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HomeMy WebLinkAbout105-20 Application with PlansStyron, Heather M. From: Neal, Robert <rneal@moffattnichol.com> Sent: Wednesday, January 8, 2020 1:52 PM To: Styron, Heather M. Cc: Rudi Rudolph Subject: [External] Old Ferry Channel & Deer Creek (OFC & DC) - Riparian Property Notices Attachments: 10153-OFC_DC-Green_Cards-010819.pdf External email, Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Good afternoon Heather and Happy New Year! Please find attached the first batch of green cards receipts for Carteret County's riparian property notifications for the Old Ferry Channel and Deer Creek Major CAMA application. Please let me know if this completes the permit application and allows full agency review. Best Regards, Robert Neal, P.E. Moffatt & Nichol 272 N. Front Street I Suite 204 1 Wilmington, NC 28401 P 910.218.7100 ( F 919.781.4869 1 C 910.524.328E Creative People, Practical Solutions. I Connect with us: Website I Facebook I Linkedln I Twitter ■ Completeitems1, 2, and 3. e Print youfname and address on the reverse so that we can return the cardto you. ■ Attach this card to the back of the mailpiece, or on the front if space, permits. GREGORY & MARIA C MORANDO 203=BAYSIDE DRIVE CAi'E,CARTERET NC 28584 111111111111111111111111111111111111111111111 I° 9590 9402 5512 9249 0584 79 0 7018 2290 0002 1478 2849 PS Form 3811, July 2015 PSN 753"2-000-9053 A. X D. Is delivery address If YES, enter delivi O Agent 1/-�7" 7/ "/ ;I, item 1? ❑ Y Mom. ❑ No pe ❑kafty MZ4 E+P=0 im ❑RaowedM4- imnwuhc oa5wry ❑ R�USteratl Ma)RrUclad' _ 0 Dot Amy i DeNM ❑ lm . Chcrycted iFa *my Roawod Dsdtiti7 ❑ St wt ue Cwrma5cn^ � ❑Siswtum ConGmtetwn Raseteted DW Mp fiese7ctod D¢i[very Dort Rstic Return Receipt . ■ complete Items 1, 2; and 3. ■ Print your name and address on the reverse X `+ . so that we canretuin thecardto you. b. Recetw ■ Attach this card to the back of the maiipiece, Cl or on the front if space permits. 1. acticie Addresssd to: D. is del+v If YES, BAYSHOR€ NINE LLC 104 POPLAR RIDGE DRIVE GOLDSBORO NC 27534 11111111111�111111111111IIIIII���mimii 3. SCrvlcsType 1103 h$t$t $94*+etet9 R65fr{Gd 9590 9402 5512 9249 0585 16 o 290 B 1118 2t]02 3 477 9887 elReStd DWkMY 7 Ps Form 3811. July 2015 PSN 7530-02-000-9053 Domestic'.Retum ROC e Complete Items 1.2, and 3. ■ Print your h , `and address on the reverse so that we roan-ratum the card to you. r Attach this card to the back'of the maiipiece or on the front if space pertdts. SUSAN R,,4 JERRY B PINCH 105 ROCK.COURT CAPE CARTERET NC 28584 9590 9402 55129249 0585 09 A. rota 1 .' 0 Agent K ❑ Addres e.,�caivedb rrnYe+in�i C. Dai of '. .l C.r Y, h r t1 1 x3 D. -Is deWery dares different frrmM. item 17 ❑ Yes. If YES, enter daWery address below. ❑ No in 2. Arric humttar tCranstar �;iwn n Pilaytt D?tv El3CZf,.=tm.w„�m�> 0 ' 7918 229D DD02 147 9894 asy «arOW91y ten' Ps Form 3811, July 2016 P3N 753402-000-9053 Domestic Return Recw ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse E3 o.that we can retom the ctud to you. ■ Attach this oard.to the back of themaitpiece, ty (l fsuN raj o. Dste frD. Is delivery address d6weet k6m Item 1? U Yes If YES. enter delivery address below: [3 No SHELLYANN WENN BISHOP 220 IVERLEIGH LANE JACKSONVILLE NC 28540 9. Servtcetype.. nm1mityMau E.rpmso �II'I'IIII��I'illl�illl�i�'�III�I'�IIIIIII') 13AdL* oetvey n�0' 9590 9402 5512 9249 0584 31 0 bud feswct�d oewery DRiaunpotdlutfar ct on 0:13ugy,. p ,mwre,c �Grmcs6rn*"- rttr?61a 229C1 01302 Bo s eaa7 asoe Yae cuUt y Qa Ma 0 aesvr�f«toar.�v r�rolaedarrrm�Y t" rw"��.aum — PS Form 3811, July 2015 PSN7530.02-000-9053 uv nano nerwri n wy to compjate Items 1, 2, and I 12 Pont your nante andadqresi6n the reverse x ll;Z� so that we can return the cc "int Na w Attach this card to the back of the mattpiece, U uldal4w U&dg "tres *,q , Yl vi , from item 1? W ALIEN ARIPLEY ll yirIr gdtimsbelow. '[3 No 215 BAYSIDE DR k,k,, CAPECARTERET NC 28584 N 7018 2290 0002 1478 2870 PS Form 3811, July 2015 PSN 7530w02-WO9=1 t3anesHG Re#urn Fvx*lct I I ■ complete Items 1, 2, and 3. ■ Print. your name and address on the reverse so that'vre can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front If space permits. It YES, enter delivery address below: I] No JEFFREY & PATRICIA HILL 207 BAYSIDE DRIVE 11 .CAPE CARTERT NC 28584 a. ����IIIIIIIIiIIIIIIIIIiIIIINIIIIiINlllllll type El AW�°� ° 9590 9402 5512 9249 0584 62 0 Doom We ❑ c atNod &W nesvictw Delivery rJ coloet en D3We7 )n Delivery Restricted Wven ?018 229Q 0Q92 1478 2856 wv imau MZUU Restricted Delivery I"tovers$ m PS Form 381.1, July 2015 PSN 7530.02-000-9I153 - Domestic Return Receipt i CARTERET COUNTY SHALLOW DRAFT NAVIGATION WATERWAYS OLD FERRY CHANNEL & DEER CREEK MAINTENANCE DREDGING CAMA MAJOR PERMIT APPLICATION OCTOBER 2019 Prepared By: Moffatt & Nichol 272 N. Front Street, Ste. 204 Wilmington, NC 28401 Prepared For: Carteret County 302 Courthouse Square Beaufort, NC 28516 RECEIVED OCT 31 2019 DCM-MHD CITY 272 N. Front Sheet Suite 204 ,,,, Wilmington, NC 28041 mottatt & nlchol (910)218-7100 Fax(919)7814869 www.mo8ahnichol.com October 24, 2019 Ms. Heather Styron N.C. Division of Coastal Management (NCDCM) 400 Commerce Avenue Morehead City, NC 28557 Re: CAMA Major Permit Application Old Ferry Channel & Deer Creek Maintenance Dredging Dear Ms. Styron, On behalf of Carteret County, please find enclosed a CAMA Major Permit application for the work referenced as Old Ferry Channel and Deer Creek Maintenance Dredging. The proposed project will maintenance dredge up to 18,950 linear feet (If) of connecting access and residential channels near Cape Carteret and Emerald Isle. A maximum of 39,463 CY may be removed from the dredging footprint and placed in an upland facility. Priority of the maintenance dredging will focus on the shoaling areas and most likely will not encompass the complete navigation channel or referenced volume. However, the permit application includes the full navigation area to help Carteret County prepare for future navigation needs. The project maintains consistency with previous permits issued for the area and strives to minimize potential dredging impacts while also meeting the navigation needs of the community. The design widths and depths vary based on the applicable vessel density expected. Carteret County also realizes the dredge areas will need to provide a buffer for all wetland vegetation established along the channel system. The vegetation will be mapped prior to construction to help identify the most current conditions applicable. We appreciate the Division's assistance and guidance in preparing the enclosed application and look forward to a favorable review. As the authorized agent for Carteret County, please feel free to contact me if you have any questions or need additional information. Sincerely, MOFFATT & NICHOL Robert Neal, P.E. Senior Coastal Engineer RECEIVED OCT 31 200 DCM-MHD CITY Page 1 Enclosures cc: Gregory Rudolph, Carteret County Eugene Foxworth, Carteret County (w/o attachment) Dawn York, Moffatt & Nichol (w/o attachment) Client Name Date RECEIVED OCT 31 2019 DCM-MHD CITY ,ld" Page 2 Carteret County Shallow Draft Navigation Waterways Old Ferry Channel & Deer Creek Maintenance Dredging CAMA Major Permit Application Table of Contents Tab Description A. Form MP-1 B. Form MP-2 C. Agent Authorization D. Project Narrative E. Permit Drawings F. Consent of Use Agreements G. August 2018 Hydrographic Survey H. Previous Permits 1. Sediment Analysis J. Riparian Property Owners Notification List RECEIVED OCT 31 2019 DCM-MHD CITY APPLICATION for Major Development Permit (last revised 12/27106) North Carolina DIVISION OF COASTAL MANAGEMENT 1. PrimaryApplicant/ Landowner Information Business Name Project Name (it applicable) Carteret County Old Ferry Channel & Deer Creek Maintenance Dredging Applicant 1: First Name MI Last Name Tommy Bums Applicant 2: First Name MI Last Name Greg Rudolph If additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 302 Courthouse Square Beaufort INC ZIP ntry Phone No. FAX No. 28516 ruosu 252-222-5835 ext. 252-222-5826 Street Address (rfdifferent /mm above) City State ZIP Email grudolph@carteretcountync.gov 2. Agent/Contractor Information Business Name Moffatt & Nichol Agent/ Contractor 1: First Name MI Last Name Robert Neal Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City State 272 N. Front Street, Suite 204 Wilmington INC ZIP Phone No. 1 Phone No. 2 28401 910-218-7100 ext. ext. FAX No. Contractor # 919 781 4869 Street Address (d different from above) City State ZIP Email rneal @m offattnichol. com <Form continues on back> RECEIVED 252-808-2808 .. 1.688.4RCOA3T .. www.nccoa stalmanagement. net 019 DGM-MID CITY Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # Carteret 307 Bayshore Drive Subdivision Name City State Zip N/A Cape Carteret NC 28584 - Phone No. Lot No.(s) (if many, attach additional page with list) ext. I I I , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project White Oak River Basin Bogus Sound 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 Bogus Sound e. Is proposed work within city limits or planning jurisdiction? I. If applicable, list the planning jurisdiction or city limit the proposed ®Yes []No work falls within. Carteret County 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 18,300 ft 30.7 Ac - Maintenance channels 1.2 Ac - Material Placement sites c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or NWL (normal water level) I'll' many lot sizes, please attach additional page with a list) N/A ❑NHW or ❑NWL e. Vegetation on tract No submerged vegetation has been identified in the maintenance dredging area. In addition, the dredging will maintain a 10-ft buffer from any marsh vegetation or coastal grasses. f. Man-made features and uses now on tract Fixed and floating docks, along with bulkheads and other shoreline control structures. g. Identify and describe the existing land uses adracen to the proposed project site. Residential and undeveloped land located adajcent to the navigation channel. h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? n/a (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? <Form continues on next page> RECEIVED 252-808-2808 .. 1-888-4RCOAST -. www.nccoastaImanagement,ne@CT 31 2019 DCM-MHD CITY Form DCM MP-1 (Page 3 of 4) APPLICATION for Major Development Permit 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. N/A o. Describe existing drinking water supply source. N/A p. Describe existing storm water management or treatment systems. N/A 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Govemment ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. Deer Creek and Old Ferry Channel provide recreational navigation access to the AIVWV and Bogue Sound from Cape Carteret and Emerald Isle. 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. Mechanical dredging equipment entailing a barge and bucket excavator. Dredge spoil will be placed on a work barge and transported to the offloading site. The material will then be transferred to a dump truck for hauling to a placement facility (Deer Creek), or transferred directly to a placement area (Old Ferry Channel). d. List all development activities you propose. Maintenance dredging in Old Ferry Channel and Deer Creek in Carteret County, INC. e. Are the proposed activities maintenance of an existing project, new work, or both? Both f. What is the approximate total disturbed land area resulting from the proposed pmject? 31.9 ❑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? In. Describe location and type of existing and proposed discharges to waters of the state. Small quantities of dredge effluent can be expected to run-off from the work barge during material transport, otherwise the effluent will be contained within the hauling equipment. Berms and silt fencing will contain the sediment in the end use placement facility. 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> RECEIVED 252-808-2808 :: 1-888-4RCOAST :: www.necoastaimanagement.net DCM-MHD CITY 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) — (1) are always applicable to any major development application. Please consult the application instruction booklet on how to propedy 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 writh 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 See Attached Tab J - Riparian Property Owners Phone No. Address Name Phone No. Address Name Plane 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. See Attached Tab H - Pervious Permits 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 AG (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. 1 7. Certification and Permission to Enter on Land I I 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. I 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 October 22, 2019 Print Name Greg'Rudi' Rudolph Signature V Please indicate application attachments pertaining to your proposed project. ®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts ❑DCM MP-3 Upland Development ❑DCM MP-4 Structures Information RECEIVED 252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net DCM-MHD CITY 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. Old Ferry Deer Creek Deer Creek Other Channel (Access (Access (Residential Boat Ramp Rock Groin Rock Breakwater (excluding shoreline Channel) Channel) Canal) stabilization Length 6,750 ft 6,200 ft 6,000 ft Width 50'- (6.150 ft) 50' - (5,900 it) 30' - (500 ft) 30'- 800 ft 30' - 300 ft 20' - 5,500 it Avg. Existing _ 4 MLW -3 MLW -2 MLW NA NA Depth Final Project _ 6 MLW +1 -5 MLW+1 -5 MLW+1 NA NA Depth -4 MLW + 0.5 1. EXCAVATION a. Amount of material to be excavated from below NHW or NWL in cubic yards. 39,463 CY c. (i) Does the area to be excavated include coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB OWL ®None (4) Describe the purpose of the excavation in these areas: 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area. 910 WB McLean Drive (Hwy 24), Cape Carteret (28584) 328 Live Oak Drive, Cape Carteret (28584) c. (i) Do you claim title to disposal area? ❑Yes ®No ❑NA (ii) If no, attach a letter granting permission from the owner. See Tab F - Consent of Use Agreements e. (i) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), 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 disposal in these areas: ❑This section not applicable Type of material to be excavated. Silty sand, fines, mud. d. High -ground excavation in cubic yards. 0 CY ❑This section not applicable b. Dimensions of disposal area. 0.6 Ac - Deer Creek Site 0.6 Ac - Old Ferry Channel Site d. (i) Will a disposal area be available for future maintenance? ❑Yes ®No ❑NA (it) If yes, where? f. (i) Does the disposal include any area in the water? ❑Yes ®No ❑NA (it) If yes, how much water area is affected? RECEIVED OCT g 12019 252-808-2808 :: 1-888-411COAST :: www.nccoastalmuinsaement.net DCMr-YM LYTY Form DCM MP-2 (Excavation and Fill, Page 2 of 2) 3. SHORELINE STABILIZATION This section not applicable (if development is a wood groin, use MP-4 — Structures) a. I ype or snorenne stabilization: ❑Bulkhead ❑Riprap ❑BreakwaterlSill ❑Other c. Average 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 backfll_ Riprap Breakwater/Sill Other _ i. Source of fill material. b. Length: Width: d. Maximum distance waterward of NHW or NWL: 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 brought 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 (ii) Amount of material to be placed in the water _ other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. (iii) Dimensions of fill area _ ❑CW ❑SAV ❑SB (iv) Purpose of fill OWL ❑None (it) Describe the purpose of the fill in these areas: 5. GENERAL a. How will excavated or fill material be kept on site and erosion controlled? Silt fencing and erosion control berms c. (i) Will navi ational aids be required as a result of the project? ❑Yes Co ❑NA (ii) If yes, explain what type and how they will be implemented. October22, 2019 Date backhoe, or hydraulic dredge)? Excavator (backhoe) or bucket dredge, bobcat, dump trucks and Floating barges. d. (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes ®No ❑NA (ii) If yes, explain steps that will be taken to avoid or minimize environmental impacts. Greg' Rudi' Rudolph Applicant Name REeEIVED Old Ferry Channel & Deer Creek Maintenance Dredging OCT 31 2019 Project Name Applicant Signature DCM-MHD CITY 252-808-2808 :: 1.888.4RCOAST :: www.nccoastalmanaaement.net revised: 12/26/06 September 19, 2019 NC Division of Coastal Management 400 Commerce Drive Morehead City, NC 28557 RE: Old Ferry Channel & Deer Creek Maintenance Dredging — Agent Authorization To Whom It May Concern: Please be advised, the Carteret County Board of County Commission has designated Moffatt & Nichol as an Authorized Agent for the above referenced project. The authorization entails (and is limited too) efforts necessary to acquire state and federal permits for the maintenance dredging of Old Ferry Channel and the Deer Creek system. Sincerely, y' I AL - Greg "Rudi" Rudolph Shore Protection Manager Carteret County Shore Protection Office RECEIVED OCT 31 2019 DCM-MHD CITY Carteret County Shallow Draft Navigation Waterways Old Ferry Channel & Deer Creek Maintenance Dredging Project Narrative Carteret County intends to maintenance dredge the navigation channels referenced as the Old Ferry Channel and Deer Creek adjoining Bogue Sound in Cape Carteret. The dredging operations will help enhance recreational navigation access for residents and visitors in Cape Carteret and Emerald Isle to the Atlantic Intracoastal Waterway(AIWW). The Old Ferry Channel spans approximately 6,750 linear feet (If) (1.3 miles) across the AI W W to connect the townships of Cape Carteret and Emerald Isle. The channel supported a ferry operation from 1961 to 1971, until the B. Cameron Langston Bridge, otherwise known as the Emerald Isle Bridge, was constructed. Since 1971, the Old Ferry Channel has served as a primary recreational navigation access for the Cape Carteret boating community. The proposed work stipulates the first known maintenance event for the Old Ferry Channel since the original construction by W.B. McLean as a developmental action for Cape Carteret. Deer Creek includes a system of navigation channels facilitating access to multiple residential areas in Cape Carteret. The Deer Creek system covers approximately 12,200 if (2.3 miles) inclusive of a connection to the Old Ferry Channel. Deer Creek provides recreational navigation access to five (5) separate residential areas containing an estimated 18,300 if (3.5 miles) of shoreline. Maintenance dredging occurred in sections of Deer Creek in 2001 and 2007, although the records do not indicate maintenance ever occurred throughout the entire system. Figure 1 below shows the proposed Old Ferry Channel and Deer Creek maintenance areas. Figure 1.Old Ferry Channel and Deer Creek Maintenance Dredge Areas RECEIVED OCT 31 2019 DCM-MHD CITY Carteret County Shallow Draft Navigation Waterways Old Ferry Channel and Deer Creek Maintenance Dredging Project Narrative Construction Methodoloev Page 2 of 8 The proposed maintenance dredging project will restore the Old Ferry Channel to a 50-ft width at -7-11 (- 6+1) MLW with 3H:1 V side slopes. Although the main alignment of the Old Ferry Channel maintains the 50-ft width, both the Cape Carteret and Emerald Isle inaugural sections begin with a 30-ft width to help minimize potential shoreline impacts. The dredging project will remove approximately 9,675 cubic yards (CY) of fine grained sand and silt from the shoaled areas of the Old Ferry Channel. A clamshell or excavator type dredge will remove the spoil material for placement in an upland site. The dredge spoil will be placed on a floating barge or bin for transport from the dredge area to an unloading site on Cape Carteret. Tab E (Permit Drawings) shows the proposed channel alignment and upland material placement site for the Old Ferry Channel maintenance. Tab E also shows the proposed dredge area and upland material placement facility for Deer Creek. Deer Creek consists of four (4) branches and a connecting channel extending from the Old Ferry Channel. The project will remove a maximum of 29,788 CY from the Deer Creek system. The connecting channel originates from a 150-11 widener positioned along the northern segment of the Old Ferry Channel. The widener begins with an approximate 300-ft width and narrows to a 50-ft width over a 150-11 length. The connecting channel then extends approximately 2,000 If at -6-ft (-5+1) MLW to the main branch of Deer Creek. The main branch extends in both a north and south direction with a 30-11 width at -6-ft (-5+1) MLW. The northern extension covers approximately 500-ft before diverting to the northwest and branching again in a north direction. Both the main branch and the referenced north branch continue with a 20-11 width at - 4.5-ft (4 +0.5) MLW. The branches have a decreased navigation space available within the residential areas of Deer Creek due to lower anticipated vessel density. The main branch continues in a northwest direction for approximately 2,200 If to reach the terminus near Yaupon Drive and Highway 24 in Cape Carteret. The north branch also extends approximately 2,200 If and terminates at Highway 24. The southern extension of the main Deer Creek channel increases from the 30-11 width, referenced at the confluence with the connecting channel to the Old Ferry Channel, to a 50-ft width approximately 300 If from the confluence area. A west branch originates where the main channel expands to a 50-11 width. The west branch extends approximately 1,100 if with a 20-ft width at -4.5-ft (-4 +0.5) MLW to the terminus at Yaupon Road. The main southern channel continues from the branch point with a 50-ft width at -6-ft (-5+1) MLW for approximately 3,750 If to a deep water path in Bogue Inlet that accesses the AIWW. The Deer Creek southern main channel follows the Cape Carteret shoreline near Hunting Island and makes a western directional turn towards the Emerald Isle Bridge. The main branch then merges with the deep water path which adjoins the AIWW. The increased width for the main channel provides additional maneuverability for vessel traffic anticipated from the AIWW. As the Deer Creek branch channels access predominately residential canals, the widths decrease in expectations of slower navigation speeds and vessel density. Table 1 provides the design standards for both the Deer Creek and Old Ferry Channel elements. Both the Deer Creek and Old Ferry Channel maintenance operations will utilize a material offloading site at the Cape Carteret terminus of the Old Ferry Channel. Two (2) material placement facilities located adjacent to the offloading site will accept material from Old Ferry Channel and the Deer Creek system. These sites are located at 328 Live Oak Drive and 307 Bayshore Drive. Material dredged from Deer Creek may also be truck hauled to a placement facility at the intersection of Highway 24 and Bayshore Drive. Tab F (Consent of Use Agreements) provides each sites landowner agreements for acceptance of the dredge material placement. Erosion control structures, such as silt fencing and earthen berms, will be implemented and maintained until vegetation cover establishes enough to stabilize the placed material. Material may be placed in the designated facilities up to six (6-11) feet above the pre -construction grade for either site. Thus, the total volume placed in the upland facilities will not exceed 11,600 CY at any one time. Once dewatering Carteret County Shallow Draft Navigation Waterways Old Ferry Channel and Deer Creek Maintenance Dredging Project Narrative Page 3 of 8 of the material is complete, stockpiled material will be truck hauled to an authorized landfill facility prior to exceeding the 11,600 CY threshold. Material remaining in the placement facility will not be removed if the placement volume is below a combined 11,600 CY and the 6-ft additional height thresholds. Erosion control structures, such as silt fencing and earthen berms, will be implemented and maintained until vegetation cover establishes enough to stabilize the placed material. Figure 2 shows the referenced material offloading site and both the Old Ferry Channel and Deer Creek material placement facilities. Table 1. Old Ferry Channel and Deer Creek Design Elements Channel ft Width (ft) Length (ft) Side Slopes Volume 11Dept Old Ferry Channel -7 (-6+1) 50-ft 66150-ft 3:1 9,675 Deer Creek -6(-5+1) 50-ft 2,150-ft 3:1 9,838 Connecting Channel Deer Creek North -6 (-5+1) 30-ft 500-ft 3:1 5,244 Main Channel -4.5 4 +0.5 20-ft 2,200-ft Deer Creek South 6 (5+1) 30-ft 300-ft 3:1 11,302 Main Channel 50-ft 3,750-ft Deer Creek -4.5 (4 +0.5) 20-ft 2,200-ft 3:1 1,273 North Branch Deer Creek 4.5(4+0.5) 20-ft 1,100-ft 3:1 2,131 West Branch Figure 2. Old FerrN Channel 3 Deer Creek Material Offloading Site and Placement FacilitCEIVED OCT 31 2019 DCM-MHD CITY Carteret County Shallow Draft Navigation Waterways Old Ferry Channel and Deer Creek Maintenance Dredging Project Narrative Page 4 of 8 The volumetric calculations stem from a hydrographic survey Carteret County conducted in August 2018. Tab G (Hydrographic Survey) shows a color -coded depiction of the reference survey. The survey shows several `hotspots' or shoaled areas in the Old Ferry Channel and Deer Creek. The shoaled areas reflect a red or yellow color and indicate elevations approaching 0 MLLW (-0.15 MLW)'. The shoaled areas will be prioritized during the maintenance event to minimize dredging costs and potential impacts. Carteret County most likely will not dredge the complete navigational system as described due to budget limitations. However, Carteret County requests authorization to dredge the full footprint as described for the Old Ferry Channel and Deer Creek in the event additional funds become available in out -year budgets. Obtaining and preserving the appropriate state and federal authorizations provides a future potential cost savings without additional expenditures. Carteret County will also limit the construction activities to daytime hours between November 16s' and March 31 ". Limiting the construction timeframe to the cooler winter months will reduce the injury risk to potential migrating species such as West Indian manatee, and juvenile fish species. Scheduling the work in the winter months will also reduce the potential risk of injuring or harassing sea turtles, which generally show a greater presence density in the summer months. The dredging will also maintain a 10-ft buffer from aquatic vegetation such as marsh grass or vegetated wetlands. Implementing the buffer will help minimize the potential for the channel side slopes to erode the vegetation through tidal scour or boat wake impacts. Previous Permits As referenced above, the proposed work will be the first known maintenance dredging event for the Old Ferry Channel since the original construction in 1961. W. B. McLean conducted the original dredging to promote ferry travel between Cape Carteret and Emerald Isle'. Subsequently, North Carolina operated a ferry service thorough the navigation channel until 1971, when the B. Cameron Langston Bridge replaced the ferry service as the primary access between Emerald Isle and Cape Carteret. The Old Ferry Channel has maintained navigation depth, presumably due to the boating traffic and tidal currents helping to flush shoaled sediment from the waterway. The original construction also did not fall under permit review. The original dredging occurred prior to 1972 and the enactment of the North Carolina Dredge and Fill Law and the federal Coastal Zone Management Act. The navigation channels of Deer Creek have been previously maintained. Tab H (Previous Permits) contains records of maintenance events proposed during 2001 and 2007. The previous permits concentrate on localized shoaling within the residential neighborhoods of Deer Creek and do not encompass the complete recreational navigable system. However, the current proposal stems from the previous maintenance attempts and concentrates on minimizing potential dredging impacts. The previous dredging projects allowed excavation to -4-ft Normal Water Level (NWL) and the current plan limits dredging to - 4.5-ft (4 +0.5) MLW. Accounting for the elevation difference between NWL and MLW (0.17-ft), the current plan extends the dredging depth approximately 0.67-ft below the previously authorized dimensions to provide a minimal (0.5-ft) overdredge allowance and a 0.17-ft conversion to the MLW datum. The overdredge allowance provides additional workspace for the contractor to help prevent excavation below the authorized elevation. In addition, the MLW datum provides a general reference to the available navigation depth regardless of tidal stage. t Datum's reference benchmark sheets established for NOAA station 9656483, Beaufort, Duke Marine Lab = Cape Carteret (2019). History of the Town of Cape Carteret, NC. URL www.townotcaoecartemt.ore/town-histom.html (visited 2019, September 25). Carteret County Shallow Draft Navigation Waterways Old Ferry Channel and Deer Creek Maintenance Dredging Project Narrative Page 5 of 8 Sediment Composition Sediment analysis results from the Old Ferry Channel and Deer Creek indicate silty and fine grain sands comprise a large percentage of the dredge material. As a result, the material most likely does not meet state standards for beach placement as beneficial reuse. Tab I (Sediment Analysis) shows the complete sediment composition for the samples collected for Old Ferry Channel and Deer Creek while Table 2 and Table 3 provides a summary of each dredge area. For reference, Figure 3 shows the sample locations in planview. Table 2. Sediment Analysis for Old Ferry Channel Sediment Classification % b weight) Sample o /o Gravel /o Granular % Sand /o Fines OFC-01 - - OFC-02 0.44 0.38 83.79 15.39 OFC-03 0.00 0.03 94.21 5.77 OFC-04 0.13 0.31 78.95 20.61 OFC-05 0.22 0.01 96.00 3.77 OFC-06 0.63 0.63 83.54 15.19 OFC-07 1.20 0.20 94.30 4.31 OFC-08 21.07 2.13 52.87 23.94 OFC-09 - - - - OFC-10 0.00 0.03 29.23 70.75 OFC-11 - - OFC-12 0.12 0.58 58.48 40.83 OFC-13 0.00 0.07 82.79 17.14 Composite 2.38 0.44 75.42 21.77 Notes: Sediment Classification determined in accordance with 15A NCAC 0711.0312 (1) e. (-) indicates the sample depth was below the max. (deepest) dredge elevation. Composite characteristics determined by simply arithmetic mean. Table 3. Sediment Analysis for Deer Creek Sediment Classification % by weight) Sample u/u G� %ravel Granular % Sand /o Fines DC-01 0.31 0.41 70.19 29.09 DC-02 0.96 0.56 64.67 33.81 DC-03 0.00 0.18 19.28 80.54 DC-04 - - - - DC-05 0.36 1.16 83.67 14.81 DC-06 0.90 1.58 72.51 25.01 DC-07 0.00 0.01 96.92 3.07 DC-08 2.52 0.25 95.28 1.95 DC-09 17.33 2.18 61.59 18.91 Composite 2.80 0.79 70.51 25.90 Notes: Sediment Classification determined in accordance with 15A NCAC 0711.0312 (1) C. (-) indicates the sample depth was below the max. (deepest) dredge elevation. Composite characteristics determined by simply arithmetic mean. Table 2 and Table 3 indicate approximately 25% of the dredge material consists of silty sands. Although the project did not evaluate a native beach for comparison, generally any site with greater than 10% fines does not meet North Carolina state criteria for beach placement. Carteret County also understands the financial burden and economic cost of transferring the dredge material via truck haul to a nearby beach, assuming the material could satisfy the NC requirements for beneficial reuse placement. Therefore, Carteret RECEIVED OCT 31 2019 DCM-MHD CITY Carteret County Shallow Draft Navigation Waterways Old Ferry Channel and Deer Creek Maintenance Dredging Project Narrative Page 6 of 8 County refrained from exploring if the material would be appropriate as beneficial reuse based on the sediment results and general knowledge of sand quality at the nearby beaches and overall cost implications. Figure 3.Old Ferry Channel & Deer Creek Sediment Sample Locations (Not To Scale) Carteret County Shallow Draft Navigation Waterways Old Ferry Channel and Deer Creek Maintenance Dredging Project Narrative Summary Page 7 of 9 Carteret County requests authorization to maintenance dredge the Old Ferry Channel and Deer Creek waterways in efforts to enhance recreational navigation access for residents and visitors of Cape Carteret and Emerald Isle. The proposed project will improve navigation access through the Old Ferry Channel to the AIWW from both Cape Carteret and Emerald Isle. The Old Ferry Channel has served as a recreational navigation throughway, for both communities since the 1971 construction of the B. Cameron Langston Bridge. The bridge construction reduced the need for a state operated ferry system to provide the primary travel option between Emerald Isle and Cape Carteret. As the ferry system became less used, the Old Ferry Channel became a recreational asset for providing navigational access for local boaters in Cape Carteret and Emerald Isle to the AIWW. The Old Ferry Channel extends approximately 6,750 If (1.3 miles) to connect Emerald Isle with Cape Carteret. The waterway also crosses the AIWW in Bogue Sound to provide navigable access to deep -water. The maintenance project will remove a maximum of approximately 9,675 CY from the Old Ferry Channel alignment. The excavation will occur down to a maximum (deepest) elevation of -7-11 (-6+1) MLW over an approximate 50-ft channel width. The Old Ferry Channel alignment narrows from the 50-ft width to 30- ft at both the Emerald Isle and Cape Carteret terminus. The change in width occurs in response to slower vessel speeds anticipated within the mooring areas and to help limit potential dredging impacts. The proposed maintenance will help improve navigation depths through the residential community adjoining the Deer Creek system. Deer Creek consist of four (4) branches extending from a connecting channel that originates at the Old Ferry Channel. The complete Deer Creek system extends approximately 12,200 If (2.3 miles) and contains approximately 29,788 CY of shoaled material. Maintenance operations will dredge to a maximum (deepest) elevation of -6-11 (-5+1) MLW in the main channels and -4.5-11 (4 +0.5) MLW in the residential canal areas. The channel widths vary from 50-11 wide in the main channel segments to 20-ft wide in the residential portions. The varying design dimensions stem from the vessel traffic density anticipated within each navigable waterway. Records indicate this will be the first documented maintenance event for the Old Ferry Channel since the original construction in 1961. However, Deer Creek has incurred at least two (2) prior maintenance events. The proposed action will be the first to encapsulate the full extents of the Deer Creek system and will help provide a documented channel alignment for future maintenance events. Actions remain unlikely to remove the complete dredge volume proposed for the maintenance event. However, obtaining the necessary permits and authorizations under the current efforts will assist the County in future maintenance operations by defining a channel alignment and operational plan. The sediment placement plan provides two (2) dredge material placement facilities. The dredge material composition most likely falls below the necessary standards for beneficial reuse; and therefore, will be placed in an upland facility. Each proposed placement facility covers approximately 0.6 acres (1.2 Ac. total) and will hold a total of 11,600 CY without more than a six (6) foot elevation increase. Expectations suggest the project will not remove a significantly greater volume than the available capacity can maintain. However, if additional financial resources become available a greater volume may be removed. In this event, material will be stockpile for dewatering in the placement facilities. However, material will be removed prior to raising either site more than 6-ft above the existing elevations or exceeding the 11,600 CY threshold. Dewatered material will be truck hauled to a landfill facility to create or restore capacity for the additional material. The excavated material may be left in place in both of the upland sites after completing the maintenance operations. However, the material will be smooth graded to discourage water ponding and will also be maintained within 6-ft of the original elevation grades. Erosion control struRECEIVED OCT 31 2019 DCM-MHD CITY Carteret County Shallow Draft Navigation Waterways Old Ferry Channel and Deer Creek Maintenance Dredging Project Narrative Page 8 of 8 such as silt fencing and earthen berms, will be implemented and maintained until vegetation cover establishes enough to stabilize the placed material. The maintenance project will occur during the winter months of November 16' through March 31" Constricting the construction to this period will help reduce the potential for environmental impacts. The dredging operations will also maintain a 10-ft buffer from wetland vegetation. Implementing the buffer will help minimize the potential for the channel side slopes to erode the vegetation through tidal scour or boat wake impacts. These considerations and channel design should provide a reasonable and environmentally - acceptable enhancement to the navigation systems within the Old Ferry Channel and Deer Creek. October 09, 2019 McLean Holding Limited Partnership c/o Bubba McLean 307 Bayshore Drive Cape Carteret, NC 28584 Carteret County 302 Court House Square Beaufort, NC 28516 To Whom It May Concern, This letter of consent is provided to satisfy the requirements of the CAMA Major Permit application for providing written authorization for material placement within an approximate 1.0 acre site at 307 Bayshore Drive in Cape Carteret. As an agent for the underlying property owner, I authorize Carteret County (County) to use the parcel for material placement pertaining to the County's maintenance dredging of Old Ferry Channel and Deer Creek. Please note, prior to material placement occurring, a formal agreement between the County and McLean Holding Limited Partnership will be needed to document each parties responsibilities and expectations. The agreement will provide the terms and conditions of the project along with the anticipated duration. Sin�cerrely, .t'„LCn._ ' Bubba McLean RECEIVED OCT 31 2019 DCM-MHD CITY October 2, 2019 Manatee Investmenfg-imited Partnership c/o Paxon McLean Holz 106 Manatee Street Cape Carteret, NC 28584 Carteret County 302 Court House Square Beaufort, NC 28516 To Whom It May Concern, This letter of consent is provided to satisfy the requirements of the CAMA Major Permit application for providing written authorization for material placement within an approximate 1.4 acre site at 910 WB Mc&gaa Drive (Hwy 24) in Cape Carteret. As an agent for the underlying property owner, I authorize Carteret County (County) to use the parcel for material placement pertaining to the County's maintenance dredging of Old Ferry Channel and Deer Creek. Please note, prior to material placement occurring, a formal agreement between the County and Manatee Investmentswill be needed to document each parties responsibilities and expectations. The agreement will provide the terms and conditions of the project along with the anticipated duration. Si ly, xon PaHolz O"�4 lN�,aF¢L6�au�, Luc �,e�ia(iPar/n¢y RECEIVED OCT 31 2019 DCM-MHD CITY October 2, 2019 Paxon McLean Holz • 328 Live Oak Drive Cape Carteret, NC 28584 Carteret County 302 Court House Square Beaufort, NC 28516 To Whom It May Concern, This letter of consent is provided to satisfy the requirements of the CAMA Major Permit application for providing written authorization for material placement and use of a boat ramp at 328 Live Oak Drive in Cape Carteret. As as the underlying property owner, I authorize Carteret County (County) to place spoil material from the maintenance dredging of Old Ferry Channel and use the boat ramp on the property. Please note, prior to material placement occurring, a formal agreement between the County and property owner will be needed to document each parties responsibilities and expectations. The agreement will provide the terms and conditions of the project along with the anticipated duration. Ak/2' apk 1/0 RECEIVED OCT 31 2019 DCM-MHD CITY ','.CAMA/'-DREDGEAFILL N? 47029< GENERAL PERMITIMOV Previous permit# New Modification Complete Reissue Partial Reissue Date previous permit issued 1 authorized by the State of North Carolina, Department of Environment and Natural Resources d the Coastal Resources Com i i n In an area of environmental concern pursuant to I SA NCAC -79 oll X Applicant Name�\ -Ar~�� .-- - - P�lules am5hed. Project Location: County/1— f Address -�.5�� - LAM (AJ f /e+# - Street Address/ State Road/ Lot #(s) City----e!1 strt 1a�%L ZIP, L* 3Z tL 3L1• Moir --- — Phone #) ` Subdivision .... C.Af f At -f 1 - Authorized Agatt l/ AJ Own City L/VC ZIP ��j'v y -.-cW AW . 11 ES � _ PTs Affected � Phone # ( ) River Basin `lam j iI0o'd , AEC(s): OEA HHF iH URA _. WA PWS K: Ad. Wtr. oce., C11-Ck . j Body. .. - (unkn) 011 j / no PNA yes / ® Crit. Hallyes / no _ Closest Maj. Wtr. Body 1J054—f Ora _ Type of Project/ Activity 16 y,51~__ MAW- W- M-A&Wi Pier (dock) length PWorm(s) Finger pler(s) Groin length number Bulkhead/ Riprap length avg distance offshore max distance offshore �a lul than W� J cubic yards / 0 Boat ramp Boathouse/ Boatllh Beach Bulldozing Other Shoreline Length 100 SAV: not sum yes I Sandbags. not wre yea Moratorium: Na yes Phmm: yes Walver Attached: yes A building permit may be required by: /, 4 / 7 er,,* NNotes//SSpecial Conditions f G li q�. I ,j 41 L :. Ll C�ri� l i� u., 4w.e1 � mpliancestat�ent on back ofpermit 's' Appatatlon Fees) -.. -... - Chedt# (5cale:N-1-f See note on back regarding River OCT g 1 20 rules. Fr�- a_t_ _ �7 dngjurbdkceon Rover File Name kCAMA / , CDREDGE St FILL Np 47030 GENERAL PERMIT Previous permit# New Modification Complete Reissue Partial Reissue Date previous permit issued As a„thorized by the State of North Carolina, Departmettt of Environment and Natural Resources and the Coastal Resourc ommission in an of environmental concern pursuant to I SA NCAC Applicant Name GCV/ Mf project London: County Address U vX.. ,v3 7 6 Street Address/ State Road/ Lot #(s) City -_- �- State/ t �/c ZIP ?-MY Y __. _ Z* 33 Phone # (_) Fax # ( ) Subdivision CWt PO I •tom Authorized Agent__City CoVe - ;Are� ZIP; I / / Affected CW 40111111! retaPTA AEC(s): Oil NNF IM PWs: FC: ORWR/ no PNA no PNA yes yes ljrpe of Project/ Activity Pier(dock) length -.. Platform(s) Finger pier(s) Gran length number ] Ik -_ prap length I vV an distance offshore 2 max distance offshore ceZ wyvc cubic yards ;t,1 .� Boat ramp Boathouse/ Boadih / 1`/ Beach Bulldozing Other - Shoreline Length • O U SAV: notsure yes Sandbags: rot sure yes Moratorium: Na yes Photos: yes Waiver Attached; yes A building permit may be required by: Note ^ s/Special Conditions LZ cmnh fd all ro- A I Es _ PTS Phone # ( ) River Basin V�r7 VFw t USA WA - - Adj. Wtr. Body e,I `C'acC / Qv�man /unkn) Crit. Nab. yes / no Closest Maj. Wtr. Bodyd'?�tc%da+ -.. `16 vrj1 Agent or Applicant Printed Na�4 / ZJ Signature "Please rea 41LI, e statement on back of permit e" 9-00 -- - 7 Application Feels) - porch/ See note on back regarding River Basin rules. LoW Pl—.r,g)urndialon piranon Date _ S1 oho 1711 IWnrFIM Name Permit Class NEW Permit Number STATE OF NORTH CAROLINA 42-01 Department of Environment and Natural Resources and Coastal Resources Commission -Permit for JL Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to Bluewater Investors & Others PO Box 4340 Emerald Isle, NC 28594 Authorizing development in Carteret County at Deer Creek. off Hwv 24 Cape Point S/D CaM Carteret , as requested in the permittee's application dated 12/19/00. including attached the workplan drawings (4) all dated 12/19/00. This permit, issued on Auril6.2001 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth helnw oe supiect to lines, imprisonment or civil action; or may cause the permit to be null and void. - - _ Excavation 1) In order to protect juvenile shrimp and finfish populations, no excavation or filling will be permitted between April 1 and September 30 of any year without the prior approval of the Division of Coastal Management, in consultation with the U.S. Army Corps of Engineers. 2) Excavation will not exceed -4 feet below the normal low water level. In no case shall excavation exceed the depth of connecting waters. 3) Excavation shall take place no closer than 10 feet from the waterward edge of the existing coastal marsh. 4) No vegetated wetlands or marsh grass will be excavated or filled. (See attached sheets for Additional Conditions) ..o , a,.wu u.nr w 'Fvmueu oy We P" mRee Or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2004 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. 61gned by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. Donna .Moffitt, Director Division of Coastal Management This permit and its conditions are hereby accepted. RECEIVED OCT g 1 2019 SI�MaAd bflHe�iitE Bluewater Investors & Others Permit #42-01 Page 2 of 3 ADDITIONAL. CONDITIONS 5) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not authorized. Spoil Disposal 6) The spoil disposal area must be inspected and approved by a representative of the Division of Coastal Management prior to the commencement of any excavation activities. 7) All excavated materials will be confined above mean' high water and landward of regularly or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any marsh or surrounding waters. 8) No spoil material is to be placed within 30 feet of the normal high water line. 9) No excavated or fill materials will be placed at any time in any vegetated wetlands or waters, and no excavated or fill material will be placed in any location or in any manner so as to impair surface water flow into or out of any wetland area. 10) The disposal area will be constructed a sufficient distance from the mean high water level or any marsh to eliminate the possibility of erosion into surrounding wetlands or waters. 11) The disposal area and all disturbed areas will be properly graded and provided a ground cover sufficit, to restrain erosion within 30 working days of project completion. NOTE: The permittee is advised that the spoil disposal area for this project may produce a mosquito breeding problem. For more information, contact the Public Health Pest Management Section at (252) 726-8970 and/or Carteret County Mosquito Control. Sedimentation and Erosion Control NOTE: An Erosion and Sedimentation Control Plan may be required for this project. If required, this plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity. The permittee is urged to contact the Department of Environment and Natural Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405, to determine the need for submittal of the plan. 12) In order to protect water quality, runoff from construction must not visibly increase the amount of suspended sediments in adjacent waters. 13) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales or berms, sand fence, etc.). 14) The permitted activity will be conducted in such a manner as to prevent a significant increase is turbidity outside of the area of construction or construction -related discharge. Increases such that th , turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant. Bluewater Investors & Others ADDITIONAL CONDITIONS Permit #42-01 Page 3 of 3 General 15) The permittee understands and agrees that, if future operations by the United States requires the i removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers, to remove relocate or alter the structural work or obstructions caused thereby, without expense to the United States or the state of North Carolina. No claim shall be made against the United States or the state of North Carolina on account of any such removal or alteration. 16) This permit does not authorize the interference with any existing or proposed Federal project, and the permittee shall not be entitled to compensation for damage or injury to the authorized structure or work which may be caused from existing or future operations undertaken by the United States in the public interest. 17) No attempt will be made by the permittee to prevent the free and full use by the public of all navigable waters at or adjacent to the authorized work. Use of the permitted activity must not interfere with the public's right to free navigation on all navigable waters of the United States. 18) The permittee shall comply with the attached list of U.S. Coast Guard Regulations NOTE: The permittee is advised that any development or land disturbing activity that is considered non - water dependent is not authorized within 30 feet of the normal high water level unless specifically exempted by Coastal Resource Commission (CRC) regulations in place at the time of such development. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (252) 808-2808 prior to the commencement of any such activity for this determination. NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water Quality Certification No. 3274 (DWQ Project No. 010178), which was issued on 3/22/01. NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. 200100407. RECEIVED OCT 31 2019 COAST GUARD REGULATIONS APPLICABLE TO DREDGE OPERATIONS Below is a list of regulations which are applicable to dredge operations in the COT? Wilmington zone. This list is not all inclusive. We encourage dredge companies to schedule a meeting with members of the USCG staff, in order to be provided amplifying information or answers to any questions that may exist. We also strongly encourage all Uninspected Towing Vessels (UTV) associated with each dredging operation to participate in the USCG's Voluntary Commercial Dockside Examination program. Please contact LT Dave Brown of the USCG staff at (910) 815- 4895, extension 108, to coordinate a meeting or dockside exam. I. Lights on dredge pipelines (33 CFR 88.15) 2. Lights on barges at a bank or dock (33 CFR 88.13) Lights and Shapes (33 CFR 84.11-13) 4. Mooring Buoys (33 CFR 62.35) 5. Special Marks (33 CFR 62.31) 6. Uninspected Towing Vessel's (UTV) Licensing Requirements (46 CFR 15.910 & 15.815) UI'V Drug Testing Requirements (33 CFR 4.06, & 4.03-2) 8. UTV Marine Radar Requirement (33 CFR 164.01(b) & 164.72) 9. UTV Certificate of Documentation (33 CFR 173.21) 10. UTV Marine Casualty Reporting Criteria (46 CFR 4.05-1) 11. Dredge or UTV Advance Notice of Transfers (33 CFR 156.118) Pett.W Class ^^° NEW»- Permit Number 42-01 STATE OF NORTH CAROLINA Department of Environment and Natural Resources and Coastal Resources Commission Prrmit for X Major Development in an Area of Environmental Concern pursuant to NCGS I I3A-118 X Excavation and/or filling pursuant to NCGS 113-229 Issued to Bluewater Investors & Others, PO Box 4340 Emerald Isle, NC 28594 Authorizing development in Carteret County at Deer Creek, off Hwv 24 Cape Point S/D Cane Carteret , as requested in the permittee's application dated 12/19/00 including attached the workolan drawings (4). all dated 12/19/00. This permit, issued on April 6, 2001 , is subject to compliance with the application (where consistent with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may W ,. J", •� ••-I.., '..v11 c...1 acuuu; or may cause me permit to be null and void. Excavation 1) In order to protect juvenile shrimp and finfish populations, no excavation or filling will be permitted between April 1 and September 30 of any year without the prior approval of the Division of Coastal Management, in consultation with the U.S. Army Corps of Engineers. 2) Excavation will not exceed 4 feet below the normal low water level. In no case shall excavation exceed the depth of connecting waters. 3) Excavation shall take place no closer than 10 feet from the waterward edge of the existing coastal marsh. 4) No vegetated wetlands or marsh grass will be excavated or filled. (See attached sheets for Additional Conditions) ..o F ... ...ny . Yt.v.c Vy U PCrrmnee or other qualified persons within twenty (20) days of the issuing date. An appeal requires resolution prior to work initiation or continuance as the case may be. This permit must be accessible on -site to Department personnel when the project is inspected for compliance. Any maintenance work or project modification not covered hereunder requires further Division approval. All work must cease when the permit expires on December 31, 2004 In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. Donna . Moffitt, Director Division of Coastal Management This permit and its conditions are hereby accepted. RECEIVED DCM-MHD CITY Bluewater Investors S Others* Permit #42-01 «` Page 2 of 3 ADDITIONAL. CONDITIONS 5) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not authorized. Spoil Disposal 6) The spoil disposal area must be inspected and approved by a representative of the Division of Coastal Management prior to the commencement of any excavation activities. 7) All excavated materials will be confined above mean' high water and landward of regularly or irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of solids into any marsh or surrounding waters. 8) No spoil material is to be placed within 30 feet of the normal high water line. 9) No excavated or fill materials will be placed at any time in any vegetated wetlands or waters, and no excavated or fill material will be placed in any location or in any manner so as to impair surface water flow into or out of any wetland area. 10) The disposal area will be constructed a sufficient distance from the mean high water level or any marsh to eliminate the possibility of erosion into surrounding wetlands or waters. 11) The disposal area and all disturbed areas will be properly graded and provided a ground cover suffic; to restrain erosion within 30 working days of project completion. NOTE: The perrnittee is advised that the spoil disposal area for this project may produce a mosquito breeding problem. For more information, contact the Public Health Pest Management Section at (252) 726-8970 and/or Carteret County Mosquito Control. Sedimentation and Erosion Control NOTE: An Erosion and Sedimentation Control Plan may be required for this project. If required, this plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity. The permittee is urged to contact the Department of Environment and Natural Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405, to determine the need for submittal of the plan. 12) In order to protect water quality, runoff from construction must not visibly increase the amount of suspended sediments in adjacent waters. 13) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence, diversion swales or berms, sand fence, etc.). 14) The permitted activity will be conducted in such a manner as to prevent a significant increase in - turbidity outside of the area of construction or construction -related discharge. Increases such that d turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant. Bluewater Investors $ Others ADDITIONAL CONDITIONS General Permit #42-01 Page 3 of 3 15) The permittee understands and agrees that, if future operations by the United States requires the removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to free navigation of the navigable waters, the permittee will he required, upon due notice from the Corps of Engineers, to remove relocate or alter the structural work or obstructions caused thereby, without expense to the United States or the state of North Carolina. No claim shall be made against the United States or the state of North Carolina on account of any such removal or alteration. 16) This permit does not authorize the interference with any existing or proposed Federal project, and the permittee shall not be entitled to compensation for damage or injury to the authorized structure or work which may be caused from existing or future operations undertaken by the United States in the public interest. 17) No attempt will be made by the permittee to prevent the free and full use by the public of all navigable waters at or adjacent to the authorized work. Use of the permitted activity must not interfere with the public's right to free navigation on all navigable waters of the United States. 18) The permittee shall comply with the attached list of U.S. Coast Guard Regulations. NOTE: The permittee is advised that any development or land disturbing activity that is considered non - water dependent is not authorized within 30 feet of the normal high water level unless specifically exempted by Coastal Resource Commission (CRC) regulations in place at the time of such development. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (252) 808-2808 prior to the commencement of any such activity for this determination. NOTE: NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water Quality Certification No. 3274 (DWQ Project No. 010178), which was issued on 3/22101. The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. 200100407. RECEIVED OCT 31 2019 DCM-MHD CITY COAST GUARD REGULATIONS APPLICABLE TO DREDGE OPERATIONS Below is a list of regulations which are applicable to dredge operations in the COTP Wilmington zone. This list is not all inclusive. We encourage dredge companies to schedule a meeting with members of the USCG staff, in order to be provided amplifying information or answers to any questions that may exist. We also strongly encourage all Uninspected Towing Vessels (UTV) associated with each dredging operation to participate in the USCG's Voluntary Commercial Dockside' Examination program. Please contact LT Dave Brown of the USCG staff at (910) 815- 4895, extension 108, to coordinate a meeting or dockside exam. Lights on dredge pipelines (33 CFR 88.15) 2. Lights on barges at a bank or dock (33 CFR 88.13) 3. Lights and Shapes (33 CFR 84.11-13) 4. Mooring Buoys (33 CFR 62.35) 5. Special Marks (33 CFR 62.31) 6. Uninspected Towing Vessel's (UTV) Licensing Requirements (46 CFR 15.910 & 15.815) 7. UTV Drug Testing Requirements (33 CFR 4.06 & 4.03-2) 8. UTV Marine Radar Requirement (33 CFR 164.01(b) & 164.72) 9. UTV Certificate of Documentation (33 CFR 173.21) 10. UTV Marine Casualty Reporting Criteria (46 CPR 4.05-1) 11. Dredge or UTV Advance Notice of Transfers (33 CFR 156.118) ��HEIyA TECHNOLOGIES, INC. March 13, 2019 Mr. Robert Neal Moffatt & Nichol 272 N. Front Street, Suite 204 Wilmington, NC 28401 RE: Draft Geotechnical Vibracore Report Carteret County Navigation Project Old Ferry Channel and Deer Creek Carteret County, North Carolina Dear Mr. Neal, Athena Technologies, Inc. is pleased to submit this Draft Geotechnical Vibracore Report for the above referenced project. Should you have any questions or concerns regarding the attached report, please don't hesitate to contact me via the information below. Respectfully, J. Adam Freeze Vice President / Geologist RECEIVED OCT 31 2019 DCM-MHD CITY 1293 Graham Fann Road, PO Box 68 4*11111. McClellanville, South Carolina 29458 Ar"W y'Al Mobile: (904) 252-6119, Office. (943) 887-3800 ECHNOLOaeS, INC. adam_freeze@athenatechnologies. com E IyA TECHNOLOGIES, INC. DRAFT GEOTECHNICAL VIBRACORE REPORT CARTERET COUNTY NAVIGATION PROJECT OLD FERRY CHANNEL AND DEER CREEK CARTERET COUNTY, NORTH CAROLINA MARCH 2O19 TABLE OF CONTENTS Section 1: Introduction Section 2: Methodology Section 3: Discussion Section 4: References FIGURES Figure 1: Vibracore Study Area Figure 2: Vibracore Location Map - Deer Creek Figure 3: Vibracore Location Map - Old Ferry Channel TABLES Table 1: Horizontal and Vertical Data Conversion Summary Table 2: Geotechnical Vibracore Summary Table 3: Laboratory Data Summary APPENDICES Appendix A: Core Photographs and Logs Appendix B: Laboratory Analytical Reports ��'HEIVA 1ECH NO LOGIk$, INC. RECEIVED OCT 31 2019 DCM-MHD CITY 1293 Graham Fame Road, PO Box 68 McClellanville, South Carolina 29458 (843) 887-3800 �. athenatechnol og ies.com Section 1: Introduction Athena Technologies, Inc. (Athena) was contracted by Moffatt and Nichol (M&N) in January 2019 to conduct geotechnical vibracore sampling in support of the following project: Carteret County Navigation Project, Sediment Collection & Testing, Deer Creek and Old Ferry Channel. The scope of requested services consisted of the following: 1) Collection of 9 vibracore samples to a minimum depth of -8 feet relative to Mean Low Water (MLW) from Deer Creek 2) Collection of 13 vibracore samples to a minimum depth of -10 feet MLW from the Old Ferry Channel. 3) Geological logging, core photography, sub -sampling, contracting laboratory analyses, and geotechnical reporting. A site location map of the various study areas has been included as Figure 1. Sample collection methodology and findings of the geotechnical investigation are presented below. Section 2: Methodology Athena utilized the 35-foot research vessel, Artemis, as the sampling platform for this project. Artemis was equipped with all required United States Coast Guard (USCG) safety gear and was operated by a USCG -certified 100 Ton Master Captain with over 20 years of vessel operation experience. A Trimble Differential Global Positioning System (capable of sub -meter accuracy) interfaced with HYPACK was utilized for primary navigation. Horizontal coordinates were recorded in North American Datum of 1983 State Plane Coordinate System, North Carolina (Zone 3200), U.S. Survey Feet. Real-time tide elevation data were obtained using a Champion TKO Global Navigation Satellite System receiver interfaced with the North Carolina Continuously Operating Reference Station Network, which served as the base station. During field operations, the research vessel was immobilized over the desired sample sites using spuds. Once on station, the coordinates at the vessel location were compared with the coordinates for the desired sample location to ensure accurate vessel positioning. Upon satisfactory positioning, a water depth was collected via lead line. Horizontal coordinates were recorded at each station and tide elevation data were also recorded in the field and were referenced to North American Vertical Datum of 1988. The real-time elevation data were converted to Mean Low Water (MLW) using the National Oceanic and Atmospheric Administration's VDatum software (Version 3.6.1). The tide elevation was then utilized to determine the sediment surface elevation at each sample location. A data conversion summary table has been included as Table 1. Vibracore location maps have been included as Figure 2 and Figure 3, for the Deer Creek and Old Ferry Channel study areas, respectively. RECEIVED 1293 Graham Farm Road, PO Box 68 4116110. McClellanville, South Carolina 29458 Ar"g"A (943) 887-3800 TECHNQLQ�ILS.INC. OCT 31 2019 v .athenatechnologies.com DCM-MHD CITY 12 A custom -designed and fabricated vibracore system was utilized to collect the geotechnical vibracores. The system consists of a generator with a mechanical vibrator attached via cable to a 3-inch diameter, galvanized sample barrel. The sample barrel was lowered until the bottom of the barrel was directly above the sediment surface. The vibracore machine was turned on and the sample barrel was allowed to penetrate until the bottom of the sample barrel reached the designated project depth, or until the sample barrel encountered refusal. Vibracore penetration was monitored from the deck using marked drill stems. Once the sample barrel reached the desired depth, the machine was turned off and the sample barrel was retrieved using an electric winch. The recovered core length was measured following core retrieval, and percent recovery was verified. The cores were then capped, labeled, and cut into 5-foot sections. A geotechnical vibracore summary has been included as Table 2. The completed cores were opened longitudinally at Athena's core processing facility in McClellanville, South Carolina. The cores were photographed after opening and were logged by Athena's geologist in accordance with protocol outlined in ASTM D2487 and ASTM D2488.1 Draft core logs and photo -mosaic images of the cores were provided to M&N for sub -sample interval determination. Upon receipt of sub -sample intervals from M&N, Athena extracted and shipped the sub -samples to Terracon Consultants, Inc. (Terracon) in Jacksonville, Florida. Terracon is a USACE-certified geotechnical laboratory. Sub -samples were collected from targeted sediment intervals in each core at a frequency of 1 to 6 per core. The sub -samples were analyzed in accordance with ASTM D6913 using the following sieve sizes: 3/4", 5/8", 7/16", 5/16", No. 3.5, No. 4, No. 5, No 7, No. 10, No.14, No. 18, No. 25, No. 35, No. 45, No. 60, No. 80, No. 120, No. 170, No. 200, and No. 230. The laboratory also conducted visual percent shell determination for each sub -sample using the Terry and Chilingar method (1955), and all sub -samples were classified by the laboratory in accordance with protocol outlined in ASTM D2487. A laboratory data summary is presented in Table 3. Core photographs and logs have been included as Appendix A and laboratory analytical reports have been included as Appendix B. Sediment within core DC-06 was comprised of water -saturated sand, silt, and clay. The aqueous sediment drained from the sample barrel while opening and was retained in a bucket. A photograph of the retained sediment has been included in Appendix A in lieu of a core photograph. Similarly, the retained sediment from DC-06 was homogenized and a composite sub -sample was extracted for laboratory analysis. 1293 Graham Farm Road, PO Box 68 McClellanville, South Carolina 29458 ,46FH EWyA (843) 887-3800 ieo+NOLOOieS, INC. www.athenatechnologies.com 13 Section 3: Discussion The Deer Creek and Old Ferry Channel study area is located near the western terminus of Bogue Sound in Carteret County, North Carolina. More specifically, the study area is approximately 1 mile northeast of the B. Cameron Langston Bridge (North Carolina Highway 58) and approximately 4 miles northeast of Bogue Inlet. The Old Ferry Channel was constructed between 1959 and 1961 to provide ferry service between Cape Carteret and Emerald Isle. Ferry services began in 1961 and continued until the B. Cameron Langston Bridge to Emerald Isle was opened in 1971 (Wagoner 2017). Currently, the navigation channel primarily serves local boaters in Cape Carteret. Deer Creek is comprised of a series of small, tidal channels which are connected to Bogue Sound and Bogue Inlet via the Intracoastal Waterway and the Old Ferry Channel. A review of historical (1993) and recent (2017) satellite imagery indicates that certain subaqueous tidal flats in the vicinity of the study area have migrated over 500 feet from west to east. Furthermore, the geomorphology of the tidal channels, subaqueous tidal flats, and surface bedding features near the study area indicates that bedload sediments are being transported by tidal processes from west to east. Due to the hydraulic connection and proximity to Bogue Inlet, it is apparent that bedload sediment transport near the study area is dominated by flood tidal processes. Although general sediment transport direction near the study area is west to east, sediment deposition in the more sheltered areas within Deer Creek and the Old Ferry Channel is likely dominated by the flocculation and settling of fine-grained sediments from the water column. General characteristics identified in the vibracore samples, according to study area, are presented below: • Deer Creek: A surficial, fine-grained (i.e., silt or clay -sized) interval was encountered at the sediment surface in cores DC-01 through DC-06. The fine- grained interval extended to depths ranging from -5.6' MLW (DC-03) to -8.2' MLW (DC-05) and was largely comprised of inorganic clay, although an organic silt layer was often encountered at the base of the interval. Sediment underlying the fine- grained deposit was largely comprised of poorly graded, fine to medium -grained sand with minimal fine-grained sediments and varying percentages of shell and carbonate content. A surficial sand layer was observed in cores DC-07 through DC-09, which were collected from the 3 most proximal sample locations in Deer Creek to the Intracoastal Waterway. Cores DC-07 through DC-09 terminated in a bioturbated, iron -oxidized sand layer, which was encountered at depths ranging from -7.8' MLW (DC-08) to -8.5' MLW (DC-09). RECEIVED 1293 Craharn Fann Road, PO Box 68 McClellanville, South Carolina 29458 A- AA (843) 887-3800 r ECHNOEocIE . NC _ OCT i 1 2019 v .athenatechnologies.com DCM-MHD CITY 14 • Old Ferry Channel: The vibracores collected from the Old Ferry Channel study area were largely characterized by a dominance of fine-grained sediments. More specifically, a surficial fine-grained layer, ranging in thickness from 1.2' (OFC-13) to approximately 6' (OFC-08), was observed in a majority of the vibracores, except for cores OFC-03, OFC-05, and OFC-07. Furthermore, each of the cores collected from the study area terminated in either a bioturbated, poorly graded sand with clay, clayey sand, or fat clay layer, except for cores OFC-01 and OFC-08. Core OFC-13 terminated in an iron -oxidized, interbedded poorly graded sand and fat clay interval, which was encountered at a depth of approximately -9' MLW. The average mean grain size diameter among all 44 sub -samples collected from Deer Creek and Old Ferry Channel vibracores was 0.23 millimeters. The average fine- grained fraction (i.e., percentage of material passing the #230 sieve) was 22.6 percent and the average visual shell estimate for all sub -samples was 7 percent. It should be noted that, while logging the cores, Athena's geologist interpreted the fine-grained fraction in each core to be predominantly comprised of clay -sized sediments, using visual and manual procedures outlined in ASTM D 2488. In contrast, the laboratory assigned a default designation of "silt" for all material passing the #200 sieve, because hydrometer analysis was not conducted and the distribution of silt- and clay -sized particles is unknown using the current data set. Lacking sufficient laboratory data to differentiate between silt- and clay -sized particles, the USCS classification assigned by Athena's geologist took precedence, when a discrepancy was noted between the laboratory USCS designation and the core description. 1293 Graham Farm Road, PO Box 68 McClellanville, South Carolina 29458 ATHEIyA (843) 887-3800 eCHNOLQ�IES, iNc. w .athenatechnologies.com ' i j o 15 Section 4: References ASTM D 2487-11, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), ASTM International, West Conshohocken, PA. 2011. ASTM D 2488-00, Standard Practice for Description and Identification of Soils (Visual - Manual Procedure), ASTM International, West Conshohocken, PA. 2000. ASTM D 6913-04, Standard Test Methods for Particle -Size Distribution (Gradation) of Soils Using Sieve Analysis, ASTM International, West Conshohocken, PA. 2004. Terry, R. D. and Chilingar, C. V., Summary of "Concerning some additional aids in studying sedimentary formations" by M. S. Shvetsov. Journal of Sedimentary Petrology, v. 25, pp. 214-229. 1955. Wagoner, Mike, State Once Provided Ferry Service To Emerald Isle, NCCOAST, Morehead City, NC. 2017. Accessed 12 March 2019: https://nccoast. com/publications/island-review/state-once-provided-ferry-service- to-emerald-isle/article 79c3b2f4-4f8d-11e7-9324-e795ba3d9ae5.html. RECEIVED OCT 31 2019 DCM-MHD CITY 1293 Graham Farm Road, PO Box 68 McClellanville, South Carolina 29458 (843) 887-3800 recHNQLQ�its NC w .athenatechnologies.com FIGURES RECEIVED OCT 31 2019 DCM-MHD CITY 1293 Graham Fam Road, PO Box 68 McClellanville, South Carolina 29458 HE (843) 887-3800 N io ie . w v .athenatechnologies.com RECEIVED OCT 31 2019 FIGURE 1: VIBRACORE STUDY AREA `'�Hc cir DEER CREEK AND OLD FERRY CHANNEL CARTERET COUNTY NAVIGATION PROJECT, NORTH CAROLINA f TECHNOLOGIES, INC. w athenatechnologies.com JANUARY 2019 0 a 8 Mil' ❑VIBRACORE STUDY AREA IMAGE SOURCE: SENTINEL 2 ESA Athena Technologies, Inc. PO Box 68 McClellanville, SC 29458 843-887-3800 FIGURE 2: VIBRACORE LOCATION MAP DEER CREEK �"(rHEIyA CARTERET COUNTY NAVIGATION PROJECT, NC ,,tn TECHNOLOGIES, l;sc m � Ah. JANUARY 2019 VIBRACORE COORDINATES STATION EAST NORTH 10 DC-01 2585594.26 348345.E DC-02 2584748.87 346801.1 DC03 258410022 347500.E DC-04 258428175 34S/7a] DC-05 2563166.38 348081.E OC418 255371933 348370.E DC-07 2584465,07 3461574 DC4)0 2584810.34 345224E DC49 258480242 1 344326! HORIZOTAL DATUM: NC STATE PLANE t ZONE 3200 NAD83 US SURVEY FEET RECEIVED OCT 31 2019 DCM-MHD !Evmiiw DC-07 • VIBRACORE ,K LOCATION r- I Feet 'P E D1. S IMAGE SOURCE: GoogleEarth Athena Technologies, Inc. PO Box 68 McClellanville, SC 29458 843-887-3800 TABLES RECEIVED OCT 31 Z019 DCM-MHD CITY 1293 Graham Farm Road, PO Box 88 McClellanville, South Carolina 29458 HE (843) 887-3800 TECH —NiOGies. NC. w .athenatechnologies.com Table 1 - Horizontal and Vertical Data Conversion Summary Deer Creek and Old Ferry Channel Carteret County Navigation Project, North Carolina Data Conversion Input Parameters I'1 Data Conversion Output Parameters Boring ID State Plane Coordinates RI East (x) North (y) Elevation nl (NAVD 88) Geographic Coordinates Latitude Longitude Elevation (MLW) DC-01 346,342.89 2,585,593.25 0.39 34.6858414 -77.0519094 1.47 DC-02 346,803,94 2,584,753.63 0.61 34.6871533 -77.0546708 1.69 DC-03 347,495.68 2,584,096.69 0.77 34.6890890 -77.0568107 1.85 DC-04 348,473.34 2,584,279.61 0.98 34.6917650 -77,0561386 2,06 DC-05 348,082.46 2,583,168.20 1.02 34.6907509 -77.0598607 2.90141 DC-06 346,368.85 2,583,721.36 1.03 34.6860135 -77.0581323 2.11 DC-07 346,159.79 2,584,462.17 1.14 34.6853993 -77.0556822 2.22 DC-08 345,225.22 2,584,80742 1.09 34.6828132 -77.0545948 2.16 DC-09 344,328.17 2,584,601.26 0.98 34.6803599 -77.0553389 2.05 OFC-01 340,672.76 2,587,670A6 0,04 34.6701519 -77.0453713 1,13 OFC-02 341,137.43 2,587,430.35 0.15 34.6714415 -77.0461393 1.24 OFC-03 341,675.20 2,587,478.19 0.06 34.6729163 -7Z0459450 1.15 6FC-04 342,105.38 2,587,198.53 0.15 34.6741132 -77.0468469 1.24 OFC-05 342,893.72 2,587,110.19 -0A7 34.6762838 -77,0470890 0.92 OFC-06 343,004.08 2,586,816.45 0.27 34.6766028 -77.0480586 1.36 OFC-07 343,604,12 2.586,933,37 0.34 34.6782450 -77,0476306 1.42 OFC-08 344,024.79 2,586,590.44 0.52 34.6794192 -77.0487435 1.61 OFC-09 344,553.60 2,586,639.76 0.56 34.6808693 -77.0485449 1.65 OFC-10 344,988.45 2,586,349.41 0.72 34.6820796 -77.0494821 1.81 OFC-11 345,504.21 2,586,343.84 0.93 34.6834968 -77.0494669 2.02 OFC-12 345,940.64 2,586,090.29 0.92 34.6847095 -77.0502816 2.01 OFC-13 346,323.48 2,586,025.27 0.99 34-6857648 -77.0504729 2.07 l9 = Coordinate and elevation conversion conducted via the National Oceanic and Atmospheric Administration's (NOAA) Vertical Datum Transformation (VDalum) software, Verson 38.1. 1a = Horizontal coordinates were recorded in the field and are referenced to North American Datum of 1983, State Plane Coordinate System, North Carolina (Zone 32150), US Survey Feet. 131= Elevation data were recorded m me field using a Champion TKO Global Navigalion Satellite System unit interfaced with the Norm Carolina Continuously Operating Reference Station Network. Notes 141= Data conversion not possible using VDatum, sample location exists outside of the software program's data calculation boundaries. Title elevation detemlined by applying a -1 DO' comection to the elevation remroed in NAVD 88. The +1 08' correction factor was determined using the average calculated VDatum resufts for nearby sample locations. NAVD a8 = North American Vertical Datum of 1988 MLW = Mean Low Water v 0 t � o n AO�W0 HN~E 2 w M 0 < 0 o m � � v Page 1 of 1 1293 Graham Farm Road, PO Box 68 McClellanville, South Carolina 29458 (843) 887-3800 www.athenatechnologies.com Table 2 - Geotechnical Vibracore Summary Deer Creek and Old Ferry Channel Carteret County Navigation Project, North Carolina Boring ID Collection Date Time Coordinates East North M (Y) Water Depth (ft) Tide Elevation (ft MLW) Sediment Surface Elevation (ft MLW) Bottom Elevation of Recovered Core ft MLW Penetration (ft) Recovery (ft) Notes DC-01 1/222019 7:54 2585594.26 346348.83 4.4 1.5 -2.9 -12.0 10.0 9.1 DC-02 1/222019 8:21 2584748.87 346801.14 4.5 1.7 -2.8 -10.2 8.0 7.4 DC-03 1222019 8:45 2584100.22 347500.00 3.6 1.9 -1.7 -9.3 8.0 7.6 DC-04 1/22/2019 9:08 2584281.75 348478.77 7.1 2.1 -5.0 -9.4 5.0 4.3 DC-05 1222019 9:33 2583166.36 348081.84 5.2 2.9 -2.3 -10.6 9.0 8.3 DC-06 1/222019 9:55 2583719,33 346370.63 6.2 2.1 4.1 -10.6 8.0 6.5 Sediment within core was comprised or water- saturated sin and Gay; me aqueous sediment spilled out of sample barrel during opening; remaining material retained in bucket DC-07 1222019 10:27 2584465.07 346157.49 6.0 2.2 -3.8 -11.4 8.0 7.6 DC-08 1/22/2019 1046 2584810.34 345224,59 7.9 2.2 -5.7 -13.2 8.0 7.5 DC-09 122/2019 11:00 2584602.42 344326.53 5.6 2.1 -3.5 -12.0 10.0 8.5 OFC-01 1/222019 1423 2587674.44 340669.16 9.2 1.1 -8.1 -15.5 9.0 7.4 OFC-02 1222019 14:10 2587434.26 341134.72 4.6 1.2 3.4 -11.5 9.0 8.1 OFC-03 1/22/2019 1357 2587483.39 341673.80 3.5 1.1 -2.4 -15.0 14.0 12.6 OFC-04 1222019 13:42 2587202.95 342102.35 6.8 1.2 5.6 -14.3 10.0 8.7 OFC-05 1/222019 1442 2587115.71 342896.28 6.0 0.9 -5.1 -11.5 7.0 6.4 Station moved from onglnalloratsm which was below proWd m. OFC-06 1222019 13:19 2586816.85 343001.24 5.1 1.4 3.7 -10.4 8.0 6.7 OFC-07 1/22/2019 1 1307 2586935.51 343600.59 2.9 1.4 -1.5 -10.8 10.0 9.3 OFC-08 122/2019 12:52 2586593.28 344020.47 4.5 1 1.6 -2.9 -12.6 10.0 9.7 OFC-09 1/22/2019 1237 2586642.63 344548.94 10.8 1.7 -9.1 -17.6 10.0 8.5 OFC-10 1222019 12:12 2586352.86 344985.02 8.7 1.8 -6.9 -16.5 10.0 9.6 Marla 4 attempts; matenal washed W tludng first 3 attempts: had to overlmetrete to retain sediment citming 4th attempt OFC-11 1/22/2019 11:57 2586347.47 345501.49 11.1 2.0 -9.1 -15.9 &0 6.8 OFC-12 MM019 11:43 2586091.80 345937.33 7.4 2.0 -5.4 -11.2 7.0 5.8 OFC-13 1/222019 1123 2586031.15 346325.86 7.2 2.1 -5.1 -13.4 10.0 8.3 In = feel Notes MLW =Mean Low Water 1293 Graham Farm Road, PO Boa 68 McClellanville, South Carolina 29458 ArM� (843) 887 3800 TECH! d P 1 www.athen ogies.com Table 3 - Laboratory Data Summary Deer Creek and Old Ferry Channel Carteret County Navigation Project, North Carolina Boring ID Sample Number Sample Interval Laboratory USCS Classification Percent Gravel- Sized Fraction I11 Percent Granule- Sized Fract ion p1 Percent Sand -Sized Fraction PI Percent Fine Grained Fraction (41 Visual Percent Shell I`I Mean Grain Size I`I (mm) Grain Size Diameter Depth Interval Dep (tt bee) Depth Interval (ft MLW) D 90 (mm) D 85 (mm) D 50 (mm) D 15 (mm) D 10 (mm) DC-01 S-1 0.2 to 2.8 -3.1 to -5.7 SM 0.35 0.45 68.06 31.14 3 0.14 0.21 0.18 0.10 WA NIA DC-01 S-2 2.8 to 3.6 -5.7 to -6.5 SM 0,00 0.02 88.69 11.30 1 0.16 0.24 0.23 0.15 0.09 N/A DC-02 S-1 0.0 to 2.0 -2.8 to 4.8 SM 1.53 0.80 52.70 44.97 6 0.17 0.26 0.20 0.08 NIA NIA DC-02 S-2 2.0 -3.4 4.8 to -6.2 SM 0.00 0.15 84.63 1 15.22 0 0.17 0.30 0.25 0.15 NIA N/A DC-03 St 0.0 to 3.9 -1.7 to -5.6 MH 0.00 0.18 19.28 80.54 0 0.17 0.13 0.09 NIA WA NIA DC-03 S-2 3.9 to 5.8 -5.6 to -7.5 SP 0.01 0.24 95.84 3,92 0 0.19 0.34 0.30 0,17 0.12 0.10 DC-04 S1 0.0 to 2.1 5.0 to -7.1 MH 0.00 0.00 6.48 93.52 0 0.14 NIA NIA NIA NIA NIA DC-05 S-1 0.0 to 0.6 -2.3 to -2.9 SM 0.50 2.51 62.76 34,23 6 0.23 0.67 0.36 0.13 N/A N/A DC-05 S-2 0.6 to 1.2 -2.9 to -3.5 SP-SM 0.38 1.32 89.88 8.41 3 0.19 0.43 0.29 0.15 0.09 0.08 DC-05 S-3 1.2 to 3.0 -3.5 to -5.3 SP-SM 0.25 0.26 92A8 7.00 2 0.13 0.18 0.17 0.13 0.08 0.07 DC-05 S4 3.0 to 3.9 -5.3 to -6.2 SM 0.00 0.19 57.41 42.40 8 0.17 0.29 0.21 0.09 WA NIA DC-06 S-1 - - SM 0.90 1.58 72.51 1 25.01 0 0.17 0.23 0,18 0.13 N/A N/A DC-07 S-1 0.0 to 3.2 -3.8 to -7.0 SP 0.00 0.01 96.92 3.07 2 0.15 0.22 0,20 0.15 0.11 0.10 DC-08 S-1 0.0 to 1.0 -5.7 to -6.7 SP 2,52 0.25 95.28 1.95 6 0.18 0,24 0.22 0.16 0.12 1 0.11 DC-09 S-1 0.0 to 0.5 3.5 to 4.0 SP 19.69 3.32 74.46 2.52 29 0.51 16.85 11.11 0.21 0.13 0.13 DC-09 S-2 0.5 to 1.6 4.0 to -5.1 SM 28.38 3.14 44.05 24A2 37 0.90 17.55 1 14.66 0.14 NIA NIA DC-09 S-3 1.6 to 2.7 -5.1 to -6.2 SM 2.50 0.37 75.86 21.27 4 0.14 0.17 0.16 0.10 NIA NIA OFC-01 S-1 0.0 to 2.4 -8.1 to -10,5 MH 0.00 0.00 30.49 69.51 0 0.12 0.15 0.12 NIA N/A NIA OFC-02 S-1 0.0 to 2.2 -3.4 to -5.6 SM 0.72 0.63 74.27 24.38 4 0.17 0.24 0.22 0.15 WA NIA OFC-02 S-2 2.2 to 4.4 -5.6 to -7.8 SP 0.00 0.00 98.74 1 1.26 0 0.18 0.24 0.23 0.17 0.14 0.13 OFC-02 S-3 4.4 to 5.0 -7.8 to -8.4 SP 18.62 7.94 71.74 1.70 38 0.65 10.32 6.73 0.28 0.16 0.14 OFC-03 S-1 0.0 to 3.2 -2.4 to -5.6 SP 0.00 1 0.01 96.97 3.02 5 0.13 US 0.17 0.14 0.10 0.09 OFC-03 S-2 3.2 to 4.9 -5.6 to -7.3 SM 0.00 0.07 87.89 12.04 4 0.12 0.17 0.16 0.11 0.08 NIA OFC-03 S-3 4.9 to 7.5 -7.3 to -9.9 SM 5.08 0.39 75.46 19.07 11 1 0.22 0.30 0.24 0.16 NIA NIA OFC-04 S-1 0.0 to 8.1 -5.6 to -13.7 SM 0.13 0.31 78.95 20.61 6 0.15 0.22 0.19 0.12 WA NIA OFC-05 S-1 0.0 to 3A -5.1 to -8.5 SP 0.22 0.01 96.00 3.77 7 0.13 0,17 0,17 0.13 0.09 0.09 OFC-06 S-1 0.0 to 1.6 -3.7 to -5.3 SM 0.37 0.91 75.12 23.60 7 0.16 0.23 0.21 0.14 NIA NIA OFC-06 S-2 1.6 to 3.0 -5.3 to 5.7 SP 0.00 0.13 96.64 3.23 7 0,16 0.23 0.22 0.16 0.13 0.12 OFC-06 S-3 3.0 to 6.2 -6.7 to -9.9 SM 4.99 1.47 1 67.34 1 26.20 10 0.19 10.33 0.18 ill NIA NIA HEBVA TE HNOL GIES,INC. v o m = C) w - n m < /� \' N IT! o Page 1 of 2 1293 Graham Fann Road, PO Box 68 MCClellanvllle, South Carolina 29458 (843) 887-3800 w .athenatechnologies.wrn Table 3 - Laboratory Data Summary Deer Creek and Old Ferry Channel Carteret County Navigation Project, North Carolina Boring ID Sample Number Sample Interval Laboratory USCS classification Percent Gravel- Sized Fraction nl Percent Granule- Sized Fraction nt Percent SantlSized Fraction 131 Percent Fine Grained Fraction 141 Visual Percent Shell In Mean Grain Size al (mm) Grain Size Diameter Depth Interval (ft bss) Depth Interval (ft MLW) D 90 (mm) D 85 (mm) D 50 (mm) D 15 (mm) D 10 (mm) OFC-07 S-1 0.0 to 3.0 -1.5 to 4.5 SP 2.05 0.25 96.28 1.41 8 0.17 0.23 0.21 0.15 0.12 0.10 OFC-07 S-2 3.0 to 4.8 A.5 to -6.3 SPSM 0.00 0.12 93.95 5.93 5 0.14 0.18 0.17 0.14 0.10 0.09 OFC-07 S-3 4.8 to 5.3 -6.3 to -6.8 SM 0.00 0.12 82.90 16.98 3 0.13 0.18 0.17 0.12 NIA NIA OFC-07 S-4 5.3 to 6.3 -6.8 to -7.8 SPSM 0.00 0.04 93.55 6AO 8 0.14 0.16 0.17 0.14 0.10 0.08 OFC-07 S-5 6.3 to 6.5 -7.8 to -8.0 MH 1 0.00 0.00 1 3L55 68.45 1 2 0,13 1 0.15 0.13 NIA NIA NIA OFC-07 S-6 6.5 to 7.4 -8.0 to -8.9 SPSM 2.38 0.92 87.68 9.03 11 0.16 0.22 OA8 0.13 0.08ENIA OFC-08 S-1 0.1 to 1.2 -2.9 to A.1 SM 0.50 0.33 83,32 15.85 5 0.13 0.17 0A 7 0.12 NIAOFG-08 S-2 1.2 to 2.7 -4.1 to -5.6 SM 39.30 3.14 37.90 19.66 47 1.57 WA NIA 0.17 NIAOFC-08 S-3 2.7 to 5.3 -5.6 to -8.2 SM 19.15 2.58 42.82 35.45 25 0,65 NIA 14,90 0.11 NIAOFC-10 SA 0.0 to 1.4 -6.9 to -8.3 MH 0.00 0.03 29.23 70.75 1 0.10 0.12 0.10 WA NIAOFC-12 S-1 0.0 to 2.5 -5.4 to -7.9 SM 0.12 0.58 58.48 40.83 4 0.14 0.18 0.16 0.09 NIAOFC-12 S-2 2.5 to 5.8 -T9 to -11.2 SPSM 0.00 0.01 93.31 6.69 0 0.11 0.17 0.16 0.11 0.08OFC-13 S-1 0.0 to 1.2 -5.1 to -6.3 SM 0.00 0.06 77.28 22.66 2 014 0,19 0.17 0,12 NIA OFC-13 S2 1.2 to 2.4 -6.3 to -7.5 SPSM 0.00 0.09 92.24 7.68 2 0.15 0.24 0.22 0.15 0.09 0.08 OFC-13 S-3 2.4 to 4.2 -7.5 to -9.3 SP-SM 0.00 0.39 93.61 6.00 0 0.13 0.18 0.17 0.11 0.08 0.08 ft bss = feel below sediment surface it MLW = feet relative to Mean Low Water USCS = Unified Soil Classification System [1) = Defined as the sample fraction which is greater Man or equal to 4,76 millimeters (i.e., retained on sieve saes greater than or equal to the Number 4 sieve). [2] = Defined as the sample fraction which is greater than or equal to 2 millimeters and lass than 4 76 millimeters (i.e., retained on sieve sizes between the Number 5 and Number 10 sieves). Notes [3] = Defined as the sample fraction which is greater than or equal to 0,0625 millimeters and less than 2 millimeters (i.e., retained on sieve sizes between the Number 12 and Number 230 sieves). [4] = Defined as the sample fraction which is less than 0.0625 millimeters (i.e., passes the Number 230 sieve). [51= Visual percent shell determined using the Terry and Chilingar method (1955). [61= Mean grain size was calculated in gINT using the Moment Method (Folk 1974) and applies to the portion or sample which did not pass the #230 sieve. mm = millimeters NIA = Value not available because sample volume at the specified diameter could not be determined using the chosen sieve set. 1293 Graham Farm Road, PO Box fib McClellanville, South Carolina 29458 �ycu w6. (843) 88 TECH! 'DIES. INC. P 2 www.athen ogi".Wm es.com APPENDIX A Core Photographs and Logs RECEIVED OCT 31 2019 DCM-MHD CITY 1293 Graham Farm Road, PO Box 68 McClellanville, South Carolina 29458 HE (843) 887-3800 TECHN � i , w w .athenatechnologies.com 1 F 3 N PJ 5 0 7 9 RECEIVED OCT 31 2019 10 DCM-MHD CITY DC-01 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -2.9 Bottom Ill (ft Ill -12.0 Notes: - Photo Mosaic Image - Photo Scale in Feet A�HEIyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843)887-3800 Boring Designation DC-01 DRILLING LOG CLIENT PROJECT OWN ER SHEET 1 Moffatt 88 Nichol Carteret Coun , North Carolina OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM :HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane I NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER DC-01 X = 2,585,594 Y = 346,349 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. u. TOTAL SAMPLES 2 4. NAM! OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 4.4 Ft. S. DIRECTION OF BORING i DEG. FROM , BEARING :STARTED COMPLETED ® VERTICAL ' VERTICAL 0 INCLINED 16. DATE BORING I 01-22-19 07:54 i 01-22-19 S. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -2.9 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 9.1 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 10.0 Ft, A. Freeze ER4V. SWE D W CLASSIFICATION OF MATERIALS / K- of X0 REMARKS lR) IR) GO Depths and elevations based on measured values REC. -2.9 0.0 BM - oo ygra a ND with cay; mosty Ine quartz sand, few inorganic clay in matrix and burrows, trace fine to medium sand -sized Sample #S-1, Depth = 0.2' - 2.8' shells in matrix, loose, dark olive gray Mean (mm): 0.14, Phi Sorting: 0.89 5Y-312 SP-SC . Shell: 3%, Fines (#200) - 35.96 ISM) Clayey AN ;mostly fine to medium quartz ra sand, some inorganic day in matrix, trace fine sand to coarse gravel -sized shells in matrix, loose, bioturbated, very dark greenish Sample #S-2, Depth = 2.8'- 3.6' -5.7 2.8 ra 5GY-311 (SC). Mean (mm): 0.16, Phi Sorting: 0.55 Shell: 1 %, Fines (#200) - 12.35 (SM) Poorly graded ND with silt, mostly fine N -6.5 3.6 quartz sand, little organic silt in matrix and burrows, few inorganic day in matrix, rn burrows, and layers, loose, bioturbated, black 10YR-211 ISM). Poorly graded SAND; mostly fine quartz sand, trace inorganic day in matrix, burrows, and laminations, trace organic silt in burrows, loose, subangular, color grades to light grayish olive (10Y 6l2) from, olive gray (5Y-512), (SP). -12.0 91 End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 20 10 15 n 1 oq 3 2 5 6i 7 E P1 10 DC-02 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -2.8 Bottom Elev. (ft MLW): -10.2 Notes: - Photo Mosaic Image - Photo Scale in Feet 4& ANT H E IyA TECHNOLOGIES, INC. RECEIVED Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 OCT 31 2019 ww*athenatechnologies.com (843)887-3800 DCM-MHD CITE' Borinq Designation DC-02 DRILLING LOG CLIENT PROJECT OWNER 1 SHEET 1 Moffatt & Nichol Carteret County, North Carolina of 1 SHEETS 1. PROJECT 8. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURERS DESIGNATION OF DRILL Q AUTO HAMMER DC-02 X = 2,584,749 Y = 346,801 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (Up) Athena Technologies, Inc. 12. TOTAL SAMPLES 2 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 4.5 Ft, S. DIRECTION OF BORING DEG. FROM BEARING 'STARTED COMPLETED ® VERTICAL VERTICAL l7 INCLINED 15. DATE BORING : 01-22-19 0821 I 01-22-19 6. THICKNESS OF OVERBURDEN O.O FL 16. ELEVATION TOP OF BORING -2.8 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 FL 17. TOTAL RECOVERY FOR BORING 7.4 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 8.0 Ft. A. Freeze E (R) IN) SCALE (k) CLASSIFICATION OF MATERIALS Depths and elevations sasatl on measured values % REC. G< REMARKS -2.8 0.0 R'O i Clayey SAND; mostly fine quartz sand, some Sample #S-1, Depth = 0.0' - 2.0' inorganic clay in matrix, trace organic silt in Mean (mm): 0.17, Phi Sorting: 1.38 matrix (primarily between 1.8-2.0'), trace fine Shell. 6%, Fines (#200) - 48.86 (SM) sand to coarse gravel -sized shells in matrix, rn loose, very dark greenish gray (5GY-3/1), -4.8 2.0 (SC) Sample #S-2, Depth = 2.0' - 3.4' Mean (mm): 0.17, Phi Sorting: 0.66 Silty SAND, mostly fine quartz sand, little organic silt in matrix, few organic and Shell: 0%, Fines (#200) - 16,21 (SM) inorganic clay in matrix, loose, bioturbated, W -6.2 3.4 black (10YR-2/1), (SM). Poorly graded SAND with silt; mostly fine quartz sand, few organic silt in matrix, trace medium to coarse quartz sand in matrix, loose, bioturbated, very dark brown -7.7 4.9 10YR-2/2 SP-SM). Poorly graded SAND, mostly fine quartz sand, trace inorganic and organic silty in matrix and laminations, trace medium to coarse quartz sand in matrix and in lamination between 6.1-6.2', loose, subangular, olive brown (2.5Y-4/3), (SP). -10.2 7.4 End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 a.."", IC 15 U 1 E 3 5 5 lei 7 '00 N 10 DC-03 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -1.7 Bottom Elev. (ft MLW): -9.3 Notes: - Photo Mosaic Image - Photo Scale in Feet �-H E IyA TECHNOLOGIES, INC. RECEIVED OCT 31 Z019 Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843)887-3800 DCM-MHD CITY Boring Designation DC-03 DRILLING LOG '"" PROJECT OWNER 5N!!T + Moffatt 8 Nichol Carteret County, North Carolina OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW Z. BORING DESIGNATION LOCATION COORDINATES 1+. MANUFACTURERS DESIGNATION OF DRILL E3AUTO HAMMER DC-03 X = 2,584,100 Y = 347,500 E3 MANUAL HAMMER S. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 1 2 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES h. McClellan 14. WATER DEPTH 3.6 Ft. S. DIRECTION OF BORING I DIED. FROM , BEARING STARTED COMPLETED Q VERTICAL VERTICAL ' Q INCLINED 15. DATE BORING 1 01-22-19 08:45 i 01-22-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -1.7 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 7.6 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 8.0 FL A. Freeze ELEV. SCALE D w CLASSIFICATION OF MATERIALS CW OJ A REMARKS (R) (N) W Depthe and elevations based an measured values REC. CG -1.7 0.0 BH Fat CLAY; mostly inorganic day, little organic Sample #S-1, Depth = 0.0'- 3.9' day and silt in matrix (primarily between Mean (mm): 0.17, Phi Sorting: 1.22 2.6-3.9'), little fine quartz sand in matrix, Shell: 0%, Fines (#200) - 82.53 (MH) trace fine sand to fine gravel -sized shells in Ji matrix at 1.7-1.8', medium plasticity, soft, black (5Y-2.5/1), (CH). -5.6 3.9 Sample #S-2, Depth = 3.9' - 5.8' Poorly graded SAND; mostly fine quartz sand, trace organic silt in matrix, burrows, Mean (mm): 0.19, Phi Sorting: 0.69 laminations, and layers, trace fine Shell: 0%, Fines (#200) - 4.31 (SP) gravel -sized wood fragments in laminations, In loose, subangular, color altemates between -7.5 5.8 gray (2.5Y 6/1) and, black (10YR-2/1), (SP). Poorly graded ND; mostly ne to medium quartz sand, trace organic silt in burrows, -8.3 6.6 laminations, and in layer at 5.8-5.9', trace coarse sand to fine gravel -sized quartz and phosphate in layers, loose, subangular, light -8 8 7 1 -9.3 7.6 brownish ra 10YR-612 (SP).. layey AND; mostly tine to medium quartz sand, little inorganic day in matrix, burrows, and layers, trace coarse quartz and phosphate sand in laminations and matrix, loose dark orav 5Y-4/1 (SC). Poorly graded AND; mostly fine quartz sand, trace inorganic day in burrows, laminations, and as rip -up at 7.2-7.3', loose, suban ulargray 5Y-6/1 (SP). End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 -10 -15 �L 1 2 3 2 RECEIVED OCT 31 2019 5 DCM-MHD CITY DC-04 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -5.0 Bottom Elev. (ft MLW): -9.4 Notes: - Photo Mosaic Image - Photo Scale in Feet E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 Boring Designation DC-04 DRILLING LOG CLIENT PROJECT OWNER SHEET 1 Moffatt 8 Nichol Carteret County, North Carolina of 1 SHEETS I. PROJECT S. SIZE AND TYPE Of BIT 3.0 In Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES It. MANUFACTURERS DESIGNATION OF DRILL 0 AUTO HAMMER DC-04 X = 2,584,282 Y = 348,479 E3 MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 1 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 7.1 Ft. 5. DIRECTION OF BORING DEG. FROM BEARING STARTED COMPLETED ® VERTICAL VERTICAL (] INCLINED 13. DATE BORING 01-22-19 09:08 01-22-19 B. THICKNESS OF OVERBURDEN 0.0 Ft 16. ELEVATION TOP OF BORING -5.0 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 4.3 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 5.0 Ft A. Freeze D K� Da ELEV. SCALE u2i CLASSIFICATION OF MATERIALS % REMARKS (R) IN) W Deplha and elevations hewed on mueuretl wluae REC. CG -5.0 0.0 Ri4 Sample #S-1, Depth = Off- 2.1' Fat CLAY, mostly inorganic clay, few fine Mean (mm): 0.14, Phi Sorting: 0.65 quartz sand in matrix, trace fine to medium 17 Shell: 0%, Fines (#200) - 93,89 (MH) sand -sized shells in matrix, trace organic silt N in matrix, medium plasticity, soft, very dark greenish gray (5GY-3/1), (CH). -7.1 2.1 Organic CLAY; mostly organic clay, little organic silt and wood fragments in matrix, -7.9 2.9 low plasticity,soft black 10YR-2/1 OL Sandy CLAY; mostly inorganic Gay, little fine to medium quartz sand in matrix and burrows, few fine sand to coarse gravel -sized shells in matrix and burrows, low plasticity, -9.3 q,3 soft, bioturbated, dark greenish graJ 10Y-4/1 CL . Poorly graded SAND with clay, mo medium quartz sand, some fine sand gravel -sized shells in matrix, few inoGay in matrix, few coarse sand to gravel -sized quartz and phosphate in loose dark gray5Y-4/1 SP-SC End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 IN —5 m —15 0 1 P K, CI 5 5 7 k] RECEIVED 1OU OCT 31 2019 DCM-MHD CITY DC-05 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -2.3 Bottom Elev. (ft MLW): -10.6 Notes: - Photo Mosaic Image Photo Scale in Feet ASH E �yA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 Boring Designation DC-05 DRILLING LOG CLIENT PROJECT OTMER I SHEET 1 Moffatt & Nichol Carteret County, North Carolina of 1 SHEETS 1. PROJECT S. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMBIATUM HORIZONTAL ' VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF OMLL Q AUTO HAMMER DC-05 X = 2,583,166 Y = 348,082 Q MANUAL HAMMER 3. DRILLING AGENCY ' CONTRACTOR FILE NO. DISTURBED UNDISTURBED (Up) Athena Technologies, Inc. 12. TOTAL SAMPLES 4 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 5.2 Ft, S. DIRECTION OF BORING DIKL FROM BEARING ) STARTED COMPLETED ® VERTICAL WRTIM Q INCLINED 15. DATE BORING 01-22-19 09:33 i 01-22-19 6. THICKNESS OF OWMURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -2.3 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 FL 17. TOTAL RECOVERY FOR BORING 8.3 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 9.0 FL A. Freeze CV. SEAL! D CLASSIFICATION OF MATERIALS REC. A OA Kt REMARKS lM) IN) W DAPI m0 NPVBtl... baaetl on m......e value. $" -2.3 0.0 ayey ; mostly fine quartz san , some Sample - Depth= -2.9 0.6 organic day in matrix, few fine to coarse sand -sized shells in matrix, loose, black rn Mean (mm): 0.23, Phi Sorting: 1.37 Shell: 6%, Fines (#200) - 35.82 (SM) a -3.5 1.2 5Y-2.5I1 SC . rn Sample #S-2, Depth = 0.6' - 1.2' Poorly graded AN with IL ;mostly ne quartz sand, few organic silt in matrix and Mean (mm): 0.19, Phi Sorting: 1.03 burrows, few organic day in matrix, loose, 1.1 Shell: 3%, Fines (#200) - 9.61 (SPSM) black 10YR-211 SP-SM . Sample #S-3, Depth = 1.2' - 3.0' Poorly graded with at t; most y ne quartz sand, few inorganic Gay in matrix and Mean (mm): 0.13, Phi Sorting: 0.64 -5.3 3.0 burrows, trace organic silt in burrows Shell: 2%, Fines (#200) - 10.01 (SP-SM) between 1.2-2.1', trace fine to coarse Y Sample #S4, Depth = 3.0'- 3.9' -6 2 19 sand -sized shells in matrix, loose, bioturbated, greenish gray (10Y-511), In Mean (mm): 0.17, Phi Sorting: 1.00 Shell: 8%, Fines (#200) - 44.90 ISM) SP-SC . Clayey AND; mostly Ine quartz sand, some inorganic day in matrix, burrows, and layers, few fine to coarse sand -sized shells in matrix, loose, bioturbated, dark gray $.2 5.9 SY411 (SC). Fat CLAY; mostly inorganic day, trace fine sand to fine gravel -sized shells in matrix, trace fine quartz sand in burrows, medium lasbd soft dark re 5Y411 CH . Clayey ; mostly fine to medium quartz sand, little fine sand to coarse gravel -sized shells in matrix, little inorganic day in matrix, •: (., few coarse sand to fine gravel -sized quartz -10.6 8.3 and phosphate in matrix, loose, very dark re 5Y-3I1 (SC). j Poorly graded ; mostly tine quartz sand, trace fine to coarse sand -sized shells in matrix and laminations, loose, subangular, i re 5Y-611 SP . I I i i i i End of Boring i 1 i i 1 I i SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 _5 10 '5 �.' 1' 1 •'b t' � IwA. DC-06: Photograph of the sediment which spilled out of the sample barrel while opening the core. RECEIVED OCT 31 2019 DCM-MHD CITY 1293 Graham Farts Road, PO Box 68 McClellanville, South Carolina 29458 HE (843) 887-3800 TE HN L IE .IN v .athenatechnologie5.com Boring Designation DC-06 CLIENT PROJECT OWNER SHEET 1 DRILLING LOG I Moffatt & Nichol Carteret Count North Carolina of t SHEETS 1. PROJECT S. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW Z. BORING DESIGNATION LOCATION COORDINATES It. MANUFACTURERS DESIGNATION OF DRILL Q AUTO HAMMER DC-06 X = 2,583,719 Y = 346.371 0 MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc 11. TOTAL SAMPLES 1 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 6.2 Ft. S. DIRECTION OF BORING DEG. FROM BEARING STARTED 'COMPLETED ® VERTICAL 'VERTICAL INCLINED 0I 15. DATE BORING 01-22-19 09.55 01-22-19 S. THICKNESS OF OVERBURDEN O.O Ft, 16. ELEVATION TOP OF BORING A.1 Ft, T. DEPTH DRILLED INTO ROCK 0.0 FL 17. TOTAL RECOVERY FOR BORING 6.5 Ft, 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 8.0 Ft. A. Freeze D wW Dn ELEV. SCALE W CLASSIFICATION OF MATERIALS REMARKS IN) IN) w Depths and elevations based on measured values RI C. O` -4.1 0.0 BM N Sample #S-1, Depth= ' Mean (mm). 0.17, Phi Sorting: 1 A 0 Shell: 0%, Fines (#200) - 25.79 (SM) Silty SAND; mostly fine to medium quartz sand, some inorganic silt, very loose, sediment is aqueous in nature - core photo not available, very dark greenish gray (5GY-3/1), (SM). -10.611 6.5 End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 —15 5 7 DC-07 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -3.8 Bottom Elev. (ft MLW): -11.4 Notes: - Photo Mosaic Image - Photo Scale in Feet 40# A4THEMAk TECHNOLOGIES, INC. RECEIVED Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 OCT 31 2019 www.athenatechnologies.com 10 (843)887-3800 DCf1A-MHD CITY Boring Designation DC-07 DRILLING LOG CLIENT PROJECT OMEN I SHEET 1 Moffatt & Nichol Carteret County, North Carolina of 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF NOT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW Z. BORING DESIGNATION I LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER DC-07 1 X = 2,584,465 Y = 346,157 C-] MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO, DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES t 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BORES P. McClellan 14. WATER DEPTH 6.0 Ft. 5. DIRECTION OF BORING i DEG. FROM BEARING STARTED COMPLETED ® VERTICAL VERTICAL INCLINED i 15. DATE BORING 01-22-19 10:27 i 01-22-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -3.8 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 7.6 Ft. 16. SIGNATURE AND TITLE OF INSPECTOR B. TOTAL DEPTH OF BORING &0 Ft. A. Freeze ! E D W CLASSIFICATION OF MATERIALS % REC. CW Kf REMARKS (R) (R) W Depths and elevations based an measured values Ot -3.8 0.0 BM Poody graded SAND; mostly fine quartz Sample #S-1, Depth = 0.0'- 3.2' sand, trace inorganic day in matrix, burrows, Mean (mm): 0,15. Phi Sorting: 0.41 and laminations, trace fine to medium Shell: 2%, Fines (#200) - 3.50 (SP) sand -sized shells in matrix, loose, y subangular, bioturbated, olive gray (5Y-5/2), (SP). -7.0 3.2 Clayey ; mostly fine quartz sand, some inorganic day in matrix, burrows, laminations, and layers, trace wood -8.1 4.3 fragments in laminations, loose, bioturbated, ve dark or,5Y-3/1 (SC). Poorly graded SAND; mostly fine quartz sand, trace inorganic day in matrix, burrows, and in layer at 7.2-7.3', trace coarse sand -sized quartz in matrix, loose, subangular, bioturbated, color grades to light olive gray (5Y 6/2) from, greenish gray (10Y-6/1), (SP). -11.4 7 6 End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 10 -15 U l K J 2 5 61 �� 7 u 10 DC-08 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -5.7 Bottom Elev. (ft MLW): -13.2 Notes: - Photo Mosaic Image - Photo Scale in Feet A� H E IyA TECHNOLOGIES, INC. RECEIVED Athena Technologies, Inc. 1293 Graham Farm Road OCT 31 2019 McClellanville, SC 29458 www.athenatechnologies.com 0CM-MHD CITY (843) 887-3800 Boring Designation DC-08 DRILLING LOG CLIENT PROJECT OWNER I SHEET 1 Moffatt & Nichol Carteret Count North Carolina of 1 SNEETS 1. PROJECT B. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW Z. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF BRILL Q AUTO HAMMER DC-08 X = 2,584,810 Y = 345,225 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (Up) Athena Technologies, Inc. 12. TOTAL SAMPLES 1 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 7.9 Ft, 5. DIRECTION OF BORING i DEG. FROM BEARING 'STARTED 'COMPLETED ® VERTICAL 'VERTICAL � INCLINED 1S. DATE BORING 01-22-19 10.46 I 01-22-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -5.7 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 7.5 Ft, 18. SIGNATURE AND TITLE OF INSPECTOR B. TOTAL DEPTH OF BORING 8.0 Ft. A. Freeze OA ELEV. SCALE uZi CLASSIFICATION OF MATERIALS REMARKS IN) (H) O Dcpths and based Pn m.Pau..d values REC. 06 -5.7 0.0 en Poorly graded ; mostly me quartz Sample # -1, Depth = .0' - 1ff sand, trace fine sand to coarse gravel -sized N Mean (mm): 0.18, Phi Sorting: 1.05 1.0 shells in matrix, trace inorganic silt in matrix, Shell: 6%, Fines (#200) - 2.25 (SP) -6.7 loose suban ular olive ra 5Y-4/2 SP . Poorly graded SAND with silt, mostly fine -7.3 1.6 quartz sand, few inorganic silt in matrix, trace -7 8 21 fine sand to coarse gravel -sized shells in matrix, loose, bioturbated, dark olive gray 5Y-3/2 SP-SM Poorly graded SAND vnth silt, mostly fine quartz sand, few organic silt in matrix, trace inorganic clay in matrix, loose, bioturbated, black 10YR-211 SP-SM . Poorly graded SAND, mostly fine quartz sand, trace organic silt in matrix, trace inorganic clay as rip -ups between 2.7-3.3', loose, subangular, color grades to grayish olive (10Y 5/2) from, very dark grayish brown (2.5Y-3/2), (SP). -13.2 Z5 End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 -5 m -15 0 1 K 3 EA 5 '.1 W DC-09 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft Ilil -3.5 Bottom Elev. (ft Pill -12.0 Notes: - Photo Mosaic Image - Photo Scale in Feet E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. RECEIVED 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com OCT 31 2019 (843) 887-3800 DCM-MHD CITY Boring Designation DC-09 DRILLING LOG culNT PROJECT OWNER axcer 1 Moffatt & Nichol Carteret County, North Carolina GF 1 SHEETS 1. PROJECT S. SIZEANDTTPEOFBIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW Z. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER DC-09 X = 2,584,602 Y = 344,327 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. I DISTURBED UNDISTURBED (UO) Athena Technologies, Inc. 12. TOTAL SAMPLES 3 & NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 5.6 Ft. S. DIRECTION OF BORING DSO. PROM 1 REARING : STARTED COMPLETED ® VERTICAL ' VERrICAL I � INCLINED 15. DATE BORING i 01-22-19 11:00 i 01-22-19 S. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -3.5 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 8.5 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 6. TOTAL DEPTH OF BORING 10.0 Ft. A. Freeze ERLEV. SCALE D W CLASSIFICATION OF MATERIALS KW Yf REMARKS (R) (11) W Depths antl �I.vAtie.. be." pn... side" REC. '^ -3.5 0.0 0o y graded ; mostly me to medium Sample - Depth= - -4.0 0.5 quartz sand, few fine sand to coarse Mean (mm): 0.51, Phi Sorting: 2.13 gravel -sized shells in matrix, loose. Shell: 29%, Fines #200 2.74 SP ( ) ( ) suban ular olive gray5Y-5/2 SP . cb layey SAND; mostly fine to medium quartz Sample #S-2, Depth = 0.5' - 1.6' -5.1 1.6 sand, little inorganic Gay in matrix, little fine Mean (mm): 0.90, Phi Sorting: 2.97 sand to coarse gravel -sized shells in matrix, Shell: 37%, Fines (#200) - 27.14 (SM) loose, very dark greenish gray (5GY-3/1), n (b Sample #S-3, Depth = 1.6'- 2.7' -6.2 2.7 SC . Mean (mm): 0.14, Phi Sorting: 0.69 Clayey ;mostly Ine quartz sand, little inorganic day in matrix, burrows, and layers, Shell: 4%, Fines (#200) - 24.09 (SM) trace fine sand to fine gravel -sized shells in matrix, loose, bioturbated, very dark greenish re 5GY-3/1 (SC). Poorly graded AND with clay; mostly fine quartz sand, few inorganic clay in matrix, -8.5 5.0 burrows, and laminations, trace fine to coarse sand -sized shells in matrix, loose, bioturbated, color afiemates between dark ' gray (5Y 411) and, very dark SP-SC Poorly grade D; mostly me quartz sand, trace inorganic clay in burrows (primarily between 5.0-7.0'), trace organic silt in burrows, loose, subangular, color grades to light olive brown (2.5YR 513) from, very dark grayish brown (10YR-312), (SP). -12.0 8.5 End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 10 15 r.� i E K n 5 5 L 7 ['J 10 RECEIVED OCT 31 2019 DCM-MHD CITY OFC-01 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -8.1 Bottom Elev. (ft MLW): -15.5 Notes: - Photo Mosaic Image - Photo Scale in Feet ASH E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 Boring Designation OFC-01 DRILLING LOG CLIENT PROJECT OWNER SHEET 1 Moffatt & Nichol Carteret County, North Carolina OF 1 SHEETS 1. PROJECT 6. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COOROINATE SYSTEMIDATUM :HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane : NAD 1983 I MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL 0 AUTO HAMMER OFC-01 X = 2,587,674 Y = 340,669 [_]MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 1 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan tq. WATER DEPTH 9.2 Ft. 5. DIRECTION OF BORING , DEG. FROM BEARING :STARTED COMPLETED ® VERTICAL VERTICAL O INCLINED 1s. DATE BORING I 01-22-19 14:23 I 01-22-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -8A Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 7.4 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 9.0 Ft. A. Freeze ELEV. SCALE z CLASSIFICATION OF MATERIALS Oy IRlMARIQ (N) IN) W Dapthe and .[oration. based an musprad values REC. CS 8A 00 mm Sandy CLAY; mostly inorganic Gay, little fine Sample #S-1, Depth = 0.0'- 2.4' quartz sand in matrix and in lamination at Mean (mm): 0.12, Phi Sorting: 0.58 0.3', trace fine sand -sized shells in matrix, Shell: 0%, Fines (#200) - 73.62 (MH) trace wood fragments and organic silt in rn matrix, coarse gravel -sized shell at 0.7', medium plasticity, soft, very dark greenish gray (5GY-3/1), (CH). -10.51 2A Poorly graded AND; mostly fine quartz sand, trace inorganic clay as rip -up at 2.4-2.5', trace organic and inorganic silt in burrows and laminations, trace fine to coarse -11.9 3.8 sand -sized shells in matrix, loose, suban ular ra 5Y-5/1 SP . -12.2 4.1 Poorly graded A K1t sl t mostly me mm quartz sand, few organic and inorganic silt in matrix, few fine sand to fine gravel -sized shells in matrix, loose, olive gray (5Y-4/2), SP-SM . -13.9 5.8 Poorly graded N ; mostly rune quartz sand, trace inorganic sill in burrows, trace -14.6 6.5 fine sand -sized shells in matrix, loose, suban ular gray (5Y-6/1),SP . Poorly graded SAND with silt; mostly fine -15.5 7.4 1 quartz sand, few inorganic silt in matrix and burrows, few fine sand to coarse gravel -sized shells in matrix, loose, olive gray (5Y-4/2), SP-SM . Poorly graded ; mostly Ime quartz sand, trace inorganic silt in occasional burrows, trace fine sand -sized shells in matrix, loose, subangular, gray (5Y-6/1), SP. End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 -0 -5 m IiM7 E 3 FA k, 101 7 OFC-02 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -3.4 Bottom Elev. (ft MLW): -11.5 Notes: - Photo Mosaic Image - Photo Scale in Feet TECHNOLOGIES, INC. Athena Technologies, Inc. RECEIVED 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com 5 10 OCT 31 2019 (843) 887-3800 D CITY Boring Designation OFC-02 DRILLING LOG cL1ENr PROJECT OWNER SHEET 1 Moffatt &Nichol Carteret Coun , North Carolina OF 1 SHEETS 1. PROJECT 9. SI2E AND TYPE OF SIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE STSTEMIOATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'SDESIGNATION OF DRILL Q AUTO HAMMER OFC-02 1 X = 2,587,434 Y = 341, 135 0 MANUAL HAMMER J. DRILLING AGENCY ' CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 3 4, NAM! OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 4.6 Fl. 5. DIRECTION OF BORING , Sao. FROM BEARING STARTED COMPLETED ® VERTICAL VERTICAL Q INCLINED 15. DATE BORING i 01-22-19 14:10 i 01-22-19 S. TNICKNESS OF OVERBURDEN 0.0 Ft. 19. ELEVATION TOP OF BORING -3.4 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 8.1 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 9.0 Ft. A. Freeze ILEV. EfiµE D F=i CLASSIFICATION OF MATERIALS ye RIG. MM O REM ARKS Ertl 1N y Depths and slovations "sod on measured values S -3.4 0.0 M Clayey SAND; mostly fine to medium quartz Sample #S-1, Depth = 0.0'- 2.2' sand, little inorganic Gay in matrix, burrows, Mean (mm): 0.17, Phi Sorting: 0.89 and layers, few organic silt in matrix, trace Shell: 4%, Fines (#200) - 25.81 (SM) fine sand to coarse gravel -sized shells in rn matrix, loose, color grades to black (5Y 2.511) from, dark olive gray (5Y-3/2), (SC). -5.6 2.2 Sample #S-2, Depth = 2.2' - 4.4' d ly graded SAND; mostly fine to medium Poor Mean (mm): 0.18, Phi Sorting: 0.36 quartz sand, trace inorganic and organic sill kv Shell: 0%, Fines (#200) - 1.25 (SP) in burrows, trace fine sand -sized shells in y matrix, loose, subangular, gray (5Y-6/1), • (SP). Sample #S-3, Depth = 4.4' - 5.0' -7.8 4.4 Mean (mm): 0.65, Phi Sorting: 2.31 Shell: 38%, Fines (#200) - 1.73 (SP) Poorly graded mostly fine to me ium m -8.4 5.0 quartz sand, few fine sand to coarse gravel -sized shells in matrix, trace coarse rb sand -sized quartz and phosphate in matrix, -9.2 5.8 loose suban ular gray5Y-6/1 SP . Poody gaded AND; mostly nne quartz sand, trace organic and inorganic clay in burrows and laminations, trace fine to medium sand -sized shells in matrix, loose, suban ular gray (5Y-6/1),SP . Fat Y; mostly inorganic clay, trace fine quartz sand in matrix and in occasional -11.5 8.1 burrows, trace fine sand to coarse gravel -sized shells in matrix (primarily between 7.1-8.1'), medium plasticity, soft, very dark greenish gray (5GY-3/1),(CH). End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 10 15 5 5 L 7 E 10 10 11 12 13 OFC-03 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top EIev. (ft MLW): -2.4 Bottom Elev. (ft MLW): -15.0 Notes: - Photo Mosaic Image - Photo Scale in Feet 14 ANT HEr% A TECHNOLOGIES, INC. RECEIVEDAthena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 OCT 31 20%rw.athenatechnologies.com 15 DC(843)887-3800 f1d-IUHD CITY Boring Designation OFC-03 DRILLING LOG CLIENT PROJECT OWN ER SHEET 1 Moffatt , Nichol Carteret Coun , North Carolina OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW Z. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER OFC-03 X = 2,587,483 Y = 341,674 Q MANUAL HAMMER S. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. I 1:. rOTAL sAMPL[B 1 3 0. NAM! OF DRILLER 1S. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 3.5 Ft. S. DIRECTION OF BORING , DEG. FROM , BEARING STARTED 1 COMPLETED ® VERTICAL 1 VERTICAL Q INCLINED i i 15. DATE BORING i 01-22-19 13:57 i 01-22-19 S. THICIV/ESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -2.4 Ft. T. DEPTH DRILLED INTO ROCK 0.0 FL 17. TOTAL RECOVERY FOR BORING 12.6 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR B. TOTAL DEPTH OF BORING 14.0 Ft. A. Freeze Er. D ALE eZi CLASSIFICATION OF MATERIALS �R) % Ky X REMARKS (Iq W Depths and elevations based on measured values REC. O -2.4 0.0 mn Sample #S-1, Depth = 0.0' - 3.2' Poorly Poo y graded SAND; mostly fine quartz Mean (mm): 0.13. Phi Sorting: 0.39 sand, few fine to medium sand -sized shells Shell: 5%, Fines (#200) - 3.97 (SP) . in matrix, trace inorganic day in burrows and y . laminations, loose, subangular, olive gray (5Y-5/2), (SP). -5.6 3.2 Sample #S-2, Depth = 3.2' -g: Clayey SAND; most) fine quartz sand, little y y y q Mean (mm): 0.12, Phi Sorting: 0.43 0 inorganic day in matrix, burrows, N Shell: 4%, Fines (#200) - 14.98 ISM) laminations, and layers, trace fine to coarse rn sand -sized shells in matrix, loose, -7.3 4.9 bioturbated, dark olive gray (5Y-3/2), (SC). Sample #S-3, Depth = 4.9' - 7.5' Clayey SAND; mostly fine to medium quartz sand, little inorganic day in matrix, burrows, Mean (mm): 0.22, Phi Sorting: 1.21 and layers, few fine sand to coarse m Shell: 11%, Fines (#200) - 20.57 (SM) gravel -sized shells in matrix and layers, rn loose, bioturbated, color alternates between very dark greenish gray (IOY 3/1) and, very dark gray (5Y-3li), -9.9 7.5 Fat LAY; mostly Inorganic clay, few fine quartz sand in matrix, few fine sand to -10.8 8.4 coarse gravel -sized shells in matrix, medium plasticity, soft, very dark greenish gray SGY-3/1 CH . Clayey SAND; mostly fine quartz sand, little inorganic day in matrix, burrows, laminations, and layers, trace fine to coarse sand -sized shells in matrix, loose, very dark greenish gray (1 OY-3/1), (SC). -13.9 11.5 Poody graded SAND with day; mostly fine quartz sand, few inorganic day in matrix and burrows, trace fine to coarse sand -sized -15.0 12.6 shells in matrix, loose, olive gray (SY-4/2), SP-SC . End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 -0 10 -15 2 3 N 5 5 7 0 10 RECEIVED OCT 31 2019 DCM-MHD CITY OFC-04 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -5.6 Bottom Elev. (ft MLW): -14.3 Notes: - Photo Mosaic Image - Photo Scale in Feet A'�H E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 Boring Designation OFC-04 CLIENT PROJECT OWNER SHEET 1 DRILLING LOG I Moffatt & Nichol Carteret County, North Carolina of 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM :HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane I NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL I] AUTO HAMMER OFC-04 X = 2,587,203 Y = 342,102 C3 MANUAL HAMMER 0. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES Athena Technologies, Inc. 1 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 6.8 Ft. S. DIRECTION OF BORING i DEG. FROM BEARING :STARTED COMPLETED ® VERTICAL VERTICAL (] INCLINED 15. DATE BORING 01-22-19 13:42 01-22-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 15. ELEVATION TOP OF BORING -5.6 Ft. T. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 8.7 Ft, 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 10.0 Ft. A. Freeze D K� OP. ELEV. SCALE uZi CLASSIFICATION OF MATERIALS % REMARKS (k) (R) W Depths and elevations based on measured values REC. G` -5.6 0.0 Rn s Poorly graded SAND with clay; mostly fine quartz sand, few inorganic clay in matrix, .j, burrows, and laminations, trace fine sand to r fine gravel -sized shells in matrix, loose, bioturbated, color grades to gray (5Y 511) ¢ from, olive gray (5Y-5/2), (SP-SC). -8.1 2,5 ' Sample #S-1, Depth = 0.0' - 8.1' Mean (mm) 0.15, Phi Sorting: 0.78 Shell: 6%, Fines (#200) - 22.91 ISM) Clayey SAND, mostly fine quartz sand, some inorganic clay in matrix, burrows, laminations, and layers, few fine sand to coarse gravel -sized shells in matrix (primarily between 5.6-7.0'), loose, bioturbated, very dark greenish gray (10Y-3/1), (SC). -13,9 8.3 -14.3 8.7 Poorly graded SAND with clay; mostly fine quartz sand, few inorganic clay in matrix and burrows, trace fine to coarse sand -sized shells in matrix, loose, bioturbated, olive gray 5Y-5/2), (SP-SC). End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 a -5 1l 15 0 1 �I 61 N 7 E 10 OFC-05 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -5.1 Bottom Elev. (ft MLW): -11.5 Notes: - Photo Mosaic Image - Photo Scale in Feet A'HEIyA TECHNOLOGIES, INC. RECEIVED Athena Technologies, Inc. 1293 Graham Farm Road OCT 31 2�I9 Mcclellanville, SC 29458 www.athenatechnologies.com DCM-MHD CITY (843) 887-3800 Borinq Designation OFC-05 CLIENT PROJECT OWNER SHEET 1 DRILLING LOG Moffatt & Nichol Carteret Count North Carolina OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC Stale Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER OFC-05 X = 2,587,116 Y = 342,896 l] MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES I 1 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 6.0 FF S. DIRECTION OF BORING i DEG. FROM i BEARING :STARTED COMPLETED ® VERTICAL VERTICAL Q INCLINED 15. DATE BORING 01-22-19 14.42 01-22-19 6. THICKNESS OF OVERBURDEN 0,0 FL 16. ELEVATION TOP OF BORING -5.1 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 6 4 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 7.0 Ft. A Freeze D W. DIL ELEV. SCALE w CLASSIFICATION OF MATERIALS / KE REMARKS IN) IN) W DPp1HF and alevationS based Pn measurotl values REC. -5.1 0.0 '0jn Poorly graded SAND; mostly fine quartz Sample #S-1, Depth = 0.0' - 3.4' sand, few fine to coarse sand -sized shells in Mean (mm). 0.13, Phi Sorting: 0 48 matrix, trace inorganic clay in matrix, — Shell. 7%, Fines (#200) - 4.99 (SP) burrows, and laminations, loose, subangular, N bioturbated, color grades to olive gray (5Y 4/2) from, olive gray (5Y-5/2), (SP). -8.5 3A ". Clayey SAND; mostly fine quartz sand, little inorganic clay in matrix, burrows, and layers, trace fine sand to fine gravel -sized shells in matrix, loose, bioturbated, color alternates between dark olive gray (5Y 3/2) and, very i dark gray (5Y-3/1), (SC). 11.5 6A i i i End of Boring I i i S i i I i i i i SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 -5 m 15 ZI 5 5 L 7 J P] RECEIVED 10" OCT 31 2019 DCM-MHD CITY OFC-06 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -3.7 Bottom Elev. (ft MLW): -10.4 Notes: - Photo Mosaic Image - Photo Scale in Feet A�rHEIyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843)887-3800 Boring Designation OFC-06 DRILLING LOG e"" PROJECT OWNER SHEET 1 Moffatt & Nichol Carteret County, North Carolina OF 1 SHEETS 1. PROJECT S. SIZE AND TYPE OF SIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW Z. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER? DESIGNATION OF DRILL Q AUTO HAMMER OFC-06 I X = 2,586,817 Y = 343,001 0 MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technoloies, Inc. 12. TOTAL SAMPLES 3 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BONES P. McClellan 14. WATER DEPTH 5.1 Ft. S. DIRECTION OF BORING I DEG.FROM I BEMING : STARTED COMPLETED ® VERTICAL VERTICAL 0 INCLINED i 15. DATE BORING 01-22-19 13:19 i 01-22-19 S. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -3.7 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 FL 17. TOTAL RECOVERY FOR BORING 6.7 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR B. TOTAL DEPTH OF BORING 8.0 FL A. Freeze D K� Ew. IE% SWE fR% W CLASSIFICATION OF MATERIALS DePNs and elevations based on measured values % MC. ke O REMARKS -3.7 0.0 i Clayey mostly fine to me wm qua Sample #S-1, Depth = 0.0'- 1.6' sand, little inorganic clay in matrix, burrows, Mean (mm): 0.16, Phi Sorting: 0.86 and layers, few fine sand to coarse m Shell: 7,6, Fines (#200) - 25.66 (SM) gravel -sized shells in matrix, loose, -5.3 1.6 bioturbated, Color grades to very dark gray 5Y 3I1 from dark olive re 5Y-3/2 SC Sample #S-2, Depth = 1.6' - 3.0' P . oody gra e ; most ne tom ium Mean (mm): 0.16, Phi Sorting: 0.43 quartz sand, few fine to medium sand -sized a Shell: 7%, Fines (#200) - 3.49 (SP) shells in matrix, trace inorganic Gay in rb E.7 3.0 burrows and laminations, trace organic sift in laminations, loose, subangular, gray 5Y-511 SP . Clayey SAND; mostly fine to medium quartz Sample #S-3, Depth = 3.0'- 6.2' sand, some inorganic day in matrix, burrows, Mean (mm): 0.19, Phi Sorting: 1.92 and layers, few fine sand to coarse c? Shell: 10%, Fines (#200) - 29.33 (SM) gravel -sized shells in matrix (primarily rn between 5.6-6.2'), loose, bioturbated, very dark gray (5Y-3/1), (SC). -9.9 6.2 Fat ; mostly inorganic ay, w fine -10.4 6.7 quartz sand in matrix, trace fine sand to Coarse gravel -sized shells in matrix, medium plasticity, soft, very dark greenish gray 5GY-311 (CH). End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 -5 10 15 11 0 0 K E 5 5 L 7 �00 :C.iI;EIVED OFC-07 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -1.5 Bottom Elev. (ft MLW): -10.8 OCT 31 2019 10 DCM-MHD CITY Notes: - Photo Mosaic Image - Photo Scale in Feet ��H E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 tdonng uesl nation urt,-ui DRILLING LOG CLIENT PRDJECTOWNER SHEET I Moffatt 8 Nichol Carteret County, North Carolina I OF 1 SHEETS 8. SIZE AND TYPE OF BR 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane : NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO NAMMER OFC-07 X = 2,586,936 Y = 343,601 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. I DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 6 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 2.9 Ft. S. DIRECTION OF BORING i DEG. FROM i BEARING ® VERTICAL VERTICAL STARTED COMPLETED Q INCLINED i 13. DATE BORING 01-22-19 13:07 i 01-22-19 8. 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 9.3 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 10.0 Ft. A. Freeze D K-I DA ELEV. SCAwLE W CLASSIFICATION OF MATERIALS % REMARKS (E (ft) W DepthP a^tl elevations basatl on maaau,Ptl Values It CQ 1L D J DN .�� Poorly graded SAND; mostly fi%quortz sand, fewfne to coarse sand -sized shells in matrix, trace inorganic Gay in burrows, loose, subangular, olive gray (5Y-5/2), (SP). quartz sand, few inorganic clay in matrix, burrows, laminations, and layers, trace fine to medium sand -sized shells in matrix, trace wood fragments and organic sill in laminations, loose, bioturbaled, olive gray sand, little inorganic clay in matrix, burrows, and laminations, trace fine to medium sand -sized shells in matrix, loose, very dark sand, few fine to coarse sand -sized shells in matrix, few inorganic Gay in matrix and burrows, loose, bioturbated, olive gray (5YJ1/2). (SP-SC). Sandy CLAY; mostly inorganic day, some fine to medium quartz sand in matrix and burrows, trace fine sand -sized shells in matrix, medium plasticity, soft, very dark medium quartz sand, few inorganic clay in burrows, laminations, and layers, trace fine sand to coarse gravel -sized shells in matrix, loose, bioturbaled, olive gray (5Y-4/2), SP-SC . Clayey SAND; mostly Ine quartz sand, little inorganic clay in matrix, burrows, laminations, and layers, trace fine sand to fine gravel -sized shells in matrix, loose, bioturbaled ve dark gray5Y-311 (SC). Poorly gra a ND; mostly Tine quartz sand, trace inorganic clay in burrows, loose, suban ular ra 5Y-5/1 (SP). End of Boring FORM 1836 MODIFIED FOR THE FLORIDA DEP Sample #S-1, Depth = 0.0'- 3.0' Mean (mm): 0.17, Phi Sorting: 0.46 Shell: 8%, Fines (#200) - 1.86 (SP) In Sample #S-2, Depth = 3.0'- 4.8' Mean (mm): 0.14, Phi Sorting: 0.44 N Shell: 5%, Fines (#200) - 6.76 (SP-SM) In Sample #S-3, Depth = 4.8' - 5.3' Mean (mm): 0.13, Phi Sorting: 0.54 C1 Shell: 3%, Fines (#200) - 18.71 (SM) N Sample #S-4, Depth = 5.3' - 6.3' y Mean (mm): 0.14, Phi Sorting: 0.39 ul Shell: 8%, Fines (#200) - 7.42 (SP-SM) Sample #S-5, Depth = 6.3' - 6.5' Mean (mm): 0.13, Phi Sorting: 0.47 Icn Shell: 2%, Fines (#200) - 69.85 (MH) Sample #S-6, Depth = 6.5' - 7.4' Mean (mm): 0.16, Phi Sorting: 0.96 Shell: i t %, Fines (#200) - 10.85 (SPSM) 0 5 JUN 02 JUN 04 F 1 F 3 CI 5 N 7 n OFC-08 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina 8 - Top Elev. (ft MLW): -2.9 Bottom Elev. (ft MLW): -12.6 Notes: - Photo Mosaic Image - Photo Scale in Feel 9 AT"e "A TECHNOLOGIES, INC. RECEIVED Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 OCT 31 2019www.athenatechnologies.com 1 0 (843)887-3800 DCM-MHb CITY Boring Designation OFC-08 DRILLING LOG CLIENT PROJECT OWN ER SHEET 1 Moffatt & Nichol Carteret County, North Carolina of 1 SHEETS 1. PROJECT S. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM :HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane I NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL ❑ AUTO HAMMER OFC-08 X = 2,586,593 Y = 344,020 ❑ MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. u. TOTAL SAMPLES 3 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan t4. WATER DEPTH 4.5 FL S. DIRECTION OF BORING , DEG. FROM , BEARING STARTED COMPLETED ® VERTICAL ' VERTICAL ❑ INCLINED 15. DATE BORING i 01-22-19 12:52 i 01-22-19 8. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -2.9 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 FL 17. TOTAL RECOVERY FOR BORING 9.7 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR e. TOTAL DEPTH OF BORING 10.0 Ft. A. Freeze ELEV. SCALE D uZi CLASSIFICATION OF MATERIALS yW Di REMARKS IRI IN) W Depthe and davetione Based on measeod value. REC. G -2.9 0.0 mH _ Poorly graded ; mostly fine quartz sand, trace inorganic Gay in burrows, trace amp e - ep = Mean (mm): 0.13, Phi Sorting: 0.73 fine to medium sand -sized shells in matrix, In Shell: 5%, Fines (#200) - 18.45 (SM) -4.1 1.2 loose suban ular, olive ra 5Y�2 SP . Sample #S-2, Depth = 1.2' - 2.7' Clayey N ; mostly tine to medium quartz sand, little inorganic Gay in matrix, trace fine Mean (mm): 1.57, Phi Sorting: 2.84 sand to fine gravel -sized shells in matrix, N Shell: 47%, Fines (#200) - 21.12 ISM) loose, bioturbated, very dark gray (5Y-3/1), -5.6 2.7 SC . Clayey ; most y ine quartz sand, some fine sand to coarse gravel -sized shells in matrix, little inorganic day in matrix, low Sample #S-3, Depth = 2.7' - 5.3' lastici r soft verydark ra 5Y-3/1 SC. Mean (mm): 0.65, Phi Sorting: 2.57 Clayey D; mostly fine quartz sand, some I? Shell: 25%, Fines (#200) - 37.47 (SM) inorganic day in matrix, little fine sand to fine m gravel -sized shells in matrix, medium to low plasticity, soft, very dark greenish gray -8.2 5.3 (5GY-3/1), (SC). Clayey AND; mostly fine quartz sand, little inorganic day in matrix, burrows, -9.1 1 6.2 laminations, and layers, trace fine to coarse sand -sized shells in matrix, loose, bioturbated dark olive gray (SY-312),(SC). Poody graded bANIJ with day; mostly Tine -10.2 7.3 quartz sand, few inorganic clay in matrix, burrows, and laminations, trace fine to coarse sand -sized shells in matnx, loose, bioturbated, dark olive gray (5Y-3/2), SP-SC . Poorly graded ; mostly fine quartz sand, trace inorganic day in burrows and laminations, trace fine to medium sand -sized -12 6 1 9 7 shells in matrix, loose, subangular, bioturbated dark gray (5Y-4/1).SP . End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 IE -5 nil 15 1 2 3 n 5 5 L 7 0 E 10 RECEIVED OCT 31 2019 OFC-09 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -9.1 Bottom Elev. (ft Ili -17.6 Notes: - Photo Mosaic Image - Photo Scale in Feet -H E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (943) 887-3800 DCM-MHD CITY Boring Designation OFC-09 DRILLING LOG CLIENT PROJECT OWNER SHEET 1 Moffatt & Nichol Carteret County, North Carolina OF 1 SHEETS 1. PROJECT S. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM :HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane : NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER OFC-09 X = 2,586,643 Y = 344,549 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 0 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 10.8 Ft. 5. DIRECTION OF BORING DEG. FROM BEARING :STARTED COMPLETED ® VERTICAL 'VERTICAL � INCLINED 15. DATE BORING � 01-22-19 12:37 01-22-19 S. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING 41 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 8.5 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 10.0 Ft. A. Freeze D BM Oi ELEV. IN) SCALE uZi CLASSIFICATION OF MATERIALS IN) REMARKS m D.ptha and �IaaHpns ba.P4 Pn mo...,.d •Slu.s REC. Ge -9.1 0.0 BM Clayey SAND, mostly fine quartz sand, some inorganic clay in matrix and layers, loose, bioturbated, very dark gray (5Y-3/1), (SC). -10.5 1.4 Poorly graded SAND, mostly fine quartz sand, trace inorganic clay in burrows, laminations, and layers (primarily between 2.2-2.6' and 3.5-37), trace fine sand to fine gravel -sized shells in matrix, loose, subangular, color grades to gray (5Y 5/1) from, dark gray (5YA/1), (SP). -14.0 4.9 Poorly graded SAND with Gay, mostly fine to -14.6 5.5 medium quartz sand, few fine sand to fine gravel -sized shells in marx, few inorganic clay in matrix, loose, dark gray (5YA/1), SP-SC Sandy CLAY; mostly inorganic clay, some fine quartz sand in matrix and burrows, trace fine sand to coarse gravel -sized shells in -16.5 74 matrix, low plasticity, soft, very dark greenish gray 5GY-3/1 CL . Poorly graded SAND with clay: mostly fine -17.6 1 8.5 quartz sand, few inorganic clay in burrows, few organic silt in burrows and matrix, loose, bioturbated, color alternates between very dark greenish gray (5GY 3/1) and, very dark brown 10YR-2/2 SP-SC End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 5 5 U 1 2 3 9 5 5 L 7 N J 10 RECEIVED OCT 31 2019 OFC-10 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -6.9 Bottom Elev. (ft MLW): -16.5 Notes: - Photo Mosaic Image - Photo Scale in Feet ::1 4* AT H E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 0CM-MHD CITY Boring Designation OFC-10 DRILLING LOG CLIENT PROJECT OWNER BNEET 1 Moffatt & Nichol Carteret County, North Carolina OF 1 SHEETS 1. PROJECT S. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 I MLW 2. BORING DESIGNATION i LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO MANNER OFC-10 X = 2,586,353 Y = 344,985 0 M %NuAL wwMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED i UNDISTURBED (U0) Athena Technologies, Inc. ; 12. TOTAL SAMPLES ' 1 & NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 8.7 Ft. S. DIRECTION OF BORING I DEG, FROM , BEARING :STARTED I COMPLETED ® VERTICAL KCAL � INCLINED ' 15. DATE BORING i 01-22-19 12:12 i 01-22-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -6.9 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 9.6 Ft. .0. SIGNATURE AND TITLE OF INSPECTOR B. TOTAL DEPTH OF BORING 10.0 Ft. A. Freeze gx1r. D BCAL! Y CLASSIFICATION OF MATERIALS % MM XA REMARKS lRl lR1 DaPNF and olovatioaa Waod on measured values SEC. 21 6.9 0.0 Sandy ; mosty inorganlc ay, Ilte tine Sample#S-1, Depth =0.0'-1.4' quartz sand in matrix and burrows, trace fine Mean (mm): 0.10, Phi Sorting: 0.50 to coarse sand -sized shells in matrix, trace rn Shell: 1 %, Fines (#200) - 74.86 (RAH) organic silt in matrix, medium plasticity, soft, -8.3 1.4 verydark gray5Y-311 (CH). Poorly graded SAND with day, mostly fine quartz sand, few inorganic clay in matrix, burrows, and laminations, trace fine sand to coarse gravel -sized shells in matrix, loose, -9.9 3.0 bioturbated, gray (5Y-511), (SPSC). Clayey SAND; mostly fine quartz sand, little inorganic day in matrix, burrows, laminations, and layers, trace fine sand to Coarse gravel -sized shells in matrix (primarily between 3.Od.8'), loose, bioturbated, dark olive gray (5Y-312), (SC). -14.4 7.5 Poorly graded SAND with day; mostly fine quartz sand, few inorganic day in matrix, burrows, and laminations, trace fine to coarse sand -sized shells in matrix (primarily between 9.0-9.6'), loose, bioturbated, sand size increases at 9.0', olive gray (5Yd12), -16.5 9.6 (SPSC). End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 -10 -15 0 I 3 5 5 No VA J W OFC-11 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -9.1 Bottom Elev. (ft MLW): -15.9 Notes: Photo Mosaic Image - Photo Scale in Feet jo&THENA TECHNOLOGIES, INC. RECEIVED Athena Technologies, Inc. 1293 Graham Farm Road OCT 31 2019 McClellanville, SC 29458 www.athenatechnologies.com DCM-MHD CITY (843) 887-3800 Boring Designation OFC-11 DRILLING LOG CLIENT PROJECT OWN ER I SNEET 1 Moffatt & Nichol Carteret County. North Carolina of 1 SHEETS 1. PROJECT B. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER OFC-11 I X = 2,586,347 Y = 345,501 (] MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 0 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 11 A FL S. DIRECTION OF BORING DEG. FROM BEAKING STARTED COMPLETED ® VERTICAL VERTICAL Q INCLINED 15. DATE BORING 01-22-19 11'.57 01-22-19 8. THICKNESS OF OVERBURDEN 0.0 Ft 16. ELEVATION TOP OF BORING -9.1 Ft. T. DEPTH DRILLED INTO ROCK 0.0 FL 17. TOTAL RECOVERY FOR BORING 6.8 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 8,0 FL A. Freeze D aJ D4 ELEV. SCALE w CLASSIFICATION OF MATERIALS REMARKS (K) (H) W DoplM1a mtl olovationa 4aaetl on muauotl wluo REC. C< -9.1 0.0 1 BR Poorly gra a with clay; mostlyline quartz sand, few inorganic clay in matrix and burrows loose olive gray (5Y-5/2),SP-SC . Sandy CLAY; mostly inorganic clay, some -10.6 1.5 fine quartz sand in matrix and burrows, trace fine to coarse sand -sized shells in matrix, low laslici soft black SY-2.512 CL . Poorly graded SAND with clay; mostly fine quartz sand, few inorganic clay in matrix, burrows, laminations, and layers, trace fine to coarse sand -sized shells in layer between 1.9-2.2% loose, bioturbated, olive gray (5Y-4/2), (SP-SC). -15.9 6 8 End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 W, 10 15 K I✓ E 0 7 �411 N RECEIVED OCT 31 2019 10 DCM-MHD CITY OFC-1 Moffatt & Ni( Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -5.4 Bottom Elev. (ft MLW): -11.2 Notes: - Photo Mosaic Image - Photo Scale in Feet ATHENA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843)887-3800 Boring Designation OFC-12 CLIENT PROJECT OWNER SHEET 1 DRILLING LOG Moffatt & Nichol Carteret County, North Carolina OF 1 SHEETS 1. PROJECT S. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEM/DATUM i HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane I NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER OFC-12 X = 2,586,092 Y = 345,937 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED ' UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 2 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 7 4 Ft. 5. DIRECTION OF BORING DEG. FROM BEARING 'STARTED iCOMPLETED ® VERTICAL VERTICAL I] INCLINED 1S. DATE BORING I 01-22-19 11 43 I 01-22-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -5.4 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 FL 17. TOTAL RECOVERY FOR BORING 5.8 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR B. TOTAL DEPTH OF BORING 7.0 Ft. A. Freeze O K� On E SCALE m CLASSIFICATION OF MATERIALS REMARKS (ft) IRI (R) W DeP1ba and elevations baaatl on measured values REC. CG -5A 0.0 1°N Clayey SAND, mostly fine to medium quartz Sample #S-1, Depth = Off- 2.5' sand, some inorganic clay in matrix, trace Mean (mm): 0.14, Phi Sorting: 0.87 fine to coarse sand -sized shells in matrix, Shell: 4%, Fines (#200) - 44.02 (SM) trace organic silt in matrix, burrows, and laminations, medium plasticity, soft, black (5Y-2.5/1), (CL). -7.9 2.5 Sample #S-2, Depth = 2.5' - 5.8' Poorly graded SAND with clay, mostly fine Mean (mm): 0.11, Phi Sorting: 0.47 quartz sand, few inorganic clay in burrows, I„ Shell. 0%, Fines (#200) - 10.42 (SP-SM) trace organic silt in burrows (primarily N between 2.5-3.8'), loose, bioturbated, (10Y-5/2),(SP-SC). -11.2 5.8 End of Boring SAJ FORM 1636 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 W, Ht! F1167 1 2 3 E 5 5 7 RECEIVED OCT 31 2019 1 H!)CM-MHD CITY OFC-13 Moffatt & Nichol Deer Creek & Old Ferry Channel, Carteret County Navigation Project, North Carolina Top Elev. (ft MLW): -5.1 Bottom Elev. (ft MLW): -13.4 Notes: - Photo Mosaic Image - Photo Scale in Feet HEr Athena Technologies, Inc., 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 Boring Designation OFC-13 DRILLING LOG CLIENT PROJECT OWNER SMEET 1 Moffatt & Nichol Carteret County, North Carolina OF 1 SHEETS 1. PROJECT S. SIZE AND TYPE OF BIT 3.0 In. Deer Creek and Old Ferry Channel 10. COORDINATE SYSTEMMATUM HORIZONTAL VERTICAL Carteret County Navigation Project, North Carolina NC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF BRILL Q AUTO HAMMER OFC-13 X = 2,586,031 Y = 346,326 Q MANUAL HAMMER 2. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 1 3 C. NAMC OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 7.2 Ft. S. DIRECTION OF BORING ;DEG. FROM 1 DRAPING STARTED i COMPLETED ® VERTICAL VERTICAL Q INCLINED i 15. DATE BORING i 01-22-1911:23i 01-22-19 S. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING -5.1 Ft. T. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 8.3 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR S. TOTAL DEPTH OF BORING 10.0 Ft. A. Freeze CLly. Sc L! D m CLASSIFICATION OF MATERIALS % REC. Bd A REMARKS (R) (�) W Depths and elevations based on msasurotl valuss e -5.1 0.0 i Clayey ; mostly fine quartz sand, little Sample #S-1, Depth= - . inorganic Gay in matrix, burrows, and layers, Mean (mm): 0.14, Phi Sorting: 0.56 trace fine to medium sand -sized shells in Shell: 2%, Fines (#200) - 24.26 (SM) -6.3 1.2 matrix, loose, bioturbated, black (5Y-2.511), SC. Sample #S-2, Depth = 1.2' - 2.4' a Mean (mm): 0.15, Phi Sorting: 0.60 0o y graded AND with day; mostly ne quartz sand, few inorganic clay in matrix, rp Shell: 2%, Fines (#200) - 8.78 (SP-SM) -7.5 2.4 burrows, laminations, and layers, trace fine to coarse sand -sized shells in matrix, trace Sample #S-3, Depth = 2.4'- 4.2' organic silt in matrix and burrows, loose, Mean (mm): 0.13, Phi Sorting: 0.69 bioturbaled, dark greyish brown (2.5Y-4/4 c? Shell: 0%, Fines (#200) - 9.16 (SP-SM) SP-SC . In Poorly graded SANIJ with Gay; mostly fine to medium quartz sand, few inorganic Gay in 9 3 42 burrows, trace medium as to fine gravel -sized quartz in matrix and in lamination at 4.0-4.1', loose, bioturbated, color grades to olive (5Y 514) from, greenish gray 1OY-611). (SP-SC). any LAY; mostly inorganic clay in layers, little fine quartz sand in layers at 5.0-5.2' and 5.5-5.8', few medium sand to fine gravel -sized quartz in matrix at 6.0-6.2' and 6.5-7.0', soft/loose, color alternates between -12.3 7.2 dark grayish brown (2.5Y 412) and, dark yellowish broom 1OPI 0o y graded ANDrtzsand, trace inorganic Gose,-13.5 8.4 subangular, bioturb2.5Y-713 i I i I I i i i i i I End of Baring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 10 15 APPENDIX B Laboratory Analytical Reports RECEIVED O C T 3 1 2019 tMcC ellanvi291 lle, sou h Caro Carolina 29458 iE KHE (843) 887-3800 GCE ,11 DCM-MHD CITY wvneathenatechnologles.com Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0.2/2.8 Project No.: EQ191043 Date: 3/1/2019 Boring No.: DC-1 Sample No.: S-1 Description: I SILTY SAND, mostly medium to fine-grained quartz, some silt, trace coarse to fine sand -size shell fragments, trace fine gravel -size shell fragments (SM) 5Y 811 Tare Weight, (g): 48.99 (with tare) �_"(withtare) Dry Weight After Washing (g): Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.39 99.65 100 0.39 #3.5 5.600 0.00 99.65 0 0.00 #4 4.750 0.00 99.65 0 0.00 #5 4.000 0.13 99.54 100 0.13 #7 2.800 0.18 99.37 100 0.18 #10 2.000 0.19 99.20 100 0.19 #14 1.400 0.21 99.02 100 0.21 #18 1.000 0.22 98.82 100 0.22 #25 0.710 0.31 98.54 90 0.28 #35 0.500 0.53 98.07 50 0.27 #45 0.355 1.15 97.04 30 0.35 #60 0.250 3.34 94.06 10 0.33 #80 0.180 8.82 86.17 5 0.44 #120 0.125 22.50 66.06 0 0.00 #170 0.090 21.15 47.16 0 0.00 #200 0.075 12.52 35.97 0 0.00 #230 0.063 5.40 31.14 0 0.00 Total Shell Content: 3 RECEIVE[ 7 OCT 31 2019 „ IIIII�■�rlllll�■r'��Ill��rr■�iiiiii�r�lllll��■�IIIII�■■� . IIIII�■��IIIII�■��IIIII��■�IIIII�■ 1�11111�■■�IIIII�■■� 11111�■■�IIIII�■■�IIIII�■■�IIIII�■■711111�■��IIIII�■�� ' IIIII�■l�IIIII�■■�IIIII��■�IIIII�■■�IIUII�■■�IIIII�■■� . ������� �IIIII�■■�IIIII��■�IIIII�■��IIIII����IIIII�� � Project M&N Deer Creek & Old Ferry Channel GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT EQ191043 Depth: 2.8/3.6 Date: 3/1 /2019 Description: SILTY SAND, mostly fine-grained quartz, little silt, trace medium to fine sand -sized shell fragments, trace fibrous and amorphous organic matter (SM) 5Y 5/1 Tare Weight, (g): 50.94 179.66 (with tare) Dry Weight After Washing (g): I (with tare) Sieve Size (Name) Sieve Size (mm ) Weight Retained (g) % Passing Approx.Approx. Visual Shell % Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.01 99.99 100 0.01 #10 2.000 0.01 99.98 100 0.01 #14 1.400 0.12 99.89 50 0.06 #18 1.000 0.14 99.78 30 0.04 #25 0.710 0.37 99.50 50 0.19 #35 0.500 0.73 98.93 20 0.15 #45 0.355 2.02 97.36 10 0.20 #60 0.250 7.76 91.33 5 0.39 #80 0.180 23.13 73.36 0 0.00 #120 0.125 54.75 30.83 0 0.00 #170 1 0.090 19.72 15.51 0 0.00 #200 1 0.075 4.061 12.35 0 0.00 #230 1 0.063 1.361 11.30 0 Total Shell Content: 1 ED OCT 31 2019 DCM-MHD CITY ' " IIIII�■■■IIIII�■■'■11111�■■�1111���1■■11111�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■1■IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■\I■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■\1■IIIII�■■■IIIII�■■■ . -' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■i�lllll�■■■11111�■■■ ' ' IIIII�■■■IIIII�■■■11111�■■■IIIII�■■1■IIIII�■■■IIIII�■■■ IIIII�■■■11111�■■■11111�■■■11111�■■�■11111�■■■IIIII�■■■ �' •' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■\■IIIII�■■■IIIII�■■■ ' . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■■IIIII�■■■IIIII�■■■ ' ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��11111�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ • ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■11111�■■■ ' IIIII�■■■IIIII�■■■11111�■■■IIIII�■■�111111�■■■illll�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■11111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■11111�■■■IIIII�■■■ -' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■II'r�11■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ Project M&N Deer Creek & Old Ferry Channel GRADATION ENG FORM 2087 The USG classification Is oases on laboratory gram size blstuoubon anb MUM ViddwiludLIon MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0/2.0 Project No.: EQ191043 Date: 3/1/2019 Boring No.: DC-2 Sample No.: S-1 Description: SILTY SAND, mostly fine-grained quartz, some silt, trace coarse to fine sand -size shell fragments, trace fine gravel -size shell fragments, trace fibrous and amorphous organic matter ISM) 5Y 5l1 re Dry Weight After Washing (g): (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.53 99.54 100 0.53 #3.5 5.600 1.23 98.48 100 1.23 #4 4.750 0.01 98.47 100 0.01 #5 4.000 0.23 98.27 100 0.23 #7 2.800 0.40 97.92 100 0.40 #10 2.000 0.30 97.66 100 0.30 #14 1.400 0.51 97.22 70 0.36 #18 1.000 0.59 96.71 90 0.53 #25 0.710 0.66 96.14 70 0.46 #35 0.500 1.06 95.22 50 0.53 #45 0.355 2.20 93.32 30 0.66 #60 0.250 4.36 89.55 20 0.87 #80 0.180 6.76 83.70 5 0.34 #120 0.125 15.66 70.14 0 0.00 #170 0.090 15.36 56.85 0 0.00 #200 0.075 9.241 48.85 0 0.00 #230 0.063 4.491 44.971 01 0.00 Total Shell Content: 1 6 1 RECEIVED OCT 31 2019 DCM-MHD CITY „ IIIII�■■■IIIII�■■■IIIII�■■�lil���■■■IIIII�■■■11111�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■Illl��r■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■11111�■\■IIIII�■■■IIIII�■■■ ' . IIIII�■■■IIIII�■■■IIIII�■■■11111�■■1�11111�■■■IIIII�■■■ . 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' IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■11111�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ ., IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ '� • • • mmmmmm Project M&N Deer Creek & Old Ferry Channel fragments, trace fibrous and amorphous matter l 5Y 5/1 Boring No. DC-2 GRADATIONorganic ENG FORM 2087 ' The USC classification is based on laboratory gram size distribution and visual c assi Ica ion MAY 63 Terracon 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 2.0/3.4 Project No.: EQ191043 Date: 3/1/2019 Boring No.: DC-2 Sample No.: S-2 Description: SILTY SAND, mostly medium to fine-grained quartz, little silt, trace medium to fine sand -size shell fragments, trace fibrous and amorphous organic matter ISM) 5Y 6l1 Tare Weight, (g): 1 51.99 173.78 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size Name (Name) Sieve Size mm ( ) Weight Retained (g) ° /° Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19,000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.18 99.85 0 0.00 #14 1.400 0.24 99.66 10 0.02 #18 1.000 0.36 99.36 0 0.00 #25 0.710 0.60 98.87 0 0.00 #35 0.500 1.49 97.64 0 0.00 #45 0.355 3.63 94.66 0 0.00 #60 0.250 10.39 86.13 0 0.00 #80 0.180 22.82 67.39 0 0.00 #120 0.125 45.77 29.81 0 0.00 #170 0.090 13.83 18.46 0 0.00 #200 0.075 2.731 16.22 0 0.00 #230 0.063 1.211 15.221 01 0.00 Total Shell Content: 1 0 1 AMIMHEALi4pi OCT 31 2019 DCM-MHD CITY ' „ IIIII�■■■Iflll�■■■11111�■■�IIIIi\■■■IIIII�■■■11111�■■■ IIIII�■■■IIIII�■■■IIIII�■■■illll�\■■IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■7■IIIII�■■■IIIII�■■■ ' - IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■\I■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�1■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1�II111�■■■IIIII�■■■ , IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1�11111�■■■IIIII�■■■ �' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ , •. �' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■\�11111�■■■11111�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■��IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■��IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■�IIIII�■■■IIIII�■■■ '' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�111111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■1���1�■■■IIIII�■■■ - �' IIIII�■■■11111�■■■11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIII■■■■ „ M&N Deer Creek & Old Ferry Channel SILTY SAND, mostly medium to fine- grained quartz, little silt, trace medium to MM�MMM!Projeclt GRADATION ENG FORM 2087 ' The USG classification is based on laboratory gram size distribution and visual ciassmcation MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0/3.9 Project No.: EQ191043 Date: 3/1/2019 Boring No.: DC-3 Sample No.: S-1 Description: I ELASTIC SILT with sand, little fine-grained quartz sand, trace silt, trace fine sand - sized shell fragments, trace fibrous and amorphous organic matter (MH) 5Y 511 Tare Weight, (g): 50.15 151.20 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.18 99.82 0 0.00 #14 1.400 0.43 99.40 0 0.00 #18 1.000 0.58 98.82 0 0.00 #25 0.710 0.74 98.09 10 0.07 #35 0.500 0.77 97.33 0 0.00 #45 0.355 0.72 96.62 5 0.04 #60 0.250 0.92 95.71 0 0.00 #80 0.180 1.41 94.31 0 0.00 #120 0.125 4.58 89.78 0 0.00 #170 0.090 4.42 85.40 0 0.00 #200 1 0.075 2.911 82.521 0 0.00 #230 1 0.063 �__2.001 80.541 0 Total Shell Content: 0 OCT 31 2019 DCM-MHD CITY ' " ������■■rllllf�■■I■■���11i111■liii.i��::�!11■�In����■■■������■■■ Project M&N Deer Creek & Old Ferry Channel Boring No. DC-3 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution anct visual classification MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT MIN Deer Creek & Old Ferry Channel Depth: 3.9/5.8 EQ191043 Date: 3/1 /2019 DC-3 Description: I SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace fibrous and amorphous organic matter (SP) 5Y 6l1 Tare Weight, (g): 49.71 181.53 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx.Approx. Visual Shell% Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.01 99.99 0 0.00 #5 4.000 0.02 99.98 0 0.00 #7 2.800 0.14 99.87 0 0.00 #10 2.000 0.15 99.76 0 0.00 #14 1.400 0.29 99.54 0 0.00 #18 1.000 0.60 99.08 0 0.00 #25 0.710 1.20 98.17 0 0.00 #35 0.500 2.67 96.15 0 0.00 #45 0.355 5.99 91.60 0 0.00 #60 0.250 16.92 78.77 0 0.00 #80 0.180 33.17 53.60 0 0.00 #120 0.125 49.75 15.86 0 0.00 #170 0.090 13.01 5.99 0 0.00 #200 0.075 2.201 4.32 0 0.00 #230 1 0.063 0.531 3.921 01 0.00 Total Shell Content: 0 1 RECEIVED OCT 31 2019 I ' " Illlli■■■Illlli■■■Illlli■■�Illili■■■Illlli■■■IIIIIi■■■ Illlli■■■IIIIIi■■■Illlli■■■IIIIli7■■Illlli■■■Illlli■■■ ., Illlli■■■Illlli■■■Illlli■■■Illlli\■■Illlli■■■Illlli■■� , . 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' IIIIIi■■■Illlli■■■Illlli■■■II■li■■■Illlli■■■Illlli■■■ „ ... mmmmmm M&N Deer Creek:.. Ferry Channel ®� mmomm�Project GRADATION ENG FORM 2087 e classification is Dasea on taDGralory gram size is n u ion —anrvisual c assi ica lon MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0/2.1 Project No.: EQ191043 Date: 3/112019 Boring No.: DC-4 Sample No.: S-1 ELASTIC SILT, few fine-grained quartz sand, trace medium to fine sand -sized shell Description: fragments, trace fibrous and amorphous organic matter (MH) 5Y 5/1 Tare Weight, (g): 1 50.07 Dry Weight After Washing (g): (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.00 100.00 0 0.00 #14 1.400 0.01 99.98 10 0.00 #18 1.000 0.01 99.96 10 0.00 #25 0.710 0.01 99.95 10 0.00 #35 0.500 0.02 99.91 20 0.00 #45 0.355 0.05 99.82 50 0.03 #60 0.250 0.22 99.42 10 0.02 #80 0.180 0.53 98.46 0 0.00 #120 0.125 1.39 95.95 0 0.00 #170 0.090 0.78 94.53 0 0.00 #200 1 0.075 0.351 93.90 0 0.00 #230 0.063 0.21 93.52 0 0.00 Total Shell Content: 0 REvEI\ _7D OCT 31 2019 ' . IIIII�■■■IIIII�■■■Illllr■■■IIIII�■■'�I_III�II�■■■IIIII�■■ ., IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11�11�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■� , . 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' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■ „ M&N Deer Creek & Old Ferry Channel ELASTIC SILT, few fine-grained quartz sand, trace medium to fine sand -sized �M�M�MlProject GRADATION ENG FORM 2087 ' I ne use aassmcauon is oasea on raoorarory gram size aisrnounon anu visual MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0/0.6 Project No.: EQ191043 Date: 3/1/2019 Boring No.: DC-5 Sample No.: S-1 Description: SILTY SAND, mostly fine-grained quartz, some silt, few coarse to fine sand -size shell fragments, trace fine gravel -size shell fragments, trace fibrous and amorphous organic matter ISM) 5Y 511 are 137.74 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.42 99.52 50 0.21 #4 4.750 0.01 99.50 0 0.00 #5 4.000 0.03 99.47 0 0.00 #7 2.800 1.11 98.19 50 0.56 #10 2.000 1.04 96.99 50 0.52 #14 1.400 1.58 95.17 50 0.79 #18 1.000 1.82 93.07 30 0.55 #25 0.710 2.20 90.53 20 0.44 #35 0.500 2.28 87.90 20 0.46 #45 0.355 2.54 84.97 20 0.51 #60 0.250 4.11 80.23 10 0.41 #80 0.180 6.94 72.22 5 0.35 #120 0.125 19.66 49.54 0 0.00 #170 0.090 9.08 39.06 0 0.00 #200 0.075 2.821 35.81 0 0.00 #230 1 0.063 1.371 34.231 01 0.00 Total Shell Content: 1 6 1 RECEIVED OCT 31 2019 DCM-MHD U.S. STANDARD SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER e4 3 3 alrz 1 . v] LG ] a a e 10 14 18 A 30 a W 70 IW 1 0 3d1 Sample No. Elev. Or D • S-1 0/0.6 ekl _ r:none enc7 MAY 63 100 50 10 5 GRAVEL COBBLES COARSE I FINE I COARSE pth Classification % C% SILTY SAND, mostly fine-grained quartz, some silt, few coarse to fine sand -size shell fragments, trace fine gravel -size shell fragments, trace fibrous and amorphous organic matter (SM) 5Y 5/1 GRADATION CURVES 1 0.5 0.1 0.05 GRAIN SIZE IN MILLIMETERS SAND MEDIUM I FINE G, Shell LL I PL I PI 6 1 Pr( on 0.01 0.005 SILT OR CLAY M&N No. DC-5 3/1/2019 0 10 20 1- 2 O 30 3 m ' D: 40 y Q O U 50 w K w 60 a 70 80 90 100 0.001 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: &N Deer Project No.: Boring No.: rEEQ191043 C-5 Sample No.: 2 Depth: 0.6/1.2 Date: 3/1 /2019 Description: SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, trace coarse to fine sand -size shell and rock fragments, trace fine gravel -size rock fragments, trace fibrous and amorphous organic matter (SP-SM) 5Y 6/1 Tare Weight, (g): 51.66 129.65 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/81, 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.29 99.63 0 0.00 #4 4.750 0.01 99.62 0 0.00 #5 4.000 0.11 99.47 0 0.00 #7 2.800 0.33 99.05 5 0.02 #10 2.000 0.59 98.29 30 0.18 #14 1.400 0,74 97.35 20 0.15 #18 1.000 1.09 95.95 20 0.22 #25 0.710 1.47 94.06 20 0.29 #35 0.500 1.94 91.58 20 0.39 #45 0.355 2.54 88.32 20 0.51 #60 0.250 4.50 82.55 10 0.45 #80 0.180 8.97 71.05 0 0.00 #120 0.125 32.62 29.22 0 0.00 #170 0.090 12.84 12.76 0 0.00 #200 0.075 2.461 9.601 0 0.00 #230 0.063 0.931 8.411 0 0.00 Total Shell Content: 3 OCT 31 2019 DCM-MHD CITY ' .. IIIII�■■■11111�■■■11111�■ii': ��IIII�■■■11111�■■■IIIII�■■■ . IIIII�■■■111111■■■IIIIII■■■IIIIit■■■111111■■■IIIII�■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIIIiC�■■IIIII�■■■IIIII�■■ ' . IIIII�■■■IIIII�■■■IIIII�■■■11111�■ �■IIIII�■■■IIIII�■■ .' IIIII�■■■IIIII�■■■IIIII�■■■11111�■�■IIIII�■■■IIIII�■■■ ' IIIIII�■■■IIIII�■■■IIIII�■■■11111�■■t�lllll�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1�11111�■■■IIIII�■■■ .. IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ " . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��11111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■� ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■�IIIII�■■■IIIII�■■■ .. IIIIII�■■■IIIII�■■■IIIII�■■■11111�■■��11111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�illlll�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■�111111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■11111�■■■IIIII�■■■ ' IIIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■I�111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■III�1�■■■IIIII�■■■ ' 11111�■■■IIIII�■■■IIIII�■■■111111■■■111111■■■11111I■■■ „ ...Classificationmmmmmm M&N Deer Creek:.. Ferry ®� MM©MM=Project Boring No. DC-5 GRADATION ENG FORM 2087 The USG classification Is based on laboratory grain size distribution and visual ciassmcabon MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT IM&N Deer Creek & Old Ferry Channel I DC-5 Depth: 1.2/3.0 Date: 3/1 /2019 Description: SAND, poorly -graded with silt, mostly fine-grained quartz, few silt, trace coarse to fine sand -size shell fragments, trace fine gravel -size shell fragments (SP-SM) 5Y 7/1 Tare Weight, (g): 50.71 208.21 (with tare) Dry Weight After Washing (g): I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.36 99.77 100 0.36 5/16 7.938 0.00 99.77 0 0.00 #3.5 5.600 0.00 99.77 0 0.00 #4 4.750 0.04 99.75 100 0.04 #5 4.000 0.06 99.71 100 0.06 #7 2.800 0.17 99.60 100 0.17 #10 2.000 0.18 99.49 100 0.18 #14 1.400 0.29 99.30 100 0.29 #18 1.000 0.27 99.13 100 0.27 #25 0.710 0.29 98.95 90 0.26 #35 0.500 0.34 98.73 70 0.24 #45 0.355 0.40 98.48 50 0.20 #60 0.250 1.48 97.54 30 0.44 #80 0.180 GlAl 91.56 10 0.94 #120 0.125 74.46 44.29 0 0.00 #170 0.090 42.11 17.55 0 0.00 #200 0.075 11.881 10,011 01 0.00 #230 0.063 4.731 7.001 01 RFCE ftoll Total Shell Content: FA IE OCT 31 2019 DCM-MHD CITY ' " IIIII�■■�■II■�■■�nlllr■■�Illll�i■1■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■711111�■■■IIIII�■■■ . ' 11111�■■■IIIII�■■■IIIII�■■■IIIII�■■1�11111�■■■IIIII�■■■ ' . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1■IIIII�■■■11111�■■■ -' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��11111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■�IIIII�■■■IIIII�■■� ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■�IIIII�■■■11111�■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ �' ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��11111�■■■11111�■■■ ' . �' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■�11111�■■■11111�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��11111�■■■IIIII�■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■iilllll�■■■IIIIIM■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■illllll�■■■11111M■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■illllll�■■■IIIIIO■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII NONE ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIIII�■■■11111�■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■I�111�■■■IIIII�■■ ' IIIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■Ilill�■■■11111�■■■ ., IIIII�■■■IIIII■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■ „ M&N Deer Creek& Old Ferry Channel ®� .... .: Mm©mm=Project Boring No. DC-5 GRADATION ENG FORM 2087 * The USC classification is based on laboratory grain size distribution and visual classifcaton MAY 63 Terracon 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Project No.: EQ191043 Boring No.: DC-5 Sample No.: S-4 Depth: 3.0/3.9 Date: 3/1/2019 Description: I SILTY SAND, mostly fine-grained quartz, some silt, few medium to fine sand -sized shell fragments (SM) 5Y 6/1 Tare Weight, (g): 49.62 178.18 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.13 99.90 100 0.13 #10 2.000 0.12 99.81 98 0.12 #14 1.400 0.48 99.43 95 0.46 #18 1.000 1.30 98.42 90 1.17 #25 0.710 2.56 96.43 70 1.79 #35 0.500 3.02 94.08 60 1.81 #45 0.355 2.59 92.07 50 1.30 #60 0.250 4.22 88.78 30 1.27 #80 0.180 8.37 82.27 10 0.84 #120 0.125 23.64 63.88 5 1.18 #170 0.090 17.92 49.95 0 0.00 #200 0.075 6.50 44.891 01 0.00 #230 1 0.063 1 3.201 42.401 01 0.00 Total Shell Content: u, RECEIVED OCT 3 1 2019 Project M&N Deer Creek & Old Ferry Channel Boring No. DC-5 ��0��� D0 ' GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual c assi ica lon MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: Project No.: EQ191043 Date: 3/1/2019 Boring No.: DC-6 Sample No.: S-1 Description: I SILTY SAND, mostly medium to fine-grained quartz, little silt, trace coarse to fine sand -size shell fragments, trace fine gravel size rock fragments, trace fibrous and amorphous matter ISM) 5Y 3/1 Tare Weight, (g): 1 48.96 112.30 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.57 99.10 0 0.00 #4 4.750 0.00 99.10 0 0.00 #5 4.000 0.00 99.10 0 0.00 #7 2.800 0.64 98.09 0 0.00 #10 2.000 0.36 97.52 0 0.00 #14 1.400 0.44 96.83 5 0.02 #18 1.000 0.47 96.08 5 0.02 #25 0.710 0.56 95.20 5 0.03 #35 0.500 0.51 94.40 5 0.03 #45 0.355 0.63 93.40 0 0.00 #60 0.250 1.03 91.77 0 0.00 #80 0.180 3.87 85.66 0 0.00 #120 0.125 25.44 45.50 0 0.00 #170 0.090 11.25 27.74 0 0.00 #200 1 0.075 1.241 25.78 0 #230 1 0.063 0.491 25.01 0 0.00 Total Shell Content: 0 E OCT 31 2019 DCM-MHD CITY mama Classification Project M&N Deer Creek & Old Ferry Channel SILTY SAND, mostly medium to fine- grained quartz, little silt, trace c to fine sand -size shell fragm ants t=efin, gravel size rock fragments, trace fibrous and amorphous matter (SM) 5Y 3/1 Boring No. DC-6 Date 3/112019 GRADATION ENG FORM 2087 " 1 fie USG classaicaaon is oasea on laooratory gram size olstnounon ana visual classmcaoon MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Project No.: EQ191043 Boring No.: DC-7 Sample No.: S-1 Depth: 0/3.2 Date: 3/1 /2019 Description: I SAND, poorly -graded, mostly fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5Y 7l1 Tare Weight, (g): 51.52 214.56 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.01 99.99 100 0.01 #10 2.000 0.01 99.99 100 0.01 #14 1.400 0.08 99.94 98 0.08 #18 1.000 0.16 99.84 95 0.15 #25 0.710 0.23 99.70 90 0.21 #35 0.500 0.25 99.55 80 0.20 #45 0.355 0.35 99.33 70 0.25 #60 0.250 3.21 97.36 30 0.96 #80 0.180 28.27 80.02 5 1.41 #120 0.125 95.09 21.70 0 0.00 #170 0.090 26.65 5.35 0 0.00 #200 0.075 3.02 3.50 0 0.00 #230 1 0.063 0.71 3.07 0 'yam Total Shell Content: 2 /E D OCT 31 2019 DCM-MHD CITY ' .' IIIII�■■■IIIII�■�■IIIII�■■■IIIII�r■■IIIII�■■■IIIII�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■\1■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�■IIIII�■■■IIIII�■■■ ' . 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IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■� �IIIII�■■■IIIII�■■■ „ ., IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■�IIIII�■■■IIIII�■■■ IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■■IIIII�■■■IIIII�■■� ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■t�lllll�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�111111�■■■IIIII�■■■ _ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■Iilll�■■■IIIII�■■■ „ Project M&N Deer Creek & Old Ferry Channel quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5Y 7/1 Boring No. DC-7 GRADATION ENG FORM 2087 The USC classification is based on laboratory grain size distribution and visual classification MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0/1.0 Project No.: EQ191043 Date: 3l1/2019 Boring No.: DC-8 Sample No.: S-1 Description: I SAND, poorly -graded, mostly fine-grained quartz, few coarse to fine sand -sized shell fragments, trace silt, trace fine gravel -size shell fragments (SP) 5Y 7/1 Tare Weight, (g): 52.32 198.10 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 2.97 97.96 100 2.97 #3.5 5.600 0.70 97.48 100 0.70 #4 4.750 0.00 97.48 0 0.00 #5 4.000 0.02 97.47 100 0.02 #7 2.800 0.28 97.28 100 0.28 #10 2.000 0.07 97.23 100 0.07 #14 1.400 0.21 97.08 100 0.21 #18 1.000 0.24 96.92 98 0.24 #25 0.710 0.36 96.67 90 0.32 #35 0.500 0.38 96.41 80 0.30 #45 0.355 0.76 95.89 50 0.38 #60 0.250 5.41 92.18 30 1.62 #80 0.180 27.30 73.45 5 1.37 #120 0.125 82.73 16.70 0 0.00 #170 0.090 19.16 3.56 0 0.00 #200 0.075 1.931 2.24 0 0.00 #230 0.063 0.421 1.951 0 0.00 Total Shell Content: 1 6 1 RECEIVED OCT 31 2019 DCM-MHD CITY " IIIII�■■■IIIII�■■■lii:■:■■w::111Y�■■IIIII�■■■IIII■■■ ., IIIII�■■■IIIII�■■■IIIII�■■■IIIII�iC!■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■illll�■��■IIIII�■■■IIIII�■■■ , IIIII�■■■IIIII�■■■IIIII�■■■11111�■��■IIIII�■■■11111�■■■ :, IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■ ' I IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■i�lllll�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1■IIIII�■■■IIIII�■■■ ' 11111i■■■IIIIIl■■■11111l■■■11111l■■I■IIIIII■■■11111N■■■ ' 11111i■■■11111l■■■11111l■■■Illlli■■I■111111■■■111111■■■ . 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' IIIII�■■■IIII■■■■IIIII�■■■11111�■■■ii"'�1�■■■IIIII�■■■ „ Project M&N Deer Creek & Old Ferry Channel shell fragments (SP) 5Y 7/1 Boring No. DC-8 GRADATION ENG FORM 2087 The USC classification is based on laboratory grain size distribution and visual c assi ica ion MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Deer Creek & Old Ferry Channel Depth: 010.5 EQ191043 I Date: 3/1 /2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, little coarse to fine sand -size shell fragments, few coarse to fine gravel -size shell fragments, trace silt (SP) 5Y 7l1 Tare Weight, (g): 51.36 226.11 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 14.51 91.70 100 14.51 5/8" 16.000 4.13 89.33 100 4.13 7/16 11.112 7.57 85.00 100 7.57 5/16 7.938 4.49 82.43 100 4.49 #3.5 5.600 2.74 80.86 100 2.74 #4 4.750 0.97 80.31 100 0.97 #5 4.000 1.94 79.20 100 1.94 #7 2.800 1.99 78.06 100 1.99 #10 2.000 1.88 76.98 100 1.88 #14 1.400 2.11 75.78 100 2.11 #18 1.000 1.43 74.96 95 1.36 #25 0.710 1.07 74.35 70 0.75 #35 0.500 1.34 73.58 60 0.80 #45 0.355 4.22 71.16 40 1.69 #60 0.250 13.86 63.23 20 2.77 #80 0.180 36.20 42.52 5 1.81 #120 0.125 57.47 9.63 0 0.00 #170 0.090 10.48 3.63 0 0.00 #200 0.075 1.541 2.75 0 0.00 #230 1 0,063 0.401 2.52 0 0.00 Total Shell Content: 29 iiiu�■■■iii���■■iii���■■■iiiu�■■ten■��■■■iii���■■■ .. • .Classificationsmb, Project M&N Deer Creek & Old Ferry Channel poorly -graded, mostly medium to fine-grained quartz, little coarse to fine sand -size shell fragments, few coarse to Date 3/112019 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory gram size oistrioution and visual c assi ica ion MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0.5/1.6 Project No.: EQ191043 Date: 3/1/2019 Boring No.: DC-9 Sample No.: S-2 Description: I SILTY SAND, mostly medium to fine-grained quartz sand, little coarse to fine sand - size shell fragments, little silt, little coarse to fine gravel -size shell fragments ISM) 5Y 5/1 Tare Weight, (g): 51.82 160.44 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 7.46 93.13 100 7.46 5/8" 16.000 7.03 86.66 100 7.03 7/16 11.112 1 6.57 80.61 100 6.57 5/16 7.938 6.34 74.77 100 6.34 #3.5 5.600 2.46 72.51 100 2.46 #4 4.750 0.97 71.62 100 0.97 #5 4.000 0.55 71.11 100 0.55 #7 2.800 1.47 69.76 100 1.47 #10 2.000 1.39 68.48 100 1.39 #14 1.400 1.10 67.46 100 1.10 #18 1.000 0.90 66.64 98 0.88 #25 0.710 0.88 65.83 95 0.84 #35 0.500 0.83 65.06 70 0.58 #45 0.355 0.84 64.29 60 0.50 #60 0.250 1.42 62.98 40 0.57 #80 0.180 3.18 60.05 20 0.64 #120 0.125 13.48 47.64 5 0.67 #170 0.090 15.02 33.82 0 0.00 #200 0.075 7.261 27.13 01 0.00 #230 0.063 2.941 24.42 0 Total Shell Content 37 • SP] OCT 31 2019 DCM-MHD CITY ' " IIIII�■■■Illlf�■■■11111�■■■11111�■■■IIIII�■■■IIIII�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■\�IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ ' . IIIII�■■■11111�■■�IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ .' IIIII�■■■IIIII�■■ �IIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■1111��1■■IIIII�■■■11111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■\�11111�■■111111■■■111111■■■ ' IIIIIi■■■IIIIIl■■■11111l■■■Illllar■M111111■■■111111■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■i�lllll�■■■IIIII�■■■ ' . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■\\IIIII�■■■IIIII1■■■ ' ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■t\IIIII�■■■IIIII1■■■ ' 11111�■■■IIIII�■■■11111�■■■IIIII�■■�111111�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■iilll�■■■IIIII�■■■ ' IIIII�■■■IIIIi�■■■IIIII�■■■IIIII�■■■11�11�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■111�1�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ 11111�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ ... mmmmmm M&N Deer Creek.. Ferry ®� mostly fine- g'rained quartz sand, little coarse Ito 1,,n M_MMMM�Project GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classmcabon MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Deer Creek & Old Ferry Channel Depth: 1.612.7 EQ191643 Date: 3/1 /2019 Description: SILTY SAND, mostly fine-grained quartz, little silt, trace coarse to fine sand -size shell fragments, trace coarse to fine gravel -size shell fragments ISM) SY 6/1 Tare Weight, (g):-1 51.40 166.20 (with tare) Dry Weight After Washing (g): I (with tare) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 19.000 2.87 97.50 100 2.87 16.000 0.00 97.50 0 0.00 110 11.112 0.00 97.50 0 0.00 7.938 0.00 97.50 0 0.00 5.600 0.00 97.50 0 0.00 4.750 0.00 97.50 0 0.00 4.000 0.06 97.45 100 0.06 2.800 0.10 97.36 100 0.10 2.000 0.26 97.13 100 0.26 #14 1.400 0.28 96.89 100 0.28 #18 1.000 0.40 96.54 98 0.39 #25 0.710 0.44 96.16 50 0.22 #35 0.500 0.59 95.64 20 0.12 #45 0.355 0.61 95.11 10 0.06 #60 0.250 0.95 94.29 10 0.10 #80 0.180 1.97 92.57 5 0.10 #120 0.125 25.16 70.65 1 0.25 #170 0.090 41.42 34.57 0 0.00 #200 0.075 12.031 24.09 0 0.00 #230 0.063 3.241 21.271 0 I otal Shell Content: 4 c OCT 91 1019 DCM-MH0 CITY IIIII�■■■���eee■■Iw�Y'in�www�w�ww�I�Ulll�r�■����eee■■■���eee■■■ iiieee■■■iiieee■■■iiieee■■■ii�eee■�:�iiieee■■■iiieee■■■ . iiieee■■■iiieee■■�iiieee■■■ii�eee■■��iiieee■■■iiieee■■■ iiieee■■■iiieee■■■iiieee■■■iiieee■■��iiieee■■■iiieee■■■ _- ii�eee■■■iiieee■■■ii�eee■■■iiieee■■��iiieee■■■ii�eee■■■ iiieee■■�ii�eee■■■iiieee■■■iiieee■■�■iiieee■■■iiieee■■■ ii�eee■■■iiieee■■�iiieee■■■iiieee■■��iiieee■■■iiieee■■■ iiieee■■■iiieee■■■iiieee■■®iiieee■■��iiieee■■■iiieee■■■ �. . iiieee■■■iiieee■■■iiieee■■■iiieee■■�niieee■■■iiieee■■■ '. ii�eee■■■ii�eee■■■iiieee■■■iiieee■■�mieee■■■iiieee■■■ ii�eee■■■iiieee■■■iiieee■■■iiieee■■�iiieee■■■iiieee■■� iiieee■■■ii�eee■■■iiieee■■■iiieee■■■►niece■■■iiieee■■■ . ii�cce■■■niece■■■niece■■■iiicce■■■i=iccn■■■ii�ccn■■■ . ' iiicce■■■iiicee■■■niece■■■iiicce■■■iiiece■■■iiieee■■■ iiicce■■■iiicce■■■niece■■■iiicce■■■ii��cn■■■niece■■■ . iiicce■■■niece■■■ii�ece■■■iiicce■■■iiicce■■�iiieee■■■ P,,i,,t M&N Deer Creek & Old Ferry Channel size shell fragments (SM) 5Y 6/1 GRADATION ENG FORM 2087 " 10e USG ctassmcanon is oasea on iaoorarory grain size oisrnounon anu visual MAY 63. Terracon 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deter & Old Ferry Channel Depth: 0/2.4 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-1 Sample No.: S-1 Description: I ELASTIC SILT with sand, little fine-grained quartz sand, trace fine sand -sized shell fragments, trace fibrous and amorphous organic matter (MH) 5Y 5/1 Tare Weight, (g): 1 51.07 153.69 (with tare) Dry Weight After Washing (g): I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.00 100.00 0 0.00 #14 1.400 0.04 99.96 2 0.00 #18 1.000 0.04 99.92 5 0.00 #25 0.710 0.06 99.86 10 0.01 #35 0.500 0.07 99.80 50 0.04 #45 0.355 0,06 99.74 50 0.03 #60 0.250 0.29 99.45 20 0.06 #80 0.180 3.36 96.18 0 0.00 #120 0.125 11.09 85.37 0 0.00 #170 0.090 6.60 78.94 0 0.00 #200 1 0.075 5.461 73.62 0 0.00 #230 1 0.063 4.221 69.51 0 0.00 Total Shell Content: 0 RECEIVED OCT 31 2019 Deer Creek:.. Ferry ®� ..a...Project Boring No. OFC-1 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0/2.2 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-2 Sample No.: S-1 Description: SILTY SAND, mostly medium to fine-grained quartz, little silt, trace coarse to fine sand -size shell fragments, trace fine gravel -size shell fragments, trace fibrous and amorphous organic matter (SM) 5Y 511 Weight, (g): 1 49.63 Dry Weight After Washing (g): (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.33 99.71 100 0.33 5/16 7.938 0.12 99.61 100 0.12 #3.5 5.600 0.22 99.41 100 0.22 #4 4.750 0.15 99.28 100 0.15 #5 4.000 0.10 99.20 100 0.10 #7 2.800 0.15 99.06 100 0.15 #10 2.000 0.47 98.65 100 0.47 #14 1.400 0.43 98.28 95 0.41 #18 1.000 0.47 97.87 90 0.42 #25 0.710 0.34 97.57 80 0.27 #35 0,500 0.43 97.19 50 0.22 #45 0.355 0.58 96.69 30 0.17 #60 0.250 3.49 93.63 10 0.35 #80 0.180 24.14 72.53 5 1.21 #120 0.125 41.79 35.98 0 0.00 #170 0.090 8.65 28.42 0 0.00 #200 1 0.075 2.991 25.80 0 0.00 #230 1 0.063 1.631 24.38 0 Total Shell Content: 4 OCT 31 2019 DCM-MHD CITY wu.�■Y �IIIII�■■�IIIII�■■� ., IIIII�■■�IIIII�■■�IIIII����IIIII�■��IIIII��■�IIIII�■■� IIIII����IIIII�■■�IIIII��■�IIIII�■��IIIII��■�IIIII�■�� , .IIIII�■■�IIIII�■■�IIIII�■■�IIIII�■� IIIII��■�IIIII�■■� . 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IIIII�■■�IIIII�■■�IIIII�■■�IIIII�■■�11111�■■�IIIII�■■� IIIII�■■�IIIII�■��IIIII�■■�IIIII�■■�hl 1�■■�IIIII�■■� IIIII����IIIII�■■�IIIII��■�IIIII�■■�III�1�■■�IIIII�■■� , IIIII�■��IIIII��■�IIIII�■■�IIIII��■�IIIII�■■�IIIII�■■� ., IIIII����IIIII�■■�IIIII�■■�IIIII�■■�IIIII�■■�11111�■■� IIIII����IIIII�■��IIIII�■■�IIIII�■■�IIIII��■�IIIII�■■� , IIIII�■��IIIII�■��IIIII�■��IIIII�■■�11111�■■�IIIII�■�� „ Project M&N Deer Creek & Old Ferry Channel SILTY SAND, mostly medium to fine- grained quartz, III silt, trace coarse to and amorphous organic matter (SM) 5Y 5/1 Boring No. OFC-2 GRADATIONClassification ENG FORM 2087 The USC classification is based on laboratory gram size distribution an visua c assi Ica on MAY 67 Project: Project No. Boring No.: Sample No. Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT EQ191043 S-2 Depth: 2.2/4.4 Date: 3/1/2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) N 8/N Tare Weight, (g): 1 49.53 (with tare) P"(withtare) Dry Weight After Washing (g): Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.00 100.00 0 0.00 #14 1.400 0.01 99.99 100 0.01 #18 1.000 0.01 99.99 50 0.01 #25 0.710 0.01 99.98 10 0.00 #35 0.500 0.21 99.83 5 0.01 #45 0.355 1.15 99.01 1 0.01 #60 0.250 8.39 93.05 0 0.00 #80 0.180 51.29 56.58 0 0.00 #120 0.125 72.27 5.19 0 0.00 #170 0.090 5.24 1.46 0 0.00 #200 0.075 0.271 1.27 0 0.00 #230 1 0.063 0.021 1.26 0 Total Shell Content: 0 OCT 31 2019 DCM-MHD CITY 11 mama Project M&N Deer Creek & Old Ferry Channel SAND, poorly -graded, mostly medium to fine-grained quartz t GRADATION ENG FORM 2087 `The USC classification is based on laboratory grain size distribution and visual classmcabon MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 4.4/5 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-2 Sample No.: S-3 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, little coarse to fine sand -size shell and rock fragments, little fine gravel -size shell and rock fragments, trace silt (SP) N 8/N Tare Weight, (g): 1 50.60 191.44 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 2.30 98.37 100 2.30 7/16 11.112 10.40 90.98 100 10.40 5/16 7.938 5.58 87.02 100 5.58 #3.5 5.600 5.52 83.10 98 5.41 #4 4.750 2.42 81.38 100 2.42 #5 4.000 2.54 79.58 98 2.49 #7 2.800 4.37 76.48 98 4.28 #10 2.000 4.27 73.45 80 3.42 #14 1.400 3.98 70.62i120 2.79 #18 1.000 3.57 68.08 1.79 #25 0.710 3.76 65.41 1.88 #35 0.500 4.99 61.87 1.50 #45 0.355 6.90 56.97 1.38 #60 0.250 14.28 46.83 2.86 #80 0.180 33.19 23.27 10 3.32 #120 0.125 28.49 3.04 5 1.42 #170 0.090 1.64 1.87 0 0.00 #200 1 0.075 0.231 1.71 0 0.00 #230 1 0.063 0.011 1.70 0 0.00 Total Shell Content: 38 RECEIVI ED OCT 31 2019 DCM-MHD CITY . .. IIIII�■■■IIIII�■■r�11111�■■■11111�■■■IIIII�■■■11111�■■� . 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IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■\�IIIII�■■■IIIII�■■■ ' IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■\���II�■■■IIIII�■■� . ' 11111�■■■IIIII�■■■IIIII�■■■IIIII�■■5....11�■■■IIIII�■■ „ Project M&N Deer Creek & Old Ferry Channel SAND, poorly -graded, mostly medium to fine-grained quartz, little coarse to fine sand -size shell and roc; GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification MAY 63 Terracon 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0/3.2 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-3 Sample No.: S-1 Description: I SAND, poorly -graded, mostly fine-grained quartz, few medium to fine sand -size shell fragments, trace silt (SP) 5Y 7/1 Tare Weight, (g): 52.10 182.21 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Name Sieve Size mm ( ) Weight Retained (g) �o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.01 99.99 100 0.01 #14 1.400 0.02 99.98 100 0.02 #18 1.000 0.04 99.95 100 0.04 #25 0.710 0.08 99.88 90 0.07 #35 0.500 0.08 99.82 70 0.06 #45 0.355 0.16 99.70 50 0.08 #60 0.250 1.05 98.89 40 0.42 #80 0.180 11.62 89.96 20 2.32 #120 0.125 68.67 37.18 5 3.43 #170 0.090 37.61 8.28 0 0.00 #200 0.075 5.591 3.98 0 0.00 #230 0.063 1.251 3.021 01 0.00 Total Shell Content: 1 5 1 RECEIVED OCT 31 Z019 Project M&N Deer Creek & Old Ferry Channel fragments, tram siI GRADATION CURVES ENG FORM 2087 i ne use aassmcanon is uasea on ianorarory gram size utsu.uuuun anu v.suai MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Deer Creek & Old Ferry Channel Depth: 3.2/4.9 EQ191043 Date: 1 3/1 /2019 Description: I SILTY SAND, mostly fine-grained quartz, little silt, trace coarse to fine sand -size shell fragments (SM) 5Y 6/1 Tare Weight, (g): 50.36 166.35 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell o/o Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.05 99.96 100 0.05 #7 2.800 0.01 99.95 100 0.01 #10 2.000 0.02 99.93 100 0.02 #14 1.400 0.05 99.89 100 0.05 #18 1.000 0.08 99.82 98 0.08 #25 0.710 0.11 99.72 70 0.08 #35 0.500 0.12 99.62 50 0.06 #45 0.355 0.18 99.47 40 0.07 #60 0.250 0.50 99.03 30 0.15 #80 0.180 2.00 97.31 20 0.40 #120 0.125 37.90 64.63 10 3.79 #170 0.090 45.99 24.98 0 0.00 #200 0.075 11.61 14.98 0 0.00 #230 1 0.063 3.401 12.04 0 0.00 Total Shell Content: 4 RECEIVE U OCT 31 2019 on Classification Project M&N Deer Creek & Old Ferry Channel SILTY SAND, mostly fine-grained quartz, little silt, trace coarse to fine sand -size s hell fragments ISM) 5Y 6/1 Boring No. OFC-3 Date 311/2019 GRADATION ENG FORM 2087 The USC classification is based on laboratory grain size distribution and visual c assi ica ion MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT IM&N Deer Creek & Old Ferry Channel I OFC-3 Depth: 4.917.5 Date: 3/1 /2019 Description: (SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine sa size shell fragments, few medium to fine gravel -size shell fragments ISM) 5Y 611 Tare Weight, (g): 1 49.54 199.64 (with tare) Dry Weight After Washing (g): I 1(with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 3.82 97.46 100 3.82 5/8" 16.000 0.00 97.46 0 0.00 7/16 11.112 0.93 96.84 100 0.93 5/16 7.938 1.80 95.64 100 1.80 #3.5 5.600 1.07 94.92 100 1.07 #4 4.750 0.00 94.92 0 0.00 #5 4.000 0.07 94.88 100 0.07 #7 2.800 0.37 94.63 100 0.37 #10 2.000 0.15 94.53 100 0.15 #14 1.400 0.18 94.41 100 0.18 #18 1.000 0.31 94.20 100 0.31 #25 0.710 0.44 93.91 90 0.40 #35 0.500 0.67 93.46 50 0.34 #45 0.355 1.23 92.64 30 0.37 #60 0.250 7.21 87.84 20 1.44 #80 0.180 35.41 64.25 10 3.54 #120 0.125 48.00 32.27 5 2.40 #170 0.090 11.92 24.33 0 0.00 #200 1 0.075 5.651 20.57 0 0.00 #230 1 0.063 2.241 19.07 0 0.00 Total Shell Content: 11 HLULI (ED OCT 31 2019 DCM-MHD CITY ' " IIIII�■■■IIIII�■■ir:llllll�■■�IIIII�■■■11111�■■■IIIII�■■■ . IIIII�■■■IIIII�■■■I��11�■r■Illiii7■■IIIII�■■■IIIII!■■■ ' 11111�■■■IIIII�■■■IIIII�■■■IIIII�■ 1■IIIII�■■■IIIII�■■� ' . 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' IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ ....Classificationmmmmm� ProjectDeer & Old Ferry ®� 6/1 Boring No. OFC-3 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual c assi Ica ion MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT EQ191043 S-1 Depth: 0/8.1 Date: 3/1 /2019 Description: SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine size shell fragments ISM) 5Y 6/1 Tare Weight, (g): 51.30 180.19 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/81, 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.17 99.87 100 0.17 #4 4.750 0.00 99.87 0 0.00 #5 4.000 0.07 99.81 100 0.07 #7 2.800 0.12 99.72 100 0.12 #10 2.000 0.21 99.56 100 0.21 #14 1.400 0.52 99.15 100 0.52 #18 1.000 1.16 98.25 98 1.14 #25 0.710 0.91 97.55 90 0.82 #35 0.500 0.83 96.90 60 0.50 #45 0.355 0.81 96.28 40 0.32 #60 0.250 2.35 94.45 30 0.71 #80 0.180 14.25 83.40 10 1.43 #120 0.125 43.03 50.01 5 2.15 #170 0.090 27.38 28.77 0 0.00 #200 1 0.075 7.561 22.90 0 0.00 #230 1 0.063 2.961 20.61 0 Total Shell Content: 6 OCT 31 2019 DCM-MHD CITY .. 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' IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■ oil „ Classification Project M&N Deer Creek & Old Ferry Channel SILTY SAND, mostly medium to fine- sand -size shell fragments (SM) 5Y 6/1 GRADATION ENG FORM 2087 - 1 ne use ciassmcanon is oaseu on wouraiory yram mce uimouuuun auu vsua, MAY 63 Terracon 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0/3.4 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-5 Sample No.: S-1 Description: I SAND, poorly -graded, mostly fine-grained quartz, few coarse to fine sand -size shell fragments, trace silt, trace fine gravel -size shell fragments (SP) 5Y 6/1 Tare Weight, (g): 51.86 199.76 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell o/o Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.29 99.80 100 0.29 #3.5 5.600 0.03 99.78 100 0.03 #4 4.750 0.00 99.78 0 0.00 #5 4.000 0.00 99.78 0 0.00 #7 2.800 0.00 99.78 0 0.00 #10 2.000 0.02 99.77 100 0.02 #14 1,400 0.11 99.70 100 0.11 #18 1.000 0.08 99.64 100 0.08 #25 0.710 0.12 99.56 98 0.12 #35 0.500 0.12 99.48 90 0.11 #45 0.355 0.15 99.38 80 0.12 #60 0.250 0.61 98.97 70 0.43 #80 0.180 4.71 95.78 40 1.88 #120 0.125 71.65 47.34 10 7.17 #170 0.090 53.63 11.08 0 0.00 #200 0.075 9.001 4.99 0 0.00 #230 1 0.063 1 1.801 3.771 01 0.00 Total Shell Content: 1 7 7 OCT 31 2019 DCM-MHD CITY � ' iiiiiii■■iiiiii■■�iiiiiii■■iiiiii■■iiiiiiie■■■iiiiii■■■ 'iiiiii■■■iiiiii■■■iiiiii■■■iiiiii■■�iiiiiii■i■■iiiiii■■i■ Project M&N Deer Creek & Old Ferry Channel Boring No. OFC-5 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0/1.6 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-6 Sample No.: S-1 Description: I SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine sand size shell fragments, trace fine gravel -size shell fragments (SM) 5Y 5/1 Tare Weight, (g): 1 52.05 184.61 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.43 99.68 100 0.43 #3.5 5.600 0.06 99.63 100 0.06 #4 4.750 0.00 99.63 0 0.00 #5 4.000 0.42 99.31 100 0.42 #7 2.800 0.51 98.93 100 0.51 #10 2.000 0.28 98.72 100 0.28 #14 1.400 0.26 98.52 100 0.26 #18 1.000 0.43 98.20 100 0.43 #25 0.710 0.45 97.86 90 0.41 #35 0.500 0.46 97.51 70 0.32 #45 0.355 0.56 97.09 60 0.34 #60 0.250 3.30 94.60 30 0.99 #80 0.180 21.98 78.02 10 2.20 #120 0.125 46.12 43.23 5 2.31 #170 0,090 17.31 30.17 0 0.00 #200 1 0.075 1 5.981 25.66 0 0.00 #230 1 0.063 1 2.731 23.60 0 0.00 Total Shell Content: 1 7 HS OCT 31 2019 DCM-MHD CITY IIIII�■■■11111�■■�II�I����■ran■■����IIIII�■■�IIIII�■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■��■IIIII�■■■11111�■■ . 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IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ , 11111�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■ ., IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■WII�■■■IIIII�■■■ „ Ell M&N Deer Creek :Old Ferry Channel ®� size shell fragments i Y51Boring mMoMMM!Project No. OFC-6 3/1/2019 GRADATION ENG FORM 2087 ' The i classification is based on laboratory gram size distribution and visual classification MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Deer OFC-6 Depth: 1/1.6 Date: 3/1 /2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, few medium to fine sand -sized shell fragments (SP) N 7/N Tare Weight, (g): 1 5 Dry Weight After Washing (g): (with tare) (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.08 99.93 100 0.08 #10 2.000 0.07 99.87 100 0.07 #14 1.400 0.11 99.78 100 0.11 #18 1.000 0.13 99.67 100 0.13 #25 0.710 0.21 99.49 90 0.19 #35 0.500 0.38 99.16 50 0.19 #45 0.355 0.74 98.53 30 0.22 #60 0.250 3.31 95.69 20 0.66 #80 0.180 27.60 72.07 10 2.76 #120 0.125 70.17 12.00 5 3.51 #170 0.090 9.09 4.22 0 0.00 #200 1 0.075 0.851 3.49 0 0.00 #230 1 0.063 0.311 3.23 0 0.00 Total Shell Content: 7 RECEIVE u OCT 31 2019 DCM-MHD CITY iiii■■�riiiii■■�iiiiii■■■iiiun■�ii��ii�■�iiiiii�■■■ „ Project M&N Deer Creek & Old Ferry Channel Boring No. OFC-6 GRADATION ENG FORM 2087 ' The USG classification is Daseci on laboratory grain size oistnounon ano visual ciassmcabon MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 3.0/6.2 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-6 Sample No.: S-3 Description: SILTY SAND, mostly medium to fine-grained quartz, little silt, few coarse to fine size shell fragments, few fine gravel -size shell fragments ISM) 5Y 5l1 Tare Weight, (g): 1 49.92 159.54 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 4.12 96.24 100 4.12 7/16 11.112 0.00 96.24 01 0.00 5/16 7.938 0.00 96.24 0 0.00 #3.5 5.600 1.03 95.30 100 1.03 #4 4.750 0.32 95.01 100 0.32 #5 4.000 0.31 94.73 100 0.31 #7 2.800 0.72 94.07 100 0.72 #10 2.000 0.58 93.54 100 0.58 #14 1.400 0.67 92.93 100 0.67 #18 1.000 0.71 92.28 90 0.64 #25 0.710 0.75 91.60 50 0.38 #35 0.500 0.76 90.90 30 0.23 #45 0.355 0.74 90.23 20 0.15 #60 0.250 0.99 89.33 10 0.10 #80 0.180 2.50 87.05 10 0.25 #120 0.125 26.82 62.58 5 1.34 #170 0.090 28.22 36.84 0 0.00 #200 0.075 8.23 29.33 0 0.00 #230 0.063 3.43 26.20 0 Total Shell Content: 10 'IVED OCT 31 2019 DCM-MHD CITY ' " IIIII�■■■11111�■■�.YIIII��■�11111�■■■11111�■■■11111�■■■ . IIIIII�■■■IIIII�■■■Ilill��ii�::!!!��■IIIII�■■■IIIII�■■■ ' IIIII�■■■11111�■■■IIIII�■■■IIIIIi1�711111�■■■IIIII�■■■ ' . 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' IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■11111�■■■IIIII�■■■ „ .... mmmmm� Project Deer - :.. Ferry ®� Boring No. OFC-6 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual c assi ica Fon MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT &N Deer Creek & Old Ferry Channel Depth: 0/3.0 1191043 Date: 3/1 /2019 FC-7 Description: SAND, poorly -graded, mostly fine-grained quartz, few coarse to fine sand -size shell fragments, trace coarse to fine gravel -size shell fragments, trace silt (SP) 5Y 611 Tare Weight, (g): 1 50.47 196.99 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 3.01 97.95 100 3.01 5/8" 16.000 0.00 97.95 0 0.00 7/16 11.112 1 0.00 97.95 0 0.00 5/16 7.938 0.00 97.95 0 0.00 #3.5 5.600 0.00 97.95 0 0.00 #4 4.750 0.00 97.95 0 0.00 #5 4.000 0.00 97.95 0 0.00 #7 2.800 0.18 97.82 100 0.18 #10 2.000 0.19 97.69 100 0.19 #14 1.400 0.12 97.61 100 0.12 #18 1.000 0.09 97.55 98 0.09 #25 0.710 0.12 97.47 95 0.11 #35 0.500 0.14 97.37 70 0.10 #45 0.355 0.20 97.24 60 0.12 #60 0.250 1.31 96.34 40 0.52 #80 0.180 28.05 77.20 10 2.81 #120 0.125 85.57 18.80 5 4.28 #170 0.090 21.95 3.82 0 0.00 #200 0.075 2.891 1.84 0 0.00 #230 0.063 0.631 1.411 01 0.00 Total Shell Content: 1 8 1 RECEIVh-C1 OCT 31 Z019 Illlli■■■Illlli■■�'in.■■�.��.■.::■. ■Illlli■■■Illlli■■■ ., Illlli■■■Illlli■■■IIIIIi■■■Illlli■�■Illlli■■■Illlli■■■ Illlli■■■Illlli■■■Illlli■■■Illlli■�■Illlli■■■Illlli■■■ ' IIIII�■■■IIIII�■■■■IIIII�■■■IIIII�■■ ■11111�■■■IIIIIB■■■ ' ' IIIII�■■■IIIII�■■■■IIIII�■■■IIIII�■■1�11111�■■■■IIIII��■■■ ' Illlli■■■Illlli■■■Illlli■■■Illlli■■I■Illlli■■■Illlli■■■ �' ., Illlli■■■Illlli■■■Illlli■■■Illlli■■i■Illlli■■■Illlli■■■ „ . ' IIIII�■■■IIIII�■■■Illlli■■�IIIII�■■��IIIII�■■■IIIII�■■■ ' " IIIII�■■■IIIII�■■■IIIII�■■�IIIII�■■��Illlli■■■IIIII�■� ' Illlli■■■Illlli■■■Illlli■■■Illlli■■■■Illlli■■■Illlli■■■ Illlli■■■Illlli■■■Illlli■■■Illlli■■■Illlli■■■Illlli■■■ ' Illlli■■■Illlli■■■Illlli■■■Illlli■■■Illlli■■■Illlli■■■ ' Illlli■■■Illlli■■■Illlli■■■Illlli■■�illllli■■■Illlli■■■ ' Illlli■■■Illlli■■■Illlli■■■Illlli■■�111111i■■■Illlli■■ ' Illlli■■■Illlli■■■Illlli■■■Illlli■■■llllli■■■Illlli■■■ ' Illlli■■■IIIIIi■■■Illlli■■■Illlli■■■iillli■■■Illlli■■■ „ .... mmmmmm Project M&N Deer Creek & Old Ferry Channel Boring No. OFC-7 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 3.014.8 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-7 Sample No.: S-2 Description: (SAND, poorly -graded with silt, mostly fine-grained quartz, few silt, few coarse to sand -size shell fragments (SP-SM) 5Y 5/1 Tare Weight, (g): 48.35 178.70 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.01 99.99 100 0.01 #10 2.000 0.15 99.88 100 0.15 #14 1.400 0.10 99.80 100 0.10 #18 1.000 0.16 99.68 90 0.14 #25 0.710 0.27 99.47 80 0.22 #35 0.500 0.30 99.24 50 0.15 #45 0.355 0.48 98.87 40 0.19 #60 0.250 1.00 98.11 30 0.30 #80 0.180 9.57 90.76 10 0.96 #120 0.125 76.08 32.40 5 3.80 #170 0.090 29.33 9.90 0 0.00 #200 0.075 4.07 6.77 0 0.00 #230 1 0.063 1 1.101 5.93 0 0.00 Total Shell Content: 1 5 7 OCT 31 2019 DCM-MHD CITY ' " IIIII�■■■IIIII�■■'■IIIII�■■■Illl��i�l■IIIII�■■■IIIII�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�■IIIII�■■■IIIII�■■■ ' - IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■ ■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■■IIIII�■■■IIIII�■■■ �' ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ ' . �' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ ' ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■�IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■■IIIII�■■■IIIII�■■■ " 1111�■■■IIIII�■■■IIIII�■■■IIIII�■■■�IIIII�■■■IIIII�■■■ ' 1111�■■■IIIII�■■■IIIII�■■■IIIII�■■S�IIIII�■■■IIIII�■■■ ' 1111�■■■IIIII�■■■IIIII�■■■IIIII�■■�111111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�111111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IVIII�■■■IIIIi�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■INII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ .... mmmmmm Project M&N Deer Creek & Old Ferry Channel Date 3/1/2019 GRADATION ENG FORM 2087 " The USC classification is based on laboratory grain size dlstabution and visual classification MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 4.8/5.3 Project No.: E0191043 Date: 3/1/2019 Boring No.: OFC-7 Sample No.: S-3 Description: I SILTY SAND, mostly medium to fine-grained quartz, little silt, trace medium to fine sand -sized shell fragments ISM) 5Y 5l1 Tare Weight, (g): 52.25 167.00 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.14 99.88 0 0.00 #14 1.400 0.26 99.65 10 0.03 #18 1.000 0.34 99.36 30 0.10 #25 0.710 0.36 99.04 30 0.11 #35 0.500 0.42 98.68 20 0.08 #45 0.355 0.44 98.29 20 0.09 #60 0.250 0.74 97.65 20 0.15 #80 0.180 4.30 93.90 20 0.86 #120 0.125 49.62 50.66 5 2.48 #170 0.090 30.19 24.35 0 0.00 #200 0.075 6.471 18.71 0 0.00 #230 0.063 1.991 16.98 0 1 r Total Shell Content: 1 3 1 OCT 31 2019 DCM-MHD CITY ' " 11111�■■■IIIII�■■■IIIII�■■�IIIIIii�l 11111�■■■IIIII�■■■ 11111�■■■IIIII�■■■IIIII�■■■IIIII�■�1�11111�■■■Ilill�■■■ ., IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1�11111�■■■IIIII�■■■ , - IIIII�■■■IIIII�■■■IIIII�■■■11111�■■��11111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■�IIIII�■■■IIIII�■■■ ' ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ �' �' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■�IIIII�■■■IIIII�■■■ ' . �' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■�IIIII�■■■IIIIi�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■� 11111�■■■IIIII�■■■ . 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' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ ....ClassificationSILTY mmmmmm Project M&N Deer Greek & Old Ferry Channel SAND, mostly medium to fine- GRADATION ENG FORM 2087 The USG crasslt/cation is Oasea on raaoratory grain size aistnouhon ana visual ciassmcaaon MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Deer Creek & Old Ferry Channel Depth: 5.3/6.3 EQ191043 F Date: 3/1 /2019 Description: I SAND, poorly -graded with silt, mostly fine-grained quartz, few coarse to fine sand - size shell fragments, few silt (SP-SM) 5Y 6l1 Tare Weight, (g): 49.97 188.30 (with tare) Dry Weight After Washing (g): 1 1 (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.05 99.96 100 0.05 #10 2.000 0.01 99.96 100 0.01 #14 1.400 0.12 99.87 100 0.12 #18 1.000 0.05 99.83 98 0.05 #25 0.710 0.09 99.77 95 0.09 #35 0.500 0.12 99.68 90 0.11 #45 0.355 0.25 99.50 70 0.18 #60 0.250 0.56 99.10 50 0.28 #80 0.180 9.96 91.90 20 1.99 #120 0.125 80.52 33.69 10 8.05 #170 0.090 30.98 11.29 0 0.00 #200 1 0.075 5.321 7.45 0 0.00 #230 1 0.063 1.441 6.40 0 Total Shell Content: 8 D OCT 31 2019 DCM-MHD CITY ' " IIIII�■■■Illli�■■■IIIII�■■■IIIII�■—'1■IIIII�■■■11111�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■��IIIII�■■■11111�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1■IIIII�■■■11111�■■■ ' . 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' IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■ ... .. .. . . . . . . .. oil „ Project M&N Deer Creek :.. Ferry Baring No. OFC-7 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size diStnbuhon and visual classlncabon MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT EQ191043 M Depth: 1 6.3/6.5 Date: 1 3/1 /2019 Description: SANDY ELASTIC SILT, some medium to fine-grained quartz sand, trace fine sand - sized shell fragments (MH) 5Y 5l1 Tare Weight, (g): 1 51.34 106.17 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.00 100.00 0 0.00 #14 1.400 0.00 100.00 0 0.00 #18 1.000 0.01 99.98 0 0.00 #25 0.710 0.05 99.89 10 0.01 #35 0.500 0.06 99.78 10 0.01 #45 0.355 0.08 99.64 10 0.01 #60 0.250 0.07 99.51 20 0.01 #80 0.180 0.94 97.79 10 0.09 #120 0.125 8.22 82.80 10 0.82 #170 0.090 5.38 72.99 5 0.00 #200 0.075 1.721 69.85 0 0.00 #230 0.063 0.771 68.451 01 0.00 Total Shell Content: 2 RECEIVED OCT 31 2019 DCM-MHD CITY IIIII�■■WIIIII�■■�11111�■■�IIIII�■r�lllll�■■■IIIII�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■\�IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■11111�■■■IIIII�■■�\IIIII�■■■IIIII�■■■ ' IIIII�■■W IIII�■■■IIIII�■■■IIIII�■■�� III■■■IIIII� ■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■1�111�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■III�1�■■■IIIII�■■■ , . IIIII�■■■IIIII�■■■IIIII�■■■fllll�■■■IIIII�■■■IIIII�■■■ . IIIII�■■■IIIII�■� IIIII�■■■IIIII�■■■III■ �■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ , IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■ . .' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ , 11111�■■■IIIII�■■■IIIW■■■11111�■■■IIIII�■■■IIIII�■■■ IN „ .... mmmmmm Project M&N Deer .. Ferry sized shell fragments (MH) 5Y 5/1 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT M&N Deer Creek & Old Ferry Channel Depth: 6.517.4 EQ191043 Date: 311 /2019 OFC-7 Description: SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, few coarse to fine sand -size shell fragments, trace coarse to fine gravel -size shell fragments (SP-SM) 5Y 6/1 Tare Weight, (g): 1 51.17 (with tare) 183.69 Dry Weight After Washing (g): F(with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 1.80 98.64 100 1.80 5/8" 16.000 0.00 98.64 0 0.00 7/16 11.112 0.00 98.64 01 0.00 5/16 7.938 0.89 97.97 100 0.89 #3.5 5.600 0.46 97.62 100 0.46 #4 4.750 0.00 97.62 0 0.00 #5 4.000 0.17 97A9 100 0.17 #7 2.800 0.50 97.12 100 0.50 #10 2.000 0.55 96.70 100 0.55 #14 1.400 0.54 96.29 100 0.54 #18 1.000 0.49 95.93 90 0.44 #25 0.710 0.57 95.50 70 0.40 #35 0.500 0.70 94.97 60 0.42 #45 0.355 0.55 94.55 50 0.28 #60 0.250 1.64 93.31 30 0.49 #80 0.180 10.51 85.38 20 2.10 #120 0.125 54.84 44.00 10 5.48 #170 0.090 35.33 17.34 0 0.00 #200 0.075 8.57 10.87 0 0.00 #230 0.063 2.45 9.03 0 Total Shell Content: 1 11 LD OCT 31 2019 DCM-MHD CITY ' " IIIII�■■r�llll�■■Irlil:rr��wl��Ill����ilill�■■■Ilnl�■■■ " iiiiii■■■iiiiii■■■iiiiii■■■niiiii�■iiiiiii■�liiiii■■■ IIIII�■■■IIIII�■■■11111�..■IIIII�....IIIII�..■IIIII�■■■ , IIII�■■■IIIII�■■■IIIII�..■IIIII�....IIIII�..■IIIII�■■■ , IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■i�lllll�■■■IIIII�■■■ ' IIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�111111�■■■IIIII�■■■ ' ' IIII�■■■11111��■■IIIII��■■■IIIII��■■■IIIII�■■■IIIII�■■■ ' ' IIIII��■■IIIII�■■■IIIII�■■■IIIII�■■�11111��■■IIIII��■■ ' ' IIIII��■■IIIII��■■IIIII�■■■11111�■■■Illllil�■■■IIIII��■■■ •' IIIII�■■■I■11�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■ „ .. Ferry fragments (SIP-�M) 5Y 6/1 mmmmmM Boring No. OFC-7 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classification MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 0/1.2 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-8 Sample No.: S-1 Description: SILTY SAND, mostly medium to fine-grained quartz, little silt, trace coarse to fine sand -size shell fragments, trace fine gravel -size shell fragments (SM) 5Y 511 Tare Weight, (g): 50.34 169.82 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.51 99.57 100 0.51 #4 4.750 0.09 99.50 100 0.09 #5 4.000 0.04 99.46 100 0.04 #7 2.800 0.13 99.36 100 0.13 #10 2.000 0.22 99.17 100 0.22 #14 1.400 0.20 99.00 100 0.20 #18 1.000 0.33 98.73 100 0.33 #25 0.710 0.41 98.38 90 0.37 #35 0.500 0.41 98.04 70 0.29 #45 0.355 0.36 97.74 50 0.18 #60 0.250 0.67 97.18 30 0.20 #80 0.180 4.17 93.69 201 0.83 #120 0.125 44.68 56.29 5 2.23 #170 0.090 35.59 26.51 0 0.00 #200 1 0.075 1 9.621 18.45 0 0.00 #230 1 0.063 1 3.111 15.85 0 0.00 Total Shell Content: 1 5 I RECEIVED OCT 31 2019 DCM-MHr) Project M&N Deer Creek & Old Ferry Channel Date 311/2019 GRADATION ENG FORM 2087 e c ass ica ion is based on laboratory grain size ais n u ion ancl visual c ass ica ion MAY 63 Terracon 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 1.2/2.7 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-8 Sample No.: S-2 Description: I SILTY SAND, mostly fine-grained quartz, some coarse to fine gravel -size shell fragments, little silt, few coarse to fine sand -size shell fragments ISM) 5Y 4/1 Tare Weight, (g): 1 50.84 156.79 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell o/o Approx. Visual Shell Wt. (g) 3/4" 19.000 21.39 79.81 100 21.39 5/8" 16.000 1.90 78.02 100 1.90 7/16 11.112 1 9.68 68.88 100 9.68 5/16 7.938 4.47 64.66 100 4.47 #3.5 5.600 2.63 62.18 100 2.63 #4 4.750 1.57 60.70 100 1.57 #5 4.000 0.84 59.91 100 0.84 #7 2.800 1.55 58.44 100 1.55 #10 2.000 0.94 57.56 100 0.94 #14 1.400 0.82 56.78 100 0.82 #18 1.000 0.69 56.13 98 0.68 #25 0.710 0.69 55.48 95 0.66 #35 0.500 0.61 54.90 70 0.43 #45 0.355 0.44 54.49 50 0.22 #60 0.250 0.71 53.82 30 0.21 #80 0.180 2.02 51.91 20 0.40 #120 0.125 12.46 40.15 10 1.25 #170 0.090 15.49 25.53 0 0.00 #200 0.075 4.67 21.121 01 0.00 #230 1 0.063 1.551 19.661 0 Total Shell Content: 1 47 1 d 1q �l•I ��I OCT 31 2019 DCM-MHD CITY ' " IIIII�■■r�llll�■■�I�Ill�rr�lil�l����nlll�■■■11111�■■� IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ . IIIII�■■■IIIII�■■�IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ .' 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Ferry Channel some coarse to fine gravel -size shell Boring No. OFC-8 GRADATION ENG FORM 2087 ` The USC classification is based on laboratory grain size distribution and visual classmcanon MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 2.7/5.3 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-8 Sample No.: S-3 Description: SILTY SAND, mostly fine-grained quartz, some silt, little coarse to fine sand -size shell fragments, little coarse to fine gravel -size shell fragments (SM) 5Y 4/1 Tare Weight, (g): 1 51.61 168.62 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Name Sieve Size mm ( ) Weight Retained (g) �� Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 11.92 89.81 100 11.92 5/8" 16.000 4.89 85.63 100 4.89 7/16 11.112 3.30 82.81 100 3.30 5/16 7.938 0.53 82.36 100 0.53 #3.5 5.600 1.47 81.10 100 1.47 #4 4.750 0.30 80.85 100 0.30 #5 4.000 0.99 80.00 100 0.99 #7 2.800 1.09 79.07 100 1.09 #10 2.000 0.94 78.27 100 0.94 #14 1.400 0.69 77.68 100 0.69 #18 1.000 0.49 77.26 100 0.49 #25 0.710 0.46 76.87 90 0.41 #35 0.500 0.36 76.56 70 0.25 #45 0.355 0.27 76.33 60 0.16 #60 0.250 0.90 75.56 50 0.45 #80 0.180 4.90 71.37 20 0.98 #120 0.125 18.47 55.58 5 0.92 #170 1 0.090 15.77 42.11 0 0.00 #200 1 0.075 1 5.421 37.48 0 0.00 #230 1 0.063 1 2.371 35.45 0 I otal Shell Content: 1 25 IVED OCT 31 2019 DCM-N1HD CITY Project M&N Deer Creek & Old Ferry Channel Boring No. OFC-8 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution ana visual classification MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT EQ191043 OFC-10 Depth: 0/1.4 Date: 3/1 /2019 Description: I ELASTIC SILT with sand, little fine-grained quartz, trace medium to fine sand -size shell fragments, trace fibrous and amorphous organic matter (MH) 5Y 5l1 Tare Weight, (g): 51.35 155.64 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o /o Passing Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.03 99.97 100 0.03 #14 1.400 0.02 99.95 50 0.01 #18 1.000 0.06 99.89 50 0.03 #25 0.710 0.04 99.86 70 0.03 #35 0.500 0.02 99.84 70 0.01 #45 0.355 0.03 99.81 50 0.02 #60 0.250 0.12 99.69 30 0.04 #80 0.180 0.47 99.24 10 0.05 #120 0.125 7.63 91.93 5 0.38 #170 0.090 10.50 81.86 0 0.00 #200 0.075 7.281 74.88 0 0.00 #230 0.063 4.311 7U51 0 4. Total Shell Content: 1 1 1 OCT 31 2019 DCM-Pr1HD CITY ' .. IIIII�■■■IIIII�■■■11111�■■■IIIII�■■�IIIII�■■■11111�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■t\IIIII�■■■11111�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■illll�■■■ ' . 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' 11111�■■■II■1�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ Project M&N Deer Creek & Old Ferry Channel quartz, trace medium to fine sand -size shell fragments, trace fi' ou and Boring No. OFC-10 Date 311/2019 GRADATION ENG FORM 2087 the use ciassitication is based on taooratory grain size aistnouaon ana visuai ciassmcaaon MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT 91043 Depth: 0/2.5 Date: 3/1 /2019 Description: I SILTY SAND, mostly medium to fine-grained quartz, some silt, trace coarse to fine sand -sized shell fragments, trace fine gravel -size shell fragments ISM) 5Y 5l1 Tare Weight, (g): 50.17 171.76 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) o g /o Passin Approx. Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.14 99.88 100 0.14 #4 4.750 0.00 99.88 0 0.00 #5 4.000 0.15 99.76 100 0.15 #7 2.800 0.19 99.61 100 0.19 #10 2.000 0.37 99.30 100 0.37 #14 1.400 0.39 98.98 100 0.39 #18 1.000 0.45 98.61 90 0.41 #25 0.710 0.45 98.24 80 0.36 #35 0.500 0.81 97.57 58 0.47 #45 0.355 1.06 96.70 30 0.32 #60 0.250 1.85 95.18 20 0.37 #80 0.180 5.08 91.00 10 0.51 #120 0.125 23.55 71.63 5 1.18 #170 0.090 24.05 51.85 0 0.00 #200 1 0.075 9.521 44.03 0 0.00 #230 1 0.063 3.891 40.83 0 0.00 Total Shell Content: 4 ED OCT 31 2019 DCM-MHD CITY Classification M&N Deer Creek & Old Ferry Channel SILTYS—AN-D,ln.ostly -d-iumtofine- �M���M!Project Boring No. OFC-12 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual c assi ica ion MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 2.5/5.8 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-12 Sample No.: S-2 Description: I SAND, poorly -graded with silt, mostly fine-grained quartz, few silt, trace fibrous and amorphous organic matter (SP-SM) 5Y 8l2 Tare Weight, (g): 1 52.00 169.72 (with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Name Sieve Size mm ( ) Weight Retained (g) �� Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.01 99.99 0 0.00 #14 1.400 0.04 99.96 0 0.00 #18 1.000 0.07 99.90 0 0.00 #25 0.710 0.13 99.79 0 0.00 #35 0.500 0.26 99.57 0 0.00 #45 0.355 0.60 99.06 0 0.00 #60 0.250 1.49 97.79 0 0.00 #80 0.180 4.55 93.93 0 0.00 #120 0.125 26.82 71.14 0 0.00 #170 0.090 52.96 26.16 0 0.00 #200 0.075 18.521 10.421 01 0.00 #230 0.063 4.401 6.691 0 I otal snen content: u OCT 31 2019 DCM-MHD CITY ' " IIIIII■■■Illlf�■■IIIIIII■■■Ir1111r'V�IIIIII■■■IIIIII■■■ . 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Project M&N Deer Creek & Old Ferry Channel Boring No. OFC-12 GRADATION ENG FORM 2087 ' The USG classification is based on laboratory grain size distribution and visual classification MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: Project No.: Boring No.: Sample No.: er rEQ1910'43 Depth: 0/1.2 Date: 3/1 /2019 Description: I SILTY SAND, mostly medium to fine-grained quartz, little silt, trace medium to fine sand -sized shell fragments ISM) 5Y 5l1 Tare Weight, (g): 50.30 167.23 (with tare) Dry Weight After Washing (g): (with tare) Sieve Size (Name) Sieve Size (mm) Weight Retained (g) Passing Approx.Approx. Visual Shell% Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 0.00 100.00 01 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.07 99.94 50 0.04 #14 1.400 0.11 99.85 100 0.11 #18 1.000 0.22 99.66 50 0.11 #25 0.710 0.36 99.35 50 0.18 #35 0.500 0.58 98.85 40 0.23 #45 0.355 0.80 98.17 30 0.24 #60 0.250 2.45 96.07 20 0.49 #80 0.180 9.03 88.35 10 0.90 #120 0.125 41.49 52.87 0 0.00 #170 0.090 27.75 29.14 0 0.00 #200 1 0.075 5.711 24.25 0 0.00 #230 1 0.063 1.861 22.66 0 0.00 Total Shell Content: 2 IVIED OCT 31 2019 DCM-MHD CITY ' " IIIII�■■WIIIII�■■Willll�■■Wllllli■■WIIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■\�11111�■■■11111�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1�II111�■■■11111�■■■ ' . 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' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■Willi■■■IIIII�■■■ „ Project M&N Deer Creek & Old Ferry Channel SILTY SAND, mostly medium to fine- grained quartz, little silt, ce ium Boring No. OFC-13 GRADATION ENG FORM 2087 The USG classification is based on laboratory grain size distribution and Visual Classirlbatlbn MAY 63 Project: Project No.: Boring No.: Sample No.: Terracon 9655 Florida Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT EQ191043 Depth: 1.2/2.4 Date: 3/1/2019 Description: SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, trace medium to fine sand -size shell fragments (SP-SM) 5Y 812 Tare Weight, (g): 51.80 �_Mwithtare) with tare) Dry Weight After Washing (g): Sieve Size (Name) Sieve Size (mm) Weight Retained (g) /o Passing Approx.o Visual Shell % Approx. Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.00 100.00 0 0.00 #10 2.000 0.12 99.91 5 0.01 #14 1.400 0.25 99.73 50 0.13 #18 1.000 0.29 99.52 50 0.15 #25 0.710 0.47 99.18 30 0.14 #35 0.500 1.00 98.46 30 0.30 #45 0.355 2.45 96.69 20 0.49 #60 0.250 7.23 91.46 10 0.72 #80 0.180 21.06 76.22 5 1.05 #120 0.125 58.60 33.82 0 0.00 #170 0.090 29.02 12.82 0 0.00 #200 0.075 5.591 8.78 01 0.00 #230 0.063 1.521 7.68 01 0.00 Total Shell Content: 2 OCT 31 2019 ,.., ,. ..-. .-. ' '. IIIII�■■■IIIII�■■�Illllr■■�IIIIi�:I■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■7■IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■\1■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�■IIIII�■■■IIIII�■■■ . 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' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��11111�■■■IIIII�■■■ •' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■i111111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■illllll�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■i�llll�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■ -' 11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■lylll�■■■Illli�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■In�l�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ ...ClassificationSAND, �mmmmm Project M&N Deer Greek & Old Ferry Channel poorly -graded with silt, mostly medium to fine-grained quartz, few silt, GRADATION ENG FORM 2087 ' 1 he USG classification Is aasea on Iaaoratoty gram size alsranuaon ano visual aassincanon MAY 63 Terracon 9655 Florida Mining Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT Project: M&N Deer Creek & Old Ferry Channel Depth: 2.4/4.2 Project No.: EQ191043 Date: 3/1/2019 Boring No.: OFC-13 Sample No.: S-3 Description: SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, trace medium to fine sand -size shell fragments (SP-SM) 5Y 8l3 are 185.97I(with tare) Dry Weight After Washing (g): I I (with tare) Sieve Size (Name) Sieve Size (mm ) Weight Retained (g) % Passing Approx.Approx. Visual Shell % Visual Shell Wt. (g) 3/4" 19.000 0.00 100.00 0 0.00 5/8" 16.000 0.00 100.00 0 0.00 7/16 11.112 1 0.00 100.00 0 0.00 5/16 7.938 0.00 100.00 0 0.00 #3.5 5.600 0.00 100.00 0 0.00 #4 4.750 0.00 100.00 0 0.00 #5 4.000 0.00 100.00 0 0.00 #7 2.800 0.21 99.85 0 0.00 #10 2.000 0.32 99.61 1 0.00 #14 1.400 0.42 99.31 2 0.01 #18 1.000 0.19 99.17 0 0.00 #25 0.710 0.86 98.54 5 0.04 #35 0.500 1.52 97.43 5 0.08 #45 0.355 2.26 95.78 0 0.00 #60 0.250 3.04 93.56 0 0.00 #80 0.180 2.76 91.55 0 0.00 #120 0.125 36.65 64.79 0 0.00 #170 0.090 60.34 20.75 0 0.00 #200 0.075 15.881 9.15 0 0.00 #230 0.063 4.321 6.001 0 0.00 Total Shell Content: 0 RECEIVED OCT 31 2019 DCM-MHD CITY ' " IIIII�■■■Illli�■■■IIIII�■■I�iiiii:■■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■11111�■r:■IIIII�■■■IIIII�■■■ ., IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1�11111�■■■IIIII�■■■ , . 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IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■111111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIIII�■■■IIIII�■■■ „ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■'lllll�■■■11111�■■■ '' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIIiI�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■!lIII�■■■11111�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■ IIIII!■■■IIIII�■■■IIIII�■■■IIIII�■■■II`II�■■■IIIII�■■■ ., IIIII�■■■IIIII�■■■II■1�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ ....ClassificationSAND, �mmmmm Project M&N Deer Creek & Old Ferry Channel poorly -graded with silt, mostly GRADATION ENG FORM 2087 " I ne use classmcanon is based on taboratory grain size otsrnbubon arm visuat ctassncabon MAY 63 101" INtl Imy CTncel IkE, C—k OW.-l4opxry Nwif Omu 0 ]OLMER,LUM M ETVM J.. .1 NEPTUNEM CAPE CARTE RET NC IBSBJ I AUSTNJM ETUX NGI• IOU MAIL RUN CAPE CARTERET NC IBSM ]OE OUNI RUM CI CARE GRIERCI XC IBSM $ FUMMANTHIMI GALT U O CARE PANT BWIEVMO CAPEGNLMCT NC I.SM 103 CAM MET MVD GR GRTERET, NC ]•SM l FUTMLµ1THONLY ETUX MTXRYN G I.I GM NOWT MVD CAM GRlERfl NC I85M 101 CAPE PONT BLVD GM CARTERET NC IRS. A DEN MGD,MIOMELEETURASXLEY II] BOB WHITE CIRCLE CAPE GRTERET NC IMM .1 WF Pg. U. GM WEE. HC I85M $ MIOGMCTIMDTNW Al ETW CSNTXI 1$4 SIIORESIOE GENE SWANSBCRO NC 28. 107CAM POINT SUED GR GRTERET NC l•SM 6 CRDOM,WILLUM PREAL MEREDITH ]Ml... GEM DIWE EME.UUl NC IBSM 1D3 CMF PERM BIVD GR CARTERET NC ,ISM ] RVMIE,GEOWM I FTUX TUNE P L. ROCK CT CAMGRTERET MC IBSM LOT ROCR CT GM CAMERET NC IBSM • MMSOM,DM ETUX BEMCG 1IETME FERNM MOREXEAO OTY MC IBSS] 111 CAM PERM R. CAERECARTfRET NC 28.9 NMCHSIIWI R EMR IERMB IOSROIXCCRRT GM CARTERET NC MSM COS R. CT GM CARTERET NC 28. 10 PMKERWILLMM F ETUX GINGER S65 MMUNC OR CAM CARTERET NC 185M 113U PONT R. CAM CARTERET NC I•SM 11 STMXM,CHMLES A FNM LANE 103 ROTE CT WE CARTERET NC 185M IOC ROCR CT CAPE CARTERET NC R.E. II KALOORYMREN A ENIR RONALD C 2111 HIGH RIDGE RALEIGX NC 27" LIS WE POI. RUID WE CARTERET NC NEEM I3 REMIEMMR K ETUX GWENDOLYN B ACED MMARO STREET MIEMM NC 21W 206 CLUB HURT OR GM GRTEMT NC 2BSM 18 MYNCHAMMR T ETAL MOORING 163MGDL..N LORE HCHLMOS NC CO. 11]WE FORTUO CAERE CARTERET MC A.M. IS BLUEWATER INVESTORS INC DOI MAXMONEOR EMERALD ISLE NC l•SM 118 MYS.DN CARE GRTEMT NC 2B1M 16 BUIGERMMOWRURGTHYM BOB CLUB POINT CARVE WE CARTERET NC 2851H lMCLUB POINT CAPE Mi NC U.S. 17 PAR ERWILSWA F ETA GINGER S65 NEPTCVDR WE CMRRA NC Aff. lOI MYGDEOR CAM CARTERET NC 38SM IB MgMN00bMGMY FNR MMM C 203 MYSIM MIKE CAPE CMTERET NC I•SM J03.1.01OR GM GRTEMT NC 285M 19 PMRER,WILLIAM F ETUX GINGER S65 NEPTUNEON CAPE WRNET MC JR. 129 WE POINT MVO GM GRTEMT NC 285M l0 NELSON,MICIMEL W TEN KMRERLY 205 MYLM DRIVE WE GRMRET NC I85M 205MMOEM CARE ..I. NC LSM 2K NEISON.MgMfL W RUX DUMBLY 205 MYLM DRIVE WE CMRRR HC I85M 205 GI DE, GR GRRMi MC IBSM 22 SAWMEMAfS B IRE ETUX TIM. 37I BRIER SHORE IN STELE NC I85V 119 CARE POINT BE. CAM CMTERET NC 2•SM 23 MTIERSON,TMMM ETE. ON III SIMMER REST IWL HUGE. NC i539 221... OR GM GRTEMT NC 21514 2A XIWEFFREY ETUX PATRICIA .REAM. DRM WE WRRT NC IBSM 201 REAMMOR CARE GRERET NC NORM 25 WATSON,MTER R ETUX META ISO, YORRST KINSTON HC 285D ILO CLUB POINT WE GRTERET NC 285114 26 WINTMS,TIMDTNY C ETUX MONICA BM NEPTUNE COURT WE CARTERET NC 211. 12]CME POINT BE. GM GRTERET NC I•SM 21 MMGOY,GREGOND L ENXIEMNIFE 2MBUYS. GENE WE WTRD XC 211. HI9 MYLOEDR CAR CARTERET XC ]BSM 28 BETTS,WITND L ETUX ELLEM M DES CAM MANT M. WE CMRRET NC 211. IDS CARE POINT MVD GM GRMRET XC IBSM 29 MOOREµICE LMMIXE GMNLL J. NORTH TOM STMR MOREMAUCT NC 2855] 219.1%.OR CAM CMTMET NC IBSM b HERNPO,REOIARO P T. WESTNOCII DR. WILSON MC 21. "WE FdM CT GM CARIERET NC I•SM 31 61ECADMN C ETUX KIMBERLY B .11 WYCMXM LANE RME6X MC I1615 211.. ON CAM CARTERET NC H.O. 3l CUFTM,MIAN N ETUX PAMELA G 2375 MWO RO MILW XE .1. 212 CLUB POINT OR CADS CARTERET NC IBSM 33 WATKINVDIMN 6 ETUX WRY MY 109A0AMSCOURT NEWPORT NC DG. 217MYLMOR GM CARTERET NC IBSM 3A F.ML,PXNLIP S ETUX WIOM M 213 MYSM MEVE WE WTMET NC 28SM II3 MYLMOR RTET CAM CARTERET NC NES 35 RIMEYALLENA 2. GI M WE CTERET XC 2•SM 215 MYLMDR GM CARTERET NC RISEN M WATER.MALCIXM C ETUX KRISTI V.IEMIY LORE CAM CMTERET NC 2•SM .3 CAM FORT GM CARTERET NC NEW 37 WE POINT HOMEONNER ASSM SWMSBMIO NC 185M GM GRTERET NC 285M A FULCXERSUSAN LEM 214 CLUB POINT OR CAPE C WECARR., NC 28. 214 CLUB NOW OR GM CARTERET NC 28. l9 MSHORSIELLY ANN WINN 2201VEWEIGX LANE IALMSON . NC 2111SMI 3M CAPE POINTR CAM CARTERET NC SE. 80 XOIl,PMON M RESIDUARY TRUST 106 MANATEE STREET SWANSBORO NC 2•SM GM GRTEMT NC N.G. 81 BURCH,WILLWA E ETUX LAUREN W 103 YAUPoXOARC WE CARTERET NC ]•SM IM YAUPM OR GM CARTERET NC B.S. K KORALY.RDMRT L ETUX .6 CLUB PONT OR CAPFWTERET NC 2•SM 216 CLUB POINT OR GM CARTERET MC 2R1. A3 SAOX,MUY LOU WATSON 503 OEER MEEK ORIYE LVEWTERET NC HSM BOB MEN WERE OR GM CARTERET MC 2RM K CDAERRMIN V ETUX WNM H 288 US HWY]O WEST SIM MYELIXR NC 1R32 .CARE MOUNT CT CAM GRTEMT NC N.E. 46 FIFLM,MGYI DM J.. 511 DEER CREEK WE CARTERET NC l•SM Ell MER CREEK OR GM CARTERET NC 3ESM K IOHNSON.BOMNIE MY 1. CAM HOME CT CAM WRRR NC IBSM 3M WE POINT GM CARTERET MC 2.51. A] WALIKEJAMES B ETUX RENEE A ELL GPE HOME CT CAPE TMET NC lRM 311 WE PLANT GM CARTERET NC 285114 K MCIGNJMhl P IR ElUX MYSM C SOI MER CREEK DMYi CAPE WRRET NC ]•SM SO]MEN MEEK OR GM CARTERET NC 2•SM /v\ / K MUUMU,RCHMD O TRUSTEE AS SHORELINE DRIVE PROCEED. NC 27. 218 CLUB POINT OR CAM CARTMET NC DRM NC LSM mSO FUECMR,LUM M FNR MMIMD SEK NEPTUNEOR CAM WTERET NC I85M 505 DEM MEEK OR CAM CAOUNT /� M MANATEE INHSTMEMR UNITO"MR NOR MANATEE ST CAM PATERET NC RSM 1M YPU.M CAPEGRTERET MC 2RM " M UEMMIRECREEMIL M EMR MAKES LM META FORTEDR CMECMTEPEi NC l•SM 503 DER MEEK OR GM CARTERET MC 2RM 2 m M VENTREIURIXCO F MA IMN F S13 DEER (REEK OMW CAPE CRTERET NC I.SM 5130EER MEEK OR CAM CMTERET NC MEN, vC M FULCXM,UUM M EMR EDWARD S3K MEPTUNEOR CAM CMTMET NC 2BSM 107 YAMON OR GM CARTERET Al 2•S14 n o m v -c 10153 (N3 Ymy Clurvel lkn C—I Itipoun Pmpmy Nouf-- SS MµATEE WYFSTMENTS LEAD PTNSP I%LMNATfE9 CAPE CARTE RET NC 3BSM AGE MI. CRFFR OR WE CARIERE! NC IESM 56 MMYY.MNDLE BYLU IR ETUM ACIDIC NO CB POINT DRIVE CAPE CARTERET NC LAW 330 CLUB POINT OR GR CARTERFT NC IBSM SI PIEROICONAID E ETVR SONU L M21 FOY GLEN COURT APER NC 37539 315 WE PONT IT CAPE CARTERET NC 3BSM SB ARDOW.WOIMD D 1R fTUX RVfN 333 CLUB MEET DR WE CARTRAR XC SBSM 222 CLUB POINT OR CAR GRRRT NC 3RSM 59 WNTREW.RMCO i ETVRIOµ f 513OEf, WER WAVE WE WTFRR XC 3BSM SIS MER CRFFR OR CAPE ...I NC 3BSM AS BMNf SJAFFEY L It ETU% AIDED 334 GLOB POINT DRIVE WE COCONUT NC N.w 334 CLUB POINT OR CAR CARTERET NC 285" 61 MENTREW,RIXCO F ENR ROM f 513 PEER CREEK DRIVE CAPE ..FT NC 3BSM 517MCA CRIER OR CAPE CARTERET NC 385M 0 PURILU,fDWAWDIETURNATNR SIS DEER MI. ON WE(ARTERECT NC LAW $11 WEI CREEX OR CAR CARTERET MC 385M 63 APRE.STUMTW ]N3WRFXNRO OUTRUN NC 37IW 336 CHUG POINT OR MR[ARTERY NC 38SM M HMR6JEfiRfv Nµ INK LWM SELF COUNTRY CLUB CHOW N WILSMI NC 37W6 222 CLUB AGENT OR WE CARTERFT NC 385Y 65 ANOWJMICE L UAL 9M SURFSIDE AVENUE VIRGINIA BEACH VA 13951 337CLUB POINT OR MR CARTERET MC 3BSM fib UMDEN.NfMO HENRY I/T 533 WEI CREEK OMN WE[ARTERY NC NEW SEE MER CREEK OR MR MRRRET NC 3BSM 61 STµ1FY,PATRICN TRVSTEE ELN ILA MCOLETON CYCLE AWEBORO NC 37305 330 CLUB AGENT CH CANS ...I NC 3BSM 68 TUTIEJAMES S IR ETU% LOOSE Ill CHANNEL NEW MEEK CAPE CMTERR NC Rw 331 CHANNEL VIEW R MR CARTERET NC 381M 69 IOHNSTON,fUMHER EOWARO UAL I33 CHANNEL MEN WE.. FT NC 3MM 222 CHANNEL VIERR MR CARTERET NC 3BSM HI WSKAWILLIAM FIR SXM NORTH OAKS MAIL GREENSBpp NC l]ASS 229CLUS AGENT OR CAPE. .I NC 38SM 11 UMOENAMRfO HENRY LET 53I WER CREEK WVE WE WRME NC iAH .3 MER CREEK ORE MR MRRRT NC 28E. )l REWHER,FREDEMCK M IF FICA MOO SVMY MOGF CIRCLE ARR NC I1539 1IOCLUBR MR CARTERET NC IBSM 73 MMGµ,EVERETT H RU%MMGMET IN CLUB CAPE CARTERT NC ]RSM 107CLUBR CAR CARTERET NC 3BSM HE SE0T,NICE H UAL LARAMIE IN )]S]OXM LEAP LUCAMA NC 27MI 109CLMU CAR CARTERFT NC IMM 75 NALRIJAMES S RUR PA LA 121 DR IF. GAVE WE CMRRR NC LAW %NI MER CRACK OR CAR CARTERET NC IBSM 4 RAMCT.IKC.. IRVK N.WC1 I317 HERAW MU" RD .,.I NC 3730I 53)MER CMEKM CAR CARTERT MC IMM )] SOUTH BY WEST TUC .ANRA FMTF ORM CAPE CMTERR NC ASM 301 CEIWNF RD CAR CAMEMT NC 18514 )B MYSHME NINE LEE 1M POPIM RIME MOVE GCAL.0 NC IOLA 3M SAYWRE DR CAR CAMMET NC 2.2A ry WWFTROY I A CFO. 1W All MBVTIIS MMF WI ST ROANME RApM NC l]BM 529 MCA CREEK OR GR CAMEMT NC 38SM AD MRFAN XMMNG LIKE PMMFAEHIP tlO TAYLOR IgiIM AOAD WE WTFRR NC iLA WE BRING OR CAR CAMEMT NC 185M 81 WILLIS,NANCYM 53C MER CAMEKM WE CMRRR NC Rw "I MIR CREEK OR CAR CARTERET MC IMM Al STWVOJERM AUUM 310 GIONf ROAD CAPE CHEERY NC ]BSM 320 LEAUNF RO CAR CARTERET NC 3MM N STENN6MCHMD W ITIR ANGRY O 133 W1R DEER WANE WE WH.EF NC Dw 533 MIR CREEK OR CAR CARTERET NC 185M M LAMLTRMES ETOR SON XUI 19)ll MKRE AD COSMIC. NC DKUI 3Il BOGUS SOVNOM CAR CAIIIEMT NC IBSM 85 MAMEY,MICHNL 8 AUX CMq P 5350EFR MEEK GAVE WE WTEAET NC RSM SIS ORE. MESA ON CAR CMTERET NC mu M CWTON,iHWM I RUR GTMIEEN 1137HILLTM RO WWN OONINGTO IN INIG SA MER CREEK DR CAM CARTERFT NC LSM A] G Y. MFR CAFE[ORIVE WE WRRY NC EAW SEA WEI CREEK OR GR CAMEMT NC MIR AA WAILMMOMW WALNUTCCW HE I)WI 3II ROGUE LOCH. ON CAR CAIRERET NC ffiSY M HFU N HAEL I RVR RMEMMY E MI DEC. MCIK OR Wf WRRY NC IESM MI WER CRACK OR CAM CAMERFT NC 3BSM AO ATKINDENNDMM SA3 IS MEEKOEW WEWRRY HC 2. M3 ME. CMEKOR CAR CARTERET NC 185M 91 IOMNSONLECRARO A UAL FINITE SAS MER MEEK OR WE CARTERET NC IESM MS OUR CANER OR CAR CARTERET NC IBSM 93 DEGLERHOWARO E IS ETUR RGGY I. TAMEME RIME COURT MLEIGH MC 1I613 M)ME, Oft ft OR CAR ARTEMT NC IBSY 93 PULOEERLUMM .1 NERUNEM CARWTERY MC 2. SEE "SOMEONE CALL CAR CARTERR NC 2. M GNLM,MMSXALL A IR INK RWRY MOUNT NC I)EM 211 YAURM OR CAR CAMERFT NC LASH 95 GM RET PROPERTIES LUC RAM OLD COVE RAND EMERNOME NC IESM 513 NEPTUNE DR CAPE CAMEMT NC LBSM A6 CMIINS,1IpMASG1ENN MPINY GREEN ROAD MIRAMAR E NC 2. 515 NEPTUNE DR CAR CARRMT NC 285M 9I KING.MICHAEL TWIG YW OULL P SI)NEPfMf CMAE CAR CARTERET XC IESM 517 NEPTUNE DR CAR CARTFMT NC EASY 98 MUCPARLFJLLME LFROY AN NERUNEDEVE CAPF CAAERR NC IESM SMNEPNHfOR CAR CARTFAR NC lBSM 99 MEIMAJON B ITN IACPSOM LIT lNoi A5XCAOTOR REIDSVILLE NC E7320 511 NEPTUNE DR CAPE CARTEW NC 21W 1W MOWLMTLCMNOLWI151MC OMSTOM NC AGQH UH NEPTUNE DR CAM (PLATERR XC 28W 301 ALLEN,MN H ETM W STELLCUa All CARRIERS MEEK TMIL WENWLL NEC l)591 SOS NEPTUNE DR CAM ARM TET NC low O ]0E MEN D)SX T ETUAMNEI SM MEYMEOR CAR CAPHAET NC 28. . CATION DR CAM CARTERET XC I85M (� m IN FULCHfRLUM M EMR EDWARD 521 NEPTUNE OR CREEK WHAT, NC AGRA 213 YAUPON DR CAR CARTERET NC IBSM �S 0 IN SYLVESTERIANENA 523 NEPTUNE DRIVE CAPE CARRRET NC IASM 523 NE%LINE DR CAR CARTERR NC IESM Q4 m 1M EYE SNIT PROPERTIES UC Nl LAVE ONI MM WELVIIFRS, MC IASM all.. COK0R CAR CARTERET NC IESM l� 3W RWCOKMKHML L ETIX RAW M SIS NERVNE MM CAPE WHIRET NC low 52S NEPTUNE OR CAR CAMRET NC EASY ^l rn IO) WRWMTUGGIE SESSOMS 527 NEPTUNE CA PE CMlowRET NC 18 527 NEPTUNE DR CAR IO CARTU NC 38SM O v I0A STEPMENSONCHAMES A ETUX VENE 3BM IASLTFRROAD TWROAR NC 275EA S29 NEPTUNE OR CAR CARTERET NC NOW (j% 1M SATRMNOFRANCRETUXIMKMY $31 BIRDLIME OR CAR CARTERFT NC 285M 531 NEPTUNE OR WE CARTERET NC 2. 10153 Wd Fe C lIkv Cmk RD,N ,, wDficaliau 110 DEWAMIN FLUX 1MRION S33 XFRUNEDPR, WE WFERR NC E.. 533 NEPTUNE OR WE WTURET NC 1BSN 111 YENNFOYJOMN L ETUP OfWPNP E S35 NIMM DIM WELMIRRET NC OR. SM XFRUNE OR WE UMERT NC ]BSN 111 IONES,EMMErt M ru. PAMEU 537XFRUNE OR WE E.RET NC Ol. 537 NEMNE OR WE WTERET NC )BSH 113 RING,GWAM G AUP NANME M 3f}E NEUSE ROM) D.S. NC E8501 SM NEPIIINE OR WE WTEPET NC }RSM IIA RN u"REGINAID M I.. ANXKE MP .1 ERUNE OR WE ..ET NC 385N SAS NEPTUNE DR WE WMERT NC 285M .5 BURT ,RGNES RHUE S 3NEPTUNE DR WECMTERET NC 3BSM SfS NEPTUNE OR WE UMEPR NC 185M US RHUE MOPERTNS IIC IDS MMION OR GREENNLIE NC 31856 SES NEPTUNE OR WE WTERT NC IRSPC 111 .,F.ON MRERN ROG MANATEE STREET WE WTERET NC 385N SE)NERUNE OR WE US"RE, MC }BSM t]B TRIPP,GMYOONW IOSMMION OR GMEXNLLE NC Mm SSI NEPTUNE OR UM URTERE7 NC 3RSW Il9 SMICHfI.ROYQ B ETUR DENISE M 5S3 NEPTUNE ORIW WE WTERET NC 38. 553 NEPTUNE OR UMW IRET NC 385Po 120 WYSOWSMJOSIPH f ETAL WO M SSS MPD.EOPM WE CMR RET NC 3R. SSS NE NF OR WE URTERT NC 385M 12I MRNATEE INVESTMENTS IMTO RXSY IM MANATEE ST WE GRRRf NC 385M 557 NEPTUNE OR CAPE WFFEAfT NC 3RSR0 133 YEFLEY.f ES NM SUNSET DDVE ..ENSBDIO NC E7408 SS. IFTUNEM CAM UATERT XC )NSM 1E3 SHIM,WEN R EMR IMROLO SSI NERUNE OR WE WRRET NC 385M SRI NEPNNE DL CAM WTEPP NC )e5M tN AUI ,EMNLM 601 PELETIER LO0P RO Al SWANSBORO NC 38584 563 NEPTUNE OR CAM WDERET ER }85M .S PMMP,Wf .fi NEPTUNE ORM WE CMTUR NC }BSM 565 NfP .lOf CAM WTERET XC }85M llfi PARRISH,HA LWRPSELI 569 NERUNE ORM WE WTERET NC SBSM S67 NEP%NE DR CAPE UIRERET NC I85M Il} PMRISH,H LUMPSILL X9 NERUNE ORM WE WTERET XC 3858E 569 NEPTUNE DR WE GMEPET NC 285M V8 TOWN OF UM WRRR W3 CIXMIN SF WE URRRET NC 285M S39 N C MPT Of ENV HLTH IS NAT RES IWI MML YRVICf CENTER RALEWM NC })Gg9 1. TM WHIM a MRUN RES TR RAL S. MANATEE STREET WE WTEAET NC Fl. 131 MAARIMELBLINGSILC EMEMLDISIE NC }P59L S. MARINA DI EMEMIO Wf NC ERSM SM L IME LBLINGS LLC E.E.I. XC }P59E SSI MAMNAM EMEMID ISLf NC }R59L E33 M VMEIU,MUL A UUX MEWIA 301 WE PDMCT WF WTEPET XC 28W .1 WEPTNMCT WE URTERR NC }BSM 134 HOU,PMMM S. ..TEE STREET WE WTERET NC }85M 338 LNE WM WE URTERET NC 281. v n v o m m '< n N 0 CXE m v 105 Legend — Dredge Limits arcels Date:10/18/2019 N Landowner Notification LeA,WI ED ,,,, Drawn By: JM MN Project #10153 0 150 300 600 moitatt & nicnoi Approved By: Carteret County, NC OCT 31 L" F DCM-MHO Ci 94 92 Y Y t � f • � � �� � 103 102 �e Nor oe 1 , 1 e { F:.fir s , Sri 96 \ 97 98 , • 4. L � a i ti i 26\,126 ,124 123 93 104 106 06 10� 108 k 109 110 111 112 113 114 116 22 14119 11 Legend — Dredge Limits 'arcels Date. 10/1812019 N ,,,, Landowner Notification Letters Drawn By. JM MN Project #10153 OCT 3 j moiratt & nichol Carteret County, NC Approved By: ,��.. _.,•_ 117 150 300 600 Feet CHANNEL INDEX CHANNEL NAME OLD FERRY CHANNEL DEER CREEK CONNECTOR DEER CREEK MAIN CHANNEL (NORTH) DEER CREEK MAIN CHANNEL (SOUTH) DEER CREEK SPLIT (NORTH) DEER CREEK SPLIT (WEST) -- ;ECONDARY DREDGE GiSPOSAL SITE SHOE" ;:.: 'EE- 2E SHE — 14 -EE1 13 SHEET 15 - SHEET 11 SHEET 10 CAPE CARTERET — SHEET 9 SHEET 12 - - _ - T- PRIMARY G=i F; F � DISFCS,_ "ES - �'FELOACING AREA. SHEET 24- SHEET 17 - i � -SHEET 7 SHEET 18 SHEET 20 SHEET 21 - - - SHEET 6 SHEET 5 a - 9000E SCUNG -- - SHEET 4 SHEET NO. SHEET 3 2-9 6&10-12 12-16 12 & 17-21 i 13, 14. 22. & 23 17&24 PURPOSE: DEER CREEK OLD FERRY CHANNEL MAINTENANCE DREDGING DATUM: MLW N RECEIVED OCT 31 2019 ,DCM-MHD CITY DREDGE PLAN CARTERET COUNTY NTS NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 1 OF 26 DATE: 2019 LEGEND ---- LIMITS OF CHANNEL BASE ------- APPROXIMATE DREDGING LIMITS - CHANNEL CENTERLINE, TYP DREDGE AREA (BASE) DREDGE AREA (SIDE SLOPE) MATCHLINE A PURPOSE: DEER CREEK NOTES: OLD FERRY CHANNEL 1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING DATUM: MLW 2. SEE SHEET 25 FOR SECTION VIEWS. ' 3. SEES SHEET 26 FOR VOLUME TABLES. MATCHLINE SHEET 3 MATCHLINE A DREDGE PLAN 0 60 120 Y CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 2 OF 26 DATE: 2019 MATCHLINE A 1 1,1 APPROX LIMITS o 0 OF DREDGING, TYP � \ 1 " ` P � 1 1 � \ 1 LEGEND I MATCHLINE SHEET 3 i---- I LIMITS OF CHANNEL BASE I -I APPROXIMATE DREDGING LIMITS I -- I CHANNEL CENTERLINE, TYP I 'A I DREDGE AREA (BASE) I DREDGE AREA (SIDE SLOPE) NOTES: 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. PURPOSE: DEER CREEK OLD FERRY CHANNEL N MAINTENANCE DREDGING DATUM: MLW MATCHLINE SHEET 5 MATCHLINE A DCM_MHD CITY DREDGE PLAN 0 60 20 1-=60. CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 4 OF 26 DATE: 2019 LEGEND LIMITS OF CHANNEL BASE ---- ----- APPROXIMATE DREDGING LIMITS CHANNEL CENTERLINE, TVP DREDGE AREA (BASE) DREDGE AREA (SIDE SLOPE) MATCHLINE A MATCHLINE SHEET 4 NOTES: 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. N MATCHLINE SHEET 6 MATCHLINE A MATCHLINE A LEGEND I MATCHLINE SHEET 5 ---- LIMITS OF CHANNEL BASE ------ APPROXIMATE DREDGING LIMITS CHANNEL CENTERLINE, TYP DREDGE AREA (BASE) DREDGE AREA (SIDE SLOPE) PURPOSE: DEER CREEK NOTES; OLD FERRY CHANNEL 1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING 2. SEE SHEET 25 FOR SECTION VIEWS. 0 DATUM: MLW 3. SEES SHEET 26 FOR VOLUME TABLES. MATCHLINE SHEET 7 MATCHLINE A DREDGE PLAN o fio izo CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL I SHEET 6 OF 26 DATE: 2019 APPROX LlfvifS OF DREDGING, TYP - I r , ' I , r i OLD FERR fAN1,-'_ ti LEGEND IMATCHLINE SHEET 8 I LIMITS OF CHANNEL BASE I - I APPROXIMATE DREDGING LIMITS I ---- - I CHANNEL CENTERLINE, TYP I I ' / Y,Z %1 I DREDGE AREA (BASE) I DREDGE AREA (SIDE SLOPE) - N 346- E 2_ 6%_. NOTES: 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. PURPOSE: DEER CREEK OLD FERRY CHANNEL N MAINTENANCE DREDGING DATUM: MLW DREDGE PLAN 0 60 20 RECEIVED OCT 31 2019 DCM-MHD CITY CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 9 OF 26 DATE: 2019 LEGEND ---- LIMITS OF CHANNEL BASE ------ APPROXIMATE DREDGING LIMITS ----- CHANNEL CENTERLINE, TYP DREDGE AREA (BASE) DREDGE AREA (SIDE SLOPE) MATCHLINE SHEET 9 PURPOSE: DEER CREEK NOTES: OLD FERRY CHANNEL 1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING 2. SEE SHEET 25 FOR SECTION VIEWS. DATUM: MLW 3. SEES SHEET 26 FOR VOLUME TABLES. DREDGE PLAN 0 60 120 1"=60' RECEIVED OCT 31 2019 DCM-MHD CITY CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 10 OF 26 DATE: 2019 LEGEND --- LIMITS OF CHANNEL BASE ----- APPROXIMATE DREDGING LIMITS --- CHANNEL CENTERLINE, TYP DREDGE AREA (BASE) DREDGE AREA (SIDE SLOPE) NOTES: 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. BOGUE SOUND- 2019 CITY PURPOSE: DEER CREEK CARTERET COUNTY OLD FERRY CHANNEL DREDGE PLAN z0 NAVIGATION PROJECT j� MAINTENANCE DREDGING DATUM: MLW 1.-60' APPLICATION BY: MOFFATT & NICHOL SHEET 11 OF 26 DATE: 2019 MATCHLINE SHEET 13 1 i 1 I , � 1 1 1 , Ac1 1 , 1 0 + 1 1 I =PPROX LIMITS OF DREDGING, TYP — 0 tt 1 t 1 1t 1' t t t t i t N 346826.84 E 2584176.88 a 11 I � DEER CREEK MAIN CHANNEL(SOUTH) I I i 1 1_ Ir I I I� i + II 1. 1 +1 I I1 11 1 LEGEND LIMITS OF CHANNEL BASE APPROXIMATE DREDGING LIMITS CHANNEL CENTERLINE, TYP DREDGE AREA (BASE) DREDGE AREA (SIDE SLOPE) MATCHLINE SHEET 17 NOTES: — q DEER CREEK MAIN CHANNEL (NORTH) O 1 'SOUND 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. N PURPOSE: DEER CREEK OLD FERRY CHANNEL MAINTENANCE DREDGING DATUM: MLW DREDGE PLAN 0 60 20 1'=60' RECEIVEr< OCT 31 2019 DCM-MHD CITE CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 12 OF 26 DATE: 2019 MATCHLINE SHEET 14 ry & NICHOL 2019 DE� SF T: I I I i I I I II II I 1 1 II E II I t jl 1� rook\\ r 1 11 0-� xv v MATCHLINE SHEET 13 NOTES: N 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. MATCHLINE SHEET 22 1 / 1 /I 1 I 1 11 1 I II 47887.31 E - -)84143.81 ff 'VED 1 2019 DCM-MHD CITY w w Ln Lv z -F S F- Q APPROX LIMITS OF DREDGING, TYP 1,1 ,480 /9. J,°: K !,lAIN 47 \ -CD E 2583 N 347872.03 E 2582809. LEGEND ---- LIMITS OF CHANNEL BASE - - - - - - I APPROXIMATE DREDGING LIMITS CHANNELCENTERLINE,TYP DREDGE AREA (BASE) DREDGE AREA (SIDE SLOPE) N 347845.51 F '/ R?R79 9; PURPOSE: DEER CREEK NOTES: OLD FERRY CHANNEL 1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING 2. SEE SHEET 25 FOR SECTION VIEWS. DATUM: MLW 3. SEES SHEET 26 FOR VOLUME TABLES. ut N 48122.47 2583309. 2 00 DREDGE PLAN 60 120 ------------- 1"-60' A 2019 DCM-MHD CITY CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 15 OF 26 DATE: 2019 LEGEND --- LIMITS OF CHANNEL BASE APPROXIMATE DREDGING LIMITS CHANNEL CENTERLINE, TYP DREDGE AREA (BASE) JvvG DREDGE AREA (SIDE SLOPE) DI CHP. =FF GF [ r H LEI w S U) w z J S U Q PURPOSE: DEER CREEK NOTES: OLD FERRY CHANNEL 1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING 2. SEE SHEET 25 FOR SECTION VIEWS. DATUM: MLw 3. SEES SHEET 26 FOR VOLUME TABLES. DREDGE PLAN 0 60 20 1 "=60' RECEIVED OCT 31 2019 DC"-MHD CITY CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL I SHEET 16 OF 26 DATE: 2019 It CV Ld Lil S U) W z J 2 U Q LEGEND ---- LIMITS OF CHANNEL BASE ------- APPROXIMATE DREDGING LIMITS - CHANNEL CENTERLINE, TYP - DREDGE AREA (BASE) - DREDGE AREA (SIDE SLOPE) :f APPROX LIMITS OF DREDCII. (� DEER CREEK SPLIT (WE- - MATCHLINE SHEET 12 4^PR X LIMITS OFEDGING, TYP PURPOSE: DEER CREEK NOTES: OLD FERRY CHANNEL 1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING 2. SEE SHEET 25 FOR SECTION VIEWS. DATUM: MLW 3. SEES SHEET 26 FOR VOLUME TABLES. ` -BOGUS SOUND — DEER CREEK MAIN CHANNEL !SOUTH; MATCHLINE SHEET 18 DREDGE PLAN 60 120 1"=60' EIVEb 31 2019 D CITY CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL I SHEET 17 OF 26 DATE: 2019 APPROX LIMITS OF DREDGING, TYP \ , 1\ , MA LINE A NOTES: 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. m MATCHLINE A MATCHLINE SHEET 19 JCM-MHD CITE MATCHLINE SHEET 18 LEGEND LIMITS OF CHANNEL BASE --- ------ APPROXIMATE DREDGING LIMITS -- CHANNEL CENTERLINE, TYP DREDGE AREA (BASE) ��- DREDGE AREA (SIDE SLOPE) MATCHLINE A NOTES: 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. CD CN I — Li LLJ cn LLJ Z J U Q MATCHLINE A I DEER CREEK MAIN i i N CHANNEL (SOUTH) I 1 PURPOSE: DEER CREEK OLD FERRY CHANNEL MAINTENANCE DREDGING DATUM: MLW DREDGE PLAN 0 60 120 Y"=60' DCM-MHD CITY CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 19 OF 26 DATE: 2019 N L.I LEI LEGEND I---- I LIMITS OF CHANNEL BASE I -- APPROXIMATE DREDGING LIMITS CHANNEL CENTERLINE, TYP DREDGE AREA(BASE) DREDGE AREA (SIDE SLOPE) NOTES: 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. PURPOSE: DEER CREEK OLD FERRY CHANNEL N MAINTENANCE DREDGING DATUM: MLW DREDGE PLAN 60 12C 1 "=60' IVE' 1 2019 DCM-MHD CITY CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 20 OF 26 DATE: 2019 LEGEND --- LIMITS OF CHANNEL BASE ----- APPROXIMATE DREDGING LIMITS CHANNEL CENTERLINE, TYP DREDGE AREA (BASE) DREDGE AREA (SIDE SLOPE) CD CV W W 2 U) W Z J 2 U H a PURPOSE: DEER CREEK NOTES: OLD FERRY CHANNEL 1. 1' CONTOURS REFERENCE MLW. N MAINTENANCE DREDGING 2. SEE SHEET 25 FOR SECTION VIEWS. DATUM: MLW 3. SEES SHEET 26 FOR VOLUME TABLES. DREDGE PLAN 0 60 120 1 "=60' RECEIVED OCT 31 2019 DCM-MHD CITY CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 21 OF 26 DATE: 2019 LEGEND ---- LIMITS OF CHANNEL BASE — — — — — — APPROXIMATE DREDGING LIMITS CHANNEL CENTERLINE, TYP DREDGE AREA (BASE) DREDGE AREA (SIDE SLOPE) MATCHLINE A MATCHLINE SHEET 14 NOTES: 1. 1'CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. CV F W W 2 Cn W Z J U F- Q PURPOSE: DEER CREEK OLD FERRY CHANNEL MAINTENANCE DREDGING DATUM: MLW -WEC MATCHLINE A DREDGE PLAN NAVIGATION PROJECT CARTERET COUNTY o so zo '=so' APPLICATION BY: MOFFATT & NICHOL SHEET 22 OF 26 DATE: 2019 N 348994.17 E 2583817.,8 I LEGEND LIMITS OF CHANNEL BASE ----- APPROXIMATE DREDGING LIMITS CHANNEL CENTERLINE, TYP DREDGE AREA (BASE) DREDGE AREA (SIDE SLOPE) DEEP I P PUT (NOP NOTES: 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. CV CV W W U7 W Z J 2 U a PURPOSE: DEER CREEK OLD FERRY CHANNEL N MAINTENANCE DREDGING DATUM: MEW DREDGE PLAN 0 60 20 RECEIVED OCT 31 2019 DCM-MHD CIT`✓ CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 23 OF 26 DATE: 2019 1.rir LEGEND N 346337.04 E 2583409.62 APPROX LIMITS OF DRCDGING, TYP N 346243.38 E 2583127.35 -- �� CG Wn t ,_ - . • tea.., ��� u . . . ----I LIMITS OF CHANNEL BASE I ------I APPROXIMATE DREDGING LIMITS I I CHANNEL CENTERLINE, TYP I DREDGE AREA (BASE) I DREDGE AREA (SIDE SLOPE) NOTES: 1. 1' CONTOURS REFERENCE MLW. 2. SEE SHEET 25 FOR SECTION VIEWS. 3. SEES SHEET 26 FOR VOLUME TABLES. HEP, CREEK SPOT (JdEST) PURPOSE: DEER CREEK OLD FERRY CHANNEL N MAINTENANCE DREDGING aDATUM: MLW N 346377.57 F 2-s83681.62 -�-- - - (- s+00 +7 - 6 DREDGE PLAN 0 60 120 IVED 31 2019 DCM-MHD CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 24 OF 26 DATE: 2019 VAR APPROX EXIST. GRADE, EL VARIES DESIGN DREDGE EL -6.0 MLW (1.0' ALLOWABLE OVERDREDGE) CHANNEL 25'-0" 25'-0" SECTION A -A NTS CHANNEL VARIES 15'-0" 15'-0" APPROX TYP EXIST. GRADE, EL VARIES -----,--\ I EDGE OF CHANNEL, TYP EDGE OF CHANNEL, TYP \3 ��---- DESIGN DREDGE EL -6.0 MLW (1.0' ALLOWABLE OVERDREDGE) SECTION B-B NTS VARIES 15'-0" APPROX TYP EXIST. GRADE, EL VARIES DESIGN DREDGE EL -5.0 MLW (1.0' ALLOWABLE OVERDREDGE) APPROX EXIST. GRADE, EL VARIES CHANNEL 15'-0" SECTION C-C NTS DESIGN DREDGE EL -4.0 MLW (0.5' ALLOWABLE OVERDREDGE) EDGE OF CHANNEL, TYP i CHANNEL 10'-O" 10'-O" EDGE OF CHANNEL, TYP I SECTION D-D NTS PURPOSE: DEER CREEK I DREDGE SECTIONS OLD FERRY CHANNEL MAINTENANCE DREDGING DATUM: MLW RECEIVED OCT 31 2019 DCM-MHD CITY CARTERET COUNTY NAVIGATION PROJECT APPLICATION BY: MOFFATT & NICHOL SHEET 25 OF 26 DATE: 2019 OLD FERRY CHANNEL CHANNEL WIDTHS= 30'(0+00-1+85 & 65+00-END) AND 50'(3+85-63+00) DESIGN DREDGE= -6 MLW +1 STATION DREDGE DENSITY (CY/FT) CUMULATIVE DREDGE VOLUME (CY) 0+00.00 6.2 0 1+00.00 4.8 550 2+00.00 3.7 973 3+00.00 3.5 1330 16+00.00 1.1 1559 17+00.00 3.6 1792 18+00.00 4.8 2213 19+00.00 4.0 2656 20+00.00 3.4 3031 21+00.00 6.0 3502 22+00.00 8.3 4214 27+00.00 4.1 4834 33+00.00 4.4 5259 34+00.00 11.2 6040 35+00.00 12.9 7246 36+00.00 7.0 8240 37+00.00 0.5 8615 38+00.00 0.3 8654 46+00.00 0.0 8670 47+00.00 0.1 8674 48+00.00 0.0 8678 49+00.00 0.3 8695 50+00.00 0.8 8748 51+00.00 0.8 8826 65+00.00 0.5 8889 66+00.00 3.5 9085 67+00.00 5.3 9523 67+27.78 1 5.6 9675 DEER CREEK SPLIT (WEST) CHANNEL WIDTH= 20' DESIGN DEPTH= -4 MLW +0.5 STATION DREDGE DENSITY (CY/FT) CUMULATIVE DREDGE VOLUME (CY) 1+00.00 1.4 315 2+00.00 2.0 487 3+00.00 1.6 669 4+00.00 1.9 845 5+00.00 1.3 1004 6+00.00 1.7 1153 7+00.00 1.7 1323 8+00.00 1.3 1475 9+00.00 2.1 1646 10+00.00 2.0 1854 11+00.00 3.6 2131 DEER CREEK CONNECTOR CHANNEL WIDTH= 50' DESIGN DEPTH= -5 MLW +-1 STATION DREDGE DENSITY (CY/FT) CUMULATIVE DREDGE VOLUME (CY) 1+00.00 0.3 17 2+00.00 1.4 102 3+00.00 1.6 248 4+00.00 4.3 542 5+00.00 3.2 938 6+00.00 4.6 1329 7+00.00 5.0 1809 8+00.00 5.7 2345 9+00.00 6.3 2944 10+00.00 6.7 3590 11+00.00 6.1 4229 12+00.00 5.7 4823 13+00.00 5.4 5372 14+00.00 5.6 5922 15+00.00 5.1 6456 16+00.00 5.7 6994 17+00.00 5.8 7567 18+00.00 5.9 8148 19+00.00 5.7 8727 20+00.00 6.7 9341 21+00.00 3.3 9838 DEER CREEK SPLIT (NORTH) CHANNEL WIDTH= 20' DESIGN DEPTH= -4 MLW +0.5 STATION DREDGE DENSITY (CY/FT CUMULATIVE DREDGE VOLUME (CY) 0+00.00 5.8 0 1+00.00 2.4 411 2+00.00 2.6 661 3+00.00 1.9 882 4+00.00 0.9 1 1019 5+00.00 0.1 1066 6+00.00 0.2 1079 21+00.00 1.1 1139 22+00.00 1.7 1272 22+00.70 1.3 1273 DEER CREEK MAIN CHANNEL (NORTH) CHANNEL WIDTHS= 30' (0+00-5+00) AND 20' (6+00-END) DESIGN DEPTHS= -5 MLW +1 (0+00-5+00) AND -4 MLW +0.5 (6+00-END) STATION DREDGE DENSITY (CY/FT) CUMULATIVE DREDGE VOLUME (CV) 0+00.00 0.5 0 1+00.00 2.7 162 2+00.00 2.9 443 3+00.00 3.3 753 4+00.00 3.2 1082 5+00.00 4.9 1489 6+00.00 0.7 1771 7+00.00 0.6 1831 8+00.00 0.7 1896 9+00.00 0.6 1961 10+00.00 0.6 2018 11+00.00 0.4 2065 12+00.00 0.5 2106 13+00.00 1.0 2176 14+00.00 1.3 2289 15+00.00 1.4 2423 16+00.00 2.2 2603 17+00.00 1.6 2794 18+00.00 1.4 2939 19+00.00 2.1 3116 20+00.00 2.4 3335 21+00.00 2.4 3576 22+00.00 1.6 3773 23+00.00 2.6 3978 24+00.00 3.6 4282 25+00.00 3.5 4635 26+00.00 4.4 5029 26+50.00 4.2 5244 DEER CREEK MAIN CHANNEL (SOUTH) CHANNEL WIDTHS= 30' (0+00-3+00) AND 50'(3+00-END) DESIGN DEPTH= -5 MLW +1 STATION DREDGE DENSITY (CY/FT) CUMULATIVE DREDGE VOLUME (CY) 0+00.00 0.9 0 1+00.00 1.8 132 2+00.00 1.6 301 3+00.00 3.7 564 4+00.00 3.9 925 5+00.00 5.7 1401 6+00.00 5.9 1990 7+00.00 6.7 2621 8+00.00 6.5 3279 9+00.00 2.5 3722 10+00.00 2.7 3981 11+00.00 4.1 4319 12+00.00 3.2 4682 16+00.00 0.3 4842 17+00.00 1.3 4933 18+00.00 1.6 5076 19+00.00 0.3 5174 20+00.00 1.6 5270 21+00.00 5.9 5645 22+00.00 6.8 6278 +00.00 5.7 6903 +00.00 5.5 7463 +00.00 3.1 7902 +00.00 r 2.2 8166 +00.00 5.1 8532 +00.00 4.9 9033 29+00.00 5.0 9529 30+00.00 4.3 9996 31+00.00 3.2 10,373 32+00.00 2.8 10,674 33+00.00 1.9 10,911 34+00.00 1.6 11,087 35+00.00 1.3 11,302 RECEIVED OCT 31 2019 DCM-MHD CITY "I I 1588000 344000 0 500 1,000 2,000 Feet o� Legend: 9 Notes: Carteret County Dredging Projects- tY 9 9 i DCI „� Map displays collected by Geodynamics in G Emerald Isle Channels ,", Elevation in U.S. Survey Feet 1.o n profiles Channels behind Emerald Isle, Carteret County NC. Map No: 6 Drawn By: Dan Ott Date: 10/O5/2018 ' Survey Dates: 811512018 - 8/16/2018 onSIy. re°a,a,,,`�,""°m Reviewed By: Dave Bernstein Firm PLS No: F-1306 ° View Rotated 75 degrees West TMsoa>`cs.i 'r crorn,m� Saurzez E _'. - _ �e�•ofi c E, ,pg_ 16.1 n �� Horizontal: NAD83 NCSPF (3200) CalifiM Hya�,•phwN� • 310AG nftd DHe Q(�p(�� �W �" •ewe < TES- '-� Vertical: MLLW 9em5ki .C.H. geo 252-�-5785 tl CONPLE%COASiAL GIWIGF NADE GLEM ,wy, �am/ mu m, T 31 2019 MHD CITY