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Home My WebLink About139-04 MM 2019 Figure 8 Banks Channel Application PacketBanks Channel Dredging Proposed Channel Widening Prepared For: Figure "8" Beach Homeowners Association April 2019 Prepared By: TI , oastal SEFR\/IGES, ING_ TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC, 28405 910-821-1358 www.ticoastal.com CAMA Permit Application Agent Authorization AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION H Name of Property Owner Requesting Permit: 1 S7 Mf" 4 1 ailing Address.- 64 WTI Phone lumber. 6`6 6 - 0 63 S' Email Address: j 1Czofckr�@ �,ZG'G.iC. (.Orn I certify that I have authorized �w. �-�`�� f�` �� `:� � ��- Agent 7 Contractor to act on my behalf, for the purpose of applying for and obtaining all CAM A permits V necessary for the following proposed development: or.'44L� S at my property located at in X�t \,( h no t r County. / furthermore certify that I am authorized to grant, and do in fact grant permission to Division of Coastal Management staff, the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information related to this permit application. Property Owner Informatio signjture Print or Type Name Title c:2 Date This certification is valid through CAMA Permit Application MP-1 gem MP-1 APPLICATION for Major Development Permit (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Figure 8 Beach Homeowners Association Project Name (if applicable) Banks Channel Dredging Project Channel Widening Applicant 1: First Name David MI Last Name Kellam Applicant 2: First Name MI Last Name If additional applicants, please attach an additional page(s) with names listed. Mailing Address 15 Bridge Road PO Box City Wilmington State INC ZIP 28411 Country USA Phone No. 910 - 686 - 0635 ext. FAX No. - - Street Address (if different from above) City State ZIP Email dkellam@bizec.rr.com 2. Agent/Contractor Information Business Name Ti Coastal Services Agent/ Contractor 1: First Name MI Last Name Jamie Pratt Agent/ Contractor 2: First Name MI Last Name Chris Gibson Mailing Address PO Box City State 387-B North Green Meadows Drive Wilmington INC ZIP Phone No. 1 Phone No. 2 28405 910 - 821 - 1358 ext. 910 - 508 - 2744 ext. FAX No. Contractor # 910 821 1359 Street Address (if different from above) City State ZIP Email <Form continues on back> 252-808-2808 .. 1-888-4RCOAST .. www.nccoastaImanagement.net Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # New Hanover 15 Bridge Road (HOA Office) Subdivision Name City State Zip Figure 8 Island Wilmington NC 28411 - Phone No. Lot No.(s) (if many, attach additional page with list) 910 - 686 - 0635 ext. I I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Cape Fear River Atlantic Ocean, Mason Inlet, AIWW c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. ®Natural ®Manmade ❑Unknown Atlantic Ocean e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ❑Yes ®No work falls within. 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 10,000 linear feet of oceanfront beach on Figure 8, 5,000,620 Sq Ft (114.8 acres) on oceanfront Beach 9,500 linear feet of Channel in Banks Channel 4,979,927Sq Ft (114.3 acres) in Banks Channel c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) (if many lot sizes, please attach additional page with a list) +15 to -10 on Beach +3 to -13 in Banks Channel ❑NHW or ®NWL e. Vegetation on tract Spartina in marshes outside of Banks Channel, American Beach Grass and Sea Oats on Beach f. Man-made features and uses now on tract Private piers, docks and bulkheads in Banks Channel, private dune crossovers on beach g. Identify and describe the existing land uses adjacent to the proposed project site. Figure 8 Island is bordered by Mason Inlet and Wrightsville Beach to the south. Mason Inlet is a relocated inlet and is heavily used by summertime boaters. Wrightsville Beach is a densely populated recreational and commercial developed island. Lea-Hutaff Island borders Figure 8 to the north. Lea Hutaff is a natural island with no development and seperated in ownership by the Audubon North Carolinas, North Carolina Coastal Land Trust and the State of North Carolina. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? Residential (Attach zoning compliance certificate, if applicable) ®Yes ❑No ❑NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA If yes, by whom? I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA National Register listed or eligible property? 252-808-2808 .. 1-888-4RCOAST .. www.nccoastaImanagement.net Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit <Form continues on next page> m. (i) Are there wetlands on the site? ❑Yes ®No (ii) Are there coastal wetlands on the site? ❑Yes ®No (iii) If yes to either (i) or (ii) above, has a delineation been conducted? ❑Yes ❑No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. Private Septic systems per household o. Describe existing drinking water supply source. Privately owned water system on island p. Describe existing storm water management or treatment systems. surface runoff 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government ® Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. See attached project narrative c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type of equipment and where it is to be stored. 16"-18" hydraulic cutterhead dredge, 1-3 pushboats, 1 survey/crew boat, 2-3 bulldozers, 1-2 loaders, 1-2 excavators d. List all development activities you propose. Hydraulic cutter -suction dredging of Banks Channel with beneficial use of beach quality sand to renourish Figure 8 Island's oceanfront beach along the southern 10,000 feet. Existing permit 139-04 allows for a 200' wide channel that is 9' MLW deep for all but 2,700 feet of the channel. This permit application requests to modifiy the current permit to allow for a 200 foot wide channel the full length of Banks Channel. e. Are the proposed activities maintenance of an existing project, new work, or both? Major Modification of CAMA Permit #139-04 f. What is the approximate total disturbed land area resulting from the proposed project? 228 ❑Sq.Ft or ®Acres g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. surface runoff - no proposed changes to runoff i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA j. Is there any mitigation proposed? ❑Yes ®No ❑NA If yes, attach a mitigation proposal. <Form continues on back> 252-808-2808 .. 1-888-4RCOAST .. www.nccoastaImanagement.net Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additional Information In addition to this completed application form, (MP-1) the following Items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application instruction booklet on how to properly prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name Phone No. Address Name Phone No. Address Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates. CAMA 139-04 USACE GP #198000291 h, Signed consultant or agent authorization form, if applicable. i. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 7 Certification and Permission to Enter on Land understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date April 17, 2019. Print Name Jamie Pratt Signature Please indicate application attachments pertaining to your proposed project. MDCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development ❑DCM MP-4 Structures Information 252-808-2808 1.888-4ltCOAST www.rsocoastalmanagement.net CAMA Permit Application f► M Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding (NLW or Breakwater shoreline NWL) stabilization) Length 9,594' Width 125'-300' Avg. Existing -7 MLW NA NA Depth Final Project -9 MLW NA NA Depth 1. EXCAVATION ❑This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. Beach Quality Sand 232,300 CY c. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards. (CW), submerged aquatic vegetation (SAV), shell bottom (SIB), 44,830 CY or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ®None (ii) Describe the purpose of the excavation in these areas: 2. DISPOSAL OF EXCAVATED MATERIAL El This section not applicable a. Location of disposal area. b. Dimensions of disposal area. Oceanfront Shoreline of Figure 8 Island 10,000' long by 500' wide c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance? ❑Yes ®No ❑NA ®Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner. (ii) If yes, where? oceanfront shoreline of Figure 8 Island e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water? (CW), submerged aquatic vegetation (SAV), shell bottom (SB), ®Yes ❑No ❑NA or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. (ii) If yes, how much water area is affected? ❑CW ❑SAV ❑SB 3,239,318 Sq Ft (74.4 acres) OWL ®None (ii) Describe the purpose of disposal in these areas: 252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimana-gement.net revised:12/26/06 Fern- DCM CAP- (Excavation and Fill, Page 2 at 3. SHORELINE STABILIZATION ®This section not applicable (If development is a wood groin, use MP-4 — Structures) a. Type of shoreline stabilization: b. Length: ❑Bulkhead ❑Riprap ❑BreakwaterlSili ❑Other: Width: c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL: e. Type of stabilization material: g. Number of square feet of fill to be placed below water level Bulkhead backfill Riprap Breakwater/Sill Other i. Source of fill material. f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ❑No ❑NA (ii) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. 4. OTHER FILL ACTIVITIES ®This section not applicable (Excluding Shoreline Stabilization) a (i) Will fill material be brou4ht to the site? ❑Yes ❑No ❑NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW), If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the (ii) Amount of material to be placed in the water number of square feet affected. (iii) Dimensions of fill area ❑CW ❑SAV ❑SB (iv) Purpose of fill ❑VVL ❑None (ii) Describe the purpose of the fill in these areas: 5. GENERAL a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline, controlled? backhoe, or hydraulic dredge)? Beach quality sand will be pumped onto and deposited on the Hydraulic dredge, bulldozer, loader, off road buggy beach; bulldozers will shape the sand to the designed template C. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project ❑Yes ®No ❑NA site? ❑Yes ®No ❑NA (fi) If yes, explain what type and how they will be implemented. (fi) If yes, explain steps that will be taken to avoid or minimize environmental impacts. April 17, 2019 Jamie Pratt Date Applicant Nam Banks Channel Dredging Le��— Applicantpdgnature Project Name 1-888-4RCOAST ., www-ncCoastAm'1na-gemc, r:v�c.c do t2i £11 € CAMA Permit Application Project Narrative Figure 8 Island Banks Channel Dredging Proposed Channel Widening Project Narrative Location The project site is located on the southern half of Figure 8 Island in New Hanover County, North Carolina. Figure 8 Island is a privately owned, residential barrier island located in southeastern North Carolina along the beaches of Onslow Bay. The Island is bounded to the south by Mason Inlet, to the west by Banks Channel and the Atlantic Intracoastal Waterway, and to the north by Rich Inlet. Figure 8 Island is accessible from US 17 via Porters Neck Road to Edgewater Club Road to Bridge Road. Figure 8 Island is not open to the public and there is a gatehouse at the bridge crossing the AIWW. Access needs to be arranged prior to arrival with the HOA by calling 910-686-0635. The approximate geographic coordinates of Figure 8 Island are Latitude 34' 15' 13" N and longitude 77045' 33" W. The Island consists of primarily residential single family home properties with a clubhouse and administrative building on Bridge Road. Properties along Banks Channel, on the west side of the Island, are bulkheaded and nearly every home has a boat dock. The oceanfront beach maintains a vegetated dune system consisting of typical beach vegetation including American Beach Grass and Sea Oats. Background Figure 8 Island has maintained its bordering channels and beach nourishment projects with localized dredging projects that beneficially use beach quality sand to replenish its oceanfront shoreline. These projects include a coordinated effort with New Hanover County and the Mason Inlet Preservation Group to periodically dredge Mason Creek and Inlet (NC DEQ Permit #151-01) as well as a private project to dredge Banks Channel running along the west side of the Island (NCDEQ Permit #139-04). Other work is completed on the north end of the island via dredging of Nixon Channel (NCDEQ Permit #6-01) with beneficial placement north of Bridge Road. Beach quality sand from Mason Creek, Mason Inlet, and Banks Channel have been used to nourish the southern 10,000 linear feet of the island (Bridge Road south), constructing a sacrificial primary dune system and replenishing the dry sand beach. The abovementioned projects have successfully protected Figure 8 Island's property owners from major hurricane damage despite several brushes and a direct land falling hurricane in recent years. Navigation around the island has been adequate, despite a few hazard areas in Banks Channel, which this request for a permit modification seeks to address. Banks Channel (NCDEQ #139-04) was originally permitted for dredging in 2004 as a 125' wide and 7+2' MLW deep channel that followed the outline of the sound side docks. In 2006, and major modification was approved for this permit application to widen approximately 72% of the channel from 125' to 200'. The widening of the channel from the "T" Canal north allowed for safer boat navigation in the narrow waters adjacent to homeowners docks. Because the widening modification was requested at the same time as the Mason Inlet Relocation Project, it was requested at the time that a portion of Banks Channel remain at the 125' width. This would allow observation of how Mason Inlet behaved following the relocation project without altering the adjacent channel system. The southern 2,500 feet of Banks Channel remained at the original width while the rest of the channel was permitted to 200' wide. A turning basin was allowed at the very southern terminus of Banks Channel to allow boats and water skiers to make a U-turn and head in the other direction. Multiple other projects have also been permitted and completed prior to the current permit #139-04. Historical work was completed in Banks Channel under NCDEQ Permits #11-85, 26-92, and 29-98 and all had a bottom channel width between 125 and 200 feet and authorized depths of -6' to -9' MLW. Additionally, the USACE held a permit (5-69) from 1969 that authorized a 180' wide channel and a dredge depth of -18' MLW. With a standard 3H:1V side slope, this constructed channel would be 234' wide at elevation -9 MLW, which is the permitted depth of the channel under 139-04. The channel modification proposed under this permit application falls under areas that have been previously dredged and is not new dredge work. Project Purpose Over the past few years, as the population of southeastern North Carolina has exploded and as more people are enjoying our waterways via boats, the low tide shoals at the south end of Figure 8 has become an extremely popular destination. A typical summer weekend day features a solid perimeter of boats along the back barrier shoal of Figure 8 Island as well as the sand bars that become exposed along the borders of Banks Channel. In wide open waters such as Mason Inlet and Creek, there is sufficient room for safe navigation around the boaters, however in the constricted area of Banks Channel at the southern end of Figure 8 Island, the anchor lines and recreational boaters infringe on the navigation channel and safe passage between the beachgoers and homeowners docks has become a hazardous activity. With boats anchored off of the sandbar by bow and stern anchors, the navigable water becomes very tight and welcomes a boating accident. The purpose of this project is to alleviate the navigation hazard that exists at the southern end of Banks Channel and allow safe passage of boats past homeowner's docks during the summer months while minimally impacting the adjacent habitat and recreational beaches. Additionally, due to the growth of the sandbars within Banks Channel, the deep water channel has been squeezed against homeowners' bulkheads resulting in scour and undercutting of the installed sheet piles and failure of the structures for multiple homeowners. A recent survey of the area indicates water depths of 18-20 feet deep (NAVD88 datum) against the bulkhead. This scour will continue or worsen with the continued accretion along the sandbars and will threaten the stability of the home itself. A wider channel within this area alleviates the hydraulic pressure on the existing bulkhead and reduces the likelihood of failure. Project Description To remedy these situations, we are seeking to modify the current permit to allow the entire channel length to be dredged to a width of 200'. This modification is seeking to widen the remaining 2,370 feet of channel from the currently permitted 125' to the 200' width of the rest of Banks Channel. Dredge depths are proposed to remain as currently permitted, -9.0' Mean Low Water. Beach quality sand from within the channel would be placed on the southern 10,000 feet of oceanfront shoreline of Figure 8 Island. The dredged material will be used to repair dune scarps and beach erosion caused by Hurricanes Matthew, Florence and the remnants of Michael. All proposed beachfill templates are within the footprint of previous construction projects and the overall project will remain under the 50 cubic yards/linear foot of fill guidelines. Currently, approximately 193,300 cubic yards of sand exist within the full Banks Channel template with roughly 100,000 cubic yards in the proposed modification area between stations 3+00 and 27+00. Historically, this channel dredging has been done on the same interval as the Mason Creek/Mason Inlet maintenance dredging (Permit #151-01) to save in mobilization costs of dredge equipment. It is feasible that this trend will continue and the combined fill from these channels will be utilized to complete the full nourishment of the Figure 8 Island oceanfront. This permit application contains a set of permit/construction plan which show the full proposed channel layout and beachfill design. Environmental Impacts Care was taken with the design of the proposed modifications to minimize overall impacts to the environment and surrounding habitats. While this area is extremely popular for anthropogenic activities, it is also tremendously important habitat to a lot of wildlife including shorebirds, fishes, and turtles. The channel alignment avoids all designated Primary Nursery Areas (PNA) and the applicant is not seeking to adjust the current environmental moratoriums that are attached to NCDEQ Permit 139-04. All work under this modification will be within the Terms and Conditions of the NC State Wide Programmatic Biological Opinion and the South Atlantic Regional BO. The wetland line was surveyed via topographic points and plotted against the proposed channel alignment and there will be no wetland impacts associated with the project. The beach disposal area footprint is not modified for this project from all previous work completed on Figure 8 Island under the existing Banks Channel Permit (#139-04) and New Hanover County's Mason Inlet permit (#151-01). This modification request does not expand the overall impacts to the oceanfront beach beyond what has historically been constructed in the dune or nearshore. Geotechnical Analysis In accordance with the North Carolina Sediment Criteria Rules (NC CAMA 15A NCAC 07H.0312), vibracores were collected from the channel widening area to determine the quality of sediment within the proposed template and ensure that all sand disposed of on the beach was similar to the native sand. Athena Technologies was contracted to collect 6 cores in the vicinity of the proposed project area and began and completed field collection work on July 11, 2018. The cores were taken to Athena's laboratory to be split and were returned to TI Coastal on July 13, 2018. In TI Coastal's geotechnical lab, the split vibracores were described, photographed, and sampled for grain size and calcium carbonate analysis. Samples were collected to represent separate stratigraphic layers within the cores. If a single layer was over 3 feet thick, multiple samples were taken to verify the visual uniformity within the strata. Individual samples were dried and sieved to determine grain size distribution and define the granularmetric parameters of the sediment. Calcium Carbonate analysis, via acid digestion, was performed for each sample as well to determine overall shell content. The vibracore locations were used to create a "spider map" which breaks Banks Channel into polygons where one vibracore represents the sediment within that segment of channel. The polygons were delineated by the midpoint of the straight line distance between two adjacent cores. Volume analysis was performed within the channel footprint for each core compartment to determine the amount of sediment each core layer represented. Once the total volume of sediment for the individual core layer was calculated, a weighted average of the sieve analysis was created, multiplying the total volume by the percent of sediment retained on each sieve. Compiling these numbers, an overall composite sample was created for Banks Channel within the expanded footprint area. It should be noted that while a vibracore was collected at location #1, this core was not used in statistical analysis as it did not fall within the template boundaries —only cores 2 through 6 were used for the grain size analysis. As expected and consistent with previous dredging projects in Banks Channel, the sand within the expanded channel area is of very high quality and a good match to the sand that is currently on Figure 8 Island. There are no existing native grain size statistics for Figure 8 due to the history of nourishment projects, however the vibracores collected show high quality, beach compatible quartz sand within template. Average grain size was 0.18 mm with 1.2% calcium carbonate and 0.2% fines (passing the 230 sieve). The weighted average statistics indicate that the material is 0.0% Cobbles, 0.0% Gravel, 0.1% Granular, 99.8% Sand, and 0.1% Silt. Average calcium carbonate for the expanded channel area is 1.3%. A table with the weighted average grain size statistics as well as the individual core photos, descriptions, sample grain size distribution and sample granularmentric tables are included following this narrative. Unsuitable Material Handling While the quality of sand within the channel has always been high quality for previous projects and the vibracores collected from the expansion area is also beach compatible, a plan is in place to handle large amounts of unsuitable material. If by chance the dredge encounters unsuitable material within the channel, operations will cease and the dredge will relocate to another area. Significant amounts of unsuitable material on the beach will be removed and placed within DA-306, located at the intersection of Mason Creek and the AIWW, outside of the USACE Right of Way. CAMA Permit Application Project Plan View and Cross Section Drawings F��ppp0 �,�00 2�C& ��1ppo 00 7 Figure "8" Beach Baseline Coordinates NAD83 NC State Plane - Feet Point Station Easting Northing BL1 0+00 2,373,724.00 183,249.28 BL2 1100+0012,379,502.291 191,410.85 Sheets 3&5 �F�•-�.r�rr•�T/ i= J \ m •• -IL 24 AL k4_ � ` -.� 1 - � �.! � d mac. � � � .1. . \ . �• � i } _1 I Jt►- • • •�MAIM— I V ■r X Sheets 10 & 12 0 6'-00' Dt o 0002�oc'o 00 � 00 Banks Channel Figure 8 Beach Fill Area (Materia,�7m Banks Channel) Sheets 4 & 6 �r o uI 0 0 X 4 '40 BANNS CMNNELCOO PG IN ATE LIST (NAD83 NCSWa Plane - Feet) Left Toe I I Cemerllne N\ ,, 1 lam. ^ *J� � R ftAJT • T • • � t Sheets 11 & 13 X fiK r I Vertical Datum Notes: Conversion Banks Channel Dredging Project 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet Mean High Water 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and TI/� � oastal .82' 'i.ao' September 29, 2018 (Post Florence) and represent conditions at that time. NAVD88 New Hanover County, NC 4. Channel data collected by TI Coastal on November 1st and 2nd, 2018 '� J! and represent conditions at that time. 2•42' 4. Soundings are expressed in feet and tenths. Mean Low Water Proposed Channel Modifications and Beach Placement Area 5. Aerial photography flown byTerralina Mapping Consultants in Spring 2018. TI Coastal Services, Inc. P.O. Box 11056 Graphic Scale DWG NAME: 2019 Banks Channel Permit Drawings.dwg Wilmington, NC 28404 0' 200' 400' 800, Project Layout and C o n t ro I Christian L. DWG DATE: March 6, 2015 SURVEY DATE: As Shown 910.512.3096 . Gibson, PE Scale: 1" = 400' NC PE #026273 SCALE: 1" = 500' SHEET: 2 OF 15 • � fir• � . ,y�f` -.: � •• •• .... •. •. * Ilk, 1 11 oximate Ldge o h Vegetation 3ved March 201 X I„ U W z 06 Is = o - r ! Q LULU �o Proposed Banks Channel Toes 200' Wide Channel South of Station 27+50 ("T" Canal) Ln Dredge Depth: 7+2' MLW r' LO rn + o cn 75 nn 0 a /� M N o+0 My H O M" MQ O Ln x 125' �Xoo 200' CA Aurrent Permitted Channel �� 125' Wide South of "T" Canal - Currently Permitted 200' Channel co North of "T" Canal O'`* ` ` No Proposed Changes to Permitted Channel North of this point. �►► f. \ o0 t Banks Channel i ' ` ~.�"' y� nterlin / 49 'cvo fir 10 �, �• � _ _ 1 _ - � d�' •' , .� � t « .i� .� -'~ +ate -.I 14 j Ja raw Ago" +13.7 SS _ �S ��j DSO i� / ► w� �5 .�f ~'� •' ♦ �r e�� :r. • S .lam " • 0 1 .. j r .s.r 3►' c 3� O 4,0A. +1► `L `L Vertical Datum Notes: Conversion Banks Channel Dredging Project 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet NAVD88 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and TI/� � oastal 2.54• September 29, 2018 (Post Florence) and represent conditions at that time. Mean Low Water New Hanover County, NC 4. Channel data collected by TI Coastal on November 1st and 2nd, 2018 Beaufort Datum '� � and represent conditions at that time. 4. Soundings are expressed in feet and tenths. Proposed Channel Modifications and Beach Placement Area 5. Aerial photography flown byTerralina Mapping Consultants in Spring 2018. TI Coastal Services, Inc. Graphic Scale P.O. Box 11056 0' 75' 150, 300' DWG NAME: 2019 Banks Channel Permit Drawings.dwg Wilmington, NC 28404 " _ Banks Channel - Control Layout DWG DATE: March 6, 2015 SURVEY DATE: As Shown 910.512.3096 Scale: 1 150Christian L. Gibson, PE NC PE #026273 SCALE: 1" = 150' SHEET: 3 OF 15 oS ! `L�J<:)T011O k, - •�•��, _ � SO � 00 � { "J �o 2� 9� Z 06 I9X o m 10 Oo = cn ~ w Q = 2Lr f AL 5 0 a s, Or p •1. O+ O h O O dN 10 LO + Oy r Ln - G, *) r�JJ + -� 3 s0 °" o j% O — t • O v ' FNA r MATCH LINE - sSHEETS 11 & 13 40 -" =, ; 4 • r Wq i _a >t �� 04 so �. �.., O O Vertical Datum Notes: Conversion Banks Channel Dredging Project 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet NAVD88 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and TI/� � oasta 2.54• September 29, 2018 (Post Florence) and represent conditions at that time. Mean Low Water New Hanover County, NC 4. Channel data collected by TI Coastal on November 1st and 2nd, 2018 Beaufort Datum '� � and represent conditions at that time. 4. Soundings are expressed in feet and tenths. Proposed Channel Modifications and Beach Placement Area 5. Aerial photography flown byTerralina Mapping Consultants in Spring 2018. TI Coastal Services, Inc. Graphic Scale P.O. Box 11056 0' 75' 150, 300' DWG NAME: 2019 Banks Channel Phmmsil Q0wings.dwg Wilmington, NC 28404 " _ Banks Channel - Control Layout DWG DATE: March 6, 2015 SURVEY DATE: As Shown 910.512.3096 Scale: 1 150Christian L. Gibson, PE NC PE #026273 SCALE: 1" = 150' SHEET: 4 OF 15 0o so 00 so , 021 X "iw 1.6 p;i +12 p f +0� 12 }13 k09 0 p5 +14 +0.8 N Ci•3 +O 1 +11 +O $ ui 22 Ar 8 k09 +11 r-f 1a +0• A +11 + cmn 1,4 +1.1 +13 +p,9 N o0 100 p 3 +11 4 9 k21 8 +12 A-14 + 9 a x1 M k2� o Ln + 04 11 4 4 x 6 ti +2.Z .4 o m00 14 +1Z +1.8 +0• 0,1 k24 o .-, `' o +1.4 144 +0.6 +0'2 3x10 +24 �>� o+ + o_ + }�u2 10 k05 +0• 0.6 32 2,S 01 x .9 +2.4 k3� a `� ,�� o Y13 �, 11 p,6 ynl p4 p•5 2,8 4,0 10 rye .o - +1 k2 6 1 -= u+i 1, +12 +n.3 +05 :-0 9 � p `� 8 3 4 4, $3 S 38 xX 8 +4• k2• 6 1 + a 11 ^ +1,7 +0• +0. 3 5. 6, 4, $ +p• k2`n + + 3,•, ,� +2.0 +, ,, o 4 +0,6 0,3 4 9 +1•$ k156 v 0 21 5 0 � a 6 k05 kl• 4 k2,, +24 2.8 3,4 + + ., +0,8 1,0 4 9 +1• +0, ?.. 1• 5• 3 S 6, 9 +1• + 1,9 1,7 +1,3 +1,7+ ,9 }2,2 +2� t�..4 2� 39 FR 6 9 6 �1 S, gl x +O$ +19 +2� k2$ Tc,. 2.5 +2,7 + +1,5 +1.3 +1,3 +1,2 +0,8 +1,3 5 6• S 6, 9 1,1 +1,0 +0,7 +1,0 +1,3 A. +1• +1• +4• 1 ?r k03 +22 3 + ++�.1 +24 +l, i +1,2 + +0,4 6 8 2 1 2• 5,3 65 9 1 6 4 6, S� O 11 13 +16 +2$ k2 1 2,9 1,6 +1.1 + + +0.6 +0,3 +0,4 +0,9 +1,1 +13 +15 +0 1,6ovk � 14 81 6.3 6"3 6,q1 k N ! 2,4 +0 0,2 0,3 n 3 , +0,3 1 3 14 8 $ 0 9 k1 +lg k2q k15 +1,0 9 0.? i•4 0,9 u,Y +01 +0,6 +0,8 +1• +1• A- , 1 6 g,l 6• S,8 4 6.0 Si X +0,7 +1Z +�2 p,3 5 8• 5,6 4 SI 6 ' 0 2,0 1.1 0,9 +0,3 3, S '1' c' 0 k14 k1g T2.3 OA 3.5 3,1 2,1 1,7 1,4 0,4 +11 p$ O1 9$ 1 4;� 4, 3 3, 1 6 le 1.5 1,1 �_5 - 6• S 9 S' 1 4 k13 +21 +10, 3B 47 5,9 3Q 2,6 1,7 1 + 6 a 0 k14 +L• 3•e- 2 6, 3,3 2.8 ' 1.0 0.5 �, 4 F p g� 5 2 3, .4 33 3 4 S g9 g O 6,7 i,4 --'0,3 +0• +1.2 s, 8 1 5• 3 3, S 1 9 5 6• 86 4 4,4 4"C 2.6 2, 2.2 2,0 1,5 0,5 u•. 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S �� '2, 9 1$• $ 1 9,4 9.0 9.1 8 7 4,3 3.9 5,9 9, 9,9 9a 2 1 1• 9 0 4, Sg 0 9S ! �; 8• 2• 2 8, 9 3 5,8 5.8 4.8 4.9 5.5 4 2 g$ 5• 2.3 1. 1 9 0'0 t0,.� "4 0, 8 4 4 ' r - 1 1p 9 6 6, $ 4 0• 2• 4 8 g ,�• h�e� 141 c3, 8,4 6,7 9.0 6 6.2 5.1 6.0 6.4 7,5 4 �� 5.3 2• 32 15 04 6I )• g g �'S g 6 X b tri , 2 1 9,1 9. 7.1 10 10,0 p6 100: i " 4 S'S 9 S °j^ Vie^ rnti 10. 1 13• 14 4p 54 y,i 8 1 6,2 6,7 1p2 1 9,8 29 394 p,8 i �- 09 88S Sj 9 8 S x0�� e �0 9 8,8 5 6.3 8.2 8.7 6 0 8 4 ee^�� C ^ 9• 4,6 8,1 ',7 8.0 6.9 R.9 9.3 95 1p0 58 p8 4h �• �' 4 ) g6 gg9 9 c' I I ,oe ,o� 8 2.5 9,0 9, 9• 4� 1 S 8 6 S X X z Zi �r cn w LU 2 ��oo I �� °, 118 .0 b.0 8.4 10,1 1 8.1 1 , I S X °'a � �^ w 6,9 9,2 10,1 gl 15 +p.., 4• - O.S 6 9 c •S 0, - ^� b `. 0,7 3,1 4,4 8.0 9.1 9.3 9.7 8.2 2,6 +p,2 4.6 00 c°c 1 % S`'' - a Lq� o o �� 1,8 4,7 6,5 5.2 4.5 31 p1 +1.3 4 _ r �I 90 SI g� v 99 Ox16 XO� 23 2J t - 0.0 ^ 4. ?' 9' S" S" S m�,oo �, 0.2 1 0.7 1.1 +05 A-0 31 0, 9 & )•9 g�' 4 0 c?> x bO cLti o r 1,6 + +1 , ``S g))9 O Sg 0,5 0,4 +05 9 A 9 ct� +3.5 + ,5 • 1, 0 986 6S 4.S 41 19 x x1S _� �i o Ui �, . 8 ,i 1> 8 4,3 0, x x o '° rn ' XI�O "8 49 9) 9 �6 S� q 8 16 4 0, x 02 4 C x °j °�rn Alp .. •• p ,� X x� S IO �I 9 6,� 4 g c?S 0,4 x13G ` �,o �� o .J d _ •l f �` a y • I6.p 6 ` 8,g 63 3> n > x11 moo, �,° o' o ! '� 1 t �? S 9 ' 89 4, 09 x i i •. X 088 91�' 94 8,6 S96 1,9 OS xx11 pQ o� h� ^ M �-� • ; f r i►' ,fait) �� ' O g S 91 991 8c' S6 0, rn � � � L t �7/ ♦ i A XIS a 4 3 S � ,6 1n ? x00 4 'J<-DT rn ^�,� .. ♦ -� Xi,6I c? 94 99 90 8, 36 09 x01 ^ee^��otio' �� -�'. �� r ,r �: • 02 4 S 6,,6 9j 91S �S �1 106 x x ` s� f►. x1.3 1,41 �8 9 S 8,e se 3 �9 0,? _ x0 S6 97 10 S 8,6 40 1,3 0.6 � c' c',6 93 3 9,S 4 S c?3 1.8 7. a :I ♦ ` 1> 0, 9 10 8� 1 46 2.6 , i. 9 4 6 10 0 a 2,6 cP r1S 4' c 101 9S j 3 ,. . 0 9 3 S8 4.4 �' �' ". � `� `�'1 +• � }:. + xn4 � 7 06 9 0 80 6665,4 00 '� + •.'. z`., xc'0 0,e 689 9 '0 8 3 6.6 AIA,,�°t ~' �• •� . , 0e 8,9 1 9 8 8,4 - ' •ter • `! 39.2 4 9 9,) 9.6 .a,s• � " 0> >S S 1p1 , `0 > 4, 10"o 10,0 10 f Y 40 09 9,, _ 10.4 1 L 16.0 .11 03 010 4-12.5 -�D♦ S 5 s - s s j 3F pp O 4,0 711�, - � i -+�iM��smomJu Vertical Datum Notes: Conversion Banks Channel Dredging Project 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet NAVD88 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and TI/� � oastal 2.54• September 29, 2018 (Post Florence) and represent conditions at that time. Mean Low Water New Hanover County, NC 4. Channel data collected by TI Coastal on November 1st and 2nd, 2018 Beaufort Datum •� � and represent conditions at that time. 4. Soundings are expressed in feet and tenths. Proposed Channel Modifications and Beach Placement Area 5. Aerial photography flown byTerralina Mapping Consultants in Spring 2018. TI Coastal Services, Inc. Graphic Scale P.O. Box 11056 0' 75' 150, 300• DWG NAME: 2019 Banks Channel Permit Drawings.dwg Wilmington, NC 28404 910.512.3096 Scale: 1" = 150' Banks Channel - Bathymetry DWG DATE: March 6 Contours Christian L. Gibson, PE ' 2015 SURVEY DATE: As Shown NC PE #026273 SCALE: 1" = 150' SHEET: 5 OF 15 or AA. 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X�0.90 6.8 9,9 9,6 8,7 9,3 9,1 y5 8.8 66�' 1.1 S 6 �� 9,2 9,9 4 01 4 SO 8,5 9.7 8,6 8,9 8,6 n,, 5� 35 .. 7.4 9.i 8; 3 8,0 0.0 cj L A 0 2p 1. R i• 0 5.7 7.7 6j 7.1 6,9 A4 3,6 0I01 . h • c' 3,9 5.9 3.8 5,4 5,7 3.6 25 O$ • `` _ r �, 1,9 2.1 3,6 3,6 2.4 f • - +i,1 0,8 0,4 0.8 0.6 0 , �r , .Y •� +0.5 +08 +0.3 112 +vz woo N IL 00 • 0 a» Vertical Datum Conversion NAVD88 Banks Channel Dredging Project _ TIoasta 2.54' '�� Mean Low Water New Hanover County, NC .� Beaufort Datum Proposed Channel Modifications and Beach Placement Area TI Coastal Services, Inc. Graphic Scale P.O. Box 11056 0' 75' 150, 300' Wilmington, NC 28404iiiii 910.512.303096 Scale: 1"_ 150 Banks Channel - Control Layout X • 1 ro Christian L. Gibson, PE NC PE #026273 A _d r , ffA� _X I ri •a.e Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and September 29, 2018 (Post Florence) and represent conditions at that time. 4. Channel data collected by TI Coastal on November 1 st and 2nd, 2018 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018. DWG NAME: 2019 Banks Channel Permit Drawings.dwg DWG DATE: March 6, 2015 SURVEY DATE: As Shown SCALE: 1" = 150' SHEET: 6 OF 15 X:2372534.38 00+00 Length:498.01 Azimuth:58.36 X:2372958.34 Y:183955.58 Y:184216.86 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 00+00 0.00 0.00 5.00 5.00 - 7' ade 9' OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 00+00 Depth 10.00 Ft:ln X:2372355.11 05+00 Length:442.00 Azimuth:107.13 X:2372777.50 Y:184626A6 Y:184496.27 -200.00 -1DUO 0.00 100.00 200.00 -5.00 -5.00 05+00 0.00 0.00 5.00 5.00 - T Grade -9'01) 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 05+00 Depth 10.00 Ft:ln X:2372721.25 10+00 Length:442.16 Azimuth:137.90 X:2373017.68 Y:185145.95 Y:184817.87 -200.00-100.00 0.00 100.D0 200.D0 -5.00 -5.00 10+00 0.00 0.00 5.00 5.00 -7'Gr e - 9' D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 10+00 Depth 10.00 Ft:ln X:2373017.14 15+00 Length:443.19 Azimuth:124.50 X:2373382.37 Y:185458.73 Y:185207.68 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 15+00 0.00 0.00 5.00 5.00 A-:7' Grade' 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 15+00 Depth 10.00 Ft:ln X:2373228.18 20+00 Length:444,04 Azimuth:109.75 X:2373646.11 Y:185824.11 Y:185674.08 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 20+00 0.00 0.00 5.00 5.00 - 7' Grade -9'0 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 20+00 Depth 10.00 Ft:ln X:2373436.32 26+00 Length:442.25 Azimuth:109.75 X:2373852.56 Y:186386.88 Y:186237.46 -200.00-100.00 0.00 100.D0 2002 -5.00 -5.00 26+00 0.00 0.00 5.00 5.00 - 7' Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 26+00 Depth 10.00 Ft:ln TTjIA--7-�-)))oasta1 TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 X:2372473.27 01+00 Length:523.09 Azimuth:58.35 X:2372918.58 Y:184035.38 Y:184309.82 -200.00-100.00 0.00 1DO.00 200.00 -5.00 -5.00 0.00 01+00 0.00 5.00 5.00 10.00 10.00 - 7' rade 9' OD 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 01+00 Depth 10.00 Ft:ln X:2372384.54 06+00 Length:442.00 Azimuth:107.13 X:2372806.93 Y:184722.03 Y:194591.84 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 06+00 0.00 0.00 5.00 5.00 - 7' Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 06+00 Depth 10.00 Ft:ln X:2372793.49 11+00 Length:442.23 Azimuth:137.90 X:2373089.96 Y:185215.16 Y: IM7.03 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 11+00 0.00 0.00 5.00 5.00 -TGra 10.00 0 00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 11+00 Depth 10.00 Ft:ln X:2373074.51 16+00 Length:443.22 Azimuth:124.50 X:2373439.76 Y:185540.65 Y:185289.58 -200M-100.00 0.00 100.00 200.00 -5.00 -5.00 1s+oo 0.00 0.00 5.00 5.00 - T Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 16+00 Depth 10.00 Ft:ln X:2373252.90 21+00 Length:444.05 Azimuth:109.75 X:2373670.83 Y:185921.49 Y:185771.45 -200.00-100.00 ON 100.00 200.00 -5.00 -5.00 21+00 0.00 0.00 5.00 5.00 - 7' Grade -91OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 21+00 Depth 10.00 Ft:ln X:2373473.22 27+00 Length:465.23 Azimuth:109.75 X:2373911.09 Y:186479.89 Y:186322.70 -200.00-100.00 0.00 1DO.00 200.00 -5.00 -5.00 27+00 0.00 0.00 5.00 5.00 T Grade -ROD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 27+00 Depth 10.00 Ft:ln Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale X:2372412.17 02+00 Length:516.04 Azimuth:58.35 X:2372851.48 Y:184115.19 Y:184385.94 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 02+00 0.00 0.00 5.00 5.00 - 7' Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 02+00 Depth 10.00 Ft:ln X:2372418.42 07+00 Length:472.48 Azimuth:107.13 X:2372869.94 Y:184816.23 Y:184677.06 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 07+00 0.00 0.00 5.00 5.00 - T Grade - 9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 07+00 Depth 10.00 Ft:ln X:2372869.71 12+00 Length:449.07 Azimuth:137.90 X:2373170.77 Y:185279.96 Y:184946.75 -200.00-100.D0 0.00 100.00 200.00 -5.00 -5.00 12+00 0 00 0.00 5 00 5.00 - ' rede 9' OD ' 0.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 12+00 Depth 10.00 Ft:ln X:2373131.83 17+00 Length:442.80 Azimuth:124.50 X:2373496.74 Y:185622.59 Y:185371.76 -200.00-100.D0 0.00 100.00 200.00 -5.00 -5.00 17+00 0.00 0.00 5.00 5.00 - 7' Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 17+00 Depth 10.00 Ft:ln X:2373288.73 22+00 Length:442.24 Azimuth:109.75 X:2373704.96 Y:186014.87 Y:185865.45 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 22+00 0.00 0.00 5.00 5.O0 - 7' Grade - 9' 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 22+00 Depth 10.00 Ft:ln X:2373516.36 27+15 Length:457.36 Azimuth:127.86 X:2373877.45 Y:186577.81 Y:186297.11 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 27+15 0.00 0.00 5 00 5.00 - T Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 27+15 Depth 10.00 Ft:ln X:2372351.06 03+00 Length:508.87 Azimuth:58.36 X:2372784.27 Y:184195.00 Y:184461.98 -2DO.00-100.00 0.00 100.00 200.00 -5.00 -5.00 03+00 0.00 0.00 5.00 5.00 - T Grade 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 03+00 Depth 10.00 R:ln X:2372452.09 07+04 Length:455.25 Azimuth:122.52 X:2372835.98 Y:1809.40 Y:184644.69 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 07+04 0.00 0.00 5.00 5.00 - T Grade 77j, -9'0D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 07+04 Depth 10.00 Ft:ln X:2372940.87 13+00 Length:448.68 Azimuth:137.90 X:2373241.67 Y:185350.37 Y:185017.45 00.00-100.00 0.00 100.00 200.00 -5.00 -5.00 13+00 0.00 0.00 5.00 5 CC - 7' de -9'0D 10.00 10 CC 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 13+00 Depth 10.00 Ft:ln X:2373183.41 18+00 Length:442.71 Azimuth:124.50 X:2373548.24 Y:185708.48 Y:185457.70 -200.00-1DO.00 0.00 100.00 200.00 -5.00 -5.00 18+00 0.00 0.00 5.00 5.00 - T Grad -9 '0 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 18+00 Depth 10.00 R:ln X:2373325.62 23+00 Length:442.25 Azimuth:109.75 X:2373741.86 Y:186107.87 Y:185958.45 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 23+00 0.00 0.00 5.00 5.00 - 7' Grade 9 -'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 23+00 Depth 10.00 Ft:ln X:2373656.87 28+00 Length:442.70 Azimuth:145.97 X:2373904.60 Y:186684.66 Y:186317.76 00.00-100.00 0.00 100.00 200.00 -5.00 -5.00 28+00 0.00 0.00 5.00 5 CC - 7' Grade -9'0D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 28+00 Depth 10.00 Ft:ln Banks Channel Dredging Project New Hanover County, NC X:2372320.62 03+43 Length:499.48 Azimuth:82.74 X:2372816.10 Y:184357.39 Y:184420.48 -200.00-100.00 0.D0 100.00 200.00 -5.00 -5.00 1 03+43 0.00 0.00 5.00 5.00 Grade -9'OD 10.00 0.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 03+43 Depth 10.00 R:ln X:2372576.42 08+00 Length:442.16 Azimuth:137.90 X:2372872.85 Y:185007.91 Y:184679.83 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 08+00 0.00 0.00 5.00 5.00 - T Grade - 'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 R n 08+00 Depth 10.00 Ft:ln X:2372928.20 13+13 Length:442.78 Azimuth:131.20 X:2373261.34 Y:185334.03 Y:185042.36 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 13+13 0.00 0.00 Ho 5.00 - T ade -9'OD 10 CC 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 13+13 Depth 10.00 Ft:ln X:2373208.22 18+82 Length:445.41 Azimuth:117.13 X:2373604.64 Y:185745.97 Y:185542.89 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 18+82 0.00 0.00 5.00 5.00 -7'Gr e 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 18+82 Depth 10.00 R:ln X:2373362.52 24+00 Length:442.25 Azimuth:109.75 X:2373778.76 Y:1862DO.88 Y:186051.46 -200.00-100.00 0.00 100.00 200.00 -5.00 1 1 -5.00 24+00 o.00 o.00 5.00 5.00 - 7' Grade - 9' 10.00 1 10.00 V 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 24+00 Depth 10.00 Ft:ln X:2373736.60 29+00 Length:442.70 Azimuth:145.97 X:2373984.32 Y:186745.29 Y:186378.39 -200.00-100.00 0.D0 100.00 200.00 -5.00 -5.00 29+00 0.00 0.00 5 CC 5.00 - T Grade -9'OD 10 CC 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 29+00 Depth 10.00 Ft:ln Proposed Channel Modifications and Beach Placement Area X:2372325.68 04+00 Length:577.02 Azimuth:107.13 X:2372877.10 Y:184530.89 Y:184360.92 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 04+00 0.00 0.00 5.00 5.00 7' de -9'OD 0.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 04+00 Depth 10.00 Ft:ln X:2372648.84 09+00 Length:442.16 Azimuth:137.90 X:2372945.27 Y:185076.93 Y:184748.85 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 09+00 0.00 0.00 5.00 5.00 -7'Gra 'D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 09+00 Depth 10.00 Ft:ln X:2372960.82 14+00 Length:442.73 Azimuth:124.50 X:2373325.67 Y:185376.10 Y:185125.31 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 14+00 0.00 0.00 Ho 5.00 -TGra OD 10.00 . 1000 15.00 . 191102 Post Florence Template DBL 100.00 Ft:ln 14+00 Depth 10.00 Ft:ln X:2373197.18 19+00 Length:450.28 Azimuth:109.75 X:2373620.98 Y:185728.99 Y:185576.86 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 19+00 0.00 0.00 5.00 5.00 -TGr e - 9' 10.00 10.D0 15.D0 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 19+00 Depth 10.D0 Ft:ln X:2373399.42 25+00 Length:442.25 Azimuth:109.75 X:2373815.66 Y:186293.88 Y:186144A6 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 25+00 o.00 0.00 5.00 5.00 - Grade -9'0D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 25+00 Depth 10.00 Ft:ln X:2373825.14 30+00 Length:451.20 Azimuth:145.97 X:2374077.62 Y:186792.86 Y:186418.92 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 30+00 0.00 0.00 5.00 5.00 - 7' Grade -ND 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 30+00 Depth 10.00 Ft:ln Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and September 29, 2018 (Post Florence) and represent conditions at that time. 4. Channel data collected by TI Coastal on November 1 st and 2nd, 2018 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018. Horiz.Scale: 1" = 100' 0' 50' 100' 200' iiiii 0' 5' 10' 20' Vert.Scale: 1" = 10' Cross Section - Stations 0+00 to 30+00 Christian L. Gibson, PE NC PE #026273 DWG NAME: 2019 Banks Channel Permit Drawings.dwg DWG DATE: March 6, 2015 1 SURVEY DATE: As Shown SCALE: As Shown SHEET: 7 OF 15 X:2373863.49 30+13 Length:444.40 Azimuth:151.61 X:2374074.77 Y:186808.70 Y:186417.74 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 30+13 0.00 0.00 5.00 5.00 - 7' Grade 10.00 -9'OD 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 30+13 Depth 10.00 Ft:ln X:2374433.31 36+00 Length:443.60 Azimuth:157.25 X:2374604.84 Y:187037.64 Y:186628.54 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 36+00 0.00 0.00 5.00 5.00 Grade 9' OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 36+00 Depth 10.00 Ft:ln X:2374816.61 41+00 Length:442.01 Azimuth:148.52 X:2375047.44 Y:187287.72 Y:186910.77 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 41-00 0.00 0.00 5.00 5.00 - 7' Grade -9'0 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 41+00 Depth 10.00 Ft:ln X:2375248.94 46+41 Length:444.84 Azimuth:138.64 X:2375542.89 Y:187525.30 Y:187191.42 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 46+41 0.00 0.00 5.00 5.00 -TGr e 10.00 - OD 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 46+41 Depth 10.00 Ft:ln X:2375556.73 52+00 Length:443,18 Azimuth:128.76 X:2375902.32 Y:187932.22 Y:187654.78 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 52-00 0.00 0.00 5.00 5.00 - T Grade 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 52+00 Depth 10.00 Ft:ln X:2375937.48 57+01 Length:443.13 Azimuth:143.56 X:2376200.67 Y:188359.18 Y:188002.68 -200.00-100.00 0.00 100.00 2002 -5.00 -5.00 57+01 0.00 0.00 5.00 5.00 ' G,ace -9'CC 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 57+01 Depth 10.00 Ft:ln T I o a s t al TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 X:2373968.88 31+00 Length:442.01 Azimuth:157.25 X:2374139.79 Y:186852.23 Y:186444.60 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 31+00 0.00 0.00 5.00 5.00 - Grade 9' OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 31+00 Depth 10.00 Ft:ln X:2374522.44 37+00 Length:443.24 Azimuth:157.25 X:2374693.83 Y:187083.68 Y:186674.92 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 37+00 o.ao 0.00 5.00 5.00 - Grade 10.00 9' OD 10.00 15.00 1 1 1 1 1 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 37+00 Depth 10.00 Ft:ln X:2374902.08 42+00 Length:442.00 Azimuth:148.52 X:2375132.90 Y:187339.64 Y:186962.70 -200.00-100.00 0.00 1DO.00 200.00 -5.00 -5.00 42+00 0.00 O OG 5.00 5.00 - T Gra - 9' 10.00 0 00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 42+00 Depth 10.00 Ft:ln X:2375255.67 47+00 Length:442.78 Azimuth:128.76 X:2375600.95 Y:187532.73 Y:187255.53 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 47+00 0.00 0.00 5.00 5.00 - T Gra - D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 47+00 Depth 10.00 Ft:ln X:2375613.65 53+00 Length:443.17 Azimuth:128.76 X:2375959.24 Y:188014.76 Y:187737.33 -200.00-100.00 ON 100.00 200.00 -5.00 -5.00 53+00 0.00 0.00 5.00 5.00 - T Grad -9'0 10.00 10.00 15.00 1 1 1 1 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 53+00 Depth 10.00 Ft:ln X:2376088.42 58+00 Length:444.28 Azimuth:158.37 X:2376252.18 Y:188435.33 Y:188022.33 -200.00-100.00 0.00 1DO.00 200.00 -5.00 -5.00 58+00 0.00 0.00 5.00 5.00 7' rade ;:�J- 9'0D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 58+00 Depth 10.00 Ft:ln Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale Horiz.Scale: 1" = 100' 0' 50' 100' 200' iiiii 0' 5' 10' 20' Vert.Scale: 1" = 10' X:2374061.30 32+00 Length:442.01 Azimuth:157.25 X:2374232.22 Y: IW90.41 Y:186482.78 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 32+00 0.00 0.00 5.00 5.00 '-de - 79' Dade O' 10.00 10.00 15.00 1 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 32+00 Depth 10.00 Ft:ln X:2374557.64 37+62 Length:445.16 Azimuth:152.89 X:2374760.53 Y:187105.49 Y:186709.25 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 37+62 0.00 0.00 5.00 5.00 - Grade 10.00 9' OD 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 37+62 Depth 10.00 Ft:ln X:2374989.80 43+00 Length:444.17 Azimuth:148.52 X:2375221.76 Y:187387.87 Y:187009.08 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 43+00 0 00 0.00 5 00 5.00 -7'G e ' D ' 0.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Rid 43+00 Depth 10.00 Ft:ln X:2375320.11 48+00 Length:442.55 Azimuth:128.76 X:2375665.21 Y:187609.23 Y:187332.18 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 48+00 0 00 0.00 5.00 5.00 - T Gra 10.00 - 9' D 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 48+00 Depth 10.00 Ft:ln X:2375677.30 54+00 Length:442.14 Azimuth:128.76 X:2376022.08 Y:188091.90 Y:187815.11 -200.00-100.00 ON 100.00 200.00 -5.00 -5.00 54+00 0.00 0.00 5.00 5.00 -TGr e - 9' D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 54+00 Depth 10.00 Ft:ln X:2376184.67 59+00 Length:442.78 Azimuth:158.37 X:2376347.88 Y:1B8463.89 Y:188052.29 -200.00-100.D0 0.00 100.00 200.00 -5.00 -5.00 59+00 0.00 0.00 5 00 5.00 10.00 10.00 15.00 1 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 59+00 Depth 10.00 Ft:ln X:2374155.66 33+00 Length:443.24 Azimuth:157.25 X:2374327.05 Y:186923.97 Y:186515.21 -200.00-100.00 0.00 100.00 200.00 -5.00 1 -5.00 33+00 0.00 0.00 5.00 5.00 I-/7,a'de 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 33+00 Depth 10.00 R:ln X:2374570.94 38+00 Length:442.41 Azimuth:148.52 X:2374801.98 Y:187114.44 Y:186737.15 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 38+00 a.00 0.00 5.00 5.00 - Grade 9' OD 10.00 10.00 15.00 1 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 38+00 Depth 10.00 Ft:ln X:2375079.33 44+00 Length:443.03 Azimuth:148.52 X:2375310.69 Y:187433.15 Y:187055.33 00.00-100.00 0.00 100.00 200.00 -5.00 -5.00 44+00 0.00 0.00 5.00 5 nc - 7' Gr de - OD 10.00 10 cc 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 44+00 Depth 10.00 Ft:ln X:2375379.81 49+00 Length:442.17 Azimuth:128.76 X:2375724.62 Y:187689.54 Y:187412.73 -200.00-1DO.00 0.00 100.00 200.00 -5.00 -5.00 49+00 0.00 0.00 5.00 5.00 -/ra 10.00 - 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 49+00 Depth 10.00 R:ln X:2375740.42 55+00 Length:442.01 Azimuth:128.76 X:2376085.10 Y:188169.47 Y:187892.76 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 55+00 a.00 0.00 5.00 5.00 - 7' ade 10.00 - '0D 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 55+00 Depth 10.00 Ft:ln X:2376275.45 60+00 Length:442.77 Azimuth:158.37 X:2376438.66 Y:188506.25 Y:188094.66 00.00-100.00 0.00 100.00 200.00 -5.00 -5.00 60+00 0.00 0.00 5.00 5.00 - T Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 60+00 Depth 10.00 Ft:ln X:2374249.72 34+00 Length:442.14 Azimuth:157.25 X:2374420.69 Y:186958.27 Y:186550.52 -200.00-100.00 0.D0 100.00 200.00 -5.00 1 -5.00 34+00 0.00 0.00 5.00 5.00 - 7' rade 9' 10.00 OD 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 34+00 Depth 10.00 R:ln X:2374649.22 39+00 Length:453,60 Azimuth:148,52 X:2374886.10 Y:187178.09 Y:186791.26 -200.00-100.00 0.00 100.00 200.00 -5.00 1 -5.00 39+00 o.00 0.00 5.00 5.00 - T rade - 'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 R n 39+00 Depth 10.00 Ft:ln X:2375168.71 45+00 Length:449.71 Azimuth:148.52 X:2375403.56 Y:187478.68 Y:187095.16 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 45+00 0.00 0.00 Ho 5.00 -- - OCTG, 10 'A 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 45+00 Depth 10.00 Ft:ln X:2375441.39 50+00 Length:442.01 Azimuth:128.76 X:2375786.07 Y:187768.34 Y:187491.63 -200.00-100.00 0.D0 100.00 200.00 -5.00 -5.00 SO+00 O.GO 0.00 5.00 5.00 - /Gra 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 50+00 Depth 10.00 R:ln X:2375804.98 56+00 Length:449.83 Azimuth:128.76 X:2376155.76 Y:188245.87 Y:187964.27 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 56+00 0.00 0.00 5.00 5.00 - T rade 9' OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 56+00 Depth 10.00 Ft:ln X:2376358.80 61+00 Length:469.85 Azimuth:158.37 X:2376531.99 Y:188567.35 Y:188130.58 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 61+00 0.00 0.00 5.00 5.00 - T Grade -9'0D 10 'A 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 61+00 Depth 10.00 Ft:ln Banks Channel Dredging Project New Hanover County, NC Proposed Channel Modifications and Beach Placement Area Cross Section -Stations 30+13 to 61 +54 Christian L. Gibson, PE NC PE #026273 X:2374343.90 35+00 Length:443.02 Azimuth:157.25 X:2374515.21 Y:186992.27 Y:186583.71 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 35+00 0.00 0.00 5.00 5.00 - T Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 35+00 Depth 10.00 Min X:2374731.15 40+00 Length:442.00 Azimuth:148.52 X:2374961.97 Y:187235.79 Y:186858.85 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 40+00 0.00 0.00 5.00 5.00 - 7' Gra 10.00 OD 10.00 15.00 1 1 1 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 40+00 Depth 10.00 Ft:ln X:2375254.00 46+00 Length:452.07 Azimuth:148.52 X:2375490.08 Y:187530.89 Y:187145.36 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 46+00 0.00 0.00 5M 5.00 �J- 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 46+00 Depth 10.00 Ft:ln X:2375501.12 51+00 Length:445.05 Azimuth:128.76 X:2375848.17 Y:187848.63 Y:187570.01 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 51+00 0.00 0.00 5.00 5.00 -/Graa - 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 51+00 Depth 10.D0 Min X:2375882.33 57+00 Length:465.75 Azimuth:128.76 X:2376245.52 Y:188312.02 Y:188020A5 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 57+00 0.00 0.00 5.00 5.00 - 7' Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 57+00 Depth 10.00 Ft:ln X:2376337.85 61+54 Length:445.79 Azimuth:142.74 X:2376607.75 Y:188546.59 Y:188191.79 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 61+54 0.00 0.00 5E 5.00 - 7Grade- 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 61+54 Depth 10.00 Ft:ln Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and September 29, 2018 (Post Florence) and represent conditions at that time. 4. Channel data collected by TI Coastal on November 1 st and 2nd, 2018 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018. DWG NAME: 2019 Banks Channel Permit Drawings.dwg DWG DATE: March 6, 2015 SURVEY DATE: As Shown SCALE: As Shown SHEET: 8 OF 15 X:2376312.28 62+00 Length:446.52 Azimuth:127.11 X:2376668.37 Y:188521.26 Y:188251.86 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 1 62+00 0.00 0.00 5.00 5.00 -7'G e 10.00 -9,OD 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 62+00 Depth 10.00 Ft:ln X:2376551.62 67+00 Length:449.53 Azimuth:105.22 X:2376985.37 Y:188825.81 Y:188707.76 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 67+00 0.00 0.00 5.00 5.00 - T Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 67+00 Depth 10.00 Ft:ln X:2376716.89 73+00 Length:453.48 Azimuth:105.23 X:2377154.45 Y:189402.66 Y:189283.57 -200.00-100.00 0.00 100.DO 200.DO -5.00 -5.00 73+00 0.00 0.00 5.00 5.00 - T Grade -9'0D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 73+00 Depth 10.00 Ft:ln X:2376773.49 78+00 Length:442.29 Azimuth:71.43 X:2377192.75 Y:189717.85 Y:189858.71 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 78+00 0.00 0.00 5.00 5.00 - T Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 78+00 Depth 10.00 Ft:ln X:2376568.28 84+00 Length:446.30 Azimuth:71.43 X:2376991.34 Y:190281.86 Y:190424.00 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 84-00 0.00 0.00 5.00 5.00 - TT Grade 10.00 v V 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 84+00 Depth 10.00 Ft:ln X:2376457.40 89+68 Length:383.07 Azimuth:87.23 X:2376840.02 Y:190904.58 Y:190923.07 -200.00-100.00 0.00 100.DO 2002 -5.00 -5.00 89+68 0.00 0.00 5.00 5.00 - 7' Grade -YOD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 89+68 Depth 10.00 Ft:ln T I o as t a I TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 X:2376384.04 63+00 Length:450.91 Azimuth:127.11 X:2376743.64 Y:188592.36 Y:188320.31 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 63+00 0.00 0.00 5.00 5.00 10.00 9' OD 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 63+00 Depth 10.00 Ft:ln X:2376595.74 68+00 Length:449.45 Azimuth:105.22 X:2377029.42 Y:188917.44 Y:188799.41 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 68+00 0.00 0.00 5.00 5.00 - T Grade -9'0D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 68+00 Depth 10.00 Ft:ln X:2376727.52 74+00 Length:451.11 Azimuth:105.23 X:2377162.80 Y:189503.40 Y:189384.93 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 74+00 0.00 0.00 5.00 5.00 - T Grade -9'01) 10.00 ' O GO 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 74+00 Depth 10.00 Ft:ln X:2376738.18 79+00 Length:442.29 Azimuth:71.43 X:2377157.44 Y:189811.48 Y:189952.34 -200M-100.00 0.00 100.00 200.00 -5.00 -5.00 7g+00 0.00 0.00 5.00 5.00 - 7Grade 10.00 -9'0D 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 79+00 Depth 10.00 Ft:ln X:2376548.09 85+00 Length:455.48 Azimuth:71.43 X:2376979.85 Y:190380.57 Y:190525.63 -200.00-100.00 ON 100.00 200.00 -5.00 -5.00 85+00 0.00 0.00 5.00 5.00 -TGra -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 85+00 Depth 10.00 Ft:ln X:2376476.88 90+00 Length:379.56 Azimuth:103.D4 X:2376846.65 Y:190991.82 Y:190906.19 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 90+00 0.00 0.00 5.00 5.00 - T Grade 9- OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 90+00 Depth 10.00 Ft:ln Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale Horiz.Scale: 1" = 100' 0' 50' 100' 200' iiiii 0' 5' 10' 20' Vert.Scale: 1" = 10' X:2376447.95 64+00 Length:448.63 Azimuth:127.11 X:2376805.73 Y:188669.40 Y:188398.73 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 64+00 0.00 0.00 5.00 5.00 race -9'0D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 64+00 Depth 10.00 Ft:ln X:2376634.82 69+00 Length:445.29 Azimuth:105.23 X:2377064.48 Y:189010.44 Y:188893.50 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 69+00 0.00 0.00 5.00 5.00 - 7' Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 69+00 Depth 10.00 Ft:ln X:2376738.51 75+00 Length:501.10 Azimuth:105.23 X:2377222.02 Y:189604.05 Y:189472.45 -200.00-100.DO 0.00 100.00 200.00 -5.00 -5.00 75+00 0 00 0.00 5 00 5.00 - T Grade -9'OD ' 0.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 75+00 Depth 10.00 Ft:ln X:2376706.23 80+00 Length:456.62 Azimuth:71.43 X:2377139.07 Y:189906.24 Y:190051.66 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 80+00 0 00 0.00 5.00 5.00 - T Grade 10.00 -9'OD 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 80+00 Depth 10.00 Ft:ln X:2376539.83 86+00 Length:439.38 Azimuth:71.43 X:2376956.33 Y:190483.29 Y:190623.22 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 86+00 0.00 0.00 5.00 5.00 Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 86+00 Depth 10.00 Ft:ln X:2376498.68 91+00 Length:367.01 Azimuth:103.04 X:2376856.23 Y:191089.42 Y:191006.62 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 91+00 0.00 0.00 5 00 5.00 - 7' Grad -9'0 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 91+00 Depth 10.00 Ft:ln X:2376501.19 65+00 Length:443.75 Azimuth:127.11 X:2376855.07 Y:188754.52 Y:188486.79 -200.00-100.00 OR 100.00 200.00 -5.00 -5.00 65+OC 0.00 0.00 5.00 5.00 =�/-T -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 65+00 Depth 10.00 R:ln X:2376649.30 70+00 Length:445.28 Azimuth:105.23 X:2377078.95 Y:189110.14 Y:188993.20 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 70+00 0.00 0.00 5.00 5.00 -77'Grade - 10.00 10.00 15.00 1 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 70+00 Depth 10.00 Ft:ln X:2376773.10 76+00 Length:511.90 Azimuth:105.23 X:2377267.03 Y:189698.27 Y:189563.84 00.00-100.00 0.00 100.00 200.00 -5.00 -5.00 76+00 0.00 0.00 5.00 5 CC -9'OD 10.00 10 CC 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 76+00 Depth 10.00 Ft:ln X:2376698.96 81+00 Length:456.63 Azimuth:71.43 X:2377131.81 Y:190009.29 Y:190154.72 -2DO.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 81+00 0.00 0.00 5.00 5.00 - T Grade 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 81+00 Depth 10.00 R:ln X:2376531.57 87+00 Length:410.92 Azimuth:71.43 X:2376921.09 Y:190586.01 Y:190716.88 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 87+00 a.00 0.00 5.00 5.00 Grade -9'OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 87+00 Depth 10.00 Ft:ln X:2376520.47 92+00 Length:367.01 Azimuth:103.04 X:2376878.02 Y:191187.02 Y:191104.22 00.00-100.00 0.00 100.00 200.00 -5.00 -5.00 g2+00 0.00 0.00 5.00 5 CC - 7' Grad 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 92+00 Depth 10.00 Ft:ln X:2376557.30 66+00 Length:444,33 Azimuth:127.11 X:2376911.65 Y:188837.46 Y:188569.39 -200.00-100.00 0.DO 100.00 200.00 -5.00 -5.00 66+00 0.0o O.00 5.00 5.00 race -TOD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 66+00 Depth 10.00 R:ln X:2376665.65 71+00 Length:443,34 Azimuth:105.23 X:2377093.43 Y:189209.33 Y:189092.90 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 71+00 0.00 0.00 5.00 5.00 - Grade -9'O1) 10.00 10.00 15.00 115.00 191102 Post Florence Template DBL 100.00 R n 71+00 Depth 10.00 Ft:ln X:2376759.33 76+55 Length:490.35 Azimuth:88.33 X:2377249.47 Y:189660.76 Y:189675.07 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 76+55 0.00 0.00 5.00 5.00 - 7' Grad '0D 10 CC 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 76+55 Depth 10.00 Ft:ln X:2376657.02 82+00 Length:448.59 Azimuth:71.43 X:2377082.25 Y:190100.69 Y:190243.56 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 82+00 O.GG 0.00 5.00 5.00 - T 10.00 Z111dUU9' 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 82+00 Depth 10.00 R:ln X:2376523.31 88+00 Length:380.98 Azimuth:71.43 X:2376884.45 Y:190688.73 Y:190810.06 -200.00-100.00 0.00 100.00 200.00 -5.00 1 -5.00 88+00 0.00 0.00 5.00 5.00 - 'Grade -9'0D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 88+00 Depth 10.00 Ft:ln X:2376542.27 93+00 Length:367.00 Azimuth:103.04 X:23760.81 Y:191284.62 Y:191201.82 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 93+00 0.00 0.00 5 CC 5.00 - T Grad 10 CC 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 93+00 Depth 10.00 Ft:ln Banks Channel Dredging Project New Hanover County, NC Proposed Channel Modifications and Beach Placement Area Cross Section -Stations 62+00 to 94+00 Christian L. Gibson, PE NC PE #026273 X:2376557.80 66+57 Length:442.01 Azimuth:116.17 X:2376954.51 Y:188838.50 Y:188643.57 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 1 66+57 o.00 0.00 5.00 5.00 7' Grade 10.00 -9'0D 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 66+57 Depth 10.00 Min X:2376685.38 72+00 Length:443.02 Azimuth:105.23 X:2377112.85 Y:189307.60 Y:189191.25 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 72+00 0.00 0.00 5.00 5.00 - T Grade 9' OD 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 72+00 Depth 10.00 Ft:ln X:2376737.07 77+00 Length:513.94 Azimuth:71.43 X:2377224.25 Y:189600.12 Y:189763.80 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 77+00 0.00 0.00 5.00 5.00 -7'Cr 9' OD 10.00 10.00 15.00 1 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 77+00 Depth 10.00 Ft:ln X:2376613.12 83+00 Length:445.56 Azimuth:71.43 X:2377035.48 Y:190191.43 Y:190333.34 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 1 83+00 0.00 0.00 5.00 5.00 - 7' Grad 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 83+00 Depth 10.D0 Min X:2376499.48 89+00 Length:367.47 Azimuth:71.43 X:2376847.81 Y:190786.21 Y:190903.25 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 89+00 0.00 0.00 5.00 5.00 - T Grade 10.00 -9'OD 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 89+00 Depth 10.00 Ft:ln X:2376564.06 94+00 Length:367.01 Azimuth:103.04 X:2376921.61 Y:191382.22 Y:191299A2 -200.00-100.00 0.00 100.00 200.00 -5.00 -5.00 94+00 0.00 0.00 5.00 5.00 - 7' Grade -9'0D 10.00 10.00 15.00 15.00 191102 Post Florence Template DBL 100.00 Ft:ln 94+00 Depth 10.00 Ft:ln Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and September 29, 2018 (Post Florence) and represent conditions at that time. 4. Channel data collected by TI Coastal on November 1 st and 2nd, 2018 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018. DWG NAME: 2019 Banks Channel Permit Drawings.dwg DWG DATE: March 6, 2015 SURVEY DATE: As Shown SCALE: As Shown SHEET: 9 OF 15 .31 W �, PER �_ J`_ �iC.i:, +_ .\ , � � r. ��'��• Sam X _ Irxon"Im�W� 4WA _�1 ram �•l„ . o • to O ' - + BASELINE ' \. CD BL1 LO 00 - X t [•" 7r �~ TIE TO EXISTING GRADE �►' r... - - • r • + + _ . sfit UJ IE XI GRADE ti �w • It O - J_ r J l -' + + TIE TO EXISTING GRAD _ ; .. . ► +. } XUNEREST ui _ + o' z` •'�� ! 0o O UNE CREST + �_ , + Ln s p U+ UNE to to (COD)# _ + „+ o -= `! —DUNE CREST + rs p o O L0 N '-1 Figure "8" Beach Baseline Coordinates NAD83 NC State Plane - Feet Point Station Easting Northing BL1 0+00 2,373,724.00 183,249.28 BL2 100+00 2,379,502.29 191,410.85 TI ,U, oastal TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 e Slope e ne Slope N O- v O- O N Ln DGE OF BERM N N N DGE OF BERM v co m v m X Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale 0' 100, 200' 400' iiiii Scale: 1" = 200' 2J X X Banks Channel Dredging Project New Hanover County, NC Proposed Channel Modifications and Beach Placement Area Figure 8 Beach -Control Layout X une Slope m w � Z_ o6 J rl = r-I U cn Q w w _ N X Christian L. Gibson, PE NC PE #026273 E OF BERM une Slope N O_ 0 Lo V) N L ,--I U v m 1�. X 000 , 000 Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and September 29, 2018 (Post Florence) and represent conditions at that time. 4. Channel data collected by TI Coastal on November 1 st and 2nd, 2018 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018. DWG NAME: 2019 Banks Channel Permit Drawings.dwg DWG DATE: March 6, 2015 SURVEY DATE: As Shown SCALE: 1" = 200' SHEET: 10 OF 15 �j��0j�j16p0 �,�`90 `L�j `�00�jP�O `L�j1�j`Q�O ' , •�► i �' 00 M6 Sp Now 1M��,^r"♦l��i - _ '"j•'i r-i�_1"G'r % '` 'r• ' -er - - - I ', ✓ '' ♦ ( ' ♦ l R •♦ • �+ � 'yam I �• ,�✓�• '- �� •'_ - ..6� • v _ t _ ` jL, �,t1'�/'� �� •�Y•' TIE TO EXISTING GRADE 't ti 't XISTI GRADul J� ��• - v + �.. y y ` y nh �+ �`� �1 BA ELIt CD B.J LO UNE CRES cn cn t ui r In i <� 1 , : Ui , O ; In o _ . ` .< UNE CREST O o l UNE CREST o } ,�r o 1. TIE T EXISTI G GRADE +O y 0. ,UNE CREST I� UNE CREST une Slope une Slope une Slope une Slope une Slone 00 0 I OO LFr. X TI v a v v z v O Q Q o v O O Ln Ln D_ O- Ln IN N t N t �^ ^ N t DGE OF BERM v - " - _ ° DGE OF BERM u co! m DGE OF BERM m ~. '"'' 00 m m X 0astal TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 fV Lu r-I Z 06 J 0 U Ln Q W Lu 2 N Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale 0' 100' 200' 400' iiiii Scale: 1" = 200' X X X X Banks Channel Dredging Project New Hanover County, NC Proposed Channel Modifications and Beach Placement Area Figure 8 Beach -Control Layout 1, Christian L. Gibson, PE NC PE #026273 X Figure "8" Beach Baseline Coordinates NAD83 NC State Plane - Feet Point Station Easting Northing BL1 0+00 2,373,724.00 183,249.28 BL2 1 100+00 2,379,502.29 191,410.85 1�1 Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and September 29, 2018 (Post Florence) and represent conditions at that time. 4. Channel data collected by TI Coastal on November 1 st and 2nd, 2018 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018. 2, IQ 00 O DWG NAME: 2019 Banks Channel Permit Drawings.dwg DWG DATE: March 6, 2015 SURVEY DATE: As Shown SCALE: 1" = 200' SHEET: 11 OF 15 2 +7,8 W +11.4 +12,5 +13,7 �• r +14.0 +13.2 +13,9.% •�'� +12.84 +11. +11,4 +13A ; +9,4 +11.8 + +10,2 +13,10 +81ASELINE +9,8 +11.4 BL1 +16,0 7, +6,8 + <P +4 9 +5,4 +3,1 ,9 o� +1,6 +i'� +0.8 +0,4 +0,1 0,2 0.4 0.6 1.4 1.5 1.9 2,3 3.8 3,7 4.7 4,4\ 4,7 4,5 4.2 2.5 3.9 2,9 3,1 3.7 3,6 4 4.4 ,3 5,2 6,3 6,2 ,5 7.3 8,1 8,2 8.6 8.7 8.8 8,9 9.0 ®,0 9.7 Np09,2 9,5 .4 9,8 9 9.9 9.8 10,1 9.8 10.2 10.0 10.2 10,2 10.4 10,2 10,3 10.5 10.3 10.6 10.2 10,7 10,3 10.7 10,1 10,6 10,1 10.8 10,6 10,8 11,1 11.3 11.7 11.8 12,1 12.1 12.9 12,7 13,7 13.2 14.5 14,0 15.3 14,8 15,9 15,4 16.8 16,0 17,4 16.6 17,9 17,2 18.5 17,7 19.0 18,3 19,4 18,8 19,9 19.3 20.3 19.7 20.6 20,1 21.1 20,5 21.4 20.9 21.7 21,2 22,1 21.5 22,3 21.8 22.7 22.2 23,0 22.5 23,3 22,8 23,4 23.1 23.7 23,4 23.9 23,6 24,2 23,8 24,4 24,1 24,6 24,3 24.8 24,5 25.1 24.7 25.2 25.0 25,3 2 25,5 ,4 25,7 2 5 25,9 25. 26,1 25,9 26,3 26.1 26.4 26.3 26.6 26,4 26,7 26.6 26.9 26,8 27,0 26.9 27.2 27,1 27,4 27.3 27,5 27,4 27,6 27,6 27,8 27.8 28.0 27,9 28,1 28.1 28,3 28.2 28,5 28.4 28,6 28,5 28,8 28.7 29,0 28.8 29,1 29.0 29,3 29,2 29.3 29.3 29.5 29,5 29.7 29,6 29,8 29,8 30,0 30,2 UOO t ' - Y a. _ -A w� -01 Al +11.9 _ 1 +11.4 +12.0 + i +115® .I n t"' 7+13.8 ! +10.8 0 +10,7 0 +10.8 +7,7 - +18.4 .. +4,1 +1,1 +1,9 +3,0 +0,8 +0 8 +1,5 +0,4 - _ +0,7 ' +0,1 +0,2 2'2 0.4 2,7 1,4 2.1 0,8 2.4 2,1 1.6 1.8 2,6 2,6 2,0 3,2 3,4 2,7 4.0 4,1 3,3 4.9 1 : 4,9 3,9 6.4 _ 6,4 4,9 7,1 8,1 6.0 8.3 83 7.4 9,4 9,7 8,1 11 9.4 1 9,0 d. 10,1 0,5 9,8 d" 1 ,2 10, 10.7 10,1 11,0 10,6 10.6 11,4 10.9 10.9 111 11.1 10,9 10.5 10.7 10.8 9,3 9,9 10,2 8,8 9,3 9.2 8,7 8,9 8.5 9.0 8.6 8,6 9,5 9,1 8.8 10,0 9.6 9.4 10,9 10,3 10,1 11.6 11.1 11,0 12.7 12.1 1119 14.0 13,3 13,0 15,2 14,6 14,4 1J 16.4 15.7 15.6 17.5 16,8 16.9 18.6 17.9 18.1 19.4 m 18,8 19,3 20,2 w 19,5 20.1 20.9 Z C'6 20,4 20.9 21.5 : 21,0 21,5 22,0 = 21.7 22,1 22,5 U cn 22.1 23.0 23,0 l'-_ 22.6 23,4 23,3 Q w 23.1 23,9 23,6 w 23,3 24.2 23.9 N 23.5 24,5 24.2 23,8 24,8 24.6 24.0 25,0 24.8 2425,2 25.1 5,1 24.6,6 25,5 25.3 24,8 25.5 25.5 25,0 25.7 25.7 25.2 25.8 25,9 25,3 26.0 26,0 25,5 26,2 26,2 25.7 26.5 26A 25.9 26.7 26,6 26,0 26.9 26,7 26.2 27,3 26,9 26,3 27,1 27,1 26.5 27.0 27,2 26,5 27.2 27,3 26,8 27.3 27.5 26.9 27,5 27,6 27,1 27.7 27.9 27.1 27,9 28.0 27.3 28,0 28,2 27,4 28.1 28.3 27,5 28,3 28.4 27,6 28.6 28.6 27.7 28.7 28.6 27.9 28.8 28,8 28.129,1 29,0 28.28,2 29,2 29.2 28,4 29.3 29.3 28.5 29,5 29.5 28.7 29,6 29,6 28.9 29.8 29,7 29,0 30,0 29.9 29,2 30,1 30.1 29,4 30,3 pp0 30,2 29.7 30,5 30,4 29,7 i 30.7 30.5 29.9 30.9 30.7 30,0 31.0 30,9 30.2 31.3 31,1 30.4 ' 31.4 0 31.2 30.5 31.5 00 31.4 30,7 31.7 31,6 30,9 31.9 31,8 31,0 32.2 31,9 31.1 2 32,3 j� 32,2 p 31.3 32,5 AL 3 O 31,4 000 32.6 1,5 32,7 Vertical Datum Notes: Conversion Banks Channel Dredging Project 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet NAVD88 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and T I/� � oastal 2.s4. September 29, 2018 (Post Florence) and represent conditions at that time. Mean Low Water New Hanover County, NC 4. Channel data collected by TI Coastal on November 1st and 2nd, 2018 Beaufort Datum '� � and represent conditions at that time. 4. Soundings are expressed in feet and tenths. Proposed Channel Modifications and Beach Placement Area 5. Aerial photography flown byTerralina Mapping Consultants in Spring 2018. TI Coastal Services, Inc. Graphic Scale P.O. Box 11056 01 100, 200' 400• DWG NAME: 2019 Banks Channel Permit Drawings.dwg Wilmington, NC 28404 Scale: 1"Figure 8 Beach - Bathymetry and Contours Christian L. Gibson, PE DWG DATE: March 6, 2015 SURVEY DATE: As Shown 910.512.3096 _ 200' - NC PE #026273 SCALE: 1" = 200' SHEET: 12 OF 15 IL-111111 'ALA Alri; ol s f v tit d• 1 3 _ �� -.-1 ♦ -. - � �,,,,-•i � �-�h � ----. ....ti:� ,''fit W o •' +11,8 + o +12;0 • . 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BJ+11.44 �- �� i +22� , , � +10,8 or 0 + 1�5� _ :».; ' + +13.8 + ' -r �: - +20,2 .' + +13 - + 's • i % 'r- 0 0 +10.8 o +13.8 0 +22,1 0 +10,7 �..., o ,+ o saw ;3.. + o +12,5 # + � ' ° � +18,4�1 9,1 ti f +7,7 _ - +16.5 +15,2 +12.9 + , +4,1 - - +8,3 + . +9,2 +11,2- j +10.3 1 j•;ii.i� 00 +5,7 +1,9 +3,0 +7,4 +13,5 +0,8 +0,8 +1,5 +1,6 +0,4 + , +0,1 +0,7 +0.7 +2,5 +0.2 +1.2 & 5.3 .r 2.2 8.9 0.4 +011 +2,4 2,7 0,8 1,4 0.6 +0,0 + 2.1 2.4 2.7 0,5 +0.7 2,2 2.1 1,6 1,8 3.4 1.1 0,0 +1,2 2,6 2,6 2.0 3,5 1,6 0,8 +1,0 32 3,4 2.7 3.7 2.2 4.0 `'.• - V'!"��i 4,1 3,3 2,4 1,6 0.1 4,g 4,9 4,9 2,6 2.3 1,2 3,9 2,9 6,4 6,4 M: 3,6 2,7 ..fr �-3,9 8 O 71 8,1 6.0 t� 5.0 3,2,2 54' 8,3 8.9 7.4 6.3 4 3 3,5 2,2 9,4 9J 8,1 9,4 1 9,0 8,1 10,1 ,5 9,8 9.0 8.4 _ 4,2 2,7 - 3,4 igli1 ,2 10, 10,6 U.U8.7 .4 yam:i .. 4,1 l 10,7 10,1 10.5 6,4 5.9 2� 11,0 10,6 10,6 10,5 10.9 7.7 '�' 5.0 11.0 10.9 10,7 8,6 7.3 10.9 9,3 7,3 r 6p0 11.1 11.1 10,9 10.8 11,1 9,8 ,3 10.9 11.1 10,2 9,2 p 10,5 10,7 10,8 10,9 4 9 10 11,3 10,, 9,3 9,9 10,2 10,7 11,3 109 04 8,8 9,3 9.2 9,8 11,0 11.1 10,9 8,7 8,9 8.5 8.8 10,4 11,4 10,9 9.0 8.6 8,6 8.5 11.6 11,2 9,5 9,1 8.8 8,6 9,7 11.6 10,0 9.6 9.4 8,8 9'1 11.2 11.8 10,9 10,3 10,1 9,3 8'9 10,6 11,6 11.6 11.1 11,0 g'4 9,9 10,0 10,0 9 5 11.4 12,7 12,1 11,9 10,8 10,4 9 5 10.0,8 14.0 13,3 13,0 12.2 1,4 9 5 10.2 1 15,2 14,6 14,4 13,6 11.4 10.0 16,4 15,7 15.6 15.1 13,7 0S 9'7 17,5 16,8 16.9 16,4 15.1 110.0 10. 18.6 17.9 18.1 17,6 16.6 12 15 10,5 19.4 fV 18,8 19,3 18,9 18,0 11.3 20,2 w � 13 9 19,5 20.1 20,1 19.3 11,8 152 20.9 Z co 20,4 20.9 21.0 20.3 16,5 12.7 21.5 � O 21,0 21,5 21.9 21,0 14.0 22,0 = ,� 21.7 22,1 22.3 21.7 17,7 15,2 -11 23,0 22.6 23,0 22,7 21.9 19.8 16,6 0Z 23,4 23.7 23,0 19,8 17.6 00 23,3 Q w 23.1 23,9 24,4 20,6 18,6 0 23,6 w 23,3 24.2 24,9 23,4 21,4 19,5 23.9 N 23.5 24,5 25,3 24,1 23.7 22,2 20,3 24.2 23,822.8 O 24.6 24.0 24,8 25 20,9 25,0 25.9 ,9 24,4 23,4 21,6 24,8 23,9 24,8 24,3 25,2 26.2 25.1 24.3 22,1 25.1 24.6 25,5 26.4 25.4 2522.6 2 25.3 24,8 25.5 26,6 25.7 .1 23,0 253 25.5 25,0 25.7 26.8 25.8 .3 23.4 25.7 25.2 25.8 26.8 26.0 23,7 25,9 25,3 26.0 26,9 26.1 25,6 24,0 263 26,0 25,5 26,2 27.0 26.2 2 .24.4 26,2 25.7 26.5 27,1 26,4 24,7 26,4 25.9 26 4 26.9 26,7 27,3 25,0 26,6 26,0 26.9 726.5 26,9 25.2 26,7 26,2 27,3 X2716 26.7 2 .425,5 26,9 26,3 27,1 7.7 26,7 27.6 27,4 25.8 27.1 ,2 26, 26.5 5 27.0 27,8 26,8 278 26,0 1°O° 27 2 26,8 27.2 28.0 27,0 28,0 26.4 26,9 27.3 28.1 27.2 26,6 27S 28,2 27.5 2 27,5 28,2 27,3 28.2 26.9 27.7 28,2 27,4 27.2 27.9 27.1 27,9 28.4 27.5 28,6 27,5 28.0 27.3 28,0 28.6 27,6 29,0 27,7 28,2 27,4 28.1 28,7 27.8 29.1 28.0 28.3 27,5 28,3 28.7 27,9 29.3 28.1 28.4 27,6 28.6 28,8 28,0 29,5 28,4 28.6 27.7 28.7 28.9 28.2 29.6 28.7 28.6 27.9 28.3 29.8 28,8 29,0 28,8 28,8 28,1 29,1 29.2 28,4 30.0 29.0 29,0 28.2 29,2 29.3 28,4 30,1 29,2 29,2 28,4 29.3 29,3 28.5 30.3 29.3 29.3 28.5 28 6 30.6 29,5 29,3 _ 29,6 29.5 28.7 29,6 29,4 28.8 30, 7 29,7 29,6 28.9 29.8 29,4 28,9 30,7 29.9 29,7 29,0 30,0 29.4 29,0 30,9 30.0 29.9 29,2 - 30,1 29.4 31,0 30.2 30.1 29,4 29,1 31,2 30,2 29,6 30,3 29,4 29,2 31,4 30,4 30,5 29,4 29,2 30.6 30,4 29.7 31,4 30,7 29,5 29,1 30,7 30,5 29.9 29 2 31,6 30.9X 29.6 30.0 30.7 30,0 31.8 31,0 29,5 29,3 31,0 30,9 30.2 31.9 31,3 29,6 29,5 31,1 31,1 30.4 31.4 29.6 3 .0 31,3 31.2 30.5 29.9 321 31,4 30,7 31,5 29,6 29,9 - 32,1 31,4 31.7 29,7 30,2 31,6 31,6 30.9 30,3 32,3 31,9 29,5 31,8 31,8 31,032.2 32,4 31,9 311 2 32,3 'L 29.8 30,5 ,y 32,4 ?, 321 32,2 ° 31.3 �� ° 30,6 32,6 �O 6, 32,5 �� 29,8 30,8 �0 2 3 31,4 p 9 32.6 0 29,8 O 30.9 p 32.7 ,4 31,5 0 �� 32,7 CIO 29,9 �� 0 0 32,8 5�' 3 Vertical Datum Notes: Conversion Banks Channel Dredging Project 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet NAVD88 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and TI/� � oastal 2.s4. September 29, 2018 (Post Florence) and represent conditions at that time. Mean Low Water New Hanover County, NC 4. Channel data collected by TI Coastal on November 1st and 2nd, 2018 Beaufort Datum '� � and represent conditions at that time. 4. Soundings are expressed in feet and tenths. Proposed Channel Modifications and Beach Placement Area 5. Aerial photography flown byTerralina Mapping Consultants in Spring 2018. TI Coastal Services, Inc. Graphic Scale P.O. Box 11056 01 100, 200' 400' DWG NAME: 2019 Banks Channel Permit Drawings.dwg Wilmington, NC 28404 Scale: 1" Figure 8 Beach - Control Christian L. Gibson Layout DWG DATE: March 6, 2015 SURVEY DATE: As Shown 910.512.3096 _ 200 -, PE NC PE #026273 SCALE: 1" = 200' SHEET: 13 OF 15 T_ oabstal TI Coastal Services, Inc. P.O. Box 11056 Wilmington, NC 28404 910.512.3096 X: 2373724.00 0+00 Length: 3500.00 Azimuth:125.30 X: 2376580.55 Y:183249.28 Y:181226.88 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 4, 0+00 12.0' 10.00 10.00 4 5.00 5.00 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 0+00 0+00 Depth 10.00 Ft:ln X: 2374879.66 20+00 Length: 3500,00 Azimuth:125,30 X: 2377736.21 Y:184881.60 Y:182859.19 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 41.4' 20+00 - 12.0' 10.00 10.00 121.4' 5.00 5.00 �Slope 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 20+00 20+00 Depth 10.00 Ft:ln X: 2376035.32 40+00 Length: 3500,00 Azimuth:125,30 X: 2378891.87 Y:186513.91 Y:184491.51 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 � 40+00 AJ- 12.0' 10.00 10.00 1� 124.1' 5.00 r n, 5.00 2S.1S/ope 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 40+00 40+00 Depth 10.00 Ft:ln Vertical Datum Conversion NAVD88 2.54' Mean Low Water Beaufort Datum Graphic Scale X: 2374301.83 10+00 Length: 3500.00 Azimuth:125.30 X: 2377158.38 Y:184065.44 Y:182043.03 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 2 6' 10+00 - 12.0' 10.00 10.00 s 0 - 157.1' 5.00 5.00 25.1 Slope 0.00 0.00 -5.00 5.00 -10.00 10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 10+00 10+00 Depth 10.00 Ft:ln X: 2375457.49 30+00 Length: 3500.00 Azimuth:125.30 X: 2378314.04 Y:185697.75 Y:183675.35 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 7, 30+00 12.0' 10.00 10.00 `O 118.9' 5.00 5.00 25.1S/ope 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 30+00 30+00 Depth 10.00 Ft:ln X: 2376613.15 50+00 Length: 3500.00 Azimuth:125.30 X: 2379469.70 Y:187330.07 Y:185307.66 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 81' 50+00 - 12.0' 10.00 10.00 131.4' 5.00 5.00 25/ Slope 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 50+00 50+00 Depth 10.00 Ft:ln Banks Channel Dredging Project New Hanover County, NC Proposed Channel Modifications and Beach Placement Area Notes: 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and September 29, 2018 (Post Florence) and represent conditions at that time. 4. Channel data collected by TI Coastal on November 1 st and 2nd, 2018 and represent conditions at that time. 4. Soundings are expressed in feet and tenths. 5. Aerial photography flown by Terralina Mapping Consultants in Spring 2018. Horiz.Scale: 1" = 100' 0' 50, 100' 200' iiiii 0' 5' 10, 20' Vert.Scale: 1" = 10- Beach Cross Section - Stations 0+00 to 50+00 Christian L. Gibson, PE NC PE #026273 DWG NAME: 2019 Banks Channel Permit Drawings.dwg DWG DATE: March 6, 2015 1 SURVEY DATE: As Shown SCALE: As Shown SHEET: 14 OF 15 X: 2377190.98 60+00 Length: 3500.00 Azimuth:125.30 X: 2380047.53 Y:188146.23 Y:186123.82 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 7, 60+00 12.0' 10.00 s 10.00 120.9' 5.00 r4 5.00 �S/006 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 60+00 60+00 Depth 10.00 Ft:ln X: 2378346.64 80+00 Length: 3500,00 Azimuth:125,30 X: 2381203.19 Y:189778.54 Y:187756.14 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 4 80+00 - 12.0' 10.00 s 10.00 95.9' 5.00 5.00 2S.1 S/ope 0.00 0.00 -5.00 -5.00 -10.00 10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 80+00 80+00 Depth 10.00 Ft:ln X: 2379502.29 100+00 Length: 3500,01 Azimuth:125,30 X: 2382358.85 Y:191410.86 Y:189388.46 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 100+00 10.00 10.00 5.00 0.8' 5.00 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 100+00 100+00 Depth 10.00 Ft:ln X: 2377768.81 70+00 Length: 3500.00 Azimuth:125.30 X: 2380625.36 Y:188962.38 Y:186939.98 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 10.00 10.00 5.00 5.00 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 70+00 70+00 Depth 10.00 Ft:ln 4jf 70+00 - 12,0' �r. N � 97.6' 25 / S/ope X: 2378924.46 90+00 Length: 3500.01 Azimuth:125.30 X: 2381781.02 Y:190594.70 Y:188572.30 -100.00 0.00 100.00 200.00 300.00 400.00 500.00 600.00 700.00 800.00 20.00 20.00 15.00 15.00 J10.00 10.00 5.00 5.00 0.00 0.00 -5.00 -5.00 -10.00 -10.00 -15.00 -15.00 180423 Pre Florence 180929 Post Florence Template DBL 100.00 Ft:ln 90+00 90+00 Depth 10.00 Ft:ln 9�7jf 90+00 - 12.0' �r. s `O 70.0' 25,1 Vertical Datum Notes: Conversion Banks Channel Dredging Project 1. Horizontal Datum: NC State Plane - Zone 3200, NAD83, Feet NAVD88 2. Vertical Datum: NAVD88 for beach work, Mean Low Water for channel dredging. 3. Beach data collected by TI Coastal on April 23, 2018 (Pre Florence) and TIT, o a s a 2.5a. September 29, 2018 (Post Florence) and represent conditions at that time. Mean Low Water New Hanover County, NC 4. Channel data collected by TI Coastal on November 1st and 2nd, 2018 Beaufort Datum '� and represent conditions at that time. Graphic Scale 4. Soundings are expressed in feet and tenths. Proposed Channel Modifications and Beach Placement Area 5. Aerial photography flown byTerralina Mapping Consultants in Spring 2018. TI Coastal Services, Inc. Horiz.Scale• 1" = 100' P.O. Box 11056 0• 50• 100• 200• DWG NAME: 2019 Banks Channel Permit Drawings.dwg Wilmington, 30 28404 Beach Cross Section - Stations 60+00 to 100+00 DWG DATE: March 6, 2015 SURVEY DATE: As Shown 910.512.3096 0• 5• 1o• 20• Christian L. Gibson, PE Vert.Scale: 1" = 10- NC PE #026273 SCALE: As Shown SHEET: 15 OF 15 CAMA Permit Application Geotechnical Information -Composite Statistics and Graph -Descriptive Core Logs -Vibracore Photographs -Individual Granularmetric Reports -Individual Grain Size Curves Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: Banks Channel #Composite Analysis Date: 04-14-19 Analyzed By: JCP Easting (ft): Northing (ft): Coordinate System: North Carolina State Plane Elevation (ft): USCS: SIP Munsell: Wet - 1 OYR-5/1 Dry - 10YR-6/1 Comments: Dry Weight (g): 100.00 Wash Weight (g): 100.00 Pan Retained (g): 0.10 Sieve Loss (%): 0.10 Fines (%): #230 - 0.20 Organics (%): Carbonates (%): 1.30 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 3" -6.25 76.11 0.00 0.00 0.00 0.00 0.75" -4.25 19.03 0.00 0.00 0.00 0.00 0.375" -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 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.10 0.10 0.10 0.10 14 -0.50 1.41 0.30 0.30 0.40 0.40 18 0.00 1.00 0.40 0.40 0.80 0.80 25 0.50 0.71 0.50 0.50 1.30 1.30 35 1.00 0.50 0.70 0.70 2.00 2.00 45 1.50 0.35 1.10 1.10 3.10 3.10 60 2.00 0.25 3.70 3.70 6.80 6.80 70 2.25 0.21 7.50 7.50 14.30 14.30 80 2.50 0.18 28.40 28.40 42.70 42.70 100 2.75 0.15 40.50 40.50 83.20 83.20 120 3.00 0.13 11.40 11.40 94.60 94.60 170 3.50 0.09 5.00 5.00 99.60 99.60 200 3.74 0.07 0.20 0.20 99.80 99.80 230 4.00 0.06 0.00 0.00 99.80 99.80 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.04 2.77 2.70 2.55 2.34 2.26 1.76 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.48 0.18 0.48 -3.03 18.94 n PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m aD 50 (0 0 U 60 aa) p N a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine 9 Sample I Symbol lElev. (ft)l USCS % Fines % Organics % Carbonates I Median I Mean I Skew I Kurt I Sort Sample Information x 51triks Channel #Compo it-- Sp #230-0.20 1.30 2.55 2.48 -3.03 1 18.94 0.48 Project Name: Figure 8 Beach Banks Channel Permit co Comments: w Analysis Date: 04-14-19 5 Depths and elevations based on measured values Analyzed By: JCP LL U) TI Coastal Services, Inc. Fasting (X, ft): Northing (Y, ft): TT I toastal 387-B N. Green Meadows Dr. Z Wilmington, NC28405 a 910.821.1358 Horizontal System: NAD 83 w S E R V I C E S, I N C. 0 }rah Tax 910.821.1359 Vertical System: MLW Borinq Designation 2018-VC-F8-01 DRILLING LOG DIVISION I INSTALLATION SHEET 1 OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Figure 8 Beach Banks Channel Permit 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Banks Channel North Carolina State Plane NAD 83 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER 2018-VC-F8-01 i X = 2,374,062 Y = 186,780 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES Palmer McClellan 74. ELEVATION GROUND WATER 5. DIRECTION OF BORING i DEG. FROM i BEARING :STARTED COMPLETED ® VERTICAL i VERTICAL Q INCLINED 75. DATE BORING : 07-11-18 09:35 07-11-18 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -6.0 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 5.3 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 6.0 Ft. SJF G Q:W O0' ELEV. DEPTH w CLASSIFICATION OF MATERIALS % REMARKS (ft) (ft) W Depths and elevations based on measured values REC. GQ -6.0 0.0 _j mH Sample #1, Depth = 1.1' Single layer, Fine grained well sorted quartz 1 Mean (mm): 0.17, Phi Sorting: 0.53 sand with little to no shell hash or shell Fines (230): 0.14% (SP) fragments, gray (10YR-5/1), (SP). Sample #2, Depth = 3.2' -9.4 3.4 2 Mean (mm): 0.16, Phi Sorting: 0.39 Fines (230): 0.14% (SP) Single layer, Fine grained sandy -silt moderately well sorted quartz sand with oyster shells present from 3.4' to 4.0', gray 11.3 5.3 10YR 5/1 , Cox. End of Boring no] -5 -10 -15 - 20 - 25 SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 Borinq Designation 2018-VC-F8-02 DRILLING LOG DIVISION I INSTALLATION SHEET 1 OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Figure 8 Beach Banks Channel Permit 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Banks Channel North Carolina State Plane NAD 83 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER 2018-VC-F8-02 i X = 2,373,537 Y = 186,270 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES Palmer McClellan 74. ELEVATION GROUND WATER 5. DIRECTION OF BORING i DEG. FROM i BEARING :STARTED i COMPLETED ® VERTICAL i VERTICAL Q INCLINED 75. DATE BORING : 07-11-18 10:13 07-11-18 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -0.8 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 15.6 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 16.0 Ft. SJF G Q:W O0' ELEV. (ft) DEPTH (ft) w W CLASSIFICATION OF MATERIALS Depths and elevations based on measured values % REC. GQ REMARKS -0.8 0.0 _j my Single layer, Fine grained well sorted quartz Sample #1, Depth = 1.8' sand with little to no shell hash or shell 1 Mean (mm): 0.17, Phi Sorting: 0.43 fragments. Sandy -silt from 2.9' to 3.4', gray Fines (230): 0.14% (SP) (10YR-5/1), (SP). -4.8 4.0 Single layer, Fine to medium grained well sorted quartz sand with little to no shell hash Sample #2, Depth = 6.5' or shell fragments. Increase in shell has and 2 Mean (mm): 0.17, Phi Sorting: 0.51 shell fragments (<0.1') from 8.2' to 8.7), gray Fines (230): 0.59% (SP) (10YR-6/1), (SP). Sample #3, Depth = 9.0' -10.1 9.3 3 4 Mean (mm): 0.21, Phi Sorting: 0.80 Fines (230): 0.33% (SP) Sample #4, Depth = 10.0' -10.7 9.9 Single layer, Corase grained poorly sorted quartz sand with abundant shell hash and shell fragments (>0.1'), gray (10YR-6/1), -11.2 10.4 SW Single layer, Very fine grained silty sand with oyster shells (<0.1'), very dark gray 10YR-3/1 , SM . Single layer, Fine to medium corase grained -14.4 13.6 ' ' moderatelhy well sorted quartz with little not shell hash or shell fragments, dark gray 10YR-4/1 , (SP). Single layer, Silty to clayey material with little -16.4 15.6 to no shell hash and shell fragments, black 10YR-2/1 , CL . End of Boring no] -5 -10 -15 - 20 - 25 SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 Borinq Designation 2018-VC-F8-03 DRILLING LOG DIVISION I INSTALLATION SHEET 1 OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Figure 8 Beach Banks Channel Permit 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Banks Channel North Carolina State Plane NAD 83 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER 2018-VC-F8-03 X = 2,373,325 Y = 185,662 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES Palmer McClellan 74. ELEVATION GROUND WATER 5. DIRECTION OF BORING i DEG. FROM i BEARING :STARTED i COMPLETED ® VERTICAL i VERTICAL Q INCLINED 75. DATE BORING : 07-11-18 10:34 07-11-18 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING 0.2 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 11.8 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 14.0 Ft. SJF G JEW O0' ELEV. (ft) DEPTH (ft) w W CLASSIFICATION OF MATERIALS Depths and elevations based on measured values % REC. GQ REMARKS 0.2 0.0 _j my Sample #1, Depth = 1.8' 1 Mean (mm): 0.17, Phi Sorting: 0.51 Fines (230): 0.23% (SP) Single layer, Fine to medium grained well sorted quartz sand with little to no shell hash or shell fragments., gray (1 OYR-5/1), (SP). Sample #2, Depth = 9.2' 2 Mean (mm): 0.20, Phi Sorting: 0.55 Fines (230): 0.22% (SP) -10.7 10.9 Single layer, Fine to coarse grained poorly -11.6 11.8 sorted quartz sand and abundant shell hash shell fragments (<0.1') from 10.9' to 1.2'. Transitioning to a sandy silt from 11.2'o ttand 11.5' then to a fine grained well sorted quartz sand from 11.5' to 11.8'., gray 10YR-5/1 , SP-SM . End of Boring no] -5 -10 -15 - 20 - 25 SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 Borinq Designation 2018-VC-F8-04 DRILLING LOG DIVISION I INSTALLATION SHEET 1 OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Figure 8 Beach Banks Channel Permit 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Banks Channel North Carolina State Plane NAD 83 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER 2018-VC-F8-04 X = 2,372,919 Y = 185,168 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES Palmer McClellan 74. ELEVATION GROUND WATER 5. DIRECTION OF BORING i DEG. FROM i BEARING :STARTED COMPLETED ® VERTICAL i VERTICAL Q INCLINED 75. DATE BORING : 07-11-18 10:55 07-11-18 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -1 .5 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 13.5 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 15.0 Ft. SJF G Q:W O0' ELEV. DEPTH w CLASSIFICATION OF MATERIALS % REMARKS (ft) (ft) W Depths and elevations based on measured values REC. GQ -1.5 0.0 -j mH Sample #1, Depth = 2.3' 1 Mean (mm): 0.18, Phi Sorting: 0.40 Fines (230): 0.09% (SP) Single layer, Fine to medium grained well sorted quartz sand with little to no shell hash or shell fragments, gray (10YR-5/1), (SP). Sample #2, Depth = 7.8' 2 Mean (mm): 0.22, Phi Sorting: 0.54 Fines (230): 0.43% (SP) -11.6 10.1 Single layer, Medium to coarse grained moderately sorted quartz sand with traces of shell hash and shell fragments, gray -13.3 11.8 10YR-5/1 (SP). -13.9 12.4 , Single layer, Coarse grained poorly sorted quartz sand with abundant shell hash and -15.0 13.5 shell fragments (<0.1'), gray (10YR-6/1), (SW). Single layer, Medium to coarse grained well sorted quartz sand with traces of shell hash and shell fragments (<0.1'), gray (10YR-5/1), (SP). End of Boring no] -5 -10 -15 - 20 - 25 SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 Borinq Designation 2018-VC-F8-05 DRILLING LOG DIVISION I INSTALLATION SHEET 1 OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Figure 8 Beach Banks Channel Permit 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Banks Channel North Carolina State Plane NAD 83 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER 2018-VC-F8-05 X = 2,372,611 Y = 184,623 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES Palmer McClellan 74. ELEVATION GROUND WATER 5. DIRECTION OF BORING i DEG. FROM i BEARING :STARTED COMPLETED ® VERTICAL i VERTICAL Q INCLINED 75. DATE BORING : 07-11-18 11:16 07-11-18 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -1 .5 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 11.8 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 14.0 Ft. SJF G JEW O0' ELEV. DEPTH w CLASSIFICATION OF MATERIALS % REMARKS (ft) (ft) W Depths and elevations based on measured values REC. GQ -1.5 0.0 -j mH Sample #1, Depth = 2.4' 1 Mean (mm): 0.19, Phi Sorting: 0.51 Fines (230): 0.18% (SP) Single layer, Fine to medium grained well sorted quartz sand littl to no shell hash or shell fragments, gray (10YR-5/1), (SP). Sample #2, Depth = 7.9' -9 8 8.3 2 Mean (mm): 0.21, Phi Sorting: 0.56 Fines (230): 0.05% (SP) Single layer, Medium to coarse grained poorly sorted quartz sand with abundant shell -11.0 9.5 hash and shell fragments (<0.1'), 10YR-6/1 , (SW). Single layer, Fine to medium grained well sorted quartz sand littl to no shell hash or -13.3 11.8 shell fragments, gray (10YR-5/1), (SP). End of Boring no] -5 -10 -15 - 20 - 25 SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 Borinq Designation 2018-VC-F8-06 DRILLING LOG DIVISION I INSTALLATION SHEET 1 OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Figure 8 Beach Banks Channel Permit 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Banks Channel North Carolina State Plane NAD 83 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER 2018-VC-F8-06 X = 2,372,198 Y = 184,131 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES Palmer McClellan 74. ELEVATION GROUND WATER 5. DIRECTION OF BORING i DEG. FROM i BEARING :STARTED i COMPLETED ® VERTICAL i VERTICAL Q INCLINED 75. DATE BORING : 07-11-18 11:33 07-11-18 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -0.8 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 13.2 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 15.0 Ft. SJF G Q:W O0' ELEV. (ft) DEPTH (ft) w W CLASSIFICATION OF MATERIALS Depths and elevations based on measured values % REC. GQ REMARKS -0.8 0.0 -j my Sample #1, Depth = 3.0' Single layer, Fine to medium grained well 1 Mean (mm): 0.19, Phi Sorting: 0.46 sorted quartz sand with little to no shell hash Fines (230): 0.40% (SP) or shell fragments, gray (10YR-6/1), (SP). Sample #2, Depth = 6.2' 2 Mean (mm): 0.20, Phi Sorting: 0.49 Fines (230): 0.05% (SP) -8.1 7.3 Sample #3, Depth = 8.4' Single layer, Medium to coarse grained %%poorly sorted quartz sand with abundant shell 3 Mean (mm): 0.27, Phi Sorting: 1.04 hash and shell fragments (<0.1'), gray Fines (230): 0.00% (SW) (10YR-5/1), (SW). -11.0 10.2 Single layer, Very fine grained moderately well sorted silty sand. 10.2' to 10.8 coarse shell hash and shell fragments (>0.1'), dark gray (10YR-4/1), (SP-SM). -14.0 13.2 End of Boring no] -5 -10 -15 - 20 - 25 SA) FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 TT _: nactal 2018-VC-F8-01 6.-A FIGURE 8 BEACH FIGURE 8 BEACH BANKS CHANNEL -9.0 TO-10.0 ELEV NLN 2018-VC-F8-02 TI 4.�)Coastalov FIGURE 8 BEACH BANKS CHANNEL -0.0 TO -2.0 ELEY NLN m2018-VC- FB-02 oastal FIGURE 8 BEAI BANKS CHAIN -4.0 TO -6.8 ELEY NLN TI Cstal _�� 2010-VC- F 8 - 0 2 FIGURE 8 BEACH BANKS CHANNEL -2.8 TO -4.8 ELEY NLN TI oastal FIGURE 8 BEACH 1 BANKS CHANNEL -6.0 TO -8.8 ELEY NLN mmmim i rmmmmii% mm 2016-VC- F 8 - 0 2 TI A,oastal 2018-VC-F8-02 FIGURE B BEACH BANKS CHANNEL -8.8 TO -10.8 ELEY 111.2 2018-VC- F8-02 TI oastal 2018-VC- F8-02 TI oastal 2018-YCm- f8 -WO 2 FIGURE 8 BEACH BANKS CHANNEL -10.8 TO-12.8 ELEY NLN FIGURE 8 BEACH BANKS CHANNEL -14.8 TO-18.4 ELEY NLw 2018-VC-F8-03 TI oastal FIGURE B BEACH BANKS CHANNEL„ TI oastal 0.2 TO -1.8 I ELEY NLN i i i w+� 201E-VC- FB-03 oastal 2016-VC- F8-03 FIGURE 0 BEACH BANKS CHANNEL -3.0 TO-5.8 ELEY NLN 5 2010-VC-FO-03 FIGURE 0 BEACH BANKS CHANNEL -I.0 TO-3.B ELEY NLN FIGURE 0 BEACH BANKS CHANNEL -5.0 TO-7.8 ELEY NLN j 2010-VC-FO-03 2018-VC-F8-03 FIGURE 8 BEACH TI oastal BANKS CHA TI oastal -7.0 TO-9. I ELEY NLN 2010-VC-FB-03 2010-VC-FB-03 FIGURE 0 BEACH BANKS CHANNEL -9.B TO-II.9 ELEY ■LN r 2018-VC-F8-04 FIGURE 8 BEACH BANKS CHANNEL -1.5 TO-3.5 ELEY NLN 201E-VC- F8-04 A It FIGURE B BEACH BANKS CHANNEL -5.5 TO-7.5 ELEY ELK 2010-VC- F8-04 2010-VC- F8-04 2018-VC- FB-04 FIGURE 8 BEACH BANKS CHANNEL -3.5 TO-5.5 ELEY ELM FIGURE 8 BEACH BANKS CHANNEL -7.5 TO-9.5 ELEY ELK oastal 201E-VC- FO-04 2018-VC-F8-04 FIGURE 8 BEACH BANKS CHANNEL -9.5 TO -11.5 ELEY IILN TI FIGURE 8 BEACH oasta IBANKS CHANNEL _13.5 TO-15.0 ELEY NLN 2018-VC- F8-04 zo m mmmim i i r mi 2010-VC-FB-04 FIGURE 0 BEACH BANKS CHANNEL -11.5 TO-I3.5 ELEY MILE r 2010-VC-FO-05 2019-VC-FO-05 2018-VC-F8-05 FIGURE 8 BEACH BANKS CHANNEL -1.5 TO -3.5 ELEY NLN FIGURE 8 BEACH BANKS CHANNEL -5.5 TO -7.5 ELEY NLN 2019-YC- F6-05 2016-VC- FB-05 FIGURE 8 BEACH BANKS CHANNEL -3.5 TO -5.5 ELEY NLN FIGURE 8 BEACH BANKS CHANNEL -7.5 TO -9.5 ELEY NLN ,sue TI• , 2018-VC-F8-05 2018-VC-F8-05 FIGURE 8 BEACH BANKS CHAN -9.3 TO -II. ELEY NLN AA 'y5 2018-VC- F8-05 FIGURE 8 BEACH BANKS CHANNEL -11.5 TO -13.3 ELEY NLN r r9 L J �s oastal . 2018-YC-F8-06 f� �!'��• I r 2018-VC-F8-06 FIGURE B BEACH BANKS CHANNE -0.8 TO - 2.8 ELEY NLN FIGURE 8 BEACH BANKS CHANNEL -4.6 TO -6.8 ELEY ILK f mom= === m im r m m mi 2018-VC- F8-06 .- 016-YC- Fe - 06 2018-YC-F8-06 FIGURE 8 BEACH BANKS CHANNEL -2.8 TO - 4.8 ELEY NL0 FIGURE B BEACH BANKS CHANNEL -6.6 TO - 0.8 ELEY NLN 2018-VC-F8-06 FIGURE 8 BEACH oastal TI oastal BANKS CHANNEL TI -8.8 TO -10.8 ELEY NLN i mooim it it immm FIGURE B BEACH BANKS CHANNEL -12.8 TO -14.0 ELEY NLM � moommmmmmmmmm i i 2018-YC-F8-09 FIGURE 8 BEACH BANKS CHANNEL -10.8 TO -12.8 ELEY NLN Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-01 #1 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,374,062 Northing (ft): 186,780 Coordinate System: North Carolina State Plane Elevation (ft): -7.1 MLW USCS: SIP Munsell: Wet - 1 OYR-5/1 Dry - 1 OYR-5/1 Comments: Dry Weight (g): 215.40 Wash Weight (g): 215.40 Pan Retained (g): 0.10 Sieve Loss (%): 0.09 Fines / ): #20 - 0.23 #230 - 0.14 Organics (%): Carbonates (%): 2.10 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.20 0.09 0.20 0.09 10 -1.00 2.00 0.70 0.32 0.90 0.42 14 -0.50 1.41 1.10 0.51 2.00 0.93 18 0.00 1.00 1.00 0.46 3.00 1.39 25 0.50 0.71 1.00 0.46 4.00 1.86 35 1.00 0.50 1.10 0.51 5.10 2.37 45 1.50 0.35 1.20 0.56 6.30 2.92 60 2.00 0.25 2.50 1.16 8.80 4.09 70 2.25 0.21 4.40 2.04 13.20 6.13 80 2.50 0.18 43.70 20.29 56.90 26.42 100 2.75 0.15 113.80 52.83 170.70 79.25 120 3.00 0.13 30.80 14.30 201.50 93.55 170 3.50 0.09 12.70 5.90 214.20 99.44 200 3.75 0.07 0.70 0.32 214.90 99.77 230 4.00 0.06 0.20 0.09 215.10 99.86 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.12 2.83 2.73 2.61 2.48 2.37 2.11 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.56 0.17 0.53 -4.25 27.83 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-01 #2 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,374,062 Northing (ft): 186,780 Coordinate System: North Carolina State Plane Elevation (ft): -9.2 MLW USCS: SIP Munsell: Wet - 1 OYR-5/1 Dry - 1 OYR-5/1 Comments: Dry Weight (g): 211.70 Wash Weight (g): 211.70 Pan Retained (g): 0.30 Sieve Loss (%): 0.00 Fines / ): #20 - 0.33 #230 - 0.14 Organics (%): Carbonates (%): 1.40 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.20 0.09 0.20 0.09 18 0.00 1.00 0.20 0.09 0.40 0.19 25 0.50 0.71 0.40 0.19 0.80 0.38 35 1.00 0.50 0.50 0.24 1.30 0.61 45 1.50 0.35 1.10 0.52 2.40 1.13 60 2.00 0.25 4.70 2.22 7.10 3.35 70 2.25 0.21 6.40 3.02 13.50 6.38 80 2.50 0.18 36.30 17.15 49.80 23.52 100 2.75 0.15 97.30 45.96 147.10 69.49 120 3.00 0.13 37.00 17.48 184.10 86.96 170 3.50 0.09 25.90 12.23 210.00 99.20 200 3.75 0.07 1.00 0.47 211.00 99.67 230 4.00 0.06 0.40 0.19 211.40 99.86 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.33 2.96 2.83 2.64 2.51 2.39 2.14 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.65 0.16 0.39 -1.85 15.92 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-02 #1 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,373,537 Northing (ft): 186,270 Coordinate System: North Carolina State Plane Elevation (ft): -2.6 MLW USCS: SIP Munsell: Wet - 1 OYR-5/1 Dry - 10YR-6/1 Comments: Dry Weight (g): 222.20 Wash Weight (g): 222.20 Pan Retained (g): 0.20 Sieve Loss (%): 0.05 Fines / ): #20 - 0.23 #230 - 0.14 Organics (%): Carbonates (%): 1.20 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.10 0.05 0.10 0.05 18 0.00 1.00 0.10 0.05 0.20 0.09 25 0.50 0.71 1.40 0.63 1.60 0.72 35 1.00 0.50 1.50 0.68 3.10 1.40 45 1.50 0.35 2.20 0.99 5.30 2.39 60 2.00 0.25 6.70 3.02 12.00 5.40 70 2.25 0.21 13.50 6.08 25.50 11.48 80 2.50 0.18 50.80 22.86 76.30 34.34 100 2.75 0.15 91.30 41.09 167.60 75.43 120 3.00 0.13 32.90 14.81 200.50 90.23 170 3.50 0.09 20.10 9.05 220.60 99.28 200 3.75 0.07 1.10 0.50 221.70 99.77 230 4.00 0.06 0.20 0.09 221.90 99.86 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.26 2.89 2.75 2.60 2.40 2.30 1.93 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.57 0.17 0.43 -1.85 11.81 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-02 #2 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,373,537 Northing (ft): 186,270 Coordinate System: North Carolina State Plane Elevation (ft): -7.3 MLW USCS: SIP Munsell: Wet - 1 OYR-6/1 Dry - 10YR-6/1 Comments: Dry Weight (g): 221.30 Wash Weight (g): 221.30 Pan Retained (g): 0.10 Sieve Loss (%): 0.54 Fines / ): #20 - 0.63 #230 - 0.59 Organics (%): Carbonates (%): 1.20 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.10 0.05 0.10 0.05 4 -2.25 4.76 0.00 0.00 0.10 0.05 5 -2.00 4.00 0.10 0.05 0.20 0.09 7 -1.50 2.83 0.10 0.05 0.30 0.14 10 -1.00 2.00 0.10 0.05 0.40 0.18 14 -0.50 1.41 0.50 0.23 0.90 0.41 18 0.00 1.00 0.80 0.36 1.70 0.77 25 0.50 0.71 1.40 0.63 3.10 1.40 35 1.00 0.50 1.20 0.54 4.30 1.94 45 1.50 0.35 2.50 1.13 6.80 3.07 60 2.00 0.25 5.40 2.44 12.20 5.51 70 2.25 0.21 8.10 3.66 20.30 9.17 80 2.50 0.18 43.80 19.79 64.10 28.97 100 2.75 0.15 98.50 44.51 162.60 73.47 120 3.00 0.13 41.80 18.89 204.40 92.36 170 3.50 0.09 14.80 6.69 219.20 99.05 200 3.75 0.07 0.70 0.32 219.90 99.37 230 4.00 0.06 0.10 0.05 220.00 99.41 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.20 2.89 2.77 2.62 2.45 2.34 1.90 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.56 0.17 0.51 -3.93 30.75 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-02 #3 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,373,537 Northing (ft): 186,270 Coordinate System: North Carolina State Plane Elevation (ft): -9.8 MLW USCS: SIP Munsell: Wet - 1 OYR-5/1 Dry - 10YR-6/1 Comments: Dry Weight (g): 209.40 Wash Weight (g): 209.40 Pan Retained (g): 0.00 Sieve Loss (%): 0.33 Fines / ): #20 - 0.38 #230 - 0.33 Organics (%): Carbonates (%): 2.20 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 1.00 0.48 1.00 0.48 5 -2.00 4.00 0.40 0.19 1.40 0.67 7 -1.50 2.83 0.70 0.33 2.10 1.00 10 -1.00 2.00 1.20 0.57 3.30 1.58 14 -0.50 1.41 1.80 0.86 5.10 2.44 18 0.00 1.00 1.80 0.86 6.90 3.30 25 0.50 0.71 2.20 1.05 9.10 4.35 35 1.00 0.50 2.60 1.24 11.70 5.59 45 1.50 0.35 4.60 2.20 16.30 7.78 60 2.00 0.25 13.50 6.45 29.80 14.23 70 2.25 0.21 21.20 10.12 51.00 24.36 80 2.50 0.18 70.20 33.52 121.20 57.88 100 2.75 0.15 63.70 30.42 184.90 88.30 120 3.00 0.13 17.80 8.50 202.70 96.80 170 3.50 0.09 5.70 2.72 208.40 99.52 200 3.75 0.07 0.20 0.10 208.60 99.62 230 4.00 0.06 0.10 0.05 208.70 99.67 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.95 2.71 2.64 2.44 2.25 2.04 0.76 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.27 0.21 0.8 -3.39 17.17 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-03 #1 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,373,325 Northing (ft): 185,662 Coordinate System: North Carolina State Plane Elevation (ft): -1.6 MLW USCS: SIP Munsell: Wet - 1 OYR-6/1 Dry - 10YR-6/1 Comments: Dry Weight (g): 221.20 Wash Weight (g): 221.20 Pan Retained (g): 0.30 Sieve Loss (%): 0.09 Fines / ): #20 - 0.32 #230 - 0.23 Organics (%): Carbonates (%): 1.50 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.50 0.23 0.50 0.23 14 -0.50 1.41 0.90 0.41 1.40 0.63 18 0.00 1.00 0.70 0.32 2.10 0.95 25 0.50 0.71 1.50 0.68 3.60 1.63 35 1.00 0.50 1.70 0.77 5.30 2.40 45 1.50 0.35 1.90 0.86 7.20 3.25 60 2.00 0.25 5.10 2.31 12.30 5.56 70 2.25 0.21 8.90 4.02 21.20 9.58 80 2.50 0.18 49.30 22.29 70.50 31.87 100 2.75 0.15 102.20 46.20 172.70 78.07 120 3.00 0.13 31.10 14.06 203.80 92.13 170 3.50 0.09 16.20 7.32 220.00 99.46 200 3.75 0.07 0.50 0.23 220.50 99.68 230 4.00 0.06 0.20 0.09 220.70 99.77 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 3.20 2.86 2.73 2.60 2.42 2.32 1.88 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.54 0.17 0.51 -3.39 21 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-03 #2 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,373,325 Northing (ft): 185,662 Coordinate System: North Carolina State Plane Elevation (ft): -9.0 MLW USCS: SIP Munsell: Wet - 1 OYR-6/1 Dry - 10YR-6/1 Comments: Dry Weight (g): 225.30 Wash Weight (g): 225.30 Pan Retained (g): 0.10 Sieve Loss (%): 0.18 Fines / ): #20 - 0.22 #230 - 0.22 Organics (%): Carbonates (%): 1.00 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.10 0.04 0.10 0.04 5 -2.00 4.00 0.00 0.00 0.10 0.04 7 -1.50 2.83 0.20 0.09 0.30 0.13 10 -1.00 2.00 0.90 0.40 1.20 0.53 14 -0.50 1.41 1.10 0.49 2.30 1.02 18 0.00 1.00 1.00 0.44 3.30 1.46 25 0.50 0.71 1.30 0.58 4.60 2.04 35 1.00 0.50 1.30 0.58 5.90 2.62 45 1.50 0.35 2.70 1.20 8.60 3.82 60 2.00 0.25 14.60 6.48 23.20 10.30 70 2.25 0.21 42.20 18.73 65.40 29.03 80 2.50 0.18 83.20 36.93 148.60 65.96 100 2.75 0.15 56.70 25.17 205.30 91.12 120 3.00 0.13 12.90 5.73 218.20 96.85 170 3.50 0.09 6.50 2.89 224.70 99.73 200 3.75 0.07 0.10 0.04 224.80 99.78 230 4.00 0.06 0.00 0.00 224.80 99.78 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.92 2.68 2.59 2.39 2.20 2.08 1.59 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.32 0.20 0.55 -3.5 22.16 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-04 #1 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,372,919 Northing (ft): 185,168 Coordinate System: North Carolina State Plane Elevation (ft): -3.8 MLW USCS: SIP Munsell: Wet - 1 OYR-5/1 Dry - 10YR-6/1 Comments: Dry Weight (g): 220.40 Wash Weight (g): 220.40 Pan Retained (g): 0.20 Sieve Loss (%): 0.00 Fines / ): #20 -0.09 #230 - 0.09 Organics (%): Carbonates (%): 1.00 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.00 0.00 0.00 0.00 14 -0.50 1.41 0.20 0.09 0.20 0.09 18 0.00 1.00 0.50 0.23 0.70 0.32 25 0.50 0.71 0.90 0.41 1.60 0.73 35 1.00 0.50 1.70 0.77 3.30 1.50 45 1.50 0.35 2.70 1.23 6.00 2.72 60 2.00 0.25 6.00 2.72 12.00 5.44 70 2.25 0.21 11.40 5.17 23.40 10.62 80 2.50 0.18 69.10 31.35 92.50 41.97 100 2.75 0.15 95.00 43.10 187.50 85.07 120 3.00 0.13 25.20 11.43 212.70 96.51 170 3.50 0.09 7.20 3.27 219.90 99.77 200 3.75 0.07 0.30 0.14 220.20 99.91 230 4.00 0.06 0.00 0.00 220.20 99.91 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.97 2.74 2.69 2.55 2.36 2.29 1.92 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.5 0.18 0.4 -2.81 17.83 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-04 #2 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,372,919 Northing (ft): 185,168 Coordinate System: North Carolina State Plane Elevation (ft): -9.3 MLW USCS: SIP Munsell: Wet - 1 OYR-5/1 Dry - 1 OYR-5/1 Comments: Dry Weight (g): 211.10 Wash Weight (g): 211.10 Pan Retained (g): 0.00 Sieve Loss (%): 0.43 Fines / ): #20 - 0.43 #230 - 0.43 Organics (%): Carbonates (%): 1.90 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.10 0.05 0.10 0.05 5 -2.00 4.00 0.20 0.09 0.30 0.14 7 -1.50 2.83 0.30 0.14 0.60 0.28 10 -1.00 2.00 0.50 0.24 1.10 0.52 14 -0.50 1.41 0.80 0.38 1.90 0.90 18 0.00 1.00 0.70 0.33 2.60 1.23 25 0.50 0.71 1.00 0.47 3.60 1.71 35 1.00 0.50 1.70 0.81 5.30 2.51 45 1.50 0.35 3.60 1.71 8.90 4.22 60 2.00 0.25 32.80 15.54 41.70 19.75 70 2.25 0.21 62.50 29.61 104.20 49.36 80 2.50 0.18 61.60 29.18 165.80 78.54 100 2.75 0.15 33.30 15.77 199.10 94.32 120 3.00 0.13 8.60 4.07 207.70 98.39 170 3.50 0.09 2.40 1.14 210.10 99.53 200 3.75 0.07 0.10 0.05 210.20 99.57 230 4.00 0.06 0.00 0.00 210.20 99.57 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.79 2.59 2.47 2.26 2.04 1.88 1.53 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.19 0.22 0.54 -3.3 22.45 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-05 #1 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,372,611 Northing (ft): 184,623 Coordinate System: North Carolina State Plane Elevation (ft): -3.9 MLW USCS: SIP Munsell: Wet - 1 OYR-6/1 Dry - 10YR-6/1 Comments: Dry Weight (g): 223.20 Wash Weight (g): 223.20 Pan Retained (g): 0.00 Sieve Loss (%): 0.18 Fines / ): #20 -0.18 #230 - 0.18 Organics (%): Carbonates (%): 1.20 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.00 0.00 0.00 0.00 10 -1.00 2.00 0.40 0.18 0.40 0.18 14 -0.50 1.41 0.90 0.40 1.30 0.58 18 0.00 1.00 1.00 0.45 2.30 1.03 25 0.50 0.71 1.20 0.54 3.50 1.57 35 1.00 0.50 1.80 0.81 5.30 2.37 45 1.50 0.35 3.10 1.39 8.40 3.76 60 2.00 0.25 13.90 6.23 22.30 9.99 70 2.25 0.21 31.30 14.02 53.60 24.01 80 2.50 0.18 77.70 34.81 131.30 58.83 100 2.75 0.15 68.50 30.69 199.80 89.52 120 3.00 0.13 14.60 6.54 214.40 96.06 170 3.50 0.09 8.20 3.67 222.60 99.73 200 3.75 0.07 0.20 0.09 222.80 99.82 230 4.00 0.06 0.00 0.00 222.80 99.82 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.96 2.71 2.63 2.44 2.26 2.11 1.60 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.37 0.19 0.51 -2.88 17.34 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-05 #2 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,372,611 Northing (ft): 184,623 Coordinate System: North Carolina State Plane Elevation (ft): -9.4 MLW USCS: SIP Munsell: Wet - 1 OYR-6/1 Dry - 10YR-6/1 Comments: Dry Weight (g): 207.10 Wash Weight (g): 207.10 Pan Retained (g): 0.00 Sieve Loss (%): 0.05 Fines / ): #20 - 0.10 #230 - 0.05 Organics (% ): Carbonates (%): 2.10 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.30 0.14 0.30 0.14 7 -1.50 2.83 0.20 0.10 0.50 0.24 10 -1.00 2.00 0.40 0.19 0.90 0.43 14 -0.50 1.41 0.70 0.34 1.60 0.77 18 0.00 1.00 0.70 0.34 2.30 1.11 25 0.50 0.71 2.20 1.06 4.50 2.17 35 1.00 0.50 3.10 1.50 7.60 3.67 45 1.50 0.35 4.80 2.32 12.40 5.99 60 2.00 0.25 21.50 10.38 33.90 16.37 70 2.25 0.21 35.40 17.09 69.30 33.46 80 2.50 0.18 75.20 36.31 144.50 69.77 100 2.75 0.15 51.30 24.77 195.80 94.54 120 3.00 0.13 8.30 4.01 204.10 98.55 170 3.50 0.09 2.70 1.30 206.80 99.86 200 3.75 0.07 0.10 0.05 206.90 99.90 230 4.00 0.06 0.10 0.05 207.00 99.95 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.78 2.64 2.55 2.36 2.13 1.98 1.29 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.25 0.21 0.56 -3.04 17.65 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-06 #1 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,372,198 Northing (ft): 184,131 Coordinate System: North Carolina State Plane Elevation (ft): -3.8 MLW USCS: SIP Munsell: Wet - 1 OYR-7/1 Dry - 1 OYR-7/1 Comments: Dry Weight (g): 224.20 Wash Weight (g): 224.20 Pan Retained (g): 0.00 Sieve Loss (%): 0.40 Fines / ): #20 - 0.40 #230 - 0.40 Organics (%): Carbonates (%): 1.90 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.10 0.04 0.10 0.04 5 -2.00 4.00 0.00 0.00 0.10 0.04 7 -1.50 2.83 0.20 0.09 0.30 0.13 10 -1.00 2.00 0.10 0.04 0.40 0.18 14 -0.50 1.41 0.30 0.13 0.70 0.31 18 0.00 1.00 0.70 0.31 1.40 0.62 25 0.50 0.71 1.20 0.54 2.60 1.16 35 1.00 0.50 1.80 0.80 4.40 1.96 45 1.50 0.35 2.80 1.25 7.20 3.21 60 2.00 0.25 10.10 4.50 17.30 7.72 70 2.25 0.21 19.30 8.61 36.60 16.32 80 2.50 0.18 69.80 31.13 106.40 47.46 100 2.75 0.15 91.90 40.99 198.30 88.45 120 3.00 0.13 20.60 9.19 218.90 97.64 170 3.50 0.09 4.20 1.87 223.10 99.51 200 3.75 0.07 0.20 0.09 223.30 99.60 230 4.00 0.06 0.00 0.00 223.30 99.60 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.93 2.72 2.67 2.52 2.32 2.24 1.70 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.43 0.19 0.46 -3.69 26.73 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-06 #2 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,372,198 Northing (ft): 184,131 Coordinate System: North Carolina State Plane Elevation (ft): -7.0 MLW USCS: SIP Munsell: Wet - 1 OYR-6/1 Dry - 1 OYR-7/1 Comments: Dry Weight (g): 210.30 Wash Weight (g): 210.30 Pan Retained (g): 0.00 Sieve Loss (%): 0.05 Fines / ): #20 - 0.10 #230 - 0.05 Organics (% ): Carbonates (%): 1.60 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.00 0.00 0.00 0.00 7 -1.50 2.83 0.20 0.10 0.20 0.10 10 -1.00 2.00 0.30 0.14 0.50 0.24 14 -0.50 1.41 0.70 0.33 1.20 0.57 18 0.00 1.00 0.80 0.38 2.00 0.95 25 0.50 0.71 1.20 0.57 3.20 1.52 35 1.00 0.50 1.90 0.90 5.10 2.43 45 1.50 0.35 3.10 1.47 8.20 3.90 60 2.00 0.25 12.90 6.13 21.10 10.03 70 2.25 0.21 31.10 14.79 52.20 24.82 80 2.50 0.18 79.80 37.95 132.00 62.77 100 2.75 0.15 60.50 28.77 192.50 91.54 120 3.00 0.13 14.20 6.75 206.70 98.29 170 3.50 0.09 3.30 1.57 210.00 99.86 200 3.75 0.07 0.10 0.05 210.10 99.90 230 4.00 0.06 0.10 0.05 210.20 99.95 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.88 2.68 2.61 2.42 2.25 2.10 1.59 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 2.35 0.20 0.49 -3.26 20.42 Granularmetric Report Depths and elevations based on measured values T I T1 s t a s E= R v I c E= s, I N c. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 ph 910.821.1358 fax 910.821.1359 Project Name: Figure 8 Beach Banks Channel Permit Sample Name: 2018-VC-F8-06 #3 Analysis Date: 07-18-18 Analyzed By: SJF Easting (ft): 2,372,198 Northing (ft): 184,131 Coordinate System: North Carolina State Plane Elevation (ft): -9.2 MLW USCS: SW Munsell: Wet - 1 OYR-5/1 Dry - 10YR-6/1 Comments: Dry Weight (g): 208.60 Wash Weight (g): 208.60 Pan Retained (g): 0.00 Sieve Loss (%): 0.00 Fines / ): #20 - 0.00 #230 - 0.00 Organics (%): Carbonates (%): 8.10 Shells (%): Sieve Number Sieve Size (Phi) Sieve Size (Millimeters) Grams Retained % Weight Retained Cum. Grams Retained C. % Weight Retained 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 0.80 0.38 0.80 0.38 4 -2.25 4.76 0.90 0.43 1.70 0.81 5 -2.00 4.00 0.50 0.24 2.20 1.05 7 -1.50 2.83 1.60 0.77 3.80 1.82 10 -1.00 2.00 2.90 1.39 6.70 3.21 14 -0.50 1.41 4.20 2.01 10.90 5.23 18 0.00 1.00 4.90 2.35 15.80 7.57 25 0.50 0.71 6.00 2.88 21.80 10.45 35 1.00 0.50 4.70 2.25 26.50 12.70 45 1.50 0.35 9.20 4.41 35.70 17.11 60 2.00 0.25 40.90 19.61 76.60 36.72 70 2.25 0.21 40.70 19.51 117.30 56.23 80 2.50 0.18 47.80 22.91 165.10 79.15 100 2.75 0.15 32.30 15.48 197.40 94.63 120 3.00 0.13 7.40 3.55 204.80 98.18 170 3.50 0.09 3.70 1.77 208.50 99.95 200 3.75 0.07 0.10 0.05 208.60 100.00 230 4.00 0.06 0.00 0.00 208.60 100.00 Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95 2.78 2.58 2.45 2.17 1.70 1.37 -0.56 Moment Mean Phi Mean mm Sorting Skewness Kurtosis Statistics 1.87 0.27 1.04 -2.3 9.2 PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m aD 50 (0 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-01 #1 • -7.1 SP #20-0.23j #230 - 0.141 2.10 2.61 2.56 -4.25 27.83 0.53 Project Name: Figure 8 Beach Banks Channel Permit g Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI oasta I S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,374,062 Northing (Y, ft): 186,780 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m aD 50 (0 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-01 #2 • _9.2 Sp #230 - 0.0-0.33j14 #2 1.40 2.64 2.65 -1.85 15.92 0.39 Project Name: Figure 8 Beach Banks Channel Permit 9 Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI oasta I S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,374,062 Northing (Y, ft): 186,780 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m aD 50 (0 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-02 #1 • -2.6 SP #200 - 0.231 #230 - 0.14 1.20 2.6 2.57 -1.85 11.81 0.43 Project Name: Fi ure 8 Beach Banks Channel Permit g Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI oasta I S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,373,537 Northing (Y, ft): 186,270 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m (D 50 m 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-02 #2 • -7.3 SP 0-0.63 #230 - 0.g #2 1.20 2.62 2.56 -3.93 30.75 0.51 Project Name: Figure 8 Beach Banks Channel Permit Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI oasta I S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,373,537 Northing (Y, ft): 186,270 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m (D 50 m 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-02 #3 • _g.g Sp #230-0.33 #230 - 0.33 2.20 2.44 2.27 -3.39 17.17 0.8 Project Name: Figure 8 Beach Banks Channel Permit 9 Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI oasta I S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,373,537 Northing (Y, ft): 186,270 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m aD 50 (0 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-03 #1 • -1.6 SP #200-0.32 #230 - 0.23 1.50 2.6 2.54 -3.39 21 0.51 Project Name: Fi ure 8 Beach Banks Channel Permit 9 Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI 4z,toastal S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,373,325 Northing (Y, ft): 185,662 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m aD 50 (0 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-03 #2 • -9.0 SP #230-0.22 #230 - 0.22 1.00 2.39 2.32 -3.5 22.16 0.55 Project Name: 1 Figure 8 Beach Banks Channel Permit 9 Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI 4z,toastal S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,373,325 Northing (Y, ft): 185,662 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m (D 50 m 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-04 #1 • -3.8 SP #230-0.09 #230 - 0.09 1.00 2.55 2.5 -2.81 17.83 0.4 Project Name: 1 Figure 8 Beach Banks Channel Permit g Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI 4z,toastal S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,372,919 Northing (Y, ft): 185,168 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m (D 50 m 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-04 #2 • -9.3 SP 0-0.43 #230 - 0.43j #2 1.90 2.26 2.19 -3.3 22.45 0.54 Project Name: Figure 8 Beach Banks Channel Permit g Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI 4z,toastal S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,372,919 Northing (Y, ft): 185,168 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m aD 50 (0 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-05 #1 • -3.9 SP 0-0.18 #230 - 0.18j #2 1.20 2.44 2.37 -2.88 17.34 0.51 Project Name: Figure 8 Beach Banks Channel Permit g Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI 4z,toastal S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,372,611 Northing (Y, ft): 184,623 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m aD 50 (0 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-05 #2 • -9.4 SP #230 - 0.0-0.10j05 #2 2.10 2.36 2.25 -3.04 17.65 0.56 Project Name: Figure 8 Beach Banks Channel Permit g Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI 4z,toastal S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,372,611 Northing (Y, ft): 184,623 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m aD 50 (0 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-06 #1 • -3.8 SP 0-0.40 #230 - 0.40j #2 1.90 2.52 2.43 -3.69 26.73 0.46 Project Name: Figure 8 Beach Banks Channel Permit 9 Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI 4z,toastal S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,372,198 Northing (Y, ft): 184,131 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m (D 50 m 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-06 #2 • -7.0 SP #230 - 0.0-0.10j05 #2 1.60 2.42 2.35 -3.26 20.42 0.49 Project Name: Figure 8 Beach Banks Channel Permit g Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI 4z,toastal S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,372,198 Northing (Y, ft): 184,131 Horizontal System: NAD 83 Vertical System: MLW PHI Sieve Sizes -4.25 -4 -3 -2.25 -2 -1.5 -1 -0.5 0 0.5 1 1.5 2 2.5 3 3.5 3.75 4 Standard Sieve Sizes 3/45/8 5/16 4 5 7 10 14 18 25 35 45 60 80 120 170 200 230 100 90 80 70 C m m 60 0 3� 50 W m 40 3 30 20 10 0 100 5 10 5 1 5 0.1 5 Millimeters Hydrometer 0 10 20 30 rn a) 40 m (D 50 m 0 U 60 aa) 2 a) a 70 80 90 100 0.01 5 0.001 Gravel Sand Silt and Clay Coarse Fine Coarse Medium Fine Sample I Symbol lElev. (ft)l USCS I % Fines I % Organics % Carbonatesl Median I Mean I Skew Kurt Sort Sample Information 2018-VC-F8-06 #3 • _9.2 SW #230-0.00 #230 - 0.00 8.10 2.17 1.87 -2.3 9.2 1.04 Project Name: 1 Figure 8 Beach Banks Channel Permit 9 Comments: Analysis Date: 07-18-18 Depths and elevations based on measured values Analyzed By: SJF TI 4z,toastal S E R V I C E S, I N C. TI Coastal Services, Inc. 387-B N. Green Meadows Dr. Wilmington, NC 28405 }rah 910.821.1358 Tax 910.821.1359 Easting (X, ft): 2,372,198 Northing (Y, ft): 184,131 Horizontal System: NAD 83 Vertical System: MLW