJH 075 APPROVED BY: HLK PROJECT #: 2458 -CD Survey Datum: Horizontal: NSRS 2011 North Carolina State Planes, US Foot Vertical: NAVD'88 (Feet) Notes: CSE Bathymetry collected via trimble RTK GPS (11 April 2019) Photo: 12 Dec 2017 via GPI, Inc. MHW Data: Data shown collected 30 March 2019 by Geodynamics, LLC. Document by David Bernstein, L-5151, was submitted to the Town of Nags Head on April 10, 2019 and is available upon request. mui i ie rui Uui i5Li uc;Llui i. LJL1000 c;y i E=rr:Ain MHW (+1.18 FT NA VD) DUNE FILL AREA BERM FILL - DRY BEACH FILL SLOPE TO TOE 5eawara 1-111 LIMIt Reach 3N (Sta 920+00 to 975+00) Volume For Construction: 622,000 cy Cos E Coostol Science & Engineering CLIENT: TOWN OF NAGS HEAD 5401 SOUTH CROATAN HWY NAGS HEAD NC 27959 muiiie rui UU1lbL1uc;Llu111. 114+01000 c;y PROJECT.- NAGS ROJECT. NAGS HEAD BEACH RENOURISHMENT DRAWING TITLE: PROJECT PLAN REACHES 2,3N, 3S & 4 STA 892+00 TO 1025+00 Reach 2 (Sta 790+00 to 920+00) Volume For Construction: 845,000 cy •%'9 (� COASTAL •�� z • SCIENCE : O = & ENGINEERING i� No. C01950 ? Reach 3N (Sta 920+00 to 975+00) Volume For Construction: 622,000 cy .``��N S S R •E S 1 •. �•Q�oF SEAL 372 ; �gJ• /U SCALE: SHEET NO: AS SHOWN DATE: 30 Apr 2019 DRAWN BY: JJH 06 APPROVED BY: HLK PROJECT #: 2458 -CD