20081615 Ver 5_Consultation Initiation_20200901

REPLY TO
ATTENTION OF August 31, 2020

Wilmington Regulatory Field Office
SAW-2013-00404
FWS Log #: 04EN20000-2019F-0055

Mr. Pete Benjamin, Field Supervisor
U.S. Fish and Wildlife Service
Raleigh Ecological Services Field Office
U.S. Fish and Wildlife Service
P.O. Box 33726
Raleigh, North Carolina 27636-3726

Dear Mr. Benjamin:

This letter serves to request a U.S. Fish and Wildlife Service’s (USFWS) concurrence on the effects
determination for species and Critical Habitat, subject to the Endangered Species Act of 1973 under your
purview, located within the vicinity of the Town of Topsail Beach BIS project, in Topsail Beach, Pender
County, North Carolina. Please refer to the attached Department of the Army permit modification
request dated July 1, 2020 (received by our office on August 5, 2020), submitted by the Town of Topsail
Beach, to conduct dredging and beach fill in the winter months of 2020-2021. The Town proposes to
include dredging of the northern portion of Banks channel, which is within the project area of a separate
project proposed by the Town of Surf City. Additionally, dune construction would occur in a small area
along the southern portion of the project near Drum Street and taper into the existing dune system.

The U.S. Army Corps of Engineers (Corps) has determined that this project may affect, and is likely to
adversely affect the following species and their critical habitat protected under the Endangered Species
Act (ESA):

Common Name Latin Name Listing Critical Habitat
(CH) Designated
in North Carolina
Loggerhead sea
turtle
Caretta caretta Threatened Yes (LOGG-T-
NC-03)
Piping plover Charadrius
meoldus
Threatened Yes (NC-11)
Rufa red knot Calidris canutus
rufa
Threatened No
Green sea turtle Chelonia mydas Threatened No
Kemp’s Ridley sea
turtle
Lepidochelys
kempi
Endangered No
Sea Beach Amaranthus Threatened No
DEPARTMENT OF THE ARMY
Wilmington District Corps of Engineers
Regulatory Division
69 Darlington Avenue
Wilmington, North Carolina 28403-1343

-2-
amaranth pumilis
Effects determinations for species listed below remain unchanged: the U.S. Army Corps of Engineers
(Corps) has determined that this project may affect, but is not likely to adversely affect the following
species protected under the Endangered Species Act (ESA):
Common Name Latin Name Listing Critical Habitat
(CH) Designated
in North Carolina
Hawksbill sea
turtle
Eretmochelys
imbricata
Endangered No
Leatherback sea
turtle
Dermochelys
coriacea
Endangered No
West Indian
manatee
Trichechus
manatus
Threatened No
Pursuant to 50 CFR section 402.16, the Corps is requesting to reinitiate section 7 formal
consultation based on proposed changes described above. Due to the Town’s timeline, your
expeditious review and response is appreciated. Furthermore, the Corps has determined that the project
would have no effect on any other federally listed threatened or endangered species under the USFWS
purview, and/or modify their designated critical habitat.
If you have any questions regarding this letter, please contact Ms. Liz Hair at the letterhead address, by
telephone at 910-251-4049 by fax at 910-251-4025, or by email at: [e-mail].
Sincerely,
Mickey Sugg
Chief, Wilmington Regulatory Field Office
Enclosures:
Modification request dated July 1, 2020
Copy Furnished (without enclosures):
DWR, Wilmington/Raleigh
DCM, Wilmington/Raleigh
TI Coastal Services, Inc.
387 N. Green Meadows Drive
Wilmington, NC 28405
[phone] (o)
[phone] (f)  

July 1, 2020 

Ms. Heather Coats 
Beach & Inlet Management Project Coordinator 

NCDEQ, Division of Coastal Management 
127 Cardinal Drive Ext. 
Wilmington, NC 28405 
Phone: (910)796‐7302 
[e-mail] 

RE: Minor Modification of Topsail Beach Permit #22‐09 

Dear Ms. Coats, 

Please allow this letter to serve as a request to initiate a Minor Modification to the Town of Topsail 
Beach’s existing CAMA permit, allowing for dredging of beach quality material from the backbarrier 
channel system surrounding the Town and disposing of the material on their oceanfront beach.  The 
current permit, #22‐09, allowed for one‐time beachfill and because the project last winter was not 
completed due to environmental moratoriums, the Town is requesting a minor modification to allow 
for beachfill again this winter. Additionally, Topsail Beach is requesting to include the northern 
portion of Banks Channel (Station 210+00 to 245+00) that is permitted for dredging in Surf City 
nourishment under their permit as well. 

As you know, the Town of Topsail Beach began construction on this project in February of 2020.  The 
project had several initial delays that were beyond our control. Weeks Marine had planned to begin 
work with the 30‐inch dredge, JS Chatry, in late December 2019. Due to issues in the Gulf of Mexico 
where the JS Chatry was previously working and the pipe laying equipment was located, the 
equipment was unable to tow around the tip of Florida until mid‐January. They began laying pipeline 
for JS Chatry in the end of January. This operation was expected to take 6 days, however sea 
conditions prevented operations and the pipeline was not complete until February 19th. Weather 
delayed the hook up of the dredge for another 7 days, with dredging operations beginning on 
February 26, 2020. Early production was very good. On March 2nd, the JS Chatry was beginning to dig 
the shallowest part of the ebb shoal in New Topsail Inlet. The swing anchors had to be placed in 
shallow water (< 5’deep) outside the channel. Upon completing the work possible on that anchor 
set, wave condition and lunar low tides prevented the tug and derrick barge from retrieving the 
swing anchors for 9 days. The dredge was unable to work between March 3rd and March 11th. Even 
with these severe delays the JS Chatry remained on schedule to complete its work by the permitted 
environmental moratorium date of April 30, 2020. 

In order to complete this project to the permitted depths and within the permitted time Weeks 
Marine implemented a second dredge, the Borinquen. This dredge was to begin work immediately 
after completing the Mason Inlet project. The estimated work time for the Borinquen, including 
anticipated weather and mechanical delays was 45 days with work scheduled to begin work 
on/about February 15th. However, there was a 75,000 cubic yard overrun on the Mason Inlet Project 
and New Hanover County would not release Weeks Marine until all work was complete. Once on site  
TI Coastal Services, Inc.
387 N. Green Meadows Drive
Wilmington, NC 28405
[phone] (o)
[phone] (f)  

in Topsail, there were 3 days of unexpected downtime laying pipeline due to the shallow water in 
Banks Channel in the vicinity of Drum Street that hindered the movement of the tugs during low tide 
and the Borinquen began dredging in Banks Channel on March 13, 2020. 

Even with the abovementioned startup delays, production rates were indicating that we would 
complete the project by April 30th. However, in early April 2020, Weeks Marine informed TI Coastal 
that mechanical issues on both dredges made it unlikely that the project could be finished by April 
30. The pump liner on the larger dredge, JS Chatry, was severely worn and the Borinquen, was 
working through a hydraulic line issue. Both problems were reducing the production rate of the 
dredges and the decision was made to shut down and repair the dredges to improve production and 
minimize the risk of a major breakdown.  

A permit extension for the project was applied for, and granted, in late April allowing Weeks Marine 
to complete a minimal fill of the beach and connect the northern and southern fill areas. When it 
became apparent that the project was not going to be completed before April 30, 2020 the overall 
scale of the beachfill was scaled back to ensure the northern and southern beachfill areas would 
connect and a continuous dune would be created. This goal was accomplished and all but 500 feet of 
dune is done for Topsail Beach with the remaining dune construction needed south of the Drum 
Street pipeline crossing (from approximately station 22+50 to the Inlet Hazard AEC boundary at 
17+50). The navigation portion of the project was completed in Topsail Inlet, Banks Connector 
Channel, Banks Side Channel 1 and the southern 2,400 feet of Banks Channel. Volumetrically, 1.734 
million cubic yards (79%) was dredged out of the total estimated volume of 2.192 million cubic yards 
for this project.  

In conjunction to the Topsail Beach project, the town of Surf City was pursuing a permit to conduct a 
private channel dredging and beach nourishment project. This work proposed to continue dredging 
in Banks Channel which benefitted both Topsail Beach and Surf City by providing good navigation to 
all sound‐side residents within the Town of Topsail Beach and providing Surf City with a low‐cost 
source of beach quality sand. The nourishment in Surf City was an interim project until the Federal 
50‐year Coastal Storm Damage Reduction Project (CSDR) was appropriated by Congress and could go 
to construction. The dredge area in Banks Channel resides within the Town of Topsail Beach’s town 
limits and was not included in the original permit application because the vibracores within this 
portion of channel were outdated and time constraints prohibited the addition of re‐coring and 
analyzing an additional 3,500 linear feet of channel. Surf City conducted renewed vibracore efforts in 
Banks Channel and good quality sand was found up to station 245+00. Currently, Surf City has in 
hand the water quality and CAMA permits to dredge in Banks Channel and the Federal permit is 
nearly completed. However, the USACE Federal Project was appropriated by Congress in February 
2020 and Surf City will likely put its private project on the back burner in favor of the Federal 50‐year 
project.  

The Town of Topsail Beach would like to provide sufficient navigation benefits for all of its residents. 
Up to this past spring, the thinking was that Surf City would complete the remaining navigation 
dredging project in Banks Channel from Station 45+00 to 245+00. However, with the Federal project 
utilizing offshore borrow sites for sand, the ultimate navigation goals will not be achieved. To this 
end, the Town of Topsail Beach would like to undertake the dredging responsibility of the remaining  
TI Coastal Services, Inc.
387 N. Green Meadows Drive
Wilmington, NC 28405
[phone] (o)
[phone] (f)  

portion of Banks Channel to their town line, at station 245+00. This material has been deemed beach 
compatible and permitted for beach placement under Surf City’s permitting efforts—the Town of 
Topsail Beach would like to add this portion of navigation dredging in Banks Channel to their existing 
permit as well. The ultimate goal is to have open navigation without any high spots in the 
backbarrier channels while also providing a robust beach for coastal storm protection, enhanced 
shorebird and turtle nesting habits, protect endangered vegetation along the dune line, and improve 
on the recreational portion of the beach. The completion of last winters project, coupled with the 
continued dredging in Banks Channel (covering the area that Surf City was scheduled to complete) 
would achieve all these goals.  

Proposed channel dredging for the 2020/2021 dredge season would consist of Topsail Creek 
(stations 35+00 to 80+00) the Cut Through Channel (station 5+00 to 19+00), Banks Side Channel 2 
(station 2+00 to 43+28), and Banks Channel (station 24+00 to 245+00).  There are no proposed 
modifications to the currently permitted dredge channel widths or depths. Total estimated 
excavation is 900,000 cubic yards of sand. Sand placement would cover the whole length of the 
Town’s limits, replacing eroded sand at the northern end of the beach and completing initial 
construction work at the southern end. The only proposed dune construction (aside from repairing 
dune scarping incurred from any hurricane impacts this fall) would occur from station 17+50 to 
22+50 on the beach. As the beach equilibrates following last season’s nourishment efforts, sand 
placed in the upland beach is transferred offshore by natural processes to rebuild the nearshore 
sandbar system. Now that the bar system has reformed and the beach regained a more natural 
profile, the upland sand placement should undergo a smaller profile equilibration and less show less 
erosion compared to last winter. 

The attached documents contain the proposed plans for the upcoming dredge and nourishment 
project, showing the channels that will be dredged along with the beachfill template. Please let me 
know if you need any further information or have any questions. As always, thank you for all that 
you do and we look forward to coordinating another successful project with the NC and Federal 
resource agencies. 

Sincerely, 

Jamie Pratt, PG 
Vice President  
Topsail Creek, Cut Through Channel,Beach Fill and Dredging of areas including: WINTER 2020/2021DREDGE PLANSTOPSAIL BEACH NOURISHMENT ANDPENDER COUNTY, NORTH CAROLINABanks Channel, and Banks Side Channel 2CHANNEL DREDGING PROJECT11x17 = Half Scale
SHEET 3SHEET 4SHEET 5SHEET 6SHEET 7SHEET 8SHEET 9SHEET 10Atlantic OceanAtlantic Intracoastal WaterwayDA-203DA-189Jolly Roger Fishing PierBeach Fill AreaTopsail Beach Fill AreaBanks ConnectorTopsail InletChannelTopsail InletSide Channel 1TB-1TB-2TB-3TB-4TB-5TB-6TB-7TB-8TB-9TB-10TB-11TB-12TB-13TB-14TB-15TB-16TB-17TB-18TB-19TB-20TB-21TB-22TB-23TB-24TB-25TB-26TB-27TC-1TC-2TC-3TC-4TC-5TC-6TC-7TC-8TC-9TC-10TC-11TC-12TC-13TC-14TC-15TC-16SC2-1SC2-3SC2-5SHEET 14 & 15Creek
SHEET 18 & 19SHEET 22 & 23SHEET 22 & 23Cut ThroughSide Channel 2Banks ChannelBanks ChannelBanks ChannelBanks ChannelCT-1CT-2SC2-2SC2-4BC-3BC-1BC-4BC-2BC-6BC-5BC-8BC-7BC-10BC-9BC-15BC-13BC-11BC-12BC-14SHEET 24 & 25SHEET 24 & 25CT-4CT-5CT-6CT-7CT-8CT-9CT-3SHEET: 2 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 1,200'TI Coastal Services, Inc.0' 600' 1,200'2,400'Scale: 1" = 1,200'TOWN OF TOPSAIL BEACHPender County, NCProject Layout and Control1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
VEHICLE/EQUIPMENTBEACH ACCESSDRUM AVENUEExistingUnder Road SleeveSlope 1:2025' Dune CrestTB-1TB-2TB-3TB-44+74.34
21+79.67
5+00
10+00
10+98.10
15+00
20+0025+00
0+00Inlet Hazard Area ofEnvironmental CconcernNo New Dune ConstructionStation 0+00 to 17+50Landward Fill ExtentTie into Existing5' NAVD88 ContourSeaward Crestof Berm (5' NAVD)Seaward Crestof Berm (5' NAVD)Seaward Toeof FillFill AreaSea Cross SectionsStation 17+50Start of Dune ConstructionTaper into Existing Dune FeatureStation 23+00End of Dune ConstructionTie into Existing Dune FeatureFill North of Drum Street Crossingto Jolly Roger PierFrom Banks Channel DredgingStation 24+00 to 85+00Fill South of Drum Street Crossingto Southern End of FillFrom Topsail Creek DredgingStation 35+00 to 80+00Cut Through Channel DredgingStation 5+00 to 19+00Ocean BlvdDrum ASpot BlvdSHEET: 3 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 100'TI Coastal Services, Inc.0' 50' 100'200'Scale: 1" = 100'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Beach Template and Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
Slope 1:20Slope 1:20TB-5TB-6TB-732+19.12
42+39.76
52+39.47
30+00
35+00
40+00
45+00
50+0055+0060+00
Landward Fill ExtentTie into Existing5' NAVD88 ContourSeaward Crestof Berm (5' NAVD)Seaward Toeof FillSeaward Toeof FillFill AreaSea Cross SectionsOcean BlvdClark AveSmith AveDarden AveOcean BlvdSHEET: 4 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 100'TI Coastal Services, Inc.0' 50' 100'200'Scale: 1" = 100'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Beach Template and Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
VEHICLE/EQUIPMENTBEACH ACCESSCREWS AVENUESlope 1:20Slope 1:20TB-8TB-9TB-10TB-1162+42.17
72+35.73
82+43.0091+22.88
60+00
65+00
70+00
75+00
80+00
85+0090+00
Landward Fill ExtentTie into Existing5' NAVD88 ContourSeaward Crestof Berm (5' NAVD)Fill AreaSea Cross SectionsOcean BlvdJolly Roger Fishing PierSeaward Toeof FillSeaward Toeof FillSHEET: 5 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 100'TI Coastal Services, Inc.0' 50' 100'200'Scale: 1" = 100'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Beach Template and Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
Slope 1:20Slope 1:20TB-11TB-12TB-13TB-14TB-1591+22.88
96+31.18
102+31.00
112+27.52122+31.53
95+00
105+00
110+00
115+00120+00
100+00
Slope 1:20Landward Fill ExtentTie into Existing5' NAVD88 ContourSeaward Crestof Berm (5' NAVD)Seaward Toeof FillSeaward Toeof FillFill AreaSea Cross SectionsJolly Roger Fishing PierOcean BlvdFlake AveSHEET: 6 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 100'TI Coastal Services, Inc.0' 50' 100'200'Scale: 1" = 100'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Beach Template and Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
Slope 1:20TB-16TB-17TB-18122+31.53
132+32.29
142+31.20
152+37.80
125+00
130+00
135+00
140+00
145+00150+00155+00
Landward Fill ExtentTie into Existing5' NAVD88 ContourSeaward Crestof Berm (5' NAVD)Fill AreaSea Cross SectionsS. Anderson BlvdN. Anderson BlvdSeaward Toeof FillSeaward Toeof FillSHEET: 7 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 100'TI Coastal Services, Inc.0' 50' 100'200'Scale: 1" = 100'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Beach Template and Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
ExistingUnder Road SleeveSlope 1:20Slope 1:20TB-19TB-20TB-21162+24.68
172+27.78
182+27.64
155+00
160+00
165+00
170+00
175+00180+00185+00 Fill North of Queens Grant Crossingto Northern Town LineFrom Banks Channel DredgingStation 181+00 to 245+00Fill South of Queens Grant Crossingto Jolly Roger PierFrom Banks Channel DredgingStation 85+00 to 181+00Banks Side Channel 2 DredgingStation 2+00 to 43+285Landward Fill ExtentTie into Existing5' NAVD88 ContourSeaward Crestof Berm (5' NAVD)Seaward Toeof FillFill AreaSea Cross SectionsN. Anderson BlvdBare FN.SunseSeaward Toeof FillSHEET: 8 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 100'TI Coastal Services, Inc.0' 50' 100'200'Scale: 1" = 100'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Beach Template and Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
Slope 1:20Slope 1:20TB-22TB-23TB-24192+27.97
203+50.25
211+52.75
185+00
190+00
195+00
200+00
205+00210+00215+00 Seaward Toeof FillLandward Fill ExtentTie into Existing5' NAVD88 ContourSeaward Toeof FillFill AreaSea Cross SectionsN. Anderson BlvdN. AndersonSHEET: 9 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 100'TI Coastal Services, Inc.0' 50' 100'200'Scale: 1" = 100'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Beach Template and Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
VEHICLE/EQUIPMENTBEACH ACCESSSlope 1:20Town LineTown of Topsail BeachSurf CityTB-25TB-26TB-27222+23.23
235+75.46239+68.03
215+00
220+00
225+00
230+00
235+00
Seaward Crestof Berm (5' NAVD)Landward Fill ExtentTie into Existing5' NAVD88 ContourEnd of BeachfillNo Taper - Tie intoExisting Grade atTown LineFill AreaSea Cross SectionsN. Anderson BlvdStrHumpHisBeCruSeaward Toeof FillSeaward Toeof FillSHEET: 10 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 100'TI Coastal Services, Inc.0' 50' 100'200'Scale: 1" = 100'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Beach Template and Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
SHEET: 11 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: As ShownTI Coastal Services, Inc.0' 50' 100'200'TOWN OF TOPSAIL BEACHPender County, NCStation 0+00 to 80+00 - Beach Template and Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Horizontal0' 5' 10' 20'Vertical/ŶůĞƚ,ĂnjĂƌĚEŽEĞǁƵŶĞŽŶƐƚƌƵĐƚŝŽŶ^ƚĂƚŝŽŶϬнϬϬƚŽϭϳнϱϬEĞǁWƌŝŵĂƌLJƵŶĞŽŶƐƚƌƵĐƚŝŽŶĞŐŝŶĂƚϭϳнϱϬdŝĞ/ŶƚŽdžŝƐƚŝŶŐƵŶĞĂƚϮϯнϬϬ12.0'25.0'20H:1V157.1'5H:1V3H:1V5.0'20H:1V132.6'5.0'20H:1V84.5'5.0'20H:1V149.6'5.0'20H:1V140.6'5.0'20H:1V101.7'5.0'20H:1V108.6'5.0'20H:1V88.6'Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘5.0'11x17 = Half Scale
SHEET: 12 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionTI Coastal Services, Inc.910.821.1358SCALE: As ShownTI Coastal Services, Inc.TOWN OF TOPSAIL BEACHPender County, NCStation 90+00 to 170+00 - Beach Template and Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Graphic Scale0' 50' 100'200'Horizontal0' 5' 10'20'Vertical:ŽůůLJZŽŐĞƌ&ŝƐŚŝŶŐWŝĞƌƵŶĞZĞƉĂŝƌ;ŝĨŶĞĞĚĞĚͿKŶůLJEŽĞƌŵ&ŝůůĂƌŽƵŶĚƉŝĞƌ5.0'20H:1V61.2'5.0'20H:1V109.2'5.0'20H:1V69.6'5.0'20H:1V119.6'5.0'20H:1V75.0'5.0'20H:1V90.9'5.0'20H:1V65.7'5.0'20H:1V98.6'Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
SHEET: 13 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionTI Coastal Services, Inc.910.821.1358SCALE: As ShownTI Coastal Services, Inc.TOWN OF TOPSAIL BEACHPender County, NCStation 180+00 to 239+68 - Beach Template and Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Graphic Scale0' 50' 100'200'Horizontal0' 5' 10'20'Vertical5.0'20H:1V127.4'Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘5.0'20H:1V124.3'5.0'20H:1V64.5'5.0'20H:1V63.9'5.0'20H:1V97.2'5.0'20H:1V99.6'Profile Within Surf City Town LimitsNo Fill From Topsail Beach Project11x17 = Half Scale
New Topsail InletTopsail CreekTopsail CreekNTI-1NTI-2NTI-3BCC-4BCC-3BCC-2BCC-1BC-1TC-10TC-11TC-12TC-13TC-14TC-15TC-16TC-L11TC-L12TC-L13TC-L14TC-L15TC-R15TC-R14TC-R13TC-R12TC-R11TI-R1TI-R2TI-L4TI-L1BCC-R4BCC-R2BCC-R110+005+0055+0085+00
TC-R16TC-L16BCC-5BCC-R3BCC-R5CT-1CT-R1CT-R2CT-R3CT-R4CT-L1CT-L4CT-L5CT-L9TC-R10TC-L9TC-L10BC-L1Cut Through Channel40+0035+000+00
80+00
75+00
70+0060+0065+00
0+0050+0045+00TI-L3TI-L210+0015+000+00
CT-L2CT-L3CT-L6CT-L7CT-R5CT-2CT-3CT-1CT-4CT-5CT-6CT-75+00CT-L8Topsail Creek Dredging12+2' MLWStation 35+00 to 80+00Cut Through Channel Dredging7+2' MLW Station 5+00 to 9+0016+2' MLW Station 9+00 to 19+00Material to be placed South of Drum Streetto south end of beachfill.Topsail Creek Dredging12+2' MLWStation 35+00 to 80+00Material to be placed South of Drum Streetto south end of beachfill.NCDEQ Primary Nursery AreaNo New Dredge Work AllowedCut Through Channel Dimesions:150' Wide and 8+2' MLW DepthStations 5+00 to 7+00SHEET: 14 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 200'TI Coastal Services, Inc.0' 100' 200'400'Scale: 1" = 200'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Creek Dredge Channels and Control1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
10+005+0055+0085+0040+0035+000+00
80+00
75+00
70+0060+0065+00
0+0050+0045+0010+0015+000+00
5+00Topsail Creek Dredging12+2' MLWStation 35+00 to 80+00Cut Through Channel Dredging7+2' MLW Station 5+00 to 9+0016+2' MLW Station 9+00 to 19+00Material to be placed South of Drum Streetto south end of beachfill.Topsail Creek Dredging12+2' MLWStation 35+00 to 80+00Material to be placed South of Drum Streetto south end of beachfill.NCDEQ Primary Nursery AreaNo New Dredge Work AllowedCut Through Channel Dimesions:150' Wide and 8+2' MLW DepthStations 5+00 to 7+00SHEET: 15 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 200'TI Coastal Services, Inc.0' 100' 200'400'Scale: 1" = 200'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Creek Dredge Channels and Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
SHEET: 16 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionTI Coastal Services, Inc.910.821.1358SCALE: As ShownTI Coastal Services, Inc.TOWN OF TOPSAIL BEACHPender County, NCStation 35+00 to 58+00 - Topsail Creek Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Graphic Scale0' 100' 200'400'Horizontal0' 5' 10'20'VerticalR -4512'14'R 45R -45R -45R -45R -57.7R -57.412'14'12'14'12'14'12'14'12'14'R 59.2R 45R 45R 45R 45R -73.7R -75R -75R -75R -75R -7512'14'12'14'12'14'12'14'12'14'12'14'R 72.2R 75R 75R 75R 75R 7512'14'R 7512'14'R 7512'14'R 7512'14'R 7512'14'R 7512'14'R 7512'14'R 7512'14'R 7512'14'R 7512'14'R 7512'14'R 7512'14'R 84.3R -75R -75R -75R -75R -75R -75R -75R -75R -75R -75R -75R -75Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionTI Coastal Services, Inc.910.821.1358TI Coastal Services, Inc.TOWN OF TOPSAIL BEACHPender County, NCStation 59+00 to 80+00 - Topsail Creek Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Graphic Scale0' 100' 200'400'Horizontal0' 5' 10'20'VerticalSHEET: 17 OF 29SCALE: As Shown12'14'R 87.1R -7512'14'R 75R -7512'14'R 75R -7512'14'R 75R -7512'14'R 87.4R -73.6R 73.6R -73.7R 73.7R -73.8R 73.8R -73.9R 73.8R -74R -74.1R 73.9R -74.2R 73.9R 74R -74.3R 74.1R -74.4R -74.4R 74.1R -74.5R 74.2R -74.6R 74.2R 74.3R -74.7R -74.8R 74.4R -74.9R 74.4R 74.5R -75R 74.6R 74.6R -75R -7512'14'12'14'12'14'12'14'12'14'12'14'12'14'12'14'12'14'12'14'12'14'12'14'12'14'12'14'12'14'12'14'12'14'Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
Banks ChannelConnector ChannelBanks ChannelConnector ChannelNew Topsail InletTopsail CreekNTI-1NTI-2NTI-3NTI-4NTI-5NTI-6BCC-7BCC-6BCC-4BCC-3BCC-2BCC-1BC-1TC-15TC-16TC-L14TC-L15TC-R15TI-R1TI-R2TI-R3TI-R4TI-R5TI-R6TI-L5TI-L4TI-L1BCC-L11BCC-L4BCC-L2BCC-L1BCC-R4BCC-R2BCC-R110+0015+0020+0025+0035+005+00
85+00
0+005+0010+00
15+00
20+00
25+00
30+0035+00TC-R16TC-L16BCC-5BCC-L3BCC-R3BCC-R7BCC-L5BCC-L6BCC-R5BCC-R6CT-1CT-R1CT-R2CT-R3CT-R4CT-L1CT-L4CT-L5CT-L9BC-R1BC-L1BBC-L2Cut Through Channel0+00
80+00
75+00
70+0060+0065+00
0+00
40+0045+00TB-130+00TI-L3TI-L2TI-L6TI-L7TI-L8TI-L9TI-L10TI-R7TI-R8TI-R9TI-R10NTI-7NTI-10NTI-9NTI-8TI-L1110+0015+000 0
CT-L2CT-L3CT-L6CT-L7CT-R5CT-R6CT-2CT-3CT-1CT-4CT-5CT-6CT-7CT-85+00CT-L8Topsail Creek Dredging12+2' MLWStation 35+00 to 80+00Cut Through Channel Dredging7+2' MLW Station 5+00 to 9+0016+2' MLW Station 9+00 to 19+00Material to be placed South of Drum Streetto south end of beachfill.NCDEQ Primary Nursery AreaNo New Dredge Work AllowedCut Through Channel Dimesions:150' Wide and 8+2' MLW DepthStations 5+00 to 7+000+005+0010+00 SHEET: 18 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 200'TI Coastal Services, Inc.0' 100' 200'400'Scale: 1" = 200'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Creek Dredge Channels and Control1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
10+0015+0020+0025+0035+005+00
85+00
0+005+0010+00
15+00
20+00
25+00
30+0035+000+00
80+00
75+00
70+0060+0065+00
0+00
40+0045+0030+0010+0015+000 0
5+00Topsail Creek Dredging12+2' MLWStation 35+00 to 80+00Cut Through Channel Dredging7+2' MLW Station 5+00 to 9+0016+2' MLW Station 9+00 to 19+00Material to be placed South of Drum Streetto south end of beachfill.NCDEQ Primary Nursery AreaNo New Dredge Work AllowedCut Through Channel Dimesions:150' Wide and 8+2' MLW DepthStations 5+00 to 7+000+005+0010+00 SHEET: 19 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 200'TI Coastal Services, Inc.0' 100' 200'400'Scale: 1" = 200'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Creek Dredge Channels and Control1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
SHEET: 20 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionTI Coastal Services, Inc.910.821.1358SCALE: As ShownTI Coastal Services, Inc.TOWN OF TOPSAIL BEACHPender County, NCStation 0+00 to 11+00 - Cut Through Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Graphic Scale0' 100' 200'400'Horizontal0' 5' 10'20'VerticalR 10016'18'R -100R 10016'18'R -100R 10016'18'R -100R -75ŚĂŶŶĞůtŝƚŚŝŶdŽƉƐĂŝůƌĞĞŬdĞŵƉůĂƚĞŚĂŶŶĞůtŝƚŚŝŶdŽƉƐĂŝůƌĞĞŬdĞŵƉůĂƚĞŚĂŶŶĞůtŝƚŚŝŶdŽƉƐĂŝůƌĞĞŬdĞŵƉůĂƚĞŚĂŶŶĞůtŝƚŚŝŶdŽƉƐĂŝůƌĞĞŬdĞŵƉůĂƚĞŚĂŶŶĞůtŝƚŚŝŶdŽƉƐĂŝůƌĞĞŬdĞŵƉůĂƚĞR 17.2ZŝŐŚƚ^ŝĚĞŽĨŚĂŶŶĞů8'10'8'10'16'18'R -75R 758'10'R -75R 75tŝƚŚŝŶdŽƉƐĂŝůƌĞĞŬdĞŵƉůĂƚĞR -97R 96Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
SHEET: 21 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionTI Coastal Services, Inc.910.821.1358SCALE: As ShownTI Coastal Services, Inc.TOWN OF TOPSAIL BEACHPender County, NCStation 12+00 to 20+00 - Cut Through Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Graphic Scale0' 100' 200'400'Horizontal0' 5' 10'20'VerticalŚĂŶŶĞůtŝƚŚŝŶĂŶŬƐŽŶŶĞĐƚŽƌdĞŵƉůĂƚĞR 10016'18'R -100R 10016'18'R -100R 10016'18'R -100R 10016'18'R -100R 10016'18'R -100R 10016'18'R -100R 10016'18'R -100R 10016'18'R -100Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
Pipeline CrossingPMENTSSleeveBC-3BC-4BC-2SC1-2SC1-R2SC1-R1SC1-L2SC1-L1SC1-1Banks Side Channel 1BC-R2BC-R3BC-L2BC-L3BC-R4BC-L4SC1-L3SC1-L4SC1-R4SC1-R3SC1-3SC1-4Banks Channel5+00
10+00
15+00
20+00
25+00
TB-44
21+
4
1BC-L5Banks Channel Dredging16+2' MLW Station 24+00 to 40+0010+2' MLW Station 41+00 to 85+00Material to be placed North of Drum Streetto Jolly Roger Pier25+00
30+00
35+00
40+00
45+00
50+00
55+0060+00 65+00 70+00 75+00
15+00
20+00
Shore Line DriveOcean BlvdGoodwin AveTopsail DriveMcLeod AveBoryk AveCarolina BlvdTrout AveDrum AveFlorida AveS. Anderson BlvdSpot BlvdClark AveCarolina BlvdAveAveS. Anderson BlvdCarolina BlvdCrocker AveChannel BlvdBC-5BC-6SC2-R1SC2-1SC2-3SC2-5SC2-R3SC2-L3SC2-L1Banks Side Channel 2BC-R5BC-R6BC-L7SC2-2SC2-R2SC2-L2SC2-4SC2-R4SC2-L4SC2-R5SC2-L5Banks ChannelBC-L65+00
15+00
20+00
25+00
30+00
35+0040+00
10+00BC-R7BC-L8BC-R8BC-L9Banks Channel Dredging10+2' MLWStation 85+00 to 181+00Banks Side Channel 2 Dredging7+2' MLWStation 2+00 to 43+28Material to be placed South of Queens Grantto Jolly Roger PierBanks Channel Dredging16+2' MLW Station 24+00 to 45+0010+2' MLW Station 45+00 to 85+00Material to be placed North of Drum Streetto Jolly Roger Pier80+00
90+00
95+00
100+00
105+00
110+00
115+00
120+00
125+00 130+00135+00 140+00 5+00
Scott AveCarolina BlvdS. Anderson BlvdHines AveCrews AveCarolina BlvdChannel BlvdWard AveDavis AveHaywood AveBridgers AvePearson AveEmpie AveBridgers AveRocky Mt AvewickSHEET: 22 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 200'TI Coastal Services, Inc.0' 100' 200'400'Scale: 1" = 200'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Banks Channel and Side Channels Layout and Control1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273ĂŶŬƐŚĂŶŶĞů^ƚĂƚŝŽŶϬнϬϬƚŽϰϬнϬϬƌĞĚŐĞĞƉƚŚϭϲнϮΖD>tĂŶŬƐŚĂŶŶĞů^ƚĂƚŝŽŶϰϭнϬϬƚŽϮϰϱнϬϬƌĞĚŐĞĞƉƚŚϭϬнϮΖD>tChannel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
Pipeline CrossingPMENTSSleeve5+00
10+00
15+00
20+00
25+00
4
21+
4
1Banks Channel Dredging16+2' MLW Station 24+00 to 40+0010+2' MLW Station 41+00 to 85+00Material to be placed North of Drum Streetto Jolly Roger Pier25+00
30+00
35+00
40+00
45+00
50+00
55+0060+00 65+00 70+00 75+00
15+00
20+00
Shore Line DriveOcean BlvdGoodwin AveTopsail DriveMcLeod AveBoryk AveCarolina BlvdTrout AveDrum AveFlorida AveS. Anderson BlvdSpot BlvdClark AveCarolina BlvdAveAveS. Anderson BlvdCarolina BlvdCrocker AveChannel Blvd5+00
15+00
20+00
25+00
30+00
35+0040+00
10+00Banks Channel Dredging10+2' MLWStation 85+00 to 181+00Banks Side Channel 2 Dredging7+2' MLWStation 2+00 to 43+28Material to be placed South of Queens Grantto Jolly Roger PierBanks Channel Dredging16+2' MLW Station 24+00 to 45+0010+2' MLW Station 45+00 to 85+00Material to be placed North of Drum Streetto Jolly Roger Pier80+00
90+00
95+00
100+00
105+00
110+00
115+00
120+00
125+00 130+00135+00 140+00 5+00
Scott AveCarolina BlvdS. Anderson BlvdHines AveCrews AveCarolina BlvdChannel BlvdWard AveDavis AveHaywood AveBridgers AvePearson AveEmpie AveBridgers AveRocky Mt AvewickSHEET: 23 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 200'TI Coastal Services, Inc.0' 100' 200'400'Scale: 1" = 200'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Banks Channel and Side Channels Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273ĂŶŬƐŚĂŶŶĞů^ƚĂƚŝŽŶϬнϬϬƚŽϰϬнϬϬƌĞĚŐĞĞƉƚŚϭϲнϮΖD>tĂŶŬƐŚĂŶŶĞů^ƚĂƚŝŽŶϰϭнϬϬƚŽϮϭϬнϬϬƌĞĚŐĞĞƉƚŚϭϬнϮΖD>tChannel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
Pipeline Crossingoad SleeveQueen's GrantSub DivisionBC-7BC-8BC-9BC-R10BC-L11BC-R17BC-L18Banks ChannelBC-R8BC-L9BC-L10BC-R9BC-L12BC-R11BC-R12BC-L13BC-R13BC-L14BC-R14BC-L15BC-L16BC-R15BC-R16BC-L17Banks Channel Dredging10+2' MLWStation 181+00 to 245+00Material to be placed North of Queens GrantBanks Channel Dredging10+2' MLWStation 85+00 to 181+00Banks Side Channel 2 Dredging7+2' MLWStation 2+00 to 43+28Material to be placed South of Queens Grantto Jolly Roger Pier145+00
150+00
155+00
160+00
165+00
170+00
175+00
180+00
185+00
190+00 195+00 200+00 210+00
Bridgers AveBarwickAnderson BlvdMonroe LnCanady AveN. Anderson BlvdN. Anderson BlvdGaye AveBare Foot LnN Anderson Bl dSunset AvePMENTSBC-10Banks ChannelBanks Channel Dredging10+2' MLWStation 181+00 to 245+00Material to be placed North of Queens Grant215+00
220+00
225+00
230+00
235+00
240+00
245+00
250+00
255+00260+00265+00270+00
210+00 Nixon AveSidbury AveCatherine AveN. Anderson BlvdBeechwood DrFields AveStrawberry LnHumphrey AveHispaniola LnBeachwood DrCrutchfield AveSurf CityTopsail BeachTown LineBanks Channel DredgingStation 45+00 to 245+00End of Permitted200' ChannelTaper to 90' wide and7+2' MLW Dredge DepthSHEET: 24 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 200'TI Coastal Services, Inc.0' 100' 200'400'Scale: 1" = 200'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Banks Channel Layout and Control1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
BC-7BC-8BC-9BC-R10BC-L11BC-R17BC-L18Banks ChannelBC-R8BC-L9BC-L10BC-R9BC-L12BC-R11BC-R12BC-L13BC-R13BC-L14BC-R14BC-L15BC-L16BC-R15BC-R16BC-L17Banks Channel Dredging10+2' MLWStation 181+00 to 245+00Material to be placed North of Queens GrantBanks Channel Dredging10+2' MLWStation 85+00 to 181+00Banks Side Channel 2 Dredging7+2' MLWStation 2+00 to 43+28Material to be placed South of Queens Grantto Jolly Roger Pier145+00
150+00
155+00
160+00
165+00
170+00
175+00
180+00
185+00
190+00 195+00 200+00 210+00
Bridgers AveBarwickAnderson BlvdMonroe LnCanady AveN. Anderson BlvdN. Anderson BlvdGaye AveBare Foot LnN Anderson Bl dSunset AveBanks Channel Dredging10+2' MLWStation 181+00 to 245+00Material to be placed North of Queens Grant215+00
220+00
225+00
230+00
235+00
240+00
245+00
250+00
255+00260+00265+00270+00
210+00 Nixon AveSidbury AveCatherine AveN. Anderson BlvdBeechwood DrFields AveStrawberry LnHumphrey AveHispaniola LnBeachwood DrCrutchfield AveSurf CityTopsail BeachTown LineBanks Channel DredgingStation 45+00 to 245+00End of Permitted200' ChannelTaper to 90' wide and7+2' MLW Dredge DepthSHEET: 25 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 200'TI Coastal Services, Inc.0' 100' 200'400'Scale: 1" = 200'TOWN OF TOPSAIL BEACHPender County, NCPlan View - Banks Channel Bathymetry1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
SHEET: 26 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionTI Coastal Services, Inc.910.821.1358SCALE: As ShownTI Coastal Services, Inc.TOWN OF TOPSAIL BEACHPender County, NCStation 25+00 to 140+00 - Banks Channel Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Graphic Scale0' 100' 200'400'Horizontal0' 5' 10'20'Vertical16'18'R 100.0R -255.216'18'R 100.016'18'R 100.010'12'R 100.0R -100.010'12'R 129.0R -72.010'12'R 170.0R -30.016'18'R 100.0R -135.5R -240.8R -158.510'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -109.410'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 170.0R -30.010'12'R 170.0R -30.010'12'R 170.0R -30.010'12'R 170.0R -30.0Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
SHEET: 27 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionTI Coastal Services, Inc.910.821.1358SCALE: As ShownTI Coastal Services, Inc.TOWN OF TOPSAIL BEACHPender County, NCStation 145+00 to 245+00 - Banks Channel Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Graphic Scale0' 100' 200'400'Horizontal0' 5' 10'20'Vertical10'12'R 100.0R -100.010'12'R 112.2R -88.610'12'R 157.1R -43.710'12'R 140.2R -61.910'12'R 59.0R -144.510'12'R 42.7R -157.610'12'R 170.2R -31.710'12'R 142.2R -58.110'12'R 113.0R -87.410'12'R 76.9R -123.710'12'R 97.1R -103.210'12'R 69.9R -130.410'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.010'12'R 100.0R -100.0Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
SHEET: 28 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionTI Coastal Services, Inc.910.821.1358SCALE: As ShownTI Coastal Services, Inc.TOWN OF TOPSAIL BEACHPender County, NCStation 0+00 to 35+00 - Banks Side Channel 2 Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Graphic Scale0' 50' 100'200'Horizontal0' 5' 10'20'Vertical7'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45.97'9'R 50.67'9'R 55.37'9'R 607'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -45R 60R -55.3R 50.6R -45.9Channel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘11x17 = Half Scale
SHEET: 29 OF 29387-B N. Green Meadows Dr.Wilmington, NC 28405Vertical DatumMean High WaterConversionTI Coastal Services, Inc.910.821.1358SCALE: As ShownTI Coastal Services, Inc.TOWN OF TOPSAIL BEACHChannel Dredging and Coastal Storm Damage Reduction Project - Phase 22020/2021 BEACH NOURISHMENT PROJECTPender County, NCStation 36+00 to 44+00 - Banks Side Channel 2 Cross Sections1.20'NAVD 19882.54'Mean Low Water3.74'Christian L. Gibson, P.E. No. 026273Graphic Scale0' 50' 100'200'Horizontal0' 5' 10'20'VerticalDWG NAME: Topsail Beach Construction Plans 2020.dwgDWG DATE: June 16, 2020SURVEY DATE: June 2020EŽƚĞƐ͗ϭ͘,ŽƌŝnjŽŶƚĂůĂƚƵŵ͗E^ƚĂƚĞWůĂŶĞͲŽŶĞϯϮϬϬ͕Eϴϯ͕&ĞĞƚϮ͘sĞƌƚŝĐĂůĂƚƵŵ͗EsϴϴĨŽƌĞĂĐŚ͖D>tĨŽƌŚĂŶŶĞůƐϯ͘ĂƚĂĐŽůůĞĐƚĞĚďLJd/ŽĂƐƚĂůŝŶ^ƉƌŝŶŐͬ^ƵŵŵĞƌϮϬϮϬĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘ϰ͘^ŽƵŶĚŝŶŐƐĂƌĞĞdžƉƌĞƐƐĞĚŝŶĨĞĞƚĂŶĚƚĞŶƚŚƐ͘ϱ͘ĞƌŝĂůƉŚŽƚŽŐƌĂƉŚLJƉĞƌĨŽƌŵĞĚďLJdĞƌƌĂ>ŝŶĂDĂƉƉŝŶŐŽŶƐƵůƚĂŶƚƐ͕/ŶĐ͘ŽŶ:ƵŶĞϭϳ͕ϮϬϭϵĂŶĚƌĞƉƌĞƐĞŶƚĐŽŶĚŝƚŝŽŶƐĂƚƚŚĂƚƚŝŵĞ͘7'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -457'9'R 45R -4511x17 = Half Scale

CAMA Permit Minor Mod Request 
#22‐09 

Supplemental Geotechnical Information 
Banks Channel Stations 210+00 to 245+00 

‐Vibracore Spider Map 
‐Individual Core Logs 
‐Sample Grain Size Distribution Curves 
‐Sample Granularmetric Tables 
‐Core Photographs 
‐Composite Summary Table 
‐Channel Dredge Summary and Native Comparison Table 
‐Overall Composite Grain Size Curve and Granularmetric Table 

165+00170+00175+00180+00185+00190+00195+00200+00210+00215+00220+00225+00230+00235+00240+00245+00250+00255+00260+00265+00270+00275+00280+00285+00290+00295+00300+00305+00310+00315+00320+00325+00BANKS CHANNELATLANTIC INTRACOASTAL WATERWAYHARVEYS CUT
SURF CITYTOPSAIL BEACH205+002018 Vibracore Location2019 Vibracore Location2017-VC-TB-432017-VC-TB-442017-VC-TB-452017-VC-TB-462017-VC-TB-472017-VC-TB-482018-VC-SC-012018-VC-SC-022018-VC-SC-032018-VC-SC-042019-VC-SC-01SHEET: 3 OF 3387-B N. Green Meadows DriveWilmington, NC 28405Vertical DatumMHWConversionGraphic ScaleTI Coastal Services, Inc.910.821.1358SCALE: 1" = 1,000'NAVD881.20'0'250'500'1,000'Scale: 1" = 1,000'Proposed Channel DesignVibracore Sampling Locations and Spider MapMLW2.54'Surf City Nourishment ProjectSurf CityPender & Onslow County, North CarolinaDWG NAME: Surf City Vibracore Spider Map.dwgSURVEY DATE: 6/2017, 3/2018 & 7/2019DWG DATE: August 29, 2019Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 3. Channel layout is preliminary, pending approval by State and Federal Permitting Agencies. 4. Vibracores collected by Athena Technologies between June 5 and June 14, 2017 (Topsail) and on March 29, 2018 and July 11-12, 2019 (Surf City). 5. Positions provided by Athena Technologies and determined by DGPS, tide corrections provided by TI Coastal Services via RTK GPS. 6. Aerial photography performed by TerraLina Mapping Consultants, Inc. on June 17, 2019 and represent conditions at that time.
1
2
3
-14.4
-14.9
6.0
6.5
Sample #1, Depth = 1.5'
Mean (mm): 0.36, Phi Sorting: 1.44
Fines (230): 0.45% (SW)
Sample #2, Depth = 4.2'
Mean (mm): 0.27, Phi Sorting: 0.64
Fines (230): 0.50% (SP)
Sample #3, Depth = 6.3'
Mean (mm): 0.41, Phi Sorting: 1.47
Fines (230): 0.25% (SW)
Single layer, Sand - fine to medium grained
sand, moderately well-sorted quartz sand
with sparse shell fragments (<0.1), upper 0.3
of core contains a thin layer of fines and shell
hash (<0.1') light gray (10YR-7/2), light gray
(10YR-7/2), (SP).
Single layer, Shelly sand- medium grained
sand, well sorted quartz sand with moderate
shell hash and fragments up to 0.1'., light
brownish gray (10YR-6/2), (SW).
End of Boring
NAD 1983North Carolina State Plane
6.5 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
03-29-18 09:35
-8.4 Ft.
-8.4
03-29-18
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 7.0 Ft.
MLW
DRILLING LOG
Vibracore
SJF
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2018-VC-SC-01
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,421,003 Y = 235,099
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.BOX ORSAMPLEDEPTH(ft)
0
5
10
15
20
25LEGEND%REC.REMARKS
Boring Designation 2018-VC-SC-01
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19
1
2-14.4
-15.0
-16.6
5.2
5.8
7.4
Sample #1, Depth = 1.4'
Mean (mm): 0.51, Phi Sorting: 1.50
Fines (230): 0.45% (SW)
Sample #2, Depth = 4.6'
Mean (mm): 0.38, Phi Sorting: 1.15
Fines (230): 0.12% (SW)
Single layer, Sand, fine to medium grained,
moderately well sorted quartz sand, sparse
shell fragments (<0.1'). 0' to 0.8' show an
abundance in shell hash and fragments (0.1')
with medium to corase grained sand., light
gray (10YR-7/2), (SP).
Single layer, Shelly sand medium to coarse
grained (<0.1), gray (10YR-6/1), (SW).
Single layer, Silty sand very fined grained
and moderately well sorted. 6.2' to 6.5' is fine
quartz sand with oyster shells (<0.1)., dark
gray (7.5YR-4/1), (SM).
End of Boring
NAD 1983North Carolina State Plane
7.3 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
03-29-18 09:51
-9.2 Ft.
-9.2
03-29-18
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 8.0 Ft.
MLW
DRILLING LOG
Vibracore
SJF
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2018-VC-SC-02
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,421,681 Y = 235,764
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.BOX ORSAMPLEDEPTH(ft)
0
5
10
15
20
25LEGEND%REC.REMARKS
Boring Designation 2018-VC-SC-02
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19
1
2
3
4
5
-9.3
-9.9
-11.8
-13.8
-16.1
3.5
4.1
6.0
8.0
10.3
Sample #1, Depth = 1.3'
Mean (mm): 0.26, Phi Sorting: 0.90
Fines (230): 0.77% (SW)
Sample #2, Depth = 3.8'
Mean (mm): 1.05, Phi Sorting: 2.26
Fines (230): 0.52% (SW)
Sample #3, Depth = 5.3'
Mean (mm): 0.40, Phi Sorting: 1.31
Fines (230): 0.39% (SW)
Sample #4, Depth = 7.5'
Mean (mm): 0.85, Phi Sorting: 1.69
Fines (230): 0.04% (SW)
Sample #5, Depth = 8.3'
Mean (mm): 0.33, Phi Sorting: 2.28
Fines (230): 9.10% (SW-SM)
Single layer, Sand- fine grained, well sorted
quartz sand with sparse shell fragments.,
dark gray (10YR-4/1), (SP).
Single layer, Shelly sand-medium to coarse
grained quartz sand with shell fragments and
shell hash (<0.1), gray (10YR-5/1), (SW).
Single layer, Sand- fine to medium grained,
well sorted quartz sand with sparse shell
fragments, light gray (2.5Y-7/1), (SP).
Single layer, Shelly sand-medium to coarse
grained quartz sand with shell fragments and
shell hash (<0.1), gray (10YR-5/1), (SW).
Single layer, Silty sand- fine grained and
moderately sorted with broken oyster shells
(<0.1), very dark gray (2.5Y-3/1), (SM).
End of Boring
NAD 1983North Carolina State Plane
10.3 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
03-29-18 10:07
-5.8 Ft.
-5.8
03-29-18
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 11.0 Ft.
MLW
DRILLING LOG
Vibracore
SJF
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2018-VC-SC-03
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,422,294 Y = 236,364
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.BOX ORSAMPLEDEPTH(ft)
0
5
10
15
20
25LEGEND%REC.REMARKS
Boring Designation 2018-VC-SC-03
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19
1
2
3
-10.3
-11.0
-16.2
3.0
3.7
8.9
Sample #1, Depth = 2.0'
Mean (mm): 0.19, Phi Sorting: 0.51
Fines (230): 0.19% (SP)
Sample #2, Depth = 3.4'
Mean (mm): 0.71, Phi Sorting: 1.82
Fines (230): 0.14% (SW)
Sample #3, Depth = 6.5'
Mean (mm): 0.24, Phi Sorting: 0.78
Fines (230): 0.05% (SP)
Single layer, Sand-fine well sorted quartz
sand with little to no shell fragments, dark
gray (10YR-4/1), (SP).
Single layer, Shelly sand- medium to coarse
grained quartz sand and abundant shell
fragments and shell hash (<0.1'), light
brownish gray (10YR-6/2), (SW).
Sand- fine to medium well sorted quartz sand
little to no shell fragments or shell hash., gray
(10YR-5/1), (SP).
End of Boring
NAD 1983North Carolina State Plane
8.9 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
03-29-18 10:23
-7.3 Ft.
-7.3
03-29-18
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.5 Ft.
MLW
DRILLING LOG
Vibracore
SJF
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2018-VC-SC-04
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,423,041 Y = 236,908
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.BOX ORSAMPLEDEPTH(ft)
0
5
10
15
20
25LEGEND%REC.REMARKS
Boring Designation 2018-VC-SC-04
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19
1
2
3
-11.2
-15.0
-15.8
3.7
7.5
8.3
Sample #1, Depth = 1.8'
Mean (mm): 0.23, Phi Sorting: 0.71
Fines (230): 0.54% (SP)
Sample #2, Depth = 5.7'
Mean (mm): 0.59, Phi Sorting: 1.79
Fines (230): 0.37% (SW)
Sample #3, Depth = 8.0'
Mean (mm): 0.23, Phi Sorting: 0.73
Fines (230): 0.15% (SP)
Sand - fine to medium grained, moderately
well sorted quartz sand with sparse shell
fragments and shell hash (<0.1'). Shell hash
and fragments concentrated at bottom of
stratigraphic layer. Sparse silt at 2' to 3'.,
(SP).
Sand - fine to medium grained, moderatly
well sorted quartz sand with moderate fine
shell hash and shell fragments (<0.15').,
(SW).
Sand - fine to medium grained, well sorted
clean quartz sand with minimal very fine shell
hash., (SP).
End of Boring
NAD 1983North Carolina State Plane
8.3 Ft.
STARTED
DIVISION INSTALLATION
16. ELEVATION TOP OF BORING
17. TOTAL RECOVERY FOR BORING
LOCATION COORDINATES
1. PROJECT
07-11-19 12:56
-7.5 Ft.
-7.5
07-11-19
0.0
6. THICKNESS OF OVERBURDEN
7. DEPTH DRILLED INTO ROCK
8. TOTAL DEPTH OF BORING 9.0 Ft.
MLW
DRILLING LOG
Vibracore
JCP
10. COORDINATE SYSTEM/DATUM
11. MANUFACTURER'S DESIGNATION OF DRILL
DISTURBED UNDISTURBED (UD)
18. SIGNATURE AND TITLE OF INSPECTOR
14. ELEVATION GROUND WATER
15. DATE BORINGVERTICAL
INCLINED
0.0 Ft.
2019-VC-SC-01
Surf City Nourishment 2018-2019
Surf City, NC
AUTO HAMMER
MANUAL HAMMERX = 2,422,779 Y = 236,720
CONTRACTOR FILE NO.
COMPLETED
VERTICALHORIZONTAL
Palmer McClellan
Usace-Saw
9. SIZE AND TYPE OF BIT
12. TOTAL SAMPLES
13. TOTAL NUMBER CORE BOXES
DEG. FROMVERTICAL BEARING5. DIRECTION OF BORING
4. NAME OF DRILLER
3. DRILLING AGENCY
2. BORING DESIGNATION
Athena Technologies
0.0 Ft.
3.0 In.BOX ORSAMPLEDEPTH(ft)
0
5
10
15
20
25LEGEND%REC.REMARKS
Boring Designation 2019-VC-SC-01
SHEET 1
OF 1 SHEETS
SAJ FORM 1836
JUN 02
MODIFIED FOR THE FLORIDA DEP
JUN 04
CLASSIFICATION OF MATERIALSDepths and elevations based on measured valuesELEV.(ft)FLORIDA DEP ROSS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/29/19
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-01 #1
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.45
#230 - 0.45 -2.01 6.66 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 1.93
Sample Sample Information
Gravel
Silt and Clay
1.47 1.44 Surf City Nourishment 2018-2019
04-10-18
DLM
2,421,003
235,099
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-9.9
Elev. (ft)Symbol
21.40
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-01 #2
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.50
#230 - 0.50 -1.6 8.69 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SP 2.04
Sample Sample Information
Gravel
Silt and Clay
1.91 0.64 Surf City Nourishment 2018-2019
04-10-18
DLM
2,421,003
235,099
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-12.6
Elev. (ft)Symbol
9.10
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-01 #3
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.29
#230 - 0.25 -1.88 6.35 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 1.72
Sample Sample Information
Gravel
Silt and Clay
1.27 1.47 Surf City Nourishment 2018-2019
04-10-18
DLM
2,421,003
235,099
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-14.7
Elev. (ft)Symbol
20.10
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-02 #1
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.45
#230 - 0.45 -1.32 4.24 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 1.45
Sample Sample Information
Gravel
Silt and Clay
0.96 1.5 Surf City Nourishment 2018-2019
04-10-18
2,421,681
235,764
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-10.6
Elev. (ft)Symbol
33.50
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-02 #2
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.12
#230 - 0.12 -1.8 7.19 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 1.64
Sample Sample Information
Gravel
Silt and Clay
1.39 1.15 Surf City Nourishment 2018-2019
04-10-18
2,421,681
235,764
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-13.8
Elev. (ft)Symbol
18.50
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-03 #1
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.81
#230 - 0.77 -1.34 5.58 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 2.19
Sample Sample Information
Gravel
Silt and Clay
1.97 0.9 Surf City Nourishment 2018-2019
04-10-18
DLM
2,422,294
236,364
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-7.1
Elev. (ft)Symbol
12.00
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-03 #2
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.56
#230 - 0.52 -0.75 2.48 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 0.62
Sample Sample Information
Gravel
Silt and Clay
-0.07 2.26 Surf City Nourishment 2018-2019
04-11-18
SJF
2,422,294
236,364
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-9.6
Elev. (ft)Symbol
46.00
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-03 #3
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.39
#230 - 0.39 -1.69 5.28 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 1.74
Sample Sample Information
Gravel
Silt and Clay
1.34 1.31 Surf City Nourishment 2018-2019
04-11-18
SJF
2,422,294
236,364
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-11.1
Elev. (ft)Symbol
16.30
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-03 #4
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.09
#230 - 0.04 -0.96 3.04 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 0.79
Sample Sample Information
Gravel
Silt and Clay
0.24 1.69 Surf City Nourishment 2018-2019
04-11-18
SJF
2,422,294
236,364
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-13.3
Elev. (ft)Symbol
41.00
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-03 #5
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 9.19
#230 - 9.10 -1.3 3.12 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW-SM 2.74
Sample Sample Information
Gravel
Silt and Clay
1.6 2.28 Surf City Nourishment 2018-2019
04-11-18
SJF
2,422,294
236,364
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-14.1
Elev. (ft)Symbol
32.00
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-04 #1
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.24
#230 - 0.19 -2.43 15.65 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SP 2.43
Sample Sample Information
Gravel
Silt and Clay
2.36 0.51 Surf City Nourishment 2018-2019
04-11-18
SJF
2,423,041
236,908
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-9.3
Elev. (ft)Symbol
4.80
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-04 #2
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.19
#230 - 0.14 -0.81 2.56 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 1.16
Sample Sample Information
Gravel
Silt and Clay
0.5 1.82 Surf City Nourishment 2018-2019
04-11-18
SJF
2,423,041
236,908
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-10.7
Elev. (ft)Symbol
42.70
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2018-VC-SC-04 #3
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.05
#230 - 0.05 -2.2 10.39 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SP 2.24
Sample Sample Information
Gravel
Silt and Clay
2.04 0.78 Surf City Nourishment 2018-2019
04-11-18
SJF
2,423,041
236,908
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-13.8
Elev. (ft)Symbol
10.00
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2019-VC-SC-01 #1
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.69
#230 - 0.54 -1.43 6.48 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SP 2.27
Sample Sample Information
Gravel
Silt and Clay
2.1 0.71 Surf City Nourishment 2018-2019
07-31-19
PRD
2,422,779
236,720
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-9.3
Elev. (ft)Symbol
8.68
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2019-VC-SC-01 #2
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.37
#230 - 0.37 -1.66 5.86 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 1.22
Sample Sample Information
Gravel
Silt and Clay
0.76 1.79 Surf City Nourishment 2018-2019
07-31-19
PRD
2,422,779
236,720
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-13.2
Elev. (ft)Symbol
28.04
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
2019-VC-SC-01 #3
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt Sort
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#200 - 0.15
#230 - 0.15 -2.67 14.78 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SP 2.28
Sample Sample Information
Gravel
Silt and Clay
2.09 0.73 Surf City Nourishment 2018-2019
07-31-19
PRD
2,422,779
236,720
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
-15.5
Elev. (ft)Symbol
11.93
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 4.30 1.92 4.30 1.92
4 -2.25 4.76 6.90 3.08 11.20 5.00
5 -2.00 4.00 1.70 0.76 12.90 5.76
7 -1.50 2.83 2.70 1.21 15.60 6.97
10 -1.00 2.00 3.30 1.47 18.90 8.44
14 -0.50 1.41 4.00 1.79 22.90 10.23
18 0.00 1.00 4.20 1.88 27.10 12.10
25 0.50 0.71 7.00 3.13 34.10 15.23
35 1.00 0.50 8.40 3.75 42.50 18.98
45 1.50 0.35 24.00 10.72 66.50 29.70
60 2.00 0.25 52.80 23.58 119.30 53.28
70 2.25 0.21 35.70 15.94 155.00 69.23
80 2.50 0.18 33.50 14.96 188.50 84.19
100 2.75 0.15 26.60 11.88 215.10 96.07
120 3.00 0.13 5.60 2.50 220.70 98.57
170 3.50 0.09 2.20 0.98 222.90 99.55
200 3.75 0.07 0.00 0.00 222.90 99.55
230 4.00 0.06 0.00 0.00 222.90 99.55
Sorting
1.44
Skewness
-2.01
Kurtosis
6.66
-9.9 MLW
Sieve Number
Wet - 2.5Y-6/1
Dry - 2.5Y-7/1SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,421,003 235,099 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.40
Mean Phi
1.47
Phi 5
2.73
Phi 16
2.50
Phi 25
2.35
Phi 50
1.93
Phi 75
1.28
Phi 84
0.60
223.90
Phi 95
-2.25
Mean mm
0.36
Moment
Statistics
Fines (%):
223.90 0.10
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-01 #1
Analysis Date: 04-10-18
Analyzed By: DLM
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.45
#230 - 0.45
Organics (%):Carbonates (%):
21.40
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 0.00 0.00 0.00 0.00
4 -2.25 4.76 0.30 0.11 0.30 0.11
5 -2.00 4.00 0.00 0.00 0.30 0.11
7 -1.50 2.83 0.20 0.08 0.50 0.19
10 -1.00 2.00 0.30 0.11 0.80 0.30
14 -0.50 1.41 0.90 0.34 1.70 0.65
18 0.00 1.00 1.90 0.72 3.60 1.37
25 0.50 0.71 4.70 1.79 8.30 3.16
35 1.00 0.50 11.00 4.19 19.30 7.36
45 1.50 0.35 30.90 11.78 50.20 19.13
60 2.00 0.25 73.40 27.97 123.60 47.10
70 2.25 0.21 50.70 19.32 174.30 66.43
80 2.50 0.18 52.10 19.86 226.40 86.28
100 2.75 0.15 28.30 10.79 254.70 97.07
120 3.00 0.13 4.60 1.75 259.30 98.82
170 3.50 0.09 1.70 0.65 261.00 99.47
200 3.75 0.07 0.10 0.04 261.10 99.50
230 4.00 0.06 0.00 0.00 261.10 99.50
Sorting
0.64
Skewness
-1.6
Kurtosis
8.69
-12.6 MLW
Sieve Number
Wet - 2.5Y-6/1
Dry - 2.5Y-7/1SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,421,003 235,099 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.50
Mean Phi
1.91
Phi 5
2.70
Phi 16
2.47
Phi 25
2.36
Phi 50
2.04
Phi 75
1.60
Phi 84
1.37
262.40
Phi 95
0.72
Mean mm
0.27
Moment
Statistics
Fines (%):
262.40 0.00
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-01 #2
Analysis Date: 04-10-18
Analyzed By: DLM
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.50
#230 - 0.50
Organics (%):Carbonates (%):
9.10
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 7.90 3.25 7.90 3.25
4 -2.25 4.76 4.80 1.97 12.70 5.22
5 -2.00 4.00 1.20 0.49 13.90 5.72
7 -1.50 2.83 2.50 1.03 16.40 6.75
10 -1.00 2.00 4.00 1.65 20.40 8.39
14 -0.50 1.41 6.80 2.80 27.20 11.19
18 0.00 1.00 7.20 2.96 34.40 14.15
25 0.50 0.71 10.30 4.24 44.70 18.39
35 1.00 0.50 14.90 6.13 59.60 24.52
45 1.50 0.35 34.70 14.27 94.30 38.79
60 2.00 0.25 62.20 25.59 156.50 64.38
70 2.25 0.21 34.80 14.32 191.30 78.69
80 2.50 0.18 25.70 10.57 217.00 89.26
100 2.75 0.15 20.00 8.23 237.00 97.49
120 3.00 0.13 3.70 1.52 240.70 99.01
170 3.50 0.09 1.60 0.66 242.30 99.67
200 3.75 0.07 0.10 0.04 242.40 99.71
230 4.00 0.06 0.10 0.04 242.50 99.75
Sorting
1.47
Skewness
-1.88
Kurtosis
6.35
-14.7 MLW
Sieve Number
Wet - 2.5Y-5/1
Dry - 2.5Y-6/1SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,421,003 235,099 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.25
Mean Phi
1.27
Phi 5
2.67
Phi 16
2.38
Phi 25
2.19
Phi 50
1.72
Phi 75
1.02
Phi 84
0.22
243.10
Phi 95
-2.36
Mean mm
0.41
Moment
Statistics
Fines (%):
243.10 0.00
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-01 #3
Analysis Date: 04-10-18
Analyzed By: DLM
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.29
#230 - 0.25
Organics (%):Carbonates (%):
20.10
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 5.20 2.34 5.20 2.34
4 -2.25 4.76 6.00 2.70 11.20 5.05
5 -2.00 4.00 2.70 1.22 13.90 6.26
7 -1.50 2.83 5.40 2.43 19.30 8.70
10 -1.00 2.00 7.20 3.24 26.50 11.94
14 -0.50 1.41 9.60 4.33 36.10 16.27
18 0.00 1.00 10.40 4.69 46.50 20.96
25 0.50 0.71 14.20 6.40 60.70 27.35
35 1.00 0.50 20.10 9.06 80.80 36.41
45 1.50 0.35 33.50 15.10 114.30 51.51
60 2.00 0.25 48.80 21.99 163.10 73.50
70 2.25 0.21 21.20 9.55 184.30 83.06
80 2.50 0.18 21.50 9.69 205.80 92.74
100 2.75 0.15 12.40 5.59 218.20 98.33
120 3.00 0.13 2.00 0.90 220.20 99.23
170 3.50 0.09 0.70 0.32 220.90 99.55
200 3.75 0.07 0.00 0.00 220.90 99.55
230 4.00 0.06 0.00 0.00 220.90 99.55
Sorting
1.5
Skewness
-1.32
Kurtosis
4.24
-10.6 MLW
Sieve Number
Wet - 2.5Y-5/1
Dry - 2.5Y-6/1SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,421,681 235,764 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.41
Mean Phi
0.96
Phi 5
2.60
Phi 16
2.27
Phi 25
2.04
Phi 50
1.45
Phi 75
0.32
Phi 84
-0.53
221.90
Phi 95
-2.27
Mean mm
0.51
Moment
Statistics
Fines (%):
221.90 0.10
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-02 #1
Analysis Date: 04-10-18
Analyzed By:
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.45
#230 - 0.45
Organics (%):Carbonates (%):
33.50
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 1.70 0.70 1.70 0.70
4 -2.25 4.76 3.50 1.44 5.20 2.14
5 -2.00 4.00 1.20 0.49 6.40 2.64
7 -1.50 2.83 2.00 0.82 8.40 3.46
10 -1.00 2.00 3.40 1.40 11.80 4.86
14 -0.50 1.41 5.70 2.35 17.50 7.21
18 0.00 1.00 6.90 2.84 24.40 10.06
25 0.50 0.71 12.10 4.99 36.50 15.05
35 1.00 0.50 18.80 7.75 55.30 22.79
45 1.50 0.35 47.70 19.66 103.00 42.46
60 2.00 0.25 67.10 27.66 170.10 70.12
70 2.25 0.21 25.40 10.47 195.50 80.59
80 2.50 0.18 21.90 9.03 217.40 89.61
100 2.75 0.15 18.70 7.71 236.10 97.32
120 3.00 0.13 4.00 1.65 240.10 98.97
170 3.50 0.09 2.10 0.87 242.20 99.84
200 3.75 0.07 0.10 0.04 242.30 99.88
230 4.00 0.06 0.00 0.00 242.30 99.88
Sorting
1.15
Skewness
-1.8
Kurtosis
7.19
-13.8 MLW
Sieve Number
Wet - 2.5Y-5/1
Dry - 2.5Y-7/1SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,421,681 235,764 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.12
Mean Phi
1.39
Phi 5
2.67
Phi 16
2.34
Phi 25
2.12
Phi 50
1.64
Phi 75
1.06
Phi 84
0.56
242.60
Phi 95
-0.97
Mean mm
0.38
Moment
Statistics
Fines (%):
242.60 0.00
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-02 #2
Analysis Date: 04-10-18
Analyzed By:
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.12
#230 - 0.12
Organics (%):Carbonates (%):
18.50
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 0.00 0.00 0.00 0.00
4 -2.25 4.76 0.30 0.12 0.30 0.12
5 -2.00 4.00 0.20 0.08 0.50 0.20
7 -1.50 2.83 0.80 0.33 1.30 0.53
10 -1.00 2.00 1.20 0.49 2.50 1.02
14 -0.50 1.41 2.70 1.10 5.20 2.11
18 0.00 1.00 4.40 1.79 9.60 3.90
25 0.50 0.71 6.60 2.68 16.20 6.59
35 1.00 0.50 14.50 5.89 30.70 12.48
45 1.50 0.35 27.50 11.18 58.20 23.66
60 2.00 0.25 43.30 17.60 101.50 41.26
70 2.25 0.21 28.30 11.50 129.80 52.76
80 2.50 0.18 33.60 13.66 163.40 66.42
100 2.75 0.15 45.50 18.50 208.90 84.92
120 3.00 0.13 22.00 8.94 230.90 93.86
170 3.50 0.09 12.60 5.12 243.50 98.98
200 3.75 0.07 0.50 0.20 244.00 99.19
230 4.00 0.06 0.10 0.04 244.10 99.23
Sorting
0.9
Skewness
-1.34
Kurtosis
5.58
-7.1 MLW
Sieve Number
Wet - 2.5Y-4/1
Dry - 2.5Y-6/1SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,422,294 236,364 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.65
Mean Phi
1.97
Phi 5
3.11
Phi 16
2.74
Phi 25
2.62
Phi 50
2.19
Phi 75
1.54
Phi 84
1.16
246.00
Phi 95
0.20
Mean mm
0.26
Moment
Statistics
Fines (%):
246.00 0.30
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-03 #1
Analysis Date: 04-10-18
Analyzed By: DLM
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.81
#230 - 0.77
Organics (%):Carbonates (%):
12.00
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 12.10 4.82 12.10 4.82
3/8"-3.25 9.51 23.10 9.20 35.20 14.02
4 -2.25 4.76 13.80 5.50 49.00 19.51
5 -2.00 4.00 4.20 1.67 53.20 21.19
7 -1.50 2.83 9.50 3.78 62.70 24.97
10 -1.00 2.00 13.70 5.46 76.40 30.43
14 -0.50 1.41 15.20 6.05 91.60 36.48
18 0.00 1.00 13.50 5.38 105.10 41.86
25 0.50 0.71 16.20 6.45 121.30 48.31
35 1.00 0.50 17.00 6.77 138.30 55.08
45 1.50 0.35 27.90 11.11 166.20 66.19
60 2.00 0.25 37.30 14.85 203.50 81.04
70 2.25 0.21 18.30 7.29 221.80 88.33
80 2.50 0.18 13.30 5.30 235.10 93.63
100 2.75 0.15 10.60 4.22 245.70 97.85
120 3.00 0.13 2.40 0.96 248.10 98.81
170 3.50 0.09 1.50 0.60 249.60 99.40
200 3.75 0.07 0.10 0.04 249.70 99.44
230 4.00 0.06 0.10 0.04 249.80 99.48
Sorting
2.26
Skewness
-0.75
Kurtosis
2.48
-9.6 MLW
Sieve Number
Wet - 2.5Y-5/1
Dry - 2.5Y-6/1SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,422,294 236,364 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.48
Mean Phi
-0.07
Phi 5
2.58
Phi 16
2.10
Phi 25
1.80
Phi 50
0.62
Phi 75
-1.50
Phi 84
-2.89
251.10
Phi 95
-4.23
Mean mm
1.05
Moment
Statistics
Fines (%):
251.10 0.10
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-03 #2
Analysis Date: 04-11-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.56
#230 - 0.52
Organics (%):Carbonates (%):
46.00
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 0.00 0.00 0.00 0.00
4 -2.25 4.76 8.10 3.53 8.10 3.53
5 -2.00 4.00 3.10 1.35 11.20 4.88
7 -1.50 2.83 4.70 2.05 15.90 6.93
10 -1.00 2.00 4.60 2.01 20.50 8.94
14 -0.50 1.41 5.10 2.22 25.60 11.16
18 0.00 1.00 4.80 2.09 30.40 13.25
25 0.50 0.71 7.70 3.36 38.10 16.61
35 1.00 0.50 13.30 5.80 51.40 22.41
45 1.50 0.35 34.40 15.00 85.80 37.40
60 2.00 0.25 59.80 26.07 145.60 63.47
70 2.25 0.21 35.10 15.30 180.70 78.77
80 2.50 0.18 28.80 12.55 209.50 91.33
100 2.75 0.15 15.20 6.63 224.70 97.95
120 3.00 0.13 2.70 1.18 227.40 99.13
170 3.50 0.09 1.00 0.44 228.40 99.56
200 3.75 0.07 0.10 0.04 228.50 99.61
230 4.00 0.06 0.00 0.00 228.50 99.61
Sorting
1.31
Skewness
-1.69
Kurtosis
5.28
-11.1 MLW
Sieve Number
Wet - 2.5Y-5/1
Dry - 2.5Y-7/1SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,422,294 236,364 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.35
Mean Phi
1.34
Phi 5
2.64
Phi 16
2.35
Phi 25
2.19
Phi 50
1.74
Phi 75
1.09
Phi 84
0.41
229.40
Phi 95
-1.97
Mean mm
0.40
Moment
Statistics
Fines (%):
229.40 0.10
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-03 #3
Analysis Date: 04-11-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.39
#230 - 0.39
Organics (%):Carbonates (%):
16.30
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 14.80 6.32 14.80 6.32
4 -2.25 4.76 12.80 5.47 27.60 11.79
5 -2.00 4.00 5.10 2.18 32.70 13.97
7 -1.50 2.83 7.60 3.25 40.30 17.22
10 -1.00 2.00 9.50 4.06 49.80 21.28
14 -0.50 1.41 12.80 5.47 62.60 26.75
18 0.00 1.00 13.70 5.85 76.30 32.61
25 0.50 0.71 21.60 9.23 97.90 41.84
35 1.00 0.50 32.80 14.02 130.70 55.85
45 1.50 0.35 55.20 23.59 185.90 79.44
60 2.00 0.25 28.50 12.18 214.40 91.62
70 2.25 0.21 7.60 3.25 222.00 94.87
80 2.50 0.18 5.50 2.35 227.50 97.22
100 2.75 0.15 4.80 2.05 232.30 99.27
120 3.00 0.13 1.00 0.43 233.30 99.70
170 3.50 0.09 0.40 0.17 233.70 99.87
200 3.75 0.07 0.10 0.04 233.80 99.91
230 4.00 0.06 0.10 0.04 233.90 99.96
Sorting
1.69
Skewness
-0.96
Kurtosis
3.04
-13.3 MLW
Sieve Number
Wet - 2.5Y-4/2
Dry - 2.5Y-6/1SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,422,294 236,364 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.00
Mean Phi
0.24
Phi 5
2.26
Phi 16
1.69
Phi 25
1.41
Phi 50
0.79
Phi 75
-0.66
Phi 84
-1.69
234.00
Phi 95
-3.88
Mean mm
0.85
Moment
Statistics
Fines (%):
234.00 0.10
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-03 #4
Analysis Date: 04-11-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.09
#230 - 0.04
Organics (%):Carbonates (%):
41.00
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 13.50 5.85 13.50 5.85
4 -2.25 4.76 12.00 5.20 25.50 11.05
5 -2.00 4.00 2.60 1.13 28.10 12.18
7 -1.50 2.83 5.50 2.38 33.60 14.56
10 -1.00 2.00 6.50 2.82 40.10 17.37
14 -0.50 1.41 6.60 2.86 46.70 20.23
18 0.00 1.00 3.90 1.69 50.60 21.92
25 0.50 0.71 2.90 1.26 53.50 23.18
35 1.00 0.50 1.40 0.61 54.90 23.79
45 1.50 0.35 1.10 0.48 56.00 24.26
60 2.00 0.25 1.10 0.48 57.10 24.74
70 2.25 0.21 2.30 1.00 59.40 25.74
80 2.50 0.18 9.10 3.94 68.50 29.68
100 2.75 0.15 49.00 21.23 117.50 50.91
120 3.00 0.13 37.20 16.12 154.70 67.03
170 3.50 0.09 51.80 22.44 206.50 89.47
200 3.75 0.07 3.10 1.34 209.60 90.81
230 4.00 0.06 0.20 0.09 209.80 90.90
Sorting
2.28
Skewness
-1.3
Kurtosis
3.12
-14.1 MLW
Sieve Number
Wet - 2.5Y-3/1
Dry - 2.5Y-5/1SW-SM
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,422,294 236,364 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.00
Mean Phi
1.6
Phi 5 Phi 16
3.38
Phi 25
3.18
Phi 50
2.74
Phi 75
2.07
Phi 84
-1.24
209.80
Phi 95
-3.69
Mean mm
0.33
Moment
Statistics
Fines (%):
230.80 0.00
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-03 #5
Analysis Date: 04-11-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 9.19
#230 - 9.10
Organics (%):Carbonates (%):
32.00
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 0.00 0.00 0.00 0.00
4 -2.25 4.76 0.00 0.00 0.00 0.00
5 -2.00 4.00 0.10 0.05 0.10 0.05
7 -1.50 2.83 0.10 0.05 0.20 0.10
10 -1.00 2.00 0.30 0.15 0.50 0.24
14 -0.50 1.41 0.20 0.10 0.70 0.34
18 0.00 1.00 0.40 0.19 1.10 0.53
25 0.50 0.71 0.90 0.44 2.00 0.97
35 1.00 0.50 2.40 1.16 4.40 2.13
45 1.50 0.35 6.10 2.96 10.50 5.09
60 2.00 0.25 17.30 8.39 27.80 13.49
70 2.25 0.21 24.10 11.69 51.90 25.18
80 2.50 0.18 69.80 33.87 121.70 59.05
100 2.75 0.15 63.00 30.57 184.70 89.62
120 3.00 0.13 13.10 6.36 197.80 95.97
170 3.50 0.09 7.30 3.54 205.10 99.51
200 3.75 0.07 0.50 0.24 205.60 99.76
230 4.00 0.06 0.10 0.05 205.70 99.81
Sorting
0.51
Skewness
-2.43
Kurtosis
15.65
-9.3 MLW
Sieve Number
Wet - 2.5Y-5/1
Dry - 2.5Y-6/1SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,423,041 236,908 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.10
Mean Phi
2.36
Phi 5
2.96
Phi 16
2.70
Phi 25
2.63
Phi 50
2.43
Phi 75
2.25
Phi 84
2.05
206.10
Phi 95
1.48
Mean mm
0.19
Moment
Statistics
Fines (%):
206.10 0.20
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-04 #1
Analysis Date: 04-11-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.24
#230 - 0.19
Organics (%):Carbonates (%):
4.80
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 9.70 4.55 9.70 4.55
4 -2.25 4.76 12.50 5.86 22.20 10.40
5 -2.00 4.00 5.50 2.58 27.70 12.98
7 -1.50 2.83 9.80 4.59 37.50 17.57
10 -1.00 2.00 11.20 5.25 48.70 22.82
14 -0.50 1.41 12.20 5.72 60.90 28.54
18 0.00 1.00 10.20 4.78 71.10 33.32
25 0.50 0.71 12.80 6.00 83.90 39.32
35 1.00 0.50 14.30 6.70 98.20 46.02
45 1.50 0.35 26.50 12.42 124.70 58.43
60 2.00 0.25 38.10 17.85 162.80 76.29
70 2.25 0.21 20.50 9.61 183.30 85.90
80 2.50 0.18 15.90 7.45 199.20 93.35
100 2.75 0.15 10.90 5.11 210.10 98.45
120 3.00 0.13 1.90 0.89 212.00 99.34
170 3.50 0.09 0.90 0.42 212.90 99.77
200 3.75 0.07 0.10 0.05 213.00 99.81
230 4.00 0.06 0.10 0.05 213.10 99.86
Sorting
1.82
Skewness
-0.81
Kurtosis
2.56
-10.7 MLW
Sieve Number
Wet - 2.5Y-6/2
Dry - 2.5Y-6/2SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,423,041 236,908 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.09
Mean Phi
0.5
Phi 5
2.58
Phi 16
2.20
Phi 25
1.96
Phi 50
1.16
Phi 75
-0.81
Phi 84
-1.67
213.40
Phi 95
-3.17
Mean mm
0.71
Moment
Statistics
Fines (%):
213.40 0.10
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-04 #2
Analysis Date: 04-11-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.19
#230 - 0.14
Organics (%):Carbonates (%):
42.70
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 0.00 0.00 0.00 0.00
4 -2.25 4.76 0.20 0.10 0.20 0.10
5 -2.00 4.00 0.60 0.30 0.80 0.40
7 -1.50 2.83 0.90 0.45 1.70 0.85
10 -1.00 2.00 1.00 0.50 2.70 1.35
14 -0.50 1.41 1.40 0.70 4.10 2.05
18 0.00 1.00 1.50 0.75 5.60 2.80
25 0.50 0.71 3.00 1.50 8.60 4.30
35 1.00 0.50 6.00 3.00 14.60 7.30
45 1.50 0.35 16.80 8.40 31.40 15.70
60 2.00 0.25 37.70 18.85 69.10 34.55
70 2.25 0.21 32.00 16.00 101.10 50.55
80 2.50 0.18 47.90 23.95 149.00 74.50
100 2.75 0.15 36.10 18.05 185.10 92.55
120 3.00 0.13 9.80 4.90 194.90 97.45
170 3.50 0.09 4.80 2.40 199.70 99.85
200 3.75 0.07 0.20 0.10 199.90 99.95
230 4.00 0.06 0.00 0.00 199.90 99.95
Sorting
0.78
Skewness
-2.2
Kurtosis
10.39
-13.8 MLW
Sieve Number
Wet - 2.5Y-5/1
Dry - 2.5Y-7/1SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,423,041 236,908 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.00
Mean Phi
2.04
Phi 5
2.87
Phi 16
2.63
Phi 25
2.51
Phi 50
2.24
Phi 75
1.75
Phi 84
1.51
200.00
Phi 95
0.62
Mean mm
0.24
Moment
Statistics
Fines (%):
200.00 0.10
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2018-VC-SC-04 #3
Analysis Date: 04-11-18
Analyzed By: SJF
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.05
#230 - 0.05
Organics (%):Carbonates (%):
10.00
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 0.00 0.00 0.00 0.00
4 -2.25 4.76 0.00 0.00 0.00 0.00
5 -2.00 4.00 0.20 0.10 0.20 0.10
7 -1.50 2.83 0.00 0.00 0.20 0.10
10 -1.00 2.00 0.30 0.15 0.50 0.25
14 -0.50 1.41 1.10 0.54 1.60 0.79
18 0.00 1.00 1.80 0.89 3.40 1.68
25 0.50 0.71 3.70 1.83 7.10 3.51
35 1.00 0.50 7.50 3.70 14.60 7.21
45 1.50 0.35 16.50 8.15 31.10 15.36
60 2.00 0.25 36.40 17.98 67.50 33.33
70 2.25 0.21 29.70 14.67 97.20 48.00
80 2.50 0.18 43.10 21.28 140.30 69.28
100 2.75 0.15 39.30 19.41 179.60 88.69
120 3.00 0.13 15.50 7.65 195.10 96.35
170 3.50 0.09 5.50 2.72 200.60 99.06
200 3.75 0.07 0.50 0.25 201.10 99.31
230 4.00 0.06 0.30 0.15 201.40 99.46
Sorting
0.71
Skewness
-1.43
Kurtosis
6.48
-9.3 MLW
Sieve Number
Wet - 2.5Y-5/1
Dry - 2.5Y-6/1SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,422,779 236,720 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.25
Mean Phi
2.1
Phi 5
2.96
Phi 16
2.69
Phi 25
2.57
Phi 50
2.27
Phi 75
1.77
Phi 84
1.52
202.50
Phi 95
0.70
Mean mm
0.23
Moment
Statistics
Fines (%):
202.50 0.60
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2019-VC-SC-01 #1
Analysis Date: 07-31-19
Analyzed By: PRD
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.69
#230 - 0.54
Organics (%):Carbonates (%):
8.68
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 7.80 3.62 7.80 3.62
3/8"-3.25 9.51 2.20 1.02 10.00 4.64
4 -2.25 4.76 5.40 2.50 15.40 7.14
5 -2.00 4.00 1.60 0.74 17.00 7.88
7 -1.50 2.83 3.70 1.72 20.70 9.60
10 -1.00 2.00 6.60 3.06 27.30 12.66
14 -0.50 1.41 9.50 4.40 36.80 17.06
18 0.00 1.00 12.30 5.70 49.10 22.76
25 0.50 0.71 18.30 8.48 67.40 31.25
35 1.00 0.50 25.60 11.87 93.00 43.12
45 1.50 0.35 33.10 15.35 126.10 58.46
60 2.00 0.25 37.30 17.29 163.40 75.75
70 2.25 0.21 17.00 7.88 180.40 83.63
80 2.50 0.18 16.00 7.42 196.40 91.05
100 2.75 0.15 13.50 6.26 209.90 97.31
120 3.00 0.13 3.50 1.62 213.40 98.93
170 3.50 0.09 1.50 0.70 214.90 99.63
200 3.75 0.07 0.00 0.00 214.90 99.63
230 4.00 0.06 0.00 0.00 214.90 99.63
Sorting
1.79
Skewness
-1.66
Kurtosis
5.86
-13.2 MLW
Sieve Number
Wet - 2.5Y-6/1
Dry - 2.5Y-6/1SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,422,779 236,720 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.37
Mean Phi
0.76
Phi 5
2.66
Phi 16
2.26
Phi 25
1.98
Phi 50
1.22
Phi 75
0.13
Phi 84
-0.62
215.70
Phi 95
-3.11
Mean mm
0.59
Moment
Statistics
Fines (%):
215.70 0.00
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2019-VC-SC-01 #2
Analysis Date: 07-31-19
Analyzed By: PRD
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.37
#230 - 0.37
Organics (%):Carbonates (%):
28.04
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
3/4"-4.25 19.03 0.00 0.00 0.00 0.00
3/8"-3.25 9.51 0.00 0.00 0.00 0.00
4 -2.25 4.76 0.80 0.39 0.80 0.39
5 -2.00 4.00 0.20 0.10 1.00 0.49
7 -1.50 2.83 0.60 0.29 1.60 0.78
10 -1.00 2.00 0.50 0.24 2.10 1.03
14 -0.50 1.41 0.90 0.44 3.00 1.47
18 0.00 1.00 0.90 0.44 3.90 1.91
25 0.50 0.71 2.00 0.98 5.90 2.89
35 1.00 0.50 5.00 2.45 10.90 5.34
45 1.50 0.35 17.10 8.38 28.00 13.72
60 2.00 0.25 37.60 18.42 65.60 32.14
70 2.25 0.21 29.80 14.60 95.40 46.74
80 2.50 0.18 53.30 26.11 148.70 72.86
100 2.75 0.15 41.70 20.43 190.40 93.29
120 3.00 0.13 11.00 5.39 201.40 98.68
170 3.50 0.09 2.30 1.13 203.70 99.80
200 3.75 0.07 0.10 0.05 203.80 99.85
230 4.00 0.06 0.00 0.00 203.80 99.85
Sorting
0.73
Skewness
-2.67
Kurtosis
14.78
-15.5 MLW
Sieve Number
Wet - 2.5Y-6/1
Dry - 2.5Y-7/1SP
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
2,422,779 236,720 North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.15
Mean Phi
2.09
Phi 5
2.83
Phi 16
2.64
Phi 25
2.53
Phi 50
2.28
Phi 75
1.81
Phi 84
1.56
204.10
Phi 95
0.93
Mean mm
0.23
Moment
Statistics
Fines (%):
204.10 0.00
Project Name: Surf City Nourishment 2018-2019
Sample Name: 2019-VC-SC-01 #3
Analysis Date: 07-31-19
Analyzed By: PRD
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#200 - 0.15
#230 - 0.15
Organics (%):Carbonates (%):
11.93
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 8/27/19TI Coastal Services, Inc.
9111-B Market Street
Wilmington, NC 28411
ph 910.821.1358
fax [phone]
-8.4
TOU N OF SURF CI
BANKS CHANNE
-8.4 TO -10.4
ELEV NLfN
-10.4
TOUN OF SURF CITY
BANKS CHANNEL
-12.4 TO -14
ELEV NUN
-12.4
nemmimm=ice ."". • •I
-14.4
2018-VC-SC-0I
TOUN OF SURF CITY
BANKS CHANNEL
-10.4 TO -12.4
ELEV NLNI
2010-VC-SC-0I
TOU N OF SURF CITY
BANKS CHANNEL
-14.4 TO -14.9
ELEV NUN
-14.9
MI IM IN MI IM Mir

-9.2
TOWN OF SURF CIT
BANKS CHANNEL
9.2 TO -11.2
ELEV MLA
2ole-VC- SC-02
-11.2
-13.2
TOWN OF SURF CITY
BANKS CHANNE
-13.2 TO -15.2
ELEV HLI
2018-VC - SC-02
-15.2
TIoastal
-11.2
TOWN OF SURF CITY
BANKS CHANNEL
-11.2 TO -13.2
ELEV MLA
-13.2
IN INI
:: . EMI • NI IN
2o18-VC - SC-02
TOWN OF SURF CITY
BANKS CHANNEL
-15.2 TO -IC.S
ELEV MLA
2018-VC- SC-02

-5.8
116.
TONN Of SURF CI
BANKS CHANNEL
-5.8 TO - 7.8
ELEV MLA
-7.8
111 IN IN Mi
2018-VC - SC-03
TONN Of SURF CITY
BANKS CHANNE
-9.8 TO -11.8
ELEV MLA
-9.8
-ii
MI 1N IN MI
MI IN El
2018-VC - SC-03
TI�,�astal
7.8
TONN Of SURF CITY
BANKS CHANNEL
-7.8 TO -9.8
ELEV MLf
-9.8
. i-
2018-VC-SC-03
TIo asta I
-11.8
TONN OF SURF CITY
BANKS CHANNEL
-11.8 TO -13.9
ELEV MLA
-13.8
::. I�.�:
201E-VC - SC-03

-13.8
TORN OF SURF CUT
BANKS CHANNE
-13.B TO -15.0
ELEY ILEA
20111-VC-SC-03
-15.
TIoastal
-15.8
TONN OF SURF CITY
BANKS CHANNEL
-15. B TO -10.1
ELEY MLA
-I8.1
.•:.e:::. me:
301E-YC - SC-03
4

TONN OF SURF CI
BANKS CHANNE
- 7.3 TO -9.3
ELEY MLN
- 5.3
2018-VC - SC-04
TONN OF SURF CI
BANKS CHANNE
- 11.3 TO -13.3
ELEY ELM
-11.3
-13.3
MI MI NM IM
201E-VC-SC-04
TI ,asta I
TONN OF SURF CITY
BANKS CHANNEL
- 9.3 TO -11.3
ELEY MLN
-11.3
OE MI
MIIN INI MI
2010-YC - SC-04
TIo asta
TONN OF SURF CITY
BANKS CHANNEL
- 13.3 TO
ELEY ILI
-13.3 -15.3

-15.3
TORN OF SURF CITY
BANKS CHANNEL
-15.3 TO -18.2
ELEY ILI
-16.2
IN
Nib r MI IM MO
2018-VC - SC-04

TONN OF SURF CITY
BANKS CHANNEL
-7.5 TO -9.5
ELEV MLN
2019-VC-SC-01
TONN OF SURF CITY
BANKS CHANNEL
-11.5 TO -13.5
ELEV MLN
2013 !'C-SC-0I
TONN OF SURF CITY
BANKS CHANNEL
-9.5 TO -11.5
ELEV MLN
•___+__i a _i1
2019-VC-SC-01
TONN OF SURF CITY
BANKS CHANNEL
-13.5 TO -15.5
ELEV MLN
-13.E
• wi__'f
2013-VC-SC-DI

TOWN OF SURF CITY
BANKS CHANNEL
-15.5 TO -15.8
ELEV MLw
imukaimi"ek immoommileimimmai
2OI9m1VC-SC-01

Millimeters PHI Size 2017‐VC‐TB‐48 2018‐VC‐SC‐01 2018‐VC‐SC‐02 2018‐VC‐SC‐03 2018‐VC‐SC‐042019‐VC‐SC‐01 Totals Classification>75.00‐6.25 0.0 0.0 0.0 0.0 0.0 0.00.0 COBBLES19.05‐4.25 0.0 0.0 0.0 0.3 0.0 1.10.29.53‐3.25 0.2 1.0 1.5 1.9 0.4 0.31.24.75‐2.25 0.7 1.6 2.1 2.2 0.6 0.81.64.00‐2 0.4 0.4 0.9 0.8 0.4 0.30.62.80‐1.5 0.7 0.6 1.6 1.4 0.6 0.51.12.00‐1 1.1 0.8 2.3 1.8 0.8 1.11.51.40‐0.5 1.8 1.1 3.3 2.5 0.9 1.82.11.000 2.1 1.3 3.8 2.8 0.8 2.42.40.710.5 3.4 2.5 5.7 4.3 1.4 3.93.80.501 5.9 4.0 8.4 7.4 2.4 6.36.10.361.5 16.2 11.3 17.4 14.1 5.9 10.412.90.252 31.9 25.9 24.9 17.8 13.3 17.821.30.212.25 15.5 17.7 10.0 10.3 13.1 12.612.70.182.5 10.9 17.5 9.4 10.7 27.6 17.014.80.152.75 7.2 11.4 6.7 12.4 23.4 15.312.30.133 1.3 2.1 1.3 5.6 5.3 5.83.50.093.5 0.5 0.8 0.6 3.4 2.8 2.11.80.083.75 0.0 0.0 0.0 0.2 0.2 0.20.10.064 0.0 0.0 0.0 0.0 0.0 0.10.0Pan 0.1 0.0 0.0 0.3 0.1 0.20.1 SILTTotals 100.0 100.0 100.0 100.0 100.0 100.0100.0CaCO317.5 15.3 26.0 20.7 10.3 14.818.7Volume 7,359 54,367 61,805 57,465 30,446 27,851239,293**All numbers represent percent of total core incrementally retained on the sieve. Calcium carbonate is a percentage. Volume is cubic yardage each core represents.**PEBBLES GRAVELSANDSURF CITY BANKS CHANNEL GRAIN SIZE ANALYSIS (Stations 210+00 to 245+00)
 LOCATION Mean (mm) Fine % (<0.0625 mm) Sand % (0.0625‐2.00 mm) Granular % (2.00‐4.76 mm) Gravel % (4.76‐76.00 mm) Carbonate % Topsail Creek 0.24 0.13 98.22 0.35 1.30 6.67 Cut Through 0.29 3.22 92.02 1.23 3.53 13.70 Banks Channel 0.37 0.10 93.53 3.80 2.57 19.28 Banks 210‐245 0.35 0.11 93.76 3.15 2.98 18.72 Banks Side Chan 2 0.33 0.03 95.84 2.39 1.74 13.62 Overall Composite 0.31 0.27 95.70 2.22 1.81 15.00 Topsail Native 0.24 0.94 98.06 0.82 0.17 11.00 CRC Threshold N/A 5.94 N/A 5.82 5.17 26.00 
0
10
20
30
40
50
60
70
80
90
100
0.00150.0150.1515105100
Sand
Coarse Fine Coarse Medium FinePercent Finer By Weight#230 - 1.30 -2.15 8.12 Project Name:
Analysis Date:
Analyzed By:
Easting (X, ft):
Northing (Y, ft):
Horizontal System:
Vertical System:
-3
5/16
-1.5
7
Percent Coarser By Weight10
20
30
40
50
60
70
80
90
100
0
SW 2.12
Sample Sample Information
Gravel
Silt and Clay
1.6 1.54 Surf City Nourishment 2018-2019
08-29-19
JCP
NAD 1983
MLW
PHI Sieve Sizes
Standard Sieve Sizes Hydrometer
Millimeters
-1
10
-0.5
14
0
18
0.5
25
1
35
1.5
45
2.5
80
3
120
3.75
200
Depths and elevations based on measured values
3.5
170
4
230
-2
5
-2.25
4
-4
5/8
2
60
-4.25
3/4
Banks Chan #Composite
Comments:
USCS % Fines % Organics % Carbonates Median Mean Skew Kurt SortElev. (ft)Symbol
16.50
SIEVE ANALYSIS BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 10/3/19TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]
3"-6.25 76.11 0.00 0.00 0.00 0.00
0.75"-4.25 19.03 1.00 1.00 1.00 1.00
0.375"-3.25 9.51 1.50 1.50 2.50 2.50
4 -2.25 4.76 1.50 1.50 4.00 4.00
5 -2.00 4.00 0.50 0.50 4.50 4.50
7 -1.50 2.83 1.10 1.10 5.60 5.60
10 -1.00 2.00 1.50 1.50 7.10 7.10
14 -0.50 1.41 2.20 2.20 9.30 9.30
18 0.00 1.00 2.40 2.40 11.70 11.70
25 0.50 0.71 3.50 3.50 15.20 15.20
35 1.00 0.50 4.80 4.80 20.00 20.00
45 1.50 0.35 9.00 9.00 29.00 29.00
60 2.00 0.25 15.40 15.40 44.40 44.40
70 2.25 0.21 11.80 11.80 56.20 56.20
80 2.50 0.18 16.20 16.20 72.40 72.40
100 2.75 0.15 16.30 16.30 88.70 88.70
120 3.00 0.13 5.70 5.70 94.40 94.40
170 3.50 0.09 3.90 3.90 98.30 98.30
200 3.74 0.07 0.30 0.30 98.60 98.60
230 4.00 0.06 0.10 0.10 98.70 98.70
Sorting
1.54
Skewness
-2.15
Kurtosis
8.12
Sieve Number
SW
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
Elevation (ft):
USCS:Comments:
Dry Weight (g):Wash Weight (g):Pan Retained (g):Sieve Loss (%):
Coordinate System:
North Carolina State Plane
Granularmetric Report
Northing (ft):
Munsell:
0.00
Mean Phi
1.6
Phi 5
3.08
Phi 16
2.68
Phi 25
2.54
Phi 50
2.12
Phi 75
1.28
Phi 84
0.58
100.00
Phi 95
-1.77
Mean mm
0.33
Moment
Statistics
Fines (%):
100.00 1.30
Project Name: Surf City Nourishment 2018-2019
Sample Name: Banks Chan #Composite
Analysis Date: 08-29-19
Analyzed By: JCP
Shells (%):
Depths and elevations based on measured values
Easting (ft):
#230 - 1.30
Organics (%):Carbonates (%):
16.50
GRANULARMETRIC REPORT BANKS CHANNEL CORES.GPJ FL DEP ROSS.GDT 10/3/19TI Coastal Services, Inc.
387-B N. Green Meadows Dr.
Wilmington, NC 28405
ph 910.821.1358
fax [phone]