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Home My WebLink About79-19 MM Town of Sunset Beach Application BinderTOWN OF SUNSET BEACH NAVIGATION PROJECT MAINTENANCE DREDGING OF SOUTH JINKS CREEK CAMA MAJOR PERMIT MODIFICATION REQUEST JULY 2020 Prepared By: Prepared For: Moffatt & Nichol Town of Sunset Beach 238 Princess Street 700 Sunset Blvd. N. Wilmington, NC 28401 Sunset Beach, NC 28468 238 Princess Street "„ Wilmington, NC 28401 moffott a nlchol (910)281-7100 Fax(919)7814889 ww .moffannichol.com To: Division of Coastal Management 400 Commerce Avenue Morehead City, NC 28557 Attn: Amanda Cannon Phone: 252.808.2808 x 206 TRANSMITTAL Date: November 9, 2020 Subject: Feeder, Bay Area, S. Jinks Creek, & Finger Canals — CAMA Modification Request M&N Job No: 9269 Submittal No: 1 ® FedEx ❑ UPS ❑ Hand -Delivery WE ARE SENDING YOU VIA: ❑ Messenger El Attached El Other: ❑ Shop Drawings ❑ Information ❑ Drawings ❑ Samples/Catalog Cuts ❑ Specifications ❑ Letters ❑ Change Order ® Other: Copies Description 1 Draft Hardcopy with accompanying digital files of referenced CAMA Major modification submittal ® For your use ❑ Submit_ copies for distribution ❑ Return of _ corrected prints ❑ Other: ❑ For approval ❑ For review and comment ❑ Resubmit _ copies for approval ❑ As requested ❑ For Bids Due ❑ Return of Loaned Items REMARKS: Dear Amanda, Please find attached the CAMA modification submittal for the Feeder Channel & finger Canals, the Bay Area, and S. Jinks Creek maintenance dredging. The submittal includes a hardcopy and accompanying digital files of the submittal for your records. Please let me know if there are any questions. SIGNED: / l ")Z' a If enclosures are not as noted, kindly notify us at once. Town N Sunset Sea& South Ilnb Geek GMA PermR Modiflotion Property Own,, Notifiw0on Wt Nerve Add PMsical.Addre St# Certified Truldoa# Dale Delfesed N4tw SUNSETBEACH TWINLAKES 435WSHORIELINEDRIVE 1 17017 1450 MI 218249% W14/2020 SUNSETBEACH TWINLAKES 435WSHORELINEDRNE MO OON MI 56344313 SAM020 FABREY FA YSSB HOUSE LLC 11612 W 101 ST TERRACE E. MAIN 508102000(I WI%344320 V1742020 HUNT MARY WHALEY PHILLfiS 322 MCRAE ST E. MAIN 506 7020 (0X)"1 56344337 V182020 DSJWq etterIptW 8.17 8-18, reNmed to Town DRISCOU JOSEPH D ETUX 125 MEZERA RD E. MAIN SO 702000%"1563443" 8/nuo YARBROUGH RALPH F PO BOX M57 E. MAIN 5N M20 0090 WI 56344351 W18=0 504 EAST MAIN STREET CONDO ASSO POBOXMST 202000N 0001563443" 9/1112020 SMTTH CHARMI LW 502 E MAIN ST E. MAIN 502 7020 00% 00015044382 8/172020 WEIXEI. INES M ETVIR 1%ELGINDR E. 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'a 256MA0117 yg 08/13/ 020 THE WAFSb REVOCABLE TRUST 11217 JONAS RIDGE LN I:EJ ry $NC 27613 1 PSP M8811„wYMMN 11 PnnCM Street „" Wilmington, NC 28041 Moffatt a nleftol (910)218-7100 Fax(919)781d889 July 31, 2020 Ms. Tara MacPherson N.C. Division of Coastal Management (NCDCM) 127 Cardinal Drive Extension Wilmington, NC 28468 Re: CAMA Major Permit Modification (Permit 79-19) Maintenance Dredging of South Jinks Creek, the Bay Area, & the Feeder Channel Sunset Beach, NC Dear Ms. MacPherson, On behalf of the Town of Sunset Beach, please find enclosed a CAMA Major Permit modification for permit 79-19 for the above referenced project. The permit package includes information in support of authorizing nearshore placement of beach compatible material dredged from south Jinks Creek. In accordance with NCGS I I3A-12(6), the proposed project is considered exempt from the requirement to prepare a State environmental document. Please note, the application fee of $475.00 will be provided under separate cover from the Town. 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 the Town, please feel free to contact me if you have any questions or need additional information. Sincerely, MOFFATT & NICHOL OIle— Robert Neal, P.E. Senior Coastal Engineer Enclosures cc: Hiram Marziano, Town of Sunset Beach Lisa Anglin, Town of Sunset Beach (w/o attachment) Dawn York, Moffatt & Nichol (w/o attachment) Doug Huggett, Moffatt & Nichol (w/o attachment) Town of Sunset Beach Navigation Project Maintenance Dredging of South Jinks Creek, the Bay Area, & Feeder Channel CAMA Major Permit Modification Table of Contents Tab Description A. Form MP-1 B. Form MP-2 C. Agent Authorization D. Project Narrative E. Permit Drawings F. Previous Permits G. Sediment Analysis H. SPBO Conservation Measures I. EFH Assessment (Digital Only) J. Biological Assessment (BA) (Digital Only) K. Manatee Avoidance Guidelines L. NOAA Recommendations M. SHPO Resource Review N. Riparian Property Notifications I DCM MP-1 APPLICATION for Major novolopmont Pormn (last revised 12/27/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Project Naive (if applicable) Business Name Town of Sunset Beach Navigation Project, Maintenance Town Of Sunset Beach Dredging of South Jinks Creek, the Bay Area and the Feeder Channel Applicant 1: First Name MI Last Name Lisa J Anglin Applicant 2: First Name MI Last Name ff additional applicants, please attach an additional page(s) with names listed. Mailing Address PO Box City State 700 Sunset Blvd N. Sunset Beach North Carolina ZIP Country Phone No. FAX No. 28468 USA 910-579-6297 ext.1003 910-579-1840 Street Address (ddifferent from above) City Slate ZIP Email langlin@sunsetbeachnc.gov 2. Agent/ContractorInformation Business Name Moffatt & Nichol Agent/ Contractor 1: First Name MI Last Name Robert B Neal Agent/ Contractor 2: First Name MI Last Name Mailing Address PO Box City Stale 238 Princess Street Wlmington NC ZIP Phone No. 1 Phone No. 2 28401 910-218-7082 ext. - - ext. FAX No. Contractor 0 919 781 4869 Street Address (d different from above) City State ZIP Email rneal@moffattnichol.com 252-808-2808 :: 1-888.4RCOAST :: www.nccoastaimanagement.net Form DCM MP-1 (Page 2 of 4) APPLICATION for Major Development Permit 3. Project Location County (can be multiple) Street Address State Rd. # South Jinks Creek and Atlantic Ocean nearshore between V Brunswick and 130 Street. n/a Subdivision Name City State Zip Sunset Beach NC 28468 - Phone No. Lot No.(s) (if many, attach additional page with list) 910 - 579 - 6297 ext. 1003 1 1 , a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Lumber Jinks Creek c. Is the water body identified in (b) above, natural or manmade? d. Name the closest majorwaler body to the proposed project site. ®Natural ❑Manmade ❑Unknown Tubbs Inlet e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed ®Yes ❑No work falls within. Sunset Beach 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sci t.) 2,000 ft 9.2 acres - nearshore placement site c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or Submerged Lands, NWL (normal water level) (If many lot sizes, please attach additional page with a list) n/a ❑NHW or ❑NWL e. Vegetation on tract none. f. Man-made features and uses now on tract none. g. Identify and describe the existing land uses adiacenl to the proposed project site. Ocean front beach & residential h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning? Residential (Attach zoning compliance certificate, if applicable) ®Yes ❑No ❑NA j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No k. Has a 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 Distncl or does it involve a ❑Yes ®No ❑NA National Register listed or eligible property? <Form continues on next page> 252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net 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. Sanitary sewer o. Describe existing drinking water supply source. Town supplied water system p. Describe existing storm water management or treatment systems. Sheet flow into Atlantic Ocean 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ®PuhliclGovemment ❑Private/Community b. Give a brief description of purpose, use, and daily operations of the project when complete. Provide recreational navigation access through the residential canals on the east end of Sunset Beach. 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. Expect 1-Hydraulic dredge. Approximately 7,000 fit of temporary pipeline will be installed along the bay and ocean side of Sunset Beach to transport approx. 40,500 CY of beach compatible material. d. List all development activities you propose. The proposed work entails nearshore placement of beach compatible material seaward of 3rd to 13th St. on Sunset Beach in approx. -9-ft MLW to -13-ft MILK. e. Are the proposed activities maintenance of an existing project, new work, or both? New work. f. What is the approximate total disturbed land area resulting from the proposed project? 9.2 Ac - Nearshore Placement Site ❑Sq.Ft or ®Acres g. Will the proposed project encroach on any public easement, public accessway or other area ®Yes ❑No ❑NA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. Beach compatible material and return waters will be placed within the nearshore area (-9-ft MLW to -13-ft MLW) seaward of V to 1310 Street. i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes []No ❑NA j. Is there any mitigation proposed? []Yes ®No ❑NA If yes, attach a mitigation proposal. <Form continues on back> 252-808-2808 :: 1.888-4RCOAST :: www.nccoastalmanagement.net Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. AdditionallinformaLtion' In addition to this completed applibalion hrm,, (MP-1)'the'follbwing items below 7%applicable musfbe submitted in-onier Ibrthe appllcat/dn package to be cramplate: items.(a) — (t)are always applicable to, aoy majordevelopmant apphcetlon; Please consult the applidatlom Instmdtion booklet on how to properly prepaie the required !tams befow. a. A project narrative. It. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly Indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days In which to submit comments on the proposed project to the Division of Coastal Management. Name . > Phone No. Address - - -� - - Name Phone No. Address SEE TAB Name - Phone No. -Address ,. g. A list of previous state or federal permits issued for work on the project tract Include permit numbers, pennitlee, and issuing dates. None h. Signed consultant or agent authorization form, if applicable. 1. Wetland delineation, if necessary. J. A signed AEG hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10). if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. I unaerstana trial 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. 1 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 certi hat thl information provided in this application is truthful to the best of my knowledge. Date GU Print Name Lisa An tin Signatur 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 252-808.2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net 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. Nearshore Placement Template Description Area Existing Aeg.Depth (..MLW-a) Proposed Depth (.MLW-A) Length (it) Width (t) aide Slope (H:\) Eat Ve4we (CY) Material Stevie Nearshore PAcemed-9-am-13-a MLW Site da NdLW(M.) ZODO-8 10a8 3:1 40,50t) CY S. Idn Creel. TOTAL 1. EXCAVATION a. Amount of material to be excavated from below NHW or NWL in cubic yards. 40,500 CY for Nearshore Placement 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 ❑WL ®None (ii) Describe the purpose of the excavation in these areas: 2. DISPOSAL OF EXCAVATED MATERIAL a. Location of disposal area. Nearshore placement - 3'° to 13"St. on Sunset Beach. c. (i) Do you claim title to disposal area? []Yes ®No ❑NA (ii) If no, attach a letter granting permission from the owner e. (i) Does the disposal area include any coastal wetlandsimarsh (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: El This section not applicable sand d. High -ground excavation in cubic yards. 0 CY ❑This section not applicable It. Dimensions of disposal area. 9.2 Ac - Nearshore placement site d. (i) Will a disposal area be available for future maintenance? ®Yes ❑No ❑NA (ii) If yes, where? Same location f. (i) Does the disposal include any area in the water? ®Yes []No ❑NA (ii) If yes, how much water area is affected? 9.2 Ac- Nearshore material placement (below MHW) 252.808-2808 :: 1-888-4RCOA3T :: www.nccoastalmanaoement.net revised: 12/26/06 Form DCM MP-2 (Excavation and Fill, Page 2 of 2) 3. SHORELINE STABILIZATION =,r p7il/ssechon:ro6applicatile. ?Ifdevelopment is iwood groin tine MP 4 ,'Strictures) ; ',, , a. Type of shoreline stabil'izallon: b. Length: 2 .000 0 ❑Bulkhead ❑Riprap ❑Breakwater/Sill ®Other. Nearshore Placement c. Average distance waterward of NHW or NWL: 100 e. Type of stabilization material: Sand g. Number of square feet of fill to be placed below water level. Bulkhead backfill_ Riprap_ Breakwater/Sill— Other_ 1. Source of fill material. S. Jinks Creek Navigation Channel Width: 200 fl d. Maximum distance waterward of NHW or NWL: 600 ft to 800 ft f. (1) Has there been shoreline erosion during preceding 12 months? ❑Yes []No ®NA (it) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. Sand 1 4._,OTHER FILL ACTIWFIES „ _ ®This secGpn;not apPlicatife • .(ExdludmyShorelineS(atiiliiation) ' ` a. (q Will fill material be brought to the site? []Yes []No ❑NA b. (1) Will fill material be placed in coastal wetiands/marsh (CW), If yes, (it) Amount of material to be placed in the water (lii) Dimensions of fill area (iv) Purpose of fill 5. GENERAL a. How will excavated or fill material be kept an site and erosion controlled? Material will be placed directly in open water via hydraulic pipeline. The pipe will be manvered to keep the beach material within the authorized nearshore placement site. c. (i) Will navigational aids be required as a result of the project? ®Yes ❑No ❑NA (it) If yes, explain what type and ihow they will be implemented. Temporary aids (lights) will be provided by the Contractor during construction and will be placed on the construction equipment (Dredge, barge, and pipeline) August28, 2020 Date Sunset Beach Navigation.Project - Maintenance Dredging of South Jinks Creek, theZay Area and the Feeder Channel Protect Name sumergeo aquatic vegetation tsnv), sneu oouom taej, or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV _ ❑SB ❑WL []None III) Describe the purpose of the fill in these areas: What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? Hydraulic dredge for nearshore placement and work barge. d. (i) Will wetlands be crossed in transporting equipment to project site? []Yes ®No ❑NA (11) If yes, explain steps that will be taken to avoid or minimize environmental Impacts. Lisa Anglih _,. --•t-. Applica ame - 252-808-2808:: 1-888-4RCOAST::v vvi.nccoastalmanagement.net revised: 12/26/06 AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION Applicant: Mailing Address: Phone Number: Town of Sunset Beach, NC 700 Sunset Boulevard North Sunset Beach, NC 28468 010.579.6297 Email Address: sphillipsna,sunsetbeachnc.eov The Town of Sunset Beach has authorized: Moffatt & Nichol as an Agent to act on the Town's behalf, for the purpose of applying for and obtaining all CAMA & USACE permits necessary for the project known as: Town of Sunset Beach Navieation Proiect: Maintenance Dredeine of South Jinks Creek the Bay Area, and the Feeder Channel. The project location is: Sunset Beach. (Brunswick County), NC. I further certify that I am authorized to grant, and do in fact grant permission to Division of Coastal Management & the USACE staff, the Local Permit'Officer and their agents to enter on the aforementioned lands in connection with evaluating information related to this permit application. Town Representative: ->! - �i-lIF This certification is valid through January 1, 2022 August 18, 2020 Date Town of Sunset Beach Navigation Project Maintenance Dredging of South Jinks Creek, the Bay Area, & the Feeder Channel Nearshore Placement Narrative INTRODUCTION The Town of Sunset Beach (Town) intends to modify the existing CAMA Permit 79-19 to allow nearshore placement of beach compatible material dredged from south Jinks Creek. The modification request stems from the Town's attempts to maintain compliance with the North Carolina General Statutes and avoid property rights issues with beach front property owners. Permit 79-19 allows navigational dredging in the water bodies known as south Jinks Creek, the Bay Area, and the Feeder Channel system within the Town of Sunset Beach. Sunset Beach lies in Brunswick County, along the southern coastal border of North Carolina, adjacent to Ocean Isle Beach. The proposed navigational dredging will occur along the eastern border of Sunset Beach, within the interior waters of Tubbs Inlet. Figure I shows the proposed project area in relation to Brunswick County. o. BLOW BAYBrunswick County "�° SOf/OSg0RT5UppGY RO BHALLOTiE 1 ap�� VABHARMWN a1 SOHI XT SHNSETBFAm BOLD ^ 6LAND FH BEACH LOMWOODS OAK SHALLDTD: FOLLY CB£f C WELLBEAm M Ef OCEAN LSLE BEACH rHBBs LONG BAY Bn.Er PROJECT AREA BALDHEADaLAro 0 ATLANTIC OCEAN Figure 1. Project Vicinity Map South Jinks Creek comprises a portion of the Jinks Creek connector channel that extends from the Atlantic Intracoastal Waterway (AIWW) to Tubbs Inlet and the Atlantic Ocean. The navigation project in south Jinks Creek will also include the Bay Area and Feeder Channel system positioned in the east portion of Sunset Beach. However, only south Jinks Creek contains beach compatible material. Therefore, this modification request does not alter any portion of the project as permitted for the Bay Area, which includes 1 residential canal, or the Feeder Channel system, which includes one (1) main channel connected to four (4) residential finger canals referenced as Canals A — D. In addition, the modification only proposes to change the material placement location for the south Jinks Creek portion of the navigation project. The modification does not propose to change any aspect of the proposed dredging in south Jinks Creek. This modification only requests to change the material placement site for the beach compatible material dredged from south Jinks Creek from the beach front between 5" and 12' Street on Sunset Beach (originally authorized), to the nearshore zone between 3Fd and 13'B Street. An estimated 40,500 cubic yards (CY) of beach compatible material will be dredged from south Jinks Creek. The beach compatible material will be hydraulically placed as beneficial reuse in the nearshore along approximately 2,000-ft of shoreline seaward of 31 Street to 13`B Street on Sunset Beach. The Town of Sunset Beach Navigation Project Maintenance Dredging of South Jinks Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative Page 12 beneficial reuse material will be placed in an approximate 200-ft wide template in water depths ranging between approximately -9-ft to -13-ft ML W. The final grade for the placed material will not exceed -6.0-11 MLW in height. Figure 2 shows the work area and estimated dredge volume for the south Jinks Creek maintenance dredging project Tab E (Permit Drawings) shows scaled drawings of the work area. i' j Figure 2. South Jinks Creek Work Area MODIFICATION BACKGROUND h� 5 2016 Aenal provided by NC OneMap South links Creek (40,500 CY) Tab F (Previous Permits) provides Permit 79-19, which authorizes beach placement of the south Jinks Creek material. The Town originally intended to place the beach compatible material along the beachfront between 51 and 121 Street on Sunset Beach. However, due to property rights concerns, the Town does not feel beach placement provides a feasible alternative. Specifically, residents were unwilling to risk how the state may enforce NCGS 146-6 (d), which states "...the title to land in or immediately along the Atlantic Ocean raised above the mean high water mark by publicly financed projects which involve hydraulic dredging or other deposition of spoil materials or sand vests in the State. " Since state grants would help finance this project, upland property owners felt they would lose the designation of"beach front" ownership if they allowed material placement on their property. As a result, the property owners refused to provide the temporary construction easements necessary to allow equipment and personnel on their property to complete the work. Town of Sunset Beach Navigation Project Maintenance Dredging of South Jinks Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative Page 13 The referenced NCGS does not apply for projects that do not receive public funding. However, public assistance on this project equals 2/31 of the overall costs, including engineering, construction, and monitoring. For the construction cost to dredge south Jinks Creek alone, the grant funding is estimated at approximately $570,000, and that excludes the engineering and monitoring costs. The Town also considered transporting the beach sand from south Jinks Creek to an adjacent beach, such as the eastern end of Ocean Isle Beach, or Oak Island. However, DCM determined that these options would violate NCGS 113-229 and therefore could not be allowed. For reference, NCGS 113-229 (hl) & (h2) state "...dredgings of beach -quality sand may be placed on the affected downdrift ocean beaches or, if placed elsewhere, an equivalent quality and quantity of sand from another location shall be placed on the downdrift ocean beaches. Clean, beach quality material dredged from navigational channels within the active nearshore, beach or inlet shoal systems shall not be removed permanently from the active nearshore, beach or inlet shoal system. This dredged material shall be disposed of on the ocean beach or shallow active nearshore area where it is environmentally acceptable and compatible with other uses of the beach ". Several conversations and interpretations have been offered towards implementation of the referenced NCGS. Therefore, to ensure evaluation of the appropriate actions or alternatives, the Town requested a legal interpretation of the referenced NCGS. The North Carolina Division of Coastal Management (DCM) provided the following legal interpretation: "The language in the NC Dredge and Fill Law at 113-229(h1) is very clear that: "Clean, beach quality material dredged from navigational channels within the active nearshore, beach or inlet shoal systems shall not be removed permanently from the active nearshore, beach or inlet shoal system. This dredged material shall be disposed of on the ocean beach or shallow active nearshore area where it is environmentally acceptable and compatible with other uses of the beach. " We do not interpret subsection (h1) to be allow flexibility with respect to the mandate in (h2). However, as we have previously suggested, we may be able to allow temporary storage of the beach -compatible sand on high ground until it can be beneficially placed on an eroding beach or nearshore area in the same inlet system. Because the D&F language says "the" active nearshore, beach or inlet shoal system, we interpret this to mean that the sand must stay in the system where the dredging is occurring". Therefore, the beach compatible material must be maintained in the Tubbs Inlet littoral complex to provide consistency with the NCGS. The NCGS does allow for the temporary stockpiling of the beach compatible material in an upland facility. However, the material must be maintained and eventually returned to the Tubbs Inlet littoral complex. As a result, the Town abandoned the alternative for beach placement because (1) it could not be constructed based on the unwillingness for beach front owners within the Tubbs Inlet littoral zone to grant construction access to their property, (2) the option to place the beach material outside of the Tubbs Inlet littoral zone is not allowable under State Law, and (3) stockpiling the beach sand in an upland facility would only delay the action of placing the material along the beach or nearshore while increasing the project cost significantly. NEARSHORE PLACEMENT REASONING Although nearshore placement is not a widely used option for non-federal stakeholders, the alternative provides a beneficial reuse option for placement of the beach material from south Jinks Creek. Nearshore placement also provides an environmentally acceptable and least cost alternative that meets the purpose Davis, B. (2020). Sunset Beach -Jinks Creek Question. Personal email: Brmton.Davisna NCDENR.eov (01-June02O2O). Town of Sunset Beach Navigation Project Maintenance Dredging of South links Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative P a g e 14 and need of the project. The Town evaluated nearshore placement as a last resort for balancing the property owner concerns with beach placement and maintaining consistency with NCGS 113-229. In regards to federal initiatives, the USACE Wilmington District conducts nearshore placement of beach compatible material at nearby Lockwoods Folly Inlet and Carolina Beach Inlet. The USACE implements nearshore placement as presumably the most effective available option for maintaining the navigable channels of the referenced inlets. Figure 3 shows the location of Lockwoods Folly Inlet in relation to Sunset Beach. Lockwoods Folly Inlet lies between Oak Island to the east, and Holden Beach to the west. Other sites in North Carolina where nearshore placement routinely occurs under federal authority include Morehead City Harbor, Oregon Inlet, and Hatteras Inlet. In efforts to identify the most beneficial location for the nearshore placement, the Town of Sunset Beach evaluated recent hurricane impacts. The Town experienced noticeable erosion impacts in the beach and dune system along their central shoreline region extending between 3rd Street and 13" Street on Sunset Beach. Although the Town did not document the beach and shoreline impacts, data obtained from the DCM corroborates the general consensus of erosion concerns in the area of 3`d through 13' Streets. Figure 4 shows long-term erosion rates calculated by DCM for the Sunset Beach shoreline. The DCM calculated rates show the shoreline between 3' Street and 151 Street experienced a landward shoreline recession between 1981 and 2016. Although the recession rate experienced seems minimal, the data shows the shoreline between 31 Street and 151 Street as the most susceptible to erosion forces. Therefore, the Town elected to place the nearshore material seaward of this shoreline in efforts of providing a secondary benefit from the navigation project. The placement of beach -compatible sand placed in the nearshore will add to the sediment supply in the active profile and increase the protection level afforded against wave and current driven shoreline erosion. Figure 3. Lockwoods Folly Inlet Location in Relation to Sunset Beach Town of Sunset Beach Navigation Project Maintenance Dredging of South Jinks Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative P a Figure 4. DCM Shoreline Migration Rates for the East End of Sunset Beach (1981-2016)2 Figure 5 shows the nearshore placement area in relation to the Sunset Beach shoreline and Tubbs Inlet. The placement area initiates approximately 6,000-ft west of Tubbs Inlet and 600-ft offshore of the MHW contour. The placement site lies in the nearshore region between 3rd Street and 131 Street on Sunset Beach. The placed material can be expected to migrate in a westward direction as a function of the wave driven transport. Historically the dominant long -shore transport for Sunset Beach has progressed to the west, towards Little River Inlet. Figure 6 shows the historical wave directions and significant wave height offshore of Sunset Beach through a wave rose with the frequency of occurrence designated by the circular bars on the figure. The USACE maintains the publicly available data represented in the wave rose diagram. The wave rose shows that approximately 60% of the wave cases observed in 2014 propagated towards the west, with the largest percentage coming from the south southeast (SSE) and southeast (SE) direction. If portions of the nearshore material migrated back to Tubbs Inlet, it could not be distinguished from the existing sediment supply already available in the ebb shoal system and nearshore area closer to Tubbs Inlet. Therefore, the relatively small quantity of material proposed for nearshore placement will not create adverse shoaling impacts for Tubbs Inlet or erosion impacts along Sunset Beach. a Richardson, K. (2020). NC DCM — maps showing erosion on Sunset Beach. Personal email: ken.richardson(i�,ncdenc¢ov (20-February-2020). Town of Sunset Beach Navigation Project Maintenance Dredging of South Jinks Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative P a g G Figure 5. Nearshore Placement Vicinity to Tubbs Inlet, South Jinks Creek, Feeder Channel, and the Bay Area ABantic WIS Station 83310 U 1V1 2014 �� - Ut 3 ,67- W1p: -78 Yr° let 33.Sr° GeV01. 15 m Total OW : 8758 WAVE ROSE N 0 Y11.5 23 ]15 �5 M.5 ma a 0. 0 0 I aoasmn 6. 1 W D0 s0 E WFA Ills »6 156 10M 157.5 1N SIG WAVE HEIGHT Im) sv_y� S USA"DgYwerRweeiUODeMopnwq Cents Figure 6. Wave Rose for Sunset Beach Town of Sunset Beach Navigation Project Maintenance Dredging of South links Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative P a g e 17 SEDIMENT COMPATIBILITY The Town conducted a significant effort to determine the sediment composition of the dredge material in south Jinks Creek. The Town also sampled the native material along the shorefront to determine the compatibility of the south Jinks Creek material. The effort entailed collection of multiple vibracores spaced on approximate five -hundred -foot intervals throughout the dredge area, as well as grab samples along the beach face in accordance with NCAC requirements. Figure 7 shows the sediment sample locations in the respective work areas and Tab G (Sediment Analysis) shows the grain size analysis including the individual gain size results for each sample. A total of 6 sediment samples were collected from the proposed south Jinks Creek dredge area (borrow area) in efforts to define the beach compatible material. The calculated sediment characteristics from the dredge area were compared with composite characteristics of 65 samples analyzed from the recipient beach and nearshore zone. Table 1 shows the analysis results for the dredge material and recipient placement site in accordance with the 15A NCAC 07H.0312. Specifically, 15A NCAC 07H.0312 provides the following guidelines for determining if material dredged from navigation projects may be placed on the beach or in the nearshore as a project alternative. • The average percentage by weight of fine-grained sediment (less than 0.0625 millimeters) shall not exceed the average percentage by weight of fine-grained sediment of the recipient beach characterization plus five percent; • The average percentage by weight of granular sediment (greater than or equal to 2 millimeters and less than 4.76 millimeters) shall not exceed the average percentage by weight of coarse -sand sediment of the recipient beach characterization plus 10 percent; • The average percentage by weight of gravel (greater than or equal to 4.76 millimeters and less than 76 millimeters) in a borrow site shall not exceed the average percentage by weight of gravel - sized sediment for the recipient beach characterization plus five percent; • The average percentage by weight of calcium carbonate in a borrow site shall not exceed the average percentage by weight of calcium carbonate of the recipient beach characterization plus 15 percent; and, • Sediment and shell material with a diameter greater than or equal to three inches (76 millimeters) is considered incompatible if it has been placed on the beach during the beach fill project, is observed between MLW and the frontal dune toe, and is in excess of twice the background value of material of the same size along any 50,000-square-foot (4,645 square meter) section of beach. Town of Sunset Beach Navigation Project Maintenance Dredging of South Jinks Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative P a L,, : 8 Figure 7. Sediment Sampling Locations Table 1. Sediment Comparison South Jinks Creek & Nearshore Site Analysis Area Gravel Granular Sand Fines Calcium /o /o /o /o Carbonate South Jinks Creek 0.00% 0.01% 98.38% 1.60 % 5% Recipient Beach 0.07 % 0.55 % 98.15% 1.23°/n 2% Note. Sediment dassifications determined in accordance with NCAC 1547h 0312, Beach Compatible Material Placement The material within south Jinks Creek will be hydraulically dredged and placed in the nearshore between approximate 31 Street and 13°i Street on Sunset Beach. The material will be placed along a 2,000-ft by approximately 200-ft wide template in water depths ranging from approximately -9-ft MLW to -13-ft MLW. The material will be placed to a maximum (highest) elevation of -6.0-11 MLW. While no State standards exist for sediment compatibility for nearshore placement, the material has been determined to be compatible with the characteristics of the immediately adjacent native beach. It can therefore be assumed that the placement material is also compatible with the sediment characteristics of the recipient nearshore area. The hydraulic dredging work will be conducted on a 24-hr per day schedule by a cutterhead dredge between November 161h and March 31", in accordance with the USFWS August 2017 Statewide Programmatic Biological Opinion (SPBO) shown in Tab H. The beneficial reuse material will be transported through an approximate 7,000-ft long hydraulic pipeline for nearshore placement. The pipeline will most likely be anchored within south Jinks Creek immediately behind the hydraulic dredge plant and shall be marked with reflective buoys as recommended by the USCG. Once the floating pipeline traverses landward of MH W , Town of Sunset Beach Navigation Project Maintenance Dredging of South Jinks Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative Page 19 it will not be allowed to meander back into navigable waters. However, the shore pipe may be forced to cross navigable waterways at the Bay Area and Feeder Channel confluence with Jinks Creek. The pipeline will be anchored to the channel bottom to avoid creating a marine hazard at each crossing. The pipeline will also cross navigable waterways perpendicular to the directions of travel to minimize the pipeline length within the navigation channel. The pipeline will be anchored in the deepest depth available so as not to block navigation and will have buoys attached approximately every 25-feet within the crossings. Signage will also be provided and visible from both directions of navigation to mark the pipeline crossing. Along the beachfront, the pipeline will be located as close to the dune as reasonable without traversing over beach grass or other established vegetation. Markings shall be installed along the pipe to warn beach goers to use caution around the pipeline and to remain off the equipment. Sand ramps will also be constructed for pedestrian crossings. The ramps may also be used for emergency beach access by the Town or construction related access for the Contractor. At least one (1) sand ramp will be constructed and maintained where the pipeline turns to enter the Atlantic Ocean. The sand ramp location, as well as the final pipeline location, will be coordinated with USFWS staff and the NCWRC to identify the best path for avoiding shorebird habitat. The pipeline will traverse across the beach along the shortest reasonable path to enter the Atlantic Ocean. The pipeline will be anchored once it passes the breaker zone in the nearshore to prevent unnecessary movement in the pipe. The pipeline route in the Atlantic Ocean shall be marked with reflective buoys on approximate 500-ft intervals. Smaller spacings may be used if pedestrian use of the nearshore area appears likely. The pipeline will traverse to a barge anchored in the placement area. An excavator may be mounted on the barge to help control and maneuver the pipeline outfall. Regardless, the pipeline will be secured to the barge with the outfall positioned overboard. The pipeline will face into the placement area. As material placement occurs, the barge will most likely be maneuvered through the placement area by anchors secured along the four (4) corners of the barge. Placement operations will occur across the 200-ft wide template prior to moving the barge west or parallel to the beach in the placement area. Placement operations will not be allowed to move east or back over an area that has already received material without measuring the current material height. The material will not be placed higher than -6-ft MLW at any time. If material accumulates at a stage higher than -6-ft MLW, excess material shall be removed immediately and prior to advancing further with the placement operations. Hydrographic surveys shall be conducted before and after nearshore placement occurs. The surveys shall be conducted in perpendicular and parallel directions to the beach. The surveys will be used to verify material placement did not encroach above the -6-ft MLW contour. Any deviation found where material placement occurs above the -6-ft MLW contour shall be remediated by leveling the material with an excavator positioned on the barge or through other mechanical means. Hydraulic dredging shall not be allowed as a measure to fix or remediate the material accumulation. The nearshore placement shall strive to maintain a placement density no greater than 25 CY per foot of shoreline. This will provide a low -density placement option that allows the placed material to blend into the existing contours within a six (6) to 18-month period. The low -density placement will also help avoid visual impacts to the upland properties, as the material will disburse in the nearshore zone and not accumulate along the beachfront. The material is anticipated to provide additional storm protection, but the benefit should be minimal due to the low -density placement. Town of Sunset Beach Navigation Project Maintenance Dredging of South links Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative P a g e 110 MONITORING INITIATIVES The Town of Sunset Beach will implement construction and physical monitoring efforts to document the project performance. Since nearshore placement remains a rare or infrequent practice for non-federal entities, the monitoring results may assist in guiding future projects. Turbidity monitoring shall be conducted during the construction efforts and physical monitoring will help confirm the long-term project performance. Turhidity Monitoring During nearshore placement operations, the Town of Sunset Beach will monitor the turbidity impacts of the nearshore placement efforts. Turbidity measurements shall be taken every 4 hours during nearshore placement operations. Samples will be collected within a 2,000-ft mixing zone extending from the nearshore placement area in the downdrift direction. A sample will also be collected at the entrance to Tubbs Inlet during flood tide events. The samples will be collected within the densest portion of any noticeable plume identified at the mixing zone boundary. The results of the turbidity tests will be compared with background conditions collected up -current of the placement operations. The turbidity tests results will be reported to DCM on a weekly basis, along with any corrective actions necessary to address non- compliant results. Samples will be collected at the surface, mid -depth, and bottom at each test location. If the samples taken in the mixing zone exceed 20 Nephelometric Turbidity Units (NTU's) or the background measurements (whichever is greater), placement operations will cease until the measurements return to background conditions. If turbidity readings frequently exceed the monitoring protocols, the pipeline outfall used for the nearshore placement, may be lowered to the ocean floor to help minimize suspended solids. If the pipeline is lowered, the Town will raise the pipeline at least once every four (4) hours to observe the material coming out of the pipe. This will help to reduce the potential for non -compatible material placement in the nearshore. Physical Monitoring The Town will also conduct physical monitoring on an annual schedule to track the project performance. The monitoring will entail the nearshore placement location and Tubbs Inlet to document if increased sediment shoaling occurs as result of the nearshore placement. Surveys of the nearshore placement area will be used to investigate how the placed material disperses into the existing sediment regime. The monitoring efforts will be conducted annually for a minimum of three (3) years to establish a shoaling rate across the material placement site. Surveys within the dredge area may continue past the three (3) year period at the Town's discretion. Surveys of the nearshore placement area will continue annually until traces of the placed sediment no longer remain. The monitoring will evaluate if sediment remains by evaluating if the contours of the placement area have returned to pre -construction conditions. The monitoring will also identify the most likely migration of the placed sediment. AVOIDANCE & MINIMIZATION EFFORTS The Town of Sunset Beach has worked with the resource agencies to avoid and minimize potential impacts that could reasonably be associated with the project since 2016, including four (4) coordination meetings and one (1) on -site discussion. Although the primary focus of the coordination efforts concentrated on potential impacts that may occur as a result of the dredging process, the Town also coordinated in regards to nearshore material placement. The Town organized an agency coordination meeting on June 30, 2020 to discuss potential resource impacts that may result from nearshore placement. Town of Sunset Beach Navigation Project Maintenance Dredging of South Jinks Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative P a g e 11 As part of the nearshore placement coordination efforts, the Town evaluated the potential to impact critical habitat to loggerhead turtles, right whales, hardbottom substrate, and archeological resources. The evaluation indicated the proposed placement area does not pose a significant risk to these resources. The nearshore area does not contain identified critical habitat for loggerhead turtles, nor any known hardbottom substrate. Also, no known archeological resources exist in the project area. The site is within critical habitat for the North Atlantic Right Whale, but due to limited water depth, the time of construction, and proximity to shore, the project is not likely to impact right whale. Tab J (Biological Assessment) provides additional detail on the evaluation of critical habitat for the North Atlantic Right Whale. Additional avoidance and minimization efforts include limiting the dredging operations to the months of November 16' thru March 31 It to reduce the potential for environmental impacts. The approximate 7,000- ft hydraulic pipeline carrying the nearshore placement material dredged from S. Jinks Creek will also be positioned away from any established dune or beach vegetation. The final pipeline placement location will be coordinate with the USFWS and NCWRC prior to the initiation of dredging operations. The Town will also monitor turbidity created by the nearshore placement to help evaluate if impacts occur as a result of the sediment placement. Post -construction physical monitoring will also document the nearshore material placement performance for a period of at least three (3) years. In addition, project construction will follow guidelines issued by the USFWS and NOAA designed to protect manatee, sea turtle, and smalltooth sawfish. 4116 1a /:]Wil The Town of Sunset Beach intends to maintenance dredge south Jinks Creek as part of an overall initiative for the Town and residents to manage the established navigation corridors on the east end of Sunset Beach. As part of the project, approximately 40,500 CY will be placed in the nearshore as beneficial reuse material. This modification request changes the proposed placement area for beach compatible material from the oceanfront between 5' and 12' Street (previously permitted) to the active nearshore region between 3' and 13' Street. The nearshore site extends along a 2,000-ft long by 200-ft wide stretch of oceanfront in water depths ranging from -9-ft ML W to -13-ft ML W. The Town of Sunset Beach chose nearshore placement of the beach compatible material as a last option to maintain consistency with North Carolina General Statute (NCGS) 113-229, which states "Clean, beach quality material dredged from navigational channels within the active nearshore, beach or inlet shoal systems shall not be removed permanently from the active nearshore, beach or inlet shoal system. " The Town explored other options such as beach placement and material stockpiling. However, these alternatives were found as either (1) not permittable, (2) unbuildable due to property rights concerns, or (3) not viable as a final project solution. Sunset Beach identified a nearshore placement site between 3' Street and 13" Street to address long term erosion impacts identified by the North Carolina Division of Coastal Management (DCM), as well as from observations from Hurricane Matthew impacts. The placement site is approximately 6,000-ft downdrift from Tubbs Inlet and 600-ft offshore of MHW. The material will not be placed higher than the -6-ft MLW contour, to limit the potential for visual impacts and navigation concerns. The Town conducted an extensive sediment analysis and found the material in south Jinks Creek to consist of more sand than the native beach. The sediment analysis found the native beach and placement area to consist of approximately 98.15% sand, while the dredge material consisted of 98.38% sand. This result, along with the comprehensive sediment analysis, shows the material matches well with the placement area composition. Town of Sunset Beach Navigation Project Maintenance Dredging of South Links Creek, the Bay Area & Feeder Channel Nearshore Placement Narrative P a g e 112 The work will follow guidelines and recommendations provided by the USFWS and NOAA to minimize the potential for environmental impacts during construction. This includes constructing during the cooler winter period of November 16' through March 31". The Town will also coordinate with the USFWS and the NCWRC during construction for the pipeline placement proposed to carry the nearshore placement material. The coordination efforts will help limit the potential for construction impacts to nesting or foraging shorebirds. Furthermore, the project will follow construction guidelines designed to protect manatee, sea turtle, and smalltooth sawfish. In addition, the Town will implement turbidity monitoring protocols during construction and will also monitor the project performance for a minimum 3-year period. i �o LENOIR T, OJ PAMLICO C S JONES 4 CRAVEN 0e' ONSLOW OQ CARTERET V I �P BEAUFORT BODGE INLET CAPE PENDER INLET LOOKOUT NEW RIVER INLET .w O��P v� �5� G \ I OV R 0 O G` BRUNSWICK �~ LONG BAY CAPE �v FEAR Qs PROJECT AREA VICINITY MAP PROJECT 777zE• TOWN OF SUNSET BEACH NAVIGATION PROJECT: MAINTENANCE DREDGING OF SOUTH JINKS CREEK THE BAY AREA AND THE FEEDER CHANNEL DA7UM.• MLW PREPARED BY MOFFATT & NICHOL 0 10 20 m 5 15 25 SCALE IN MILES BRUNSWICK COUNTY Q VARNAMTOWN " 4� Zvi I SOUTHPORT SUNSET BEACH HOLDEN BEACH LOCKWOODS OAK ISLAND SHALLOTTE FOLLY WLET CASWELLBEACH INLET OCEANISLE BEACH S TUBBS LONG BAY INLET PROJECTAREA PREPARED FOR: TOWN OF SUNSET BEACH NORTH CAROLINA DA 7E' SEPTEMBER 9, 2020 A TLANTI C O C E A N LOCATION MAP SHEET 777LE.• VICINITY AND LOCATION MAPS ONSLOW BAY BALD HEAD ISLAND 0 2 4 m t 3 5 SCALE IN MILES SHEET 1 OF 7 PROJECTTITLE-. TOWN OF SUNSET BEACH NAVIGATION PROJECT: MAINTENANCE DREDGING OF SOUTH JINKS CREEK THE BAY AREA AND THE FEEDER CHANNEL DATUM., MLW PREPARED BY MOFFATT & NICHOL PREPARED FDR. TOWN OF SUNSET BEACH NORTH CAROLINA DA iE SEPTEMBER 9, 2020 NOTES: (NORTHSHORE PLACEMENT) • THE HYDRAULIC PIPELINE USED TO TRANSFER THE DREDGE MATERIAL SHALL BE POSITIONED WITHIN 20-FT OF THE DUNE TOE ADJACENT TO THE VEGETATION LINE WHILE TRAVERSING THE BEACH. THE PIPELINE SHALL HAVE A MINIMUM OF ONE SAND RAMP CROSSING POSITIONED TO FACILITATE PEDESTRIAN ACCESS WHERE THE PIPELINE CROSSES THE SANDY BEACH TO ENTER THE ATLANTIC OCEAN. • THE CONTRACTOR SHALL INSPECT THE PIPELINE A MINIMUM OF ONCE EVERY 4 HOURS OF OPERATION FOR LEAKS OR MATERIAL SPILLS. WHEN A LEAK IS DISCOVERED ALL OPERATIONS SHALL CEASE UNTIL REPAIRS ARE COMPLETED TO STOP THE MATERIAL SPILLAGE. • ALONG NAVIGABLE WATERWAYS, OR BAY SIDE OF SUNSET BEACH, THE PIPELINE SHALL BE POSITIONED ABOVE MHW AND AS LANDWARD AS POSSIBLE WITHOUT TRAVERSING OVER VEGETATION OR THE DUNE FEATURE. • IF THE PIPELINE CANNOT BE POSITIONED ABOVE MHW DUE TO DOCKS OR OTHER STRUCTURES, THE PIPELINE SHALL BE MARKED WITH BUOYS AND LIGHTS A MINIMUM OF EVERY 500-FT, OR AS RECOMMENDED BY THE USCG. • THE PIPELINE WILL CROSS ALL NAVIGABLE WATERWAYS PERPENDICULAR TO THE DIRECTIONS OF TRAVEL TO MINIMIZE THE PIPELINE LENGTH WITHIN THE NAVIGATION CHANNEL. THE PIPELINE WILL BE ANCHORED IN THE DEEPEST DEPTH AVAILABLE TO NOT BLOCK NAVIGATION AND WILL HAVE BUOYS ATTACHED APPROXIMATELY EVERY 25-FEET ALONG EACH CROSSING TO IDENTIFY ITS PRESENCE. THE PIPELINE SHALL NOT BE ALLOWED TO CROSS NAVIGABLE WATERS WITH LESS THAN FOUR (4) FEET OF DRAFT REMAINING OVER THE SUBMERGED LINE. • SIGNAGE SHALL ALSO BE PROVIDED AND VISIBLE FROM BOTH DIRECTIONS OF TRAVEL TO MARK ALL NAVIGATION CROSSINGS. LEGEND -MHW-- MEAN HIGH WATER — - APPROXIMATE PIPELINE CORRIDOR - - - - - - - DREDGE FOOTPRINT ►id�i�i�iiiiii�0'•i • • •' SHEET 777LE.• SITE & KEY PLAN 5D0500 1000' SCALE'. 1 "=1000' 2 7 AP PPo✓ECT TITLE TOWN OF SUNSET BEACH NAVIGATION PROJECT: MAINTENANCE DREDGING OF SOUTH JINKS CREEK THE BAY AREA AND THE FEEDER CHANNEL DATUM: MLW PREPARED BK MOFFATT & NICHOL s i i i i SOUTH JINKS CREEK 5:1 SIDE SLOPES BOTTOM EL —5.0 BEACH PLACEMENT'= Fes': E MAIN ST PREPARED FOP: TOWN OF SUNSET BEACH NORTH CAROLINA DA TE SEPTEMBER 9, 2020 ,LIMITS, TYP Alf— LEGEND MAJOR CONTOUR ------- MINOR CONTOUR NOTES: 1. MAJOR CONTOURS PROVIDED ARE ON A 5'INTERVAL. 2. MINOR CONTOURS PROVIDED ARE ON A 1' INTERVAL. 3. CONTOURS ARE BASED ON 2016 CONDITIONS. d LJ LJ Ld J � a O > SHEET TITLE DREDGE AREA WORK PLAN - SHEET 1 OF 4 SHEET 3 OF 7 N w w a fir tj CORR OOR a r FINAL PIPELINE PLACEMENT WILL BE COORDINATED WITH NCWRC & USFWS j L LEGEND N y — — E — — MAJOR CONTOUR Li z- — — — — — — MINOR CONTOUR NOTES: 1. MAJOR CONTOURS PROVIDED ARE ON A 5' INTERVAL. 2. MINOR CONTOURS PROVIDED ARE ON A 1' INTERVAL. 3. CONTOURS ARE BASED ON 2016 CONDITIONS. 2016 AERIALS BY NC ONEMAP PROJECT T7TLE TOWN OF SUNSET BEACH NAVIGATION PROJECT: MAINTENANCE DREDGING OF SOUTH JINKS CREEK THE BAY AREA AND THE FEEDER CHANNEL DA7UM: MLW PREPARED BY. MOFFATT & NICHOL PREPARED EOR. TOWN OF SUNSET BEACH NORTH CAROLINA 29A7E SEPTEMBER 9.2020 SHEET 777LE' DREDGE AREA WORK PLAN - SHEET 2 OF 4 )0' 200' 74LI 'o' SHEET 4 7 ;6i �I w w � I w zl J S U H Q W PROJECTTITLE. TOWN OF SUNSET BEACH NAVIGATION PROJECT: MAINTENANCE DREDGING OF SOUTH JINKS CREEK THE BAY AREA AND THE FEEDER CHANNEL DATUM.' MLW PREPARED BYMOFFATT & NICHOL PREPARED FOR TOWN OF SUNSET BEACH NORTH CAROLINA OA 7G- SEPTEMBER 9. 2020 PROPOSED CORRIDOR LIMITS — LEGEND —O— — MAJOR CONTOUR — — — — — MINOR CONTOUR NOTES: 1. MAJOR CONTOURS PROVIDED ARE ON A 5' INTERVAL. 2. MINOR CONTOURS PROVIDED ARE ON A 1' INTERVAL. 3. CONTOURS ARE BASED ON 2016 CONDITIONS. SHEET TITLE DREDGE AREA WORK PLAN - SHEET 3 OF 4 0' 200 5CALE i SHEET 5 OF 7 -AAC-0c' LEGEND -kZDJ- - MHJUN UUIVIUUK - - - MINOR CONTOUR ?�._------ ----- �' s-i` FILL AREA _ -� --_-------- NOTES: _ 1. MAJOR CONTOURS PROVIDED --L <°"4 ARE ON A 5' INTERVAL. - - - 2. MINOR CONTOURS PROVIDED - - - - - =- " =_- - ARE ON A 1 INTERVAL. _ �-''-'_ --'o- -- ----------- ---- - -- 3. CONTOURS ARE BASED ON 2016 ---- — — — — —O CONDITIONS. -------------------------------------------------------------- — — -------------- ------ -- - ---- ------ - ------------ — _ — -- ----------------- -- -------- — — — — — tv------- "------------------------- ----_--..---- -- ------ -------------.------------------}#-- -- --- -- --- ----- -erg ------ �� - - Hwy "" - --- -----M �----- ------ ---- ---- --- APPROX E9TTT7 -- - - -- ---- -- - -- _ --- --- a0' MHW SINE_ - - - --- --- ____ ---- _ - ------�MLW-�_ ----- <_- -- _�M-�J'- -- - PROPOSED PIP "--------------= ATLANTIC OCEAN CORRID04 LIMI -- ------ _ �,,� � = Pliv`At PtRELINE _ - - -�--_ =F�L� PLACEMENT WILL BE ALL' ------------- - MLA--- - - - '--'---------------------- - — — — S90R$FPJAT€D -ASH s ------- - — —TF ----------------- _ — - — — — —-------- ----- ------- - - — — --------------------- iW 42975 ---------------------------- ------------- SLOPE,------------ -- --------�-2152713----- -. -----------IOP_�F-T3EEf�I+A-Et =-G0; TYP -------------------- -----------N 42 5-4 —--------- - ------ -- ----------------- - -- - —0 — --E- 2T5-0809 -- - - .t ---------------- ------ ---- --"------------------------ --------- -- --- --- ---E 215 6 ---------------- ------ ------------------ ow - - `----------- 2016 AERIALS BY NC ONEMAP PROJECT ATLE" TOWN OF SUNSET BEACH NAVIGATION PROJECT: MAINTENANCE DREDGING OF SOUTH JINKS CREEK THE BAY AREA AND THE FEEDER CHANNEL DA7UM.• MLW PREPARED BY. MOFFATT & NICHOL PREPARED FOR: TOWN OF SUNSET BEACH NORTH CAROLINA SEPTEMBER 9, 2020 I� 4.9 ---- - SHEET ARE• DREDGE AREA WORK PLAN - SHEET 4 OF 4 0 100 200 SCALE: 1 "-200' T. E- w w x (10 L' i z J F- H a SHEET 6 OF 7 PRO✓ECT 777zE' TOWN OF SUNSET BEACH NAVIGATION PROJECT: MAINTENANCE DREDGING OF SOUTH JINKS CREEK THE BAY AREA AND THE FEEDER CHANNEL DA7UM.' MLW PREPARED B K MOFFATT & NICHOL PREPARED FOR: TOWN OF SUNSET BEACH NORTH CAROLINA DATE.' SEPTEMBER 9, 2020 SHEET 777LE' NEARSHORE PLACEMENT TYPICAL SECTION so' o' so' ioo' SCALE: 1 "=100' SHEET 7 OF 7 ............... Permit Class Permit Number AMENDED 79-19 (BY CRC VARIANCE) STATE OF NORTH CAROLINA Department of Environmental Quality and Coastal Resources Commission V 0rn�it for X 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 Town of Sunset Beach c/o Hiram Marziano 700 Sunset Blvd. N, Sunset Beach, NC 28468 Authorizing development in Brunswick County at S. Jinks Creek the Bay Area, Feeder Channel and Finger Canals, Sunset Beach, as requested in the permittee's application dated 04/03/19 including attached workplan drawings (25) 1-25 of 25 all dated 01/31/19 and marsh buffer drawings (5)1-3 of 3 and 1-2 of 2 all dated 03/19/19. This permit, issued on March 3, 2020 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 )e subject to fines, imprisonment or civil action; or may cause me permit co ue nuu auu vuw. Excavation 1) In order to protect juvenile sbrimp and finfish populations, no excavation shall be permitted between April 1 and September 30 of any year without the prior approval of the Division of Coastal Management, in consultation with appropriate resource agencies. 2) In keeping with the Variance (CRC-VR-19-09) granted by the Coastal Resources Commission (CRC) on February 12, 2020, and the Order signed by the CRC Chairman on February 25, 2020, the depth of excavation shall not exceed -6 feet below the mean low water level For South Jinks Creek and the Bay Area and -5 feet below mean low water level for the Finger Canals. In no case shall the depth of excavation exceed the depth of connecting waters. (See attached sheets for Additional Conditions) This permit action may be appealed by the permittee or other qualified persons within twenty (20) days of the issuing date. 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, 2022 in issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Slgnetl oy me allUlenEy or me avurucwy u1wc�,, auu we c.uwu of the Coastal Resources Commission. �,O, ��® Braxton C. Davis, Director Braxton C. Davis, Director Division of Coastal Management This permit and its conditions are hereby accepted. Signature of Permittee Town of Sunset Beach Permit No. 79-19 Page 2 of 5 ADDITIONAL CONDITIONS 3) The temporary placement or double handling of excavated or fill materials within waters or vegetated wetlands is not authorized. 4) No excavation or filling of Coastal Wetlands is authorized by this permit. 5) In accordance with commitments made by the permittee and to satisfy resource impact concerns, excavation shall not occur within ten (10) feet of any Coastal Wetlands. 6) All excavation shall take place entirely within the areas indicated on the attached workplan drawings. Oyster Relocation 7) Prior to the initiation of any dredging activities, the permittee shall, in coordination with the Division of Marine Fisheries, develop and implement an oyster relocation plan. Contact the Division of Marine Fisheries at (252) 808-8050 to initiate the required coordination. Notice of satisfactory completion of the relocation efforts shall be provided to the Division of Coastal Management prior to initiation of dredging. Upland Spoil Disnosal 8) No excavated materials shall be deposited, even temporarily within 30' of the normal high water line. 9) All excavated materials shall be confined above normal low water level 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. 10) The spoil disposal area shall be inspected and approved by a representative of the Division of Coastal Management prior to the commencement of any excavation activities. NOTE: An Erosion and Sedimentation Control Plan and Stormwater Management Plan may be required for this project. If required, these plans must be filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit these plans to the Department of Energy, Mineral, and Land Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405. Beach Fill 11) Prior to the initiation of any beach fill activity on a specific property, easements or similar legal instruments shall be obtained from the impacted property owner(s) and shall be provided to the Division of Coastal Management prior to any construction activities . 12) In order to protect nesting sea turtles and aquatic marine resources, no beach fill or associated activities, including mobilization, demobilization, or remediation or the use of heavy equipment on the beach shall be permitted between April 1 and November 15 of any year without the prior approval of the Division of Coastal Management, in consultation with appropriate resource agencies. Town of Sunset Beach Permit No. 79-19 Page 3 of 5 ADDITIONAL CONDITIONS 13) This permit authorizes beach fill activities to be carried out one (1) time along the entire reach of the requested project area. Any request to carry out additional activities within an area where beach fill activities have been completed under this.permit shall require a modification of this permit. 14) Prior to initiation of beach fill activity along each section of beach, the existing mean high water line shall be surveyed, and a copy of the survey provided to the Division of Coastal Management. NOTE: The permittee is advised that, per N.C. General Statute § 146-6, the State of North Carolina claims title to all currently submerged lands and any future lands that are raised above the mean high water level as a result of this project. 15) The seaward beach fill limit shall be conducted in accordance with the attached work plats (2) labeled "Dredge Plan Work Area — Sheet 12 of 13" and "Dredge Plan Work Area — Sheet 13 of 13" figures 20 and 21 both dated 01/31/19. 16) Temporary dikes shall be used to retain and direct flow of material parallel to the shoreline to minimize surf zone turbidities. The temporary dikes shall be removed and the beach graded in accordance with approved profiles upon completion of pumping activities in that particular section of beach. 17) Should dredging operations encounter sand deemed non -compatible with 15A NCAC 07H .0312 (Technical Standards for Beach Fill Projects), the dredge operator shall immediately cease operation and contact the NCDCM. Dredge operations shall resume after resolution of the issue of sand compatibility. 18) In order to prevent leakage, dredge pipes shall be routinely inspected. If leakage is found and repairs cannot be made immediately, pumping of material shall stop until such leaks are fixed. 19) Once a section is complete, piping and heavy equipment shall be removed or shifted to a new section and the area graded and dressed to final approved slopes. 20) Land -based equipment necessary for beach fill work shall be brought to the site through existing accesses. Should the work result in any damage to existing accesses, the accesses shall be restored to pre -project conditions immediately upon project completion in that specific area NOTE: The permittee is advised that any new access site would require a modification of this permit. 21) Where oceanfront development exists at elevations nearly equal to that of the native beach, a low protective dune shall be pushed up along the backbeach to prevent slurry from draining towards the development. 22) Dune disturbance shall be kept to a minimum. Any alteration of existing dunes shall be coordinated with the Division of Coastal Management as well as the appropriate property owner(s). All disturbed areas shall be restored to original contours and configuration with reference to the surveyed normal high water line and shall be revegetated immediately following project completion in that specific area. Town of Sunset Beach ADDITIONAL CONDITIONS Permit No. 79-19 Page 4 of 5 Maintenance Clause 23) The Division of Coastal Management shall be notified in writing at least two (2) weeks in advance of any maintenance excavation authorized by this permit, and such notification shall include: A. The number of the original permit. B. A statement that no dimensional changes are proposed. C. A copy of the original permit plans with cross -hatching indicating the area to be excavated,.the area to be used for spoil disposal, and the estimated amount of material to be removed. The location, design and holding capacity of the spoil disposal site shall be approved by a representative of the Division prior to the initiation of any maintenance dredging activities. D. The date of map revision and the permittee's signature shown anew on the original plan. General 24) The permittee and/or his or her contractor shall meet with a representative of the Division prior to initiation of any phase of this project. 25) Thispermit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the written approval of the Division of Coastal Management. 26) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work. 27) 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 to the authorized structure or work, or injury which may be caused from existing or future operations undertaken by the United States in the public interest. 28) The permittee shall obtain any necessary authorizations or approvalsfrom the US Army Corps of Engineers prior to initiation of any permitted activity. Unless specifically altered herein, the permittee shall adhere to all conditions of the Federal approval. 29) The permittee and/or his contractor shall provide for proper storage and handling of all oils, chemicals hydraulic fluids, etc., necessary to carry out the project. 30) This permit does not authorize any permanent or long-term interference with the public's right of access and/or usage of all State lands and waters. 31) The permittee shall make every effort possible to minimize any negative impacts of trucks and construction equipment on roadway and pedestrian traffic. The permittee should also ensure that the ability of individuals to access and enjoy the beach is not impeded outside of the construction limits. NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals or authorizations that may be required. Town of Sunset Beach Permit No. 79-19 Page 5 of 5 - ADDITIONAL CONDITIONS NOTE: Future development of the permittee's property may require a modification of this permit. Contact a representative of the Division at (910) 796-7215 prior to the commencement of any such activity for this determination. NOTE: . The N.C. Division of Water Resources assigned the project DWR Project No. 2002-0158v2. NOTE: The U.S. Army Corps of Engineers assigned the project Action ID SAW-2019-01155. NOTE: An application processing fee of $475 was received by DCM for this project. This fee alsc satisfied the Section 401 application processing fee requirements of the Division of Water Resources. Permit,Class NEW STATE OF NORTH CAROLINA partment of Environment and Natural Resources and R' APR 17 2002 Coastal Resources Comtmiissuon lL DIVISION OF LL is t COASTAL MANAGEMENT for X Major Development in an Area of Environmental Concern pursuant to NCGS 113A-118 X Excavation and/or filling pursuant to NCGS 113-229 Permit Number 45-02 Issued to Town of Sunset Beach, 220 Shoreline Drive, Sunset Beach, NC 28459 Authorizing development in 'Brunswick County at man-made canal system adj. to Jinks Creek as requested in the permittee's application dated 1/7/02 (MP-1) and 1/10/02 (MP-2), including attached workplan drawings 3 through 32 of 32, all dated revised 12/31/01 This permit, issued on April 10, 2002 , 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 be subject to fines, 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 Division of Marine Fisheries. 2) Excavation will not exceed —5.2 feet below the mean low water level. In no case shall the depth of excavation exceed that of the connecting waters. 3) No dredging may take place within 10 feet of any area of coastal wetland. 4) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not authorized (See attached sheets for Additional Conditions) _ This pemut action may be appealed by the permittee 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, 2005 Signed by the authority of the Secretary of DENR and the Chairman of the Coastal Resources Commission. f Donn . Moffitt, Director Division of Coastal Management This permit and its conditions are hereby accepted. In issuing this permit, the State of North Carolina agrees that your project is consistent with the North Carolina Coastal Management Program. Signature of Permittee Town of Sunset Beach Permit 445-02 Page 2 of 3 ADDITIONAL CONDITIONS 5) No vegetated wetlands or marsh grass will be excavated or filled. 6) No excavation will take place outside of the alignment of the area indicated on the workplan drawing(s). 7) The permittee shall adhere to the attached list of US Coast Guard regulations. Spoil Disposal 8) The authorized spoil disposal area must be inspected and approved on -site by a representative of the Division of Coastal Management prior to the initiation of any dredging activities. 9) The permittee shall notify the Division of Environmental Health, Shellfish Sanitation Section at (252) 726-6827 at least 7 days prior to the commencement of any dredging activities so that the area surrounding the disposal area can be temporarily closed to the harvesting of shellfish. 10) 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. 11) The disposal area effluent will be contained by pipe, trough, or similar device to a point at or beyond the mean low/normal water level to prevent gully erosion and unnecessary siltation. 12) The terminal end of the pipeline will be positioned at or greater than 50 feet from any part of the dike and a maximum distance from spillways to allow settlement of suspended sediments. 13) A water control structure will be installed at the intake end of the effluent pipe to assure compliance with water quality standards. . 14) The diked disposal area will be constructed a sufficient distance from the mean high water level or any marsh to eliminate the possibility of dike erosion into surrounding wetlands or waters. Sedimentation and Erosion Control NOTE: An Erosion and Sedimentation Control Plan will be required for this project. This plan must be filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this plan to the Department of Environment and Natural Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405. 15) 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.). Town of Sunset Beach Permit #45-02 Page 3 of 3 ADDITIONAL CONDITIONS r 16) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion r within thirty days of project completion. General 17) 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 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, 18) This permit does not authorize the interference with any existing or proposed Federal project, and the permittee will not be entitled to compensation for damage to the authorized structure or work, or injury which may be caused from existing or future operations undertaken by the United States in the public interest. 19) No attempt will be made by the permittee to prevent the full and free use by the public of all navigable waters at or adjacent to the authorized work. 20) The authorized structure and associated activity must not cause an unacceptable interference with navigation. 21) 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 the turbidity in the waterbody is 25 NTU's or less in all saltwater classes are not considered significant. 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: The permittee is encouraged to contact the Brunswick County mosquito control office at (910) 253-2515 to schedule a pre -construction conference to discuss mosquito control measures. NOTE: This permit does not convey any rights, either in real estate or material. NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. 200200391. 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) Lights and Shapes (33 CFR 84.11-13) 4. Mooring Buoys (33 CFR 62.35) Special Marks (33 CFR 62.31) 6. Uninspected Towing Vessel's (UTV) Licensing Requirements (46 CFR 15.910 & 15.815) 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 CFR 4.05-1) 11. Dredge or UTV Advance Notice of T TOWN OF SUNSET BEACH NAVIGATION PROJECT MAINTENANCE DREDGING OF SOUTH JINKS CREEK, NEARSHORE PLACEMENT SEDIMENT ANALYSIS PAGE INDEX PG 1 -COVER PAGE PG 2-SEDIMENT SAMPLING MAP APPENDIX A - SOUTH JINKS CREEK SEDIMENT ANALYSIS APPENDIX B - RECIPIENT BEACH SEDIMENT ANALYSIS PREPARED FOR: PREPARED BY: TOWN OF SUNSET BEACH, NC MOFFATT & NICHOL 700 SUNSET BOULEVARD NORTH 238 PRINCESS STREET SUNSET BEACH, NC 28468 WILMINGTON, NC 28401 -- -- - \fi\\ mottatt a s-dS e. -ter "4 a '.�, = __ ._. � � � , � ♦ � r � � f � -� � - � �'� 4s. -.. • a a 4 � �� ,_ � A� �\.'Kn �'�1 A y, 1' � i .� awl M. y� a .et 4F "Y�T�'� SPiM"�' A'nr! n'-.�^i\!� ~� `L h ' x n.; Li APPENDIX A SOUTH JINKS CREEK SEDIMENT ANALYSIS PG AI-1 ANALYSIS SUMMARY PLANVIEW PG Al-2 ANALYSIS SUMMARY TABLE PG A2-1 THRU A2-6 VIBRACORE COMPOSITES PG A3-1 THRU PG A3-6 VIBRACORE LOGS PG A4-1 THRU A4-36 GRADATION CURVES PG A5-1 THRU A5-6 VIBRACORE PHOTOGRAPHS PG A6-1 CALCITE COMPOSITE mollall & nl LEGEND PROPOSED CHANNEL CENTERLINE - - - - PROPOSED CHANNEL BASE (WIDTH) PROPOSED DREDGE LIMITS VIBRACORE LOCATION 0' 100' 200' GRAPHIC SCALE IN FEET SJ-04 (STA 56+75 TO 60+00); SJ-05 (STA 60+00 TO 62+50), SJ-06 (STA 62+50 TO 68+50) SEDIMENT COMPOSITE VALUES %BY WEIGHT PASSING SJ-01 S1-02 SJ-03 SJ-04 Si-05 SJ-06 FINES: 1.42 % 2,66% 2.05% 1.70% 0,57% 1,14% AND: 98.56% 97.33% 97.94% 98.30% 99.40% 98.85% GRANULAR_ 0,02% 0,01% 001% 001% 0.02% 0,01% GRAVEL. 0,00% 0.00% 0,00% 0.00% 0.00% 0,00% MEAN DIA (mm): 0.16 0.15 0,17 0.17 0.17 0.17 ORTING: 0.41 0.43 0,41 0.40 0,42 0,45 KEWNESS: -0. 16 401 -0,14 -0.11 -0. 16 -0,14 KURTOSIS: 099 0.84 0.99 0.88 094 0.89 CALCIUM(%) 4% 6% 5% 5% 4% 4% URIC YARDS 4,311 5,096 7,985 10,293 5,720 7,045 1--f 10 STA 51+00 TO 68+00 DESIGN DEPTH -5 MLW I I FT OVERDREDGE TOLERANCE 100 FT CHANNEL WIDTH 5:1 SIDE SLOPES Y 1' I S4100 11 SJ-03 i6100 r SJ-04 60+00 64+00 62+00 SJ-06 6f III 1 R0 ►� M' i %ERIAL PROVIDED BY NC ONEMAP TOWN OF SUNSET BEACH NAVIGATION PROJECT' SOUTH JINKS CREEK Al -I SEDIMENT ANALYSIS SUMMARY PLAN VIEW 9269 Town of Sunset Beach Navigation Project South Jinks Creek Sediment Analysis Summary Table Per 15A NCAC 011.0312 Fines: X <0.0625 mm Sand: 0.0625 <X <2 mm Granulm:2 man <X 1436 mm Gravel: 4.76 <X <76 mm ' `• - + ' - `Y' -` South Jinks CreekVibiaccre Com posite Summary Represemsdve Stations Representative. Volume - (CY) Sample Elevation (FT-MLW) Max Disturbance %'Cove'rage of ' Disturbance DWOt Composite Summary (% By WL Passing) - Mean Sorting Skewness Kurtosis Cakium Content Vibracore Start Sto To Bottom Fines - Sand Gmmrlm Gmvel Total (tam " (o) (n'S0.846% SJ-01 ' 51+00 52+50 4,311 -0.01 -6 -6 100% 1.42 98.56 0.02 0.00 100.00 - 0.16 _ OAI -0.16 51-02' 52+50 54+25 5,096 0.2 -6 .6 - loop/0 2.66 97.33 0.01 0.00 10000 0.15 0.43 ZO] SJ-03 54+25 56+75 7,985 0.3 -6 -6 100% 2.05 97.94 0.01 0.00 100.00 0.17 OA1 -0.14 .S1-04 fl4% - 56+75 60t00 10,293 1.1 -6 --6 IW% - 1.70 9830 0.01 0.00 100.00 0.17 0.40 -0.11 2+50 5,720 -2.3 -6 -6 100% 0.5] 99.40 0.02 0.00 100.00 0.17 0.42 -0.16 62+50 68+507,045 0.5 -6 -6 .100% 1.14 98.85 0.01 0.00 100.00 0.17 OA5 _-0.14 Area Volume C Y Stations Beach Compatible Material 40,450 51+U0-68+50 1. Mas. Disturbance Depth includes overdred8e tolerance. 2. Volumetric quantities are rounded for clarity. OCAICa"I'lity 5uman - Gravel Granular, .Sand <0230 JGraml Mmm' 0.07% I 0.55% 1 . 98.15% I'1.23% 1 2.00% 1 alive Summar - D5(mm) D16(mm) D50(nam) 884 -GrandfinAl an I 6.17 -. 0.17 I OS9 0.23. I 0.17 0.13 I 0.11 Grand Afean(9) 2.52 '2.52 1i80 2.15 2.52 2.90 3.20 Mqn 2.525 U(pD 0.420 Al-2 „" moffatt & nichol VIBRACORE COMPOSITES Sieve a Sieve Sim (0) Sieve S. (mm) Sieve Designation Legend 3/4 5/S 7/16 1 5/16 1 35 1 4 5 7 1 10 14 1 IN 1 25 1 35 1 45 1 fill 80 1 120 1 170 200 230 425 4W -350 -300 -2.50 -2.25 -2 DO -1.50 1 .100 -0.50 OW 0.50 1.00 1.50 200 2.50 1 300 1 3.50 3.75' -4.W 190 16 II 1 H 176 4 28 1 2 14 1 071 05 015 025 0.18 1 0125 1 0.09 00743 0,0625 Town of Sumet Beach Navigation Projeel South Jinks Creek V ibracore Composites Design Depth-5 MLW (+I) Vibracorc SJ-1 (Max. Dredge Depth-6 MIAN) SJ-I Sample Cmmuative % by Waight Relem4d Sieve Phi 000 0.00 _-:: •.. N4 425 4 W 000 0.00 -350 000 0m 3 W 000 OW -2.50 000 0 W -2u 0m 0.m -2W 000 000 -1.50 001 002 -I.m 003 0.02 005 003 0.13 007 030 DID0.77 031 2.39 091 12.21 f,w 5,34 7.29 2662 87.02 84.47 W.36 97.6498.83 98.28 98.89 98.36 Calcium Carbonate Cwrte0t Com site. 4% - Txrnbhl R Tybr piul) SJ-I Sample Cumulative %by Weight Prisms, kiashAll 92 zip 44 100.00 1 ]woo IoDw ]Woo 1W.m W IWW IWOO Im.W IDOW IWW I00W 99W W.98 W97 W" 9 99W W87 W,93 9970 99.84 W23 WO 9761 9909 87,79 W &i 6231 73,39 12.99 15,53 L64 2.36 1.17 172 1.11 1 (PI SJ-1 Com ita Gain Ssm Distribution I% by Weight Pnss ) Sam le I Fines Send Granular Gravel L00 III vx 86 003 O00 100 2.00 6- 98 34 0 0'_ 0 00 Il10Yo Cum site1 1.42 9&56 0.02 Q0 Per 15A IBCAC O'/8.0312 Fines: X1O.0625mm Sard: 00625 <X <2 mm Grmmlar 2 mm <X <4 76 mm Gravel'. 4 76 <X <76 man SJ-I Depth biterval Representative Values Msmsell Color SampleZIPerecm 109 4158°o USCS SP 1 IOY 6/] 229 5812% SP 5Y6/1 Coos site 4.99 100.00% SJ-1 Monwnt Sm istics and Properties in Phi Units Sam le 1 163 197 335 2 196 3.W 340nmposite =�2 '6 2.99 3.38 6J-I Parameters in Phi t'n]ta .., ,h4edimt ) %it I mm 0.16 256 _, s 0.17 045 -0.16 Aunovs IN 1" 1 263 2 270 0.15 2.65 0.16 037 -0.14 0.93 fnmlmsile 2.67 0.16 1 2.61 JM Notes: I. Kean dttrn sum (Moo) descrmmcd by I(O„- W,a*m,sY3I (Folk & Wa I I957) 2. Setting eletennind by i(OU-4116)/2] (Dams & Dalrymple, 2W2). 3. Skewness detemonN by [(A4�-O,oYoo) (Dean & Dalrymple, 2002). 4. Ksmosis determined by li(Ora Os)' (Ors-Ou))Roo1(Dean & Dalrymple, 2002). 5. Caleimn Carbonate content ofdredge mama]mustbe within 15% ofrecipiem beech values. 6. Momem smtisties demsmind by linearinterpretation of composite propene A2-1 "" moffatt & nichol Sieve d Sieve Sim (0) Sieve Sim (mm) Sieve Designation legend 3/4 1 5/8 1 ]/16 5i16 35 J 5 7 IU 14 I% 1 25 35 45 1 60 80 120 1 170 200 230 425 AM -3,50 -300 •2,50 -Z25 .2.M -L50 -1.00 450 0.W 0.50 LOD 1.50 2.00 2,50 300 1 3.50 3.75 400 190 16 n 8 57 496 4 29 2 14 1 0.71 05 03s 02s 019 1 0125 1 U09 00743 00625 Town of Sansel Beach NaviBatioo Project South Jinks Creek Vibracom Composite Design Deplh-5MI.W (,I) Vibracorc S.1-2 IMa, Drcdec Dnnh -6 MLW I SJ-2 Semple Cumulative %by Weight Relented Sieve Phi, gl = 000 92 R3 #4 425 000 000 .4.00 000 0.00 0,00 -350 000 000 000 -3.W 000 000 000 -2.50 000 0.00 0,00 -2.25 1 000 0.00 0.00 -2.00 000 0.00 0.00 -1.50 000 0W 0W -I 00 001 000 003 -0.50 004 000 0,05 0W oil 0.02 0.17 0.50 027 003 037 1.00 070 0.12 0.89 ISO 207 0.28 205 2.00 920 169 554 250 r`- 27,59 1574 1900 3.00:<. 81.63 77.22 68,06 :r 3.50' 96.47 96,75 91,95 W,% 94.18 LevJ,OO -= 9759 98.11 96 61 carbonate - Co en[ Comvosnc 5 N • l„cnllofci m I� Ice I W 11 SJ-2 Sample C..Imce %by WQA&Ihaa ua _, 91 100.00 100.00 100,00 lWW 100.00 100.00 Im.t30 moo moo To-ow. Imixi mixi 100.00 100.00 lW W 100.00 MOO loom IOO. W 100.00 100.00 99.99 100.00 99,97 99.96 1 100.00 99.95 W 89 99.98 W 83 99.]3 W95 99.63 99.30 99.88 99.11 97.93 W 72 W 95 90.80 98.31 W 46 7241 M26 91W 18.37 22.78 31.94 3753 3.25 805 2.58 2.04 1 5.82 241 189 1 5.39 SJ-z Comxisrue Gram Size Distribution (v o t N LLb1i Sam le Pines 341 Sand 9758 C lar CorsOo 10�2I 10DY.3.0U 1Com osite 2.66 973J ().()1 0.1pI Per 15A NCAC WUM12 Fines: X<00625mm Send: 00625 <X < 2 mm Grmmlar 2 not < X < 4 76 mm Gravel: 4 76 <X <76 mm &F2 Depth Interval Repsesentsllve VtsH Sample Top 02 Bonom 23 25 Per1 47.17%2 -28 -48 2 3774°A3 -5.2 -6 O8 1509% Compmim 0.2 -6 53 MWA W: SJ-2 Moment Sheiafio and Pro,reer in Phi Lens stual,le 1 171 2.18 243 271 2W 3.08 345 2 2.12 250 258 278 2% 3.17 346 3 192 239 256 2.82 315 333 421 Com he 191 232 253 2.75 2.9] 348 -772-1 F Pan aches in Phi Lairs Sample 1 Median (41) 271 Median O.0 Mean($) 266 Skewness Mean(: (nl 0.16 O,d1 -0.N I:mrovs 1p1 U95 2 2]8 0.15 282 014 0.34 0.12 O,W 3 282 0.14 285 0.14 047 1 006 1.44 Com dm 2.75 0.15 z.7s 0.1s 0.43 1 0.01 Notes: 1. Mean g un ssm (Mm) deene iced by ( OW`hSi m16)13] (Folk & Wind, 1957) 2. Sating determined by I(me4-016)/2] (Dean & Dalrymple, 2W2), 3. Skewness de cneined by I(Mat-0,eyoo1 (Dean & Dalrymple, 2M2). 4. Kurtosis determined by ( I(016-06)+(0as-0u)]/2om1(D.- & Dalrymple, 2002). 5. Calcium Carbonate moment of dredge mammal must be within 15% of recipient beach values. 6. Moment statistics detannined by linear inter ecuition of composite properties. ��-� "„ moffatt a nichol Sieve 0 Sieve She (0) Sieve Siae (moral nd 3/4 1 518 1 7116 1 5/16 1 35 1 4 15 10 1 14 1 18 I S 1 35 1 45 1 60 80 1 120 170 200 230 4.25 4.W .3.50 .3,00 -250 .2.25 -2.00 -150 -100 -0.50 0.00 D50 I L. 2.00 250 3A0 3.50 1 4.00.: 190 16 II 8 57 476 4 28 1 14 1 071 0s 035 025 018 0.125 009 00743 00625 Town of Stpow Beach Navigation Project Sooty Jinks Creek Vibraeore Compositor Design Depth -5 MLW (+11 Vibraeore SJ-3 Max. Dredec Death-6 MLW) W-3 Sample Ca uJahve%by Wei& Reamed Sieve Phi 41 #3 #M-: 4.25 000 0.00 000 4.W 000 000 000 -3.50 000 000 000 -3W 000 0.00 000 .2.50 000 DOD 0.00 .2.25 0DO 000 0.00 -2. Do 000 000 0W 4 SO 000 000 000 -1.00 001 001 0.02 -050 003 005 0.13 OW 1 005 0.12 020 050 0.16 0.21 061 1.DO 046 037 1.76 150 139 O88 4% 200 8.27 5.57 14W 2.50 4247 32,38 37.54 3 W 9342 86" 88.84 350 98.98 %,21 98.05 175 99. 19 96.82 98A3 400 9922 96.92 98.46 Calcium Carbonate Content ('um n a 1. 4 5^. L.uaeoIe, A L Icr t 1941 SJ-3 Sample Cumudwve %by Weight Pasvng #2 #3 #4 I W 00 1 W 00 1W00 10000 10000 10000 IOO.IM) 10000 E!,01,9" 10000 10000 10000 10000 too OD 10000 10000 I W 00 WW W98 W97 W95 W87 W95 WAS WW W" W79 W39 99.54 W.63 9824 9861 99.12 9504 91 73 W 43 85.41 5753 6742 62.46 638 1356 11.16 1 02 3.79 1 95 OSI 3,18 1.57 078 3.08 1 1.54 Sid Composite Grain Siff Distribution (% by Weight Pass ) Sam le Fums sand GmnWm Grovel Total 1.00 0 71 99 21 0 01 000 1004-e 2.00 308 9691 001 1 000 t00% 3.00 154 9844 002 1 000 .001. Coro 'te 2.05 97.94 1 BAI 1 0.00 100% Per 15A NCAC WH.0.312 Fines: X<00625 mm Send'. 0 0625 <X <2 mm Granular: 2 mm <X <4 76 mm Gravel: 476 <X <76 torn Sl f Depth Interval aa.W) � Representative Values \L:u,el'.. 1 03- Bat -12 (fl) 15 Permit 2830 % Six 5A o. 2 -17 -42 2.5 47,17% SP 5Y 611 3 47 -6 1.3 24.53% SP SY 7/1 Coro 0.3 -6 5.3 100.00% S3-3 Moment Statisticsnod N' 2.24 2.47 ittligfiffiAlvias 282 291 N 3.14 sample 1 176 2.11 2 194 2.19 236 2.16 289 2.W 3 Pt 3 1.50 203 223 2.62 287 295 333 Coro .site 1.73 2.13 239 1 2.(3 2.87 2.95 3.36 53-3 parameters in Phi Lni.s Semple Median (d) Median lmm) - Mean lmm) Kurtosis M 1 257 017 2,53 0.17 040 -0.11 074 2 266 0,16 261 0,16 039 -0.13 091 3 262 0.16 253 0.17 DA -0.19 0W Cam wire 2.63 0.16 2.57 0.17 0.41 -0.14 0." Notes; I. Mean groin size N.) de c mined by 1(0u-0s,0leY3] (Folk & Word, 1957) 2. Sorting dwann ned by [(0ea-m16y2] (Dean & Daltymple, 2W2). 3. Skewness deermmed by [(Mao-mwyaol (Dean & Dalrymple, 2002). 4. Kurtosis detennired by ([(01,05)' (0,0m)]/2aol (Dean & Dalrymple. 2002). 5. Calcium Carbonate content ofdmdge material must be within 15% ofreeMpat beach values. 6. Momertt statistics de commed by linear interpretwon of composite propeeies. A2-3 „" moffatt & nichol Sieve N Sieve Stu (0) Sieve Size (mm) l'owa of Sunset Beach Navigation Project South Jinks (reek V ibracom Com posites Design Depth 5 %1 LAN(+I) Vibracore SJ-4 Mas. Dredge Depth -6 )11.W SJ4 Sample Cmmulatve % by Weight Retained Sieve Phi At 92 03 04 -4.25 OW 000 000 -4.00 0.00 Dw 0.00 -350 000 000 000 -3.00 0.00 0.00 0 DO -250 0.00 Dw 0,00 -2.25 000 000 000 -2.00 0.00 DIXI 000 -150 000 0.00 000 -IM 0.00 0,02 0.00 .050 0.04 O.W 0.02 0.00 0.13 0.10 002 050 037 021 007 1.00 0.77 0." 0,16 1.50 173 1.05 048 2.W 9.13 721 408 2.50 3964 40.38 36,M 3.W 8999 87.72 W,87 3.50 9'/.75 %,N %39 3.75 98.19 97,75 98.75 4.00 98.26 1 97.85 98 78 C , Com site: 48% • T%mholhl & TYbr (194D SJ4 Sample Cumulative % by Weight Passing kt M2 93 94 10000 100 00 100.00 10 WW 100.00 100.00 100.00 100.00 ioDoo 100.00 loom 100.00 100.00 100.00 100.00 100.00 10000 100.00 I t)000 100.00 100.00 100.00 100.00 100.00 100.00 99.98 I m W 97% W 94 W 98 99.97 % W98 W63 %79 99.93 99.23 W 56 W M 98 27 N 95 W 52 90.87 92.79 95.92 60.36 59,62 63.32 1001 1228 9.13 225 370 1,61 181 2.25 1.25 1 74 2.15 1 1.22 SJ4 C. poole Gam S. Distribution (% by Weight Pao ) Sum F' Surd Canadr.. Gavel Tow 1.00 IJ4 9826 i 000 000 100% IN 2.15 9783 0O2 000 IOpYo 3.W 1, 9878 000 0W I I"No (opposite 1.70 9930 0.01 0.00 1 Per 15A NCAC 07N.0312 Fines. X <0.0625 mm Sand: 0 0625 < X <2 nonGmnuler: 2 mm <_ X <4.76. m Gavel: 4.76 < X <76 mm SN Depth Interval Representative Values Mmtsell Color Sam le To Bottum 1,getth (R) Pemnr USCS I I -1.4 25 3788% SP toy61 -19 -39 1 3030°n M, SYS_' 39 -6 21 3182% Sp 5G15L Composi a 1.1 -6 6A 100.00% SJ-4 Moment Statistics and Pro rtiH in Phi Unite Sam le IN 4' ; m,x I N 1 171 211 22m 2M 295 294 332 2 1.82 2.13 227 2W 287 2 % 342 3 201 2.18 232 262 20 2M 327 Com site 1 1.0 i14 2.28 2.61 2.% 2.94 334 SY4 Parmten in Phi Unite Semtde Median (41) Median I (mm) I M.4) M.(.) Sm., 1 (o) Skewness (n) Kurtosis did._ 260 016 '_55 0.1] 041 -0.12 093 2 2.60 0.16 2.56 0.17 0 41 -0.09 0.94 3 262 0.16 258 0.17 0.38 -0.11 067 Nmlee:I M gmmsme(M�)detenomedby((mvn+0m+016V3](Folk&Ward,1957). 2. Sorting determined by l(�-roi6Y2] (Dean & Dalrymple, 202). 3. Skewness determined by l(Mnm-,DsoYcu] (Dean& Dalrymple, 2002). 4. Kurtosis determined by I l(mis-urs)' (09s-mu)]/2om1(Dean & Dabymple, 2W2)_ 5. Calcium Carbo W cment of dredge material must be within 15%of recipient beach values. 6. Moment smlisties detemlined by linear Interpretation of compostte properties. A2-4 ,,,, mofft,tf ✓ir nichol Sieve 0 Sieve Six (0) Sieve Sbe (mat) Sirs uew-Iinn Lerend 3/4 5.18 7I16 1 5/16 1 35 4 7 1 10 1 14 1 18 1 25 35 45 60 80 1 120 1 170 200 230 4.25 4,00 -350 -300 -2.50 -225 -2m -1.50 -IN -0.50 000 050 LOD I50 200 2.W 300. ISO 3.75 4.00 190 l6 11 8 57 476 J 28 14 1 071 0s 0.35 025 0.18 0.125 009 0.0743 0.0625 Town of Sunset Beach Navigation Project South Sinks Crock Vibracore Composites Design Depth -5 MLW (.p V ibracore SJ-5 Max. Dredge Depth -6 MLW SLS Sample Cumulative IN, by Weight Retained Steve Plu Mt+" - k3 #4 4925 ON 000 0.00 4.00 000 off) 000 -3.50 0 DO 0 DO 0.00 -300 ON ON ON -2.50 ON 0.00 0 00 -2.25 ON 000 0.00 -2.00 ON 000 000 -1 so 003 ON ODD -1.00 004 0.02 ON -0.50 0.23 1 0.04 ON ON 048 007 003 0.50 098 OAS 006 I.W 2.18 127 0,13 1SO 545 231 031 200 19U4 975 262 2.50 4934 3445 2223 3m 9136 91.29 85.39 3 M 9791 W M 98.55 3.75 9832 W89 WOO) 400 9839 99W coots Calcium Cebmtate Coat 9LCoconut 4 1% • Txcnhotd & Tyler(19J1) Sd-5 Sample Cumulative % by Weight Pasamg kl N3 k4 loom 100.00 I W 00 loom loom 1W00 100W loom 100.00 ItX).00 10000 loom 100.00 100.00 100.00 10000 10000 100.00 IN, DO 100.00 too w 99.97 loom 100.00 99.96 W'98 10000 99.77 1 99.96 1 IOO.W 99.52 W 93 W 97 9702 99.82 99 W 9,92 9873 W87 94.55 97,69 W0 796 91.25 97.38 506(1 65.55 7777 864 871 14,61 209 044 145 1 68 0.11 1.00 161 006 0.94 SJ-5 Composite Gain Six Diatributow a by Weight Passing) Sam le Fines Sand Granule Gravel Taal 1.00 161 9N 3500D Woo, 2.00 006 91)92 1 00'_ 000 1LO°o 3.00 091 99 06 D 00 0.00 100% Cam ile 0.57 99.40 OA2. 0.007 Riogi Per ISA NCAC O H.N12 Fins'. X<00625mm SaM: 0.0625 <X <2 mat Granule, 2 rem <X <4 76 mat Grovel. 4 76 < X <76 mat L.5 Depth Interval I."R, eseNatwe Values Mitchell SampleM34 1 2703% SP IOY&I 23 62.I&K SP IOY&I 3 04 1081%n SP 1Imago% 5GY 6/1 Cow ih 3.7 S.)-5 Moment Statistics and Progenies in Phi hits swipe 9s - 9- 1 143 189 210 251 281 2.91 328 2 171 2.14 232 2.64 2M 294 3.22 3 206 234 252 272 292 2W 337 Comgwite 1.63 2.10 227 2.63 2.85 2.94 3.26 -Z-71 Parameters a Phi knits Sample Median (0) Median 1 (mat) Mean(10 I Mean(mm) Kurtosis (B) I 251 0.18 244 0.180.51 -014 080 2 264 0.16 257 0.17 040 -0.16 091 3 272 0.15 268 016 032 -0.11 101 Composite 2.62 0.16 2.55 0.17 UA2 -U.I6 0.94 Notes: I. Mean gnat size (Mw) determined by [(0wT0so`01aY3] (Folk & W ad,1957). 2. Sating demconmed by [(4ea-mnY2] (Ucan & Daltyrnple. 2002). 3. Skewness deterowedl by I(Mam-msaYoml (Dean & Dalrymple. 201 4. Kurtosis de erno ned by ([(016-01)' (4bs-0w)1/2om1(Dean & Dalrymple, 2002). 5. Calcium Carbmtme rontmtt ofdrcdge material must be within 15% ofre<iptent beach values. 6. Moment Sntistics determined by linear interpretation of composite properties. A2-5 ,." moffatt & nichol Sieve d Sieve Size (0) Sieve Size (mm) Sieve Den enation Lneend 314 1 5/8 1 7,16 5/16 1 35 1 4 5 1 7 1 10 14 18 25 1 35 1 45 60 80 120 1 170 1 200 230 4.25 400 -3,50 -300 -250 .2,25 .2,00 .150 AM -050 DOD 0.50 1.00 1.% 2W 250 300 350 3.75 4.00 19.0 16 II 8 57 476 4 28 2 14 1 071 OS 035 025 0.18 0.125 O.09 0 074 3 0D625 Town of5unsel Reach Navigation Projeel South Jinks Creek Vibracore Composites Design Depth-5 MI.W (+I) Vibracore SJ-6 (Max. Dredge Depth-6HLW) SJb Sample Cumulative % by Weight Retained Sieve Phi NI M2 83 N4 4.25 0.00 000 000 000 -4-W 000 000 000 000 -350 000 O W O W O W -3.00 000 O DO O W O W -2,50 000 ODO 0.00 0W -2 z5 000 0W 0W 0W -2,00 000 OW OW 000 450 000 OW OW 000 -1.00 OW 001 0.03 0.00 450 002 0.02 0.08 0.03 OW 003 OIYl 020 009 0,50 0.08 0.14 057 022 I 0.24 0.50 1.95 0.50 ISO 0.93 168 731 144 2.00 774 792 3429 5 W 2,50 4060 2977 67.27 2243 3 O 9205 97.41 %.68 7320 3.N1 9869 98.38 %.96 9551 3 ]5 98 99 W 78 %20 97.00 4 W 1 99 W 98.82 W 22 97.20 Coleman C. C'om omc 4 a/o ' Ii�rnLol�l$lYlOt (19i1) Sd-6 Semple CamWeuve %by Weight Passing 81 42 43 q4 10000 10000 1 W 00 1 W.OU 10000 Moo I 00 IW.W lWW 100.00 100.00 lWW 100.00 10000 lWW IWOO IW,W 100.W IOD.W twoo loo.W 100.W too.00 too Do 1W.W lWW 100.00 IMW 100,00 100.00 100DO lWW To -ow 99.99 99.97 100.00 99.% 99.% W,92 W97 9997 W% %go W.91 99.92 W 86 99.43 W 78 99.76 99.50 W 05 W M 99.07 9832 92,69 98.56 5226 9208. 0.71 94.06 59.40 70 23 1 3273 'i1.57 795 1259 6.32 am 131 162 IA4 4,49 101 I'M 080 3 W 1 00 1.18 078 280 SJ-6 C. ire Grain Sisr, Jon (% by Wright Pusl ) Strom, 1.00 Puns 1 00 woo Granath, 000 Grovel 0. W Taal 100% 2.00 1IS 98,81 001 O.W IW% 3.00 078 W,19 0.03 0,00 100% 4.00 280 9720 OW OW IW% cconposh. 1.14 99.85 0.01 OAO 100-A Per ISA NCAC MH.W 12 Fines'. X 10.0625 mm Sand: 00625 <X <2 mm GmnWar: 2 mm <X <4.76 mm Gavel. 4.76 <X 176 mm SJE Depth Interval Repmsentative Values Monsell Color Sam a Top Bottom Lengthft) Pemant USCS 1 052 25 3846% SP 5GY62 2 -2 -4 2 3077% SP 5GY 62 3 -4 -5 5 1.5 23.09% Sp 5GY M 4 -55 -6 05 7.69% SI' 5GY&2 Camyoaite 0.5 -6 6.5 100.00°A SYfi Momeol SmdeOrs and Properties in Phi Units 1 180 2.13 226 2.59 283 1 292 322 2 177 2.18 239 268 289 297 335 3 118 1 66 193 2.24 2 6S 2 82 3 13 4 190 231 253 277 304 324 149 Composite 1.60 2 W 2S0 2.58 2.1115 1 294 331 SJfir Parametem in At Units Sample Median (41) Median (mm) Mean (�) Mean lmm) Sorting (o) Skewness (a) Kurtosis CO) 1 2.59 0.17 255 0.17 040 -0.11 079 2 268 0.16 261 0.16 039 -017 Lot 3 2.24 021 224 021 058 OW 0.59 4 277 OU 1 277 0.15 6.41 000 0]0 Ce 'te 2.58 IL17 2S2 `- 41.14 1 089 Notes: I. Mean gmm size (My) determmed by I(ms4+m50,D16y3] (Folk & Ward,1957). 2. Sorting determined by I(tlal-sD16y2] (Demt & Dalrymple, 2OD2), 3. Skewness determined by I(M,0,0)/oml (Dean & Dalrymple, 2W2). 4. Kurtosis deermine t by {{(4'1c-ms) + (mss-0ea)]/2om1(D. & DWrymple, 20D2). 5. Calcium Carbonate convent of dredge material must be within 15%of recipient beach values. 6. Moment statistics determhed by Boom mterpma= of composim properties. A2-6 ,,,' moffaff at nichol DRILLING LOG Moffatt & Nichol 1. PROJECT Town of Sunset Beach Navigation Project South Jinks Creek, Brunswick County, North Carolina 2. BORING DESIGNATION LOCATION COORDINATES SJ_01 X = 2.154.194 Y = 46,153 3. DRILLING AGENCY Athena Technologies, Inc. 4. NAME OF DRILLER OUlllly VCSIyIIGLIUII OJ-U I PROJECT OWNER SHEET 1 Town Of Sunset Beach, North Carolina OF 1 SNEETS S. SIZE AND TYPE OF BIT 3.0 In. 10. COORDINATE SYSTEMIDATUM 'HORIZONTAL 'VERTICAL NC State Plane NAD 1983 MLW 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER Q MANUAL HAMMER DISTURBED ! UNDISTURBED (UD) 5. DIRECTION OF BORING i DEG. FROM BEARING ® VERTICAL VERTICAL [] INCLINED S. THICKNESS OF OVERBURDEN 0.0 Ft, 7. DEPTH DRILLED INTO ROCK 0,0 Ft. B. TOTAL DEPTH OF BORING 10.5 Ft. O ELEV. I SCALE of CLASSIFICATION OF MATERIALS (k) (N) W Deytbs ana elevations based on measured valuer n 1n J 12. TOTAL SAMPLES 3 13. TOTAL NUMBER CORE BOXES 14. WATER DEPTH 3.5 Ft. 'STARTED 'COMPLETED 15. DATE BORING ; 01-03-19 0840 I 01-03-19 16. ELEVATION TOP OF BORING -0.1 Ft. 17. TOTAL RECOVERY FOR BORING 10,1 Ft. Poorly graded SAND, mostly fine quartz sand, trace inorganic silt in occasional burrows, trace fine sand -sized shell in matrix, loose, subangular, color grades to gray (5Y 5/1) from, olive gray (5Y-5/2), (SP). Poorly graded SAND with silt, mostly fine quartz sand, few inorganic silt in burrows and layers, trace fine sand to fine gravel -sized shell in matrix, loose, subangular, bioturbated, dark gray (5Y-4/1), (SP-SM)- End of Boring THE FLORIDA DEE KW OJ Xa REMARKS 04 0, Sample #S-1, Depth = 0.0' - 2.0' Mean (mm): 0.17, Phi Sorting: 0 48 In Fines (#200) - 1.17 (SP) Sample #S-2, Depth = 3.0' - 5.9' Mean (mm): 0.16, Phi Sorting: 0.40 rn Fines (#200) - 1.72 (SP) Sample #C-1, Depth = Off- 5.9' L) Carbonate: 4.0% 17 5 JUN 02 JUN 04 A3-1 a a a LL 'a w a a z O F a 5; x QU W W ti w N 2 J N 2 M f Vy! O K a w 0 a 0 LLSAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 Boring Designation SJ-02 DRILLING LOG CLIENT PROJECT OMER axe9T 1 MoNatt &Nichol Town Of Sunset Beach, North Carolina OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF SIT 3.0 In. Town of Sunset Beach Navigation Project 10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL South Jinks Creek, Brunswick County, North Carolina NC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER SJ-02 X = 2,154,275 Y = 45,987 O MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 4 a NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 11L WATER DEPTH 3.5 Fl. S. DIRECTION OF BORING : DEG. FROM i BEARING I STARTED COMPLETED ® VERTICAL VERTICAL Q INCLINED 15. DATE BORING 01-03-19 08:27 01-03-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING 0.2 Ft. 7. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 9.5 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 10.0 Ft. A. Freeze D of BW Oi ( ) SKY. SCALE IN) w CLASSIFICATION OF MATERIALS Depths and elevation. based on ..eased values % REC. CQ REMARKS 0.2 0.0 02 7. Sample #S-1, Depth = 0.0'- 2.5' Mean (mm): 0.16, Phi Sorting: 0.47 co Fines (#200) - 2.58 (SP) Poorly graded SAND; mostly fine quartz sand, trace inorganic silt in occasional layers and laminations, trace fine sand -sized shell in matrix, loose, subangular, olive gray (5Y-512), (SP). Sample #S-2, Depth = 3.0' - 5.0' a Mean (mm): 0.15, Phi Sorting: 0.35 rn Fines (#200) - 2.04 (SP) -5.2 5 4 Sample #S-3, Depth = 5.4' - 6.2' Poorly graded SAND with silt; mostly fine quartz sand, few inorganic silt in matrix, In Mean (mm): 0. 15, Phi Sorting: 0.49 burrows, layers and laminations, trace fine Fines (#200) - 5.82 (SP-SM) sand -sized shell in matrix, coarse gravel -sized wood fragment at 7.3', loose, Sample #C-1, Depth = 0.0'- 6.2' subangular, bioturtlaled, dark gray (5Y-411), Carbonate: 5.9% -7.2 7.4 SP-SM . U Poorly graded SAND; mostly fine to medium quartz sand, trace inorganic silt in occasional burrows, trace fine sand -sized shell in matrix, coarse gravel -sized shell at 8.4', loose, subangular, gray (5YE11), (SP). -9.3 9 5 End of Boring -0 W -10 15 A3 2 Boring Designation SJ-03 CLIENT PROJECT OWNER SHEET 1 DRILLING LOG Moffatt & Nichol Town Of Sunset Beach, North Carolina OF t SHEETS 1. PROJECT 9. SIZE AND TYPE OF BIT 3.0 In. Town of Sunset Beach Navigation Project 10. COORDINATE SYSTEMMATUM :HORIZONTAL VERTICAL South Jinks Creek, Brunswick County, North Carolina NC State Plane I NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES It. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER SJ-03 X = 2,154,213 Y = 45,751 MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (Up)) Athena Technologies, Inc. 12. TOTAL SAMPLES 1 4 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 3.7 Ft. 5. DIRECTION OF BORING i DEG. FROM BEARING :STARTED COMPLETED ® VERTICAL VERTICAL � INCLINED 15. DATE BORING I 01-03-19 08:12 I 01-03-19 S. THICKNESS OF OVERBURDEN O.O FL 16. ELEVATION TOP OF BORING 0.3 Ft. 7. DEPTH DRILLED INTO ROCK O.0 Ft. 17. TOTAL RECOVERY FOR BORING 9.7 Ft, 18. SIGNATURE AND TITLE OF INSPECTOR B. TOTAL DEPTH OF BORING 120 Ft. A. Freeze ELEV. SCALE D m CLASSIFICATION OF MATERIALS % mJ DA REMARKS (R) (R) D Depths and elevations based on measured values ItEC. OF 0.3 0.0 ma Sample #S-1, Depth = Off- 1.5' rn Mean (mm): 0.18, Phi Sorting: 0.40 Fines (#200) - 0.81 (SP) Poorly graded SAND, mostly fine quartz Sample #S-2, Depth = 2.0' - 4.5' w sand, trace inorganic silt in occasional laminations, trace fine sand -sized shell in Mean (mm). 0.16, Phi Sorting. 0 41 matrix, loose, subangular, color changes to Fines (#200) - 3.18 (SP) olive gray (5Y 5/2) from, gray (5Y-6/1), (SP). Sample #S-3, Depth = 5.0' - 6.3' ,., cis Mean (mm): 0.18, Phi Sorting. 0.54 Fines (#200) - 1.57 (SP) C) -6.6 6.9 Sample #C-1, Depth = Off- 6.3' Carbonate: 4.5% Poorly graded SAND, mostly fine to medium quartz sand, trace fine to coarse sand -sized shell in matrix, trace inorganic silt in occasional burrows, loose, subangular, light gray (5Y-7/1), (SP). End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 Iff 5 A3-3 Boring Designation SJ-04 DRILLING LOG CLIENT PROJECT OWNER I SHEET 1 Moffatt & Nichol Town Of Sunset Beach, North Carolina of 1 SHEETS 1. PROJECT 6. SIZE AND TYPE OF BIT 3.0 In. Town of Sunset Beach Navigation Project 10. COORDINATE SYSTEMIDATUM HORIZONTAL VERTICAL South Jinks Creek, Brunswick County, North Carolina INC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER SJ-04 X = 2,154,296 Y = 45,507 Q MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. DISTURBED UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 4 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 3.5 Ft, 5. DIRECTION OF BORING ' DEG. FROM BEARING 'STARTED 'COMPLETED ® VERTICAL 'VERTICAL INCLINED 1S. DATE BORING I 01-03-19 07:21 01-03-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING 1.1 Ft 7. DEPTH DRILLED INTO ROCK 0.0 Ft, 17. TOTAL RECOVERY FOR BORING 10 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 10.5 Ft. A. Freeze m m1 D4 ELEV. SCALE u�i CLASSIFICATION OF MATERIALS % REMARKS (k) (k) W Depths Pn4 elevations based Pn m.P.Pr.4 value. REC. GQ 1.1 0.0 mm Sample #S-1, Depth = Off- 2.5' Mean (mm). 0.17, Phi Sorting: 0.44 Fines (#200) - 1.81 (SP) rn Poorly graded SAND; mostly fine quartz Sample #S-2, Depth = 3.0' - 5.0' sand, trace inorganic silt in layers and L, Mean (mm). 0.17, Phi Sorting. 0.43 laminations, trace fine to medium sand -sized shell in matrix, loose, subangular, gray Fines (#200) - 2.25 (SP) (5Y-5/1),(SP). L, Sample #S-3, Depth = 5.0' - 7.1' rn Mean (mm): 0.17, Phi Sorting: 0.36 Fines (#200) - 1.25 (SP) Sample #C-1, Depth = 0.0' - 7.1' -6.8 79 C) Carbonate: 4.8 Fat inorganic CLAY; mostly inorganic clay, soft, moderate to high plasticity, very dark gray (5Y-3/1), (CH). -8.9 100 End of Baring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 5 0 5 A3-4 Boring Designation SJ-05 CLIENT PROJECT OWNER SHEET 1 DRILLING LOG Moffatt & Nichol Town Of Sunset Beach, North Carolina OF 1 SHEETS 1. PROJECT S. SI2E AND TYPE OF BIT 3.0 In. Town of Sunset Beach Navigation Project 10. COORDINATE SYSTEMIDATUM :HORIZONTAL VERTICAL South Jinks Creek, Brunswick County, North Carolina NC State Plane I NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTURER'S DESIGNATION OF DRILL Q AUTO HAMMER SJ-05 X = 2,154,596 Y = 45,464 0 MANUAL HAMMER 3. DRILLING AGENCY CONTRACTOR FILE NO. ' DISTURBED UNDISTURBED (UD) 12. TOTAL SAMPLES Athena Technologies, Inc. 4 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 6.6 Ft, S. DIRECTION OF BORING i DEG. FROM 7WEARING 'STARTED COMPLETED ® VERTICAL 'VERTICAL Q INCLINED 15. DATE BORING 01-03-19 07:50 01-03-19 S. THICKNESS OF OVERBURDEN 0.0 Ft, 15. 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 Ft, A. Freeze D WillELEV. OA SCALE W CLASSIFICATION OF MATERIALS % REMARKS (N) IN) W Deplbs and elevations based on measured values REC. OQ -2.3 0.0 BH Sample #S-1, Depth = Off- 1.0' Mean (mm) 0.19, Phi Sorting: 0.56 Fines (#200) - 1.68 (SP) Sample #S-2, Depth = 1.0' - 3.3' Mean (mm). 0.17, Phi Sorting: 0.45 In Fines (#200) - 0.11 (SP) Sample #S-3, Depth = 3.3' - 3.7' Poorly graded SAND; mostly fine quartz Mean (mm). 0.15, Phi Sorting. 0.34 sand, trace inorganic silt in layers, Fines (#200) - 1.00 (SP) laminations and burrows, trace fine to medium sand -sized shell in matrix, loose, 0 Sample #C-1, Depth = 0.0' - 3.7' subangular, olive gray (5Y-5/2), (SP). Carbonate: 4.1% -10.6 8.3 i i i i i End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 ve -5 10 -15 A3-5 Boring Designation SJ-06 DRILLING LOG cL1ENr PROJECT OMER $MEET 1 Moffatt & Nichol Town Of Sunset Beach, North Carolina OF 1 SHEETS 1. PROJECT 9. SIZE AND TYPE OF NOT 3.0 In. Town of Sunset Beach Navigation Project 10. COORDINATE SYSTEM/DATUM HORIZONTAL VERTICAL South Jinks Creek, Brunswick County, North Carolina NC State Plane NAD 1983 MLW 2. BORING DESIGNATION LOCATION COORDINATES 11. MANUFACTUREITS DESIGNATION OF DRILL Q AUTO HAMMER SJ-06 X = 2,154,873 Y = 45,561 Q MANUAL HAMMER J. DRILLING AGENCY CONTRACTOR FILE NO. I DISTURBED i UNDISTURBED (UD) Athena Technologies, Inc. 12. TOTAL SAMPLES 5 4. NAME OF DRILLER 13. TOTAL NUMBER CORE BOXES P. McClellan 14. WATER DEPTH 3.9 Ft. S. DIRECTION OF BORING , DEC. PROM BLARING :STARTED COMPLETED ® VERTICAL VERTICAL D INCLINED 16. DATE BORING i 01-03-19 07:34I 01-03-19 6. THICKNESS OF OVERBURDEN 0.0 Ft. 16. ELEVATION TOP OF BORING 0.5 Ft. ➢. DEPTH DRILLED INTO ROCK 0.0 Ft. 17. TOTAL RECOVERY FOR BORING 10.3 Ft. 18. SIGNATURE AND TITLE OF INSPECTOR 8. TOTAL DEPTH OF BORING 10.5 Ft. A. Freeze ELEV. SCALE D w CLASSIFICATION OF MATERIALS % EW GC REMARKS (H) (ft) W Depths and elevations based on measured values REG. CQ 05 00 °M Sample #S-1, Depth = 0.0'- 2.5' Mean (mm): 0.17, Phi Sorting: 0.39 Fines (#200) - 1.01 (SP) Poorly graded SAND; mostly fine quartz sand, trace inorganic silt in occasional ' ' laminations and burrows, trace fine Sample #S-2, Depth = 2.5' - 4.5' sand -sized shells in matrix, loose, subangular, gray (5Y-6/1), (SP). rn Mean (mm): 0.16, Phi Sorting: 0.43 Fines (#200) - 1.22 (SP) Sample #S-3, Depth = 4.5' - 6.0' c? Mean (mm): 0.21, Phi Sorting: 0.55 rn Fines (#200) - 0.80 (SP) -5.5 6.0 Sample #S-4, Depth = 6.0'- 6.5' rY Mean (mm): 0.15, Phi Sorting: 0.46 Fines (#200) - 3.00 (SP) Silty SAND; mostly fine quartz sand, little Sample #C-1, Depth = 0.0'- 6.5' inorganic silt in matrix, layers, laminations Carbonate: 4.4% and burrows, trace fine sand -sized shell in matrix, loose, subangular, bioturbated, gray -9.8 10.3 End of Boring SAJ FORM 1836 MODIFIED FOR THE FLORIDA DEP JUN 02 JUN 04 10 15 A3-6 GRADATION CURVES 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 Sunset Beach NC I SJ-01 Depth: 0/2 Date: 1 /18/2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 10Y 6/2 Tare Weight, (g): 1 51.28 185.22 (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 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 0.02 99.99 100 0.02 #10 2.000 0.02 99.97 100 0.02 #14 1.400 0.03 99.95 100 0.03 #18 1.000 0.11 99.87 100 0.11 #25 0.710 0.22 99.70 95 0.21 #35 0.500 0.63 99.23 40 0.25 #45 0.355 2.17 97.61 25 0.54 #60 0.250 13.16 87.79 15 1.97 #80 0.180 33.59 62.71 5 1.68 #120 0.125 66.60 12.98 1 0.67 #170 0.090 15.20 1.64 0 0.00 #200 1 0.075 1 0.62 1.171 01 0.00 #230 1 0.063 1 0.081 1.111 01 0.00 Total Shell Content: 1 4 1 A4-1 " IIIII�■■■IIIII�■■■I1111�■■■IIII��■■■11111�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�\'■■11111�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■��■IIIII�■■■IIIII�■■■ ' ., IIIII�■■■IIIII�■■■IIIII�■■■11111�■� ■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■��■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�■■1■IIIII�■■■IIIII�■■■ IIIII�■■■11111�■■■IIIII�■■■IIIII�■■�■IIIII�■■■11111�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■��IIIII�■■■IIIII�■■■ . ' 11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■■IIIII�■■■11111�■■� . IIIII�■■■IIIII�■■■11111�■■■IIIII�■■�■IIIII�■■■IIIII�■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�■IIIII�■■■IIIII�■■■ ' IIIiI�■■■IIIII�■■■IIIII�■■■IIIII�■■■�IIIII�■■■11111�■■■ IIIII�■■■IIIII�■■■11111�■■■IIIII�■■��IIIII�■■■11111�■■■ . .' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■t\IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■ , ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■1!111�■■■IIIII�■■■ „ ....Classification�mmmmm Project M&N Sunset Beach NC ®� Date 1/1812019 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 Mininq Boulevard West Jacksonville, Florida 32257 (904) 900-6494 (Tel) • (904) 268-5255 (Fax) VISUAL SHELL CONTENT GRAIN SIZE AND VISUAL SHELL CONTENT IM&N Sunset Beach NC SJ-01 Depth: 315.9 Date: 1 /18/2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5Y 6/1 Tare Weight, (g): 51.04 172.31 (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 Mol 100.00 0 0.00 5/16 7.938 0.00 100.00 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 0.02 99.98 100 0.02 #10 2.000 0.00 99.98 0 0.00 #14 1.400 0.02 99.97 100 0.02 #18 1.000 0.05 99.93 100 0.05 #25 0.710 0.11 99.84 95 0.10 #35 0.500 0.17 99.69 30 0.05 #45 0.355 0.73 99.09 20 0.15 #60 0.250 5.37 94.66 5 0,27 #80 0.180 25.81 73.38 1 0.26 #120 0.125 70.16 15.53 0 0.00 #170 1 0.090 15.97 2.36 0 0.00 #200 1 0.075 0.77 1.721 01 0.00 #230 0.063 0.10 1.64 0 0.00 Total Shell Content: 1 A4-3 ' " IIIII�■■■IIIII�■■■11111�■■■IIIII��. ■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■11111�■■■IIIII�■�■IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■\I■IIIII�■■■IIIII�■■■ ' - IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■��IIIII�■■■11111�■■■ ' IIIII�■■■11111�■■■IIIII�■■■IIIII�■■i�lllll�■■■11111�■■■ ' ' 11111�■■■IIIII�■■■IIIII�■■■IIIII�■■1■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1■IIIII�■■■IIIII�■■■ �' '' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�■IIIII�■■■11111�■■■ ' . �' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�■11111�■■■11111�■■■ ' ' 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�■■■11111�■■■�IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■■11111�■■■IIIII�■■■ ' IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■�11111�■■■IIIII�■■■ _ ' IIIII�■■■11111�■■■IIIII�■■■IIIII�■■�111111�■■■IIIII�■■■ ' IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■ . ' IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■1:111�■■■IIIII�■■■ „ GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classificaton 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 buns EQ191008 S-1 Depth: 012.5 Date: 1 /18/2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5Y 6/2 Tare Weight, (g): 1 49.62 177.62 (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 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 0.04 99.96 100 0.04 #18 1.000 0.09 99.89 100 0.09 #25 0.710 0.21 99.73 95 0.20 #35 0.500 0.55 99.30 40 0.22 #45 0.355 1.75 97.93 30 0.53 #60 0.250 9.13 90.80 10 0.91 #80 0.180 23.54 72.41 1 0.24 #120 0.125 69.17 18.37 0 0.00 #170 0.090 18.99 3.53 0 0.00 #200 0.075 1.22 Z581 0 0.00 #230 0.063 0.22 2.41 0 0.00 Total Shell Content: 2 A4-5 ' „ IIIII�■■rlllll�■■I�IIIII�rr�nln�!■I■�III�II�■■■IIIII�■■■ IIIII�■■■11111�■■■IIIII�■■■IIIII�■1■IIIII�■■■IIIII�■■■ . 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IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■iilll�■■■IIIII�■■■ „ Project M&N Sunset Beach NC GRADATION ENG FORM 2087 ' The USC classification is based on laboratory grain size distribution and visual classmcanon 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 Project No.: EQ19' Boring No.: SJ-02 Sample No.: S-2 IMMMOU Depth: 3/5 Date: 1 /18/2019 Description: I SAND, poorly -graded, mostly fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5Y 5/2 Tare Weight, (g): 1 49.83 179.54 (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 0.001 100.00 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 0.03 99.98 100 0.03 #25 0.710 0.04 99.95 100 0.04 #35 0.500 0.08 99.88 95 0.08 #45 0.355 0.21 99.72 50 0.11 #60 0.250 1.83 98.31 15 0.27 #80 0.180 18.22 84.26 1 0.18 #120 0.125 79.75 22.78 0 0.00 #170 0.090 25.34 3.25 0 0.00 #200 0.075 1.57 2.04 0 0.00 #230 1 0.063 1 0.191 1.891 01 0.00 Total Shell Content: 1 1 1 A4-7 IIIIIi■mm1111ilmmmiIIIIlo■miiiillmmmIIMINE 11111■■� IIIIIi■mmiiiillmmmiIIIIlommiiiillmmmvIIMINE MEN ' ��t��■�IIIII�■■S�IIIII1■■ -11111■■� . III'1,.■_1�,1,.■_II"1,.■-'11",.■_��Y�1,.■-1"1".■- , . i Project M&N Sunset Beach NC Boring No. SJ-02 GRADATION ENG FORM 2087 " I ne use ctassmcauon is aasea on taooratorygrain size orstrnouoon ana visua aassmcaoun 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 IM&N Sunset Beach NC EQ181220 Depth: 5.4/6.2 Date: 1 /18/2019 Description: SAND, poorly -graded with silt, mostly medium to fine-grained quartz, few silt, trace medium to fine sand -sized shell fragments (SP-SM) 5Y 512 Tare Weight, (g) 52.03 153P.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 0.001 100.00 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 50 0.02 #14 1.400 0.02 99.95 50 0.01 #18 1.000 0.12 99.83 50 0.06 #25 0.710 0.20 99.63 30 0.06 #35 0.500 0.53 99.11 20 0.11 #45 0.355 1.17 97.95 15 0.18 #60 0.250 3.53 94.46 5 0.18 #80 0.180 13.62 81.00 1 0.14 #120 0.125 49.62 31.94 0 0.00 #170 0.090 24.17 8.05 0 0.00 #200 0.075 2.25 5.82 01 0.00 #230 0.063 0.44 5.39 0 0.00 Total Shell Content: 1 A4-9 ' " IIIII�■■■IIIII�i■�IIIII�i■■Illlii■■■IIIII�■■■IIIII�■■■ •' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�■IIIII�■■■IIIII�■■■ ' ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■�1�11111�■■■IIIII�■■■ ' 11111�■■■IIIII�■■■IIIII�■■■IIIII�■■1�11111�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■11111�■■��IIIII�■■■IIIII�■■■ , •' 11111�■■■IIIII�■■■IIIII�■�■11111��■��11111�■■■IIIII�■■■■ " • ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■ ■IIIII�■■■IIIII��■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■�IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■�11111�■■■IIIII�■■■ • ' ' IIIII�■■■IIIII��■■IIIII�■■■11111�■■�111111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�111111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�11111�■■■IIIII�■■■ . ' ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII��■■i'��I�■■■■IIIII��■■ •' IIIII�■■■IIIII�■■■11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■ „ .... mmmmmm Project M&N Sunset Beach NC ®� medium to fine-grained quartz, few silt, Boring No. SJ-02 Date 111812019 GRADATION ENG FORM 2087 MAY 63 . The USC classification is based on laboratory grain size distribution and visual classification P 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 nset Depth: 0/1.5 Date: 1 /18/2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 10Y 6/1 Tare Weight, (g): 1 49.52 154.46 (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 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 99.97 100 0.02 #18 1.000 0.02 99.95 100 0.02 #25 0.710 0.12 99.84 95 0.11 #35 0.500 0.31 99.54 75 0.23 #45 0.355 0.98 98.61 50 0.49 #60 0.250 7.22 91.73 10 0.72 #80 0.180 35.89 57.53 1 0.36 #120 0.125 53.46 6.58 0 0.00 #170 0.090 5.84 1.02 0 0.00 #200 0.075 0.22 0.811 01 0.00 #230 1 0.063 1 0.03 0.781 01 0.00 Total Shell Content: I 2 I A4-11 11111��■�11111�■��IIIII��■�IIIII�■■�1��1�■��IIIII��■� „ Project M&N Sunset Beach I poorly -graded, m Baring No. SJ-03 111812019 GRADATIONSAND, ENG FORM 2087 ' the US(; classiticabon is based on laboratorygrain size atstnbunon ano visual ciassiricanon 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: N SunE4 Project No.: rEQ191008 Boring No.: 03Sample No.: Depth: 2/4.5 Date: 1 /18/2019 Description: I SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 512 Tare Weight, (g): Dry Weight After Washing (g): (with tare) (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 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 0.04 99.95 60 0.02 #18 1.000 0.07 99.88 20 0.01 #25 0.710 0.09 99.79 60 0.05 #35 0.500 0.16 99.63 80 0.13 #45 0.355 0.50 99.12 70 0.35 #60 0.250 4.65 94.43 15 0.70 #80 0.180 26.75 67.42 1 0.27 #120 0.125 53.34 13.56 0 0.00 #170 0.090 9.68 3.79 0 0.00 #200 0.075 0.60 3.181 01 0.00 #230 1 0.063 1 0,101 3.081 01 0.00 Total Shell Content: 2 A4-13 ' " IIIII�■■■IIIII�■■■IIIII�■■■IIII��. ■11111�■■■IIIII�■■■ ., IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�■11111�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�1■IIIII�■■■11111�■■■ , . 11111�■■■11111�■■■IIIII�■■■IIIII�■�I■11111�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■11111�■■■11111�■■■ ' 11111�■■■IIIII�■■■IIIII�■■■IIIII�■■►■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■�■IIIII�■■■IIIII�■■■ , IIIII�■■■11111�■■■IIIII�■■■IIIII�■■ ■IIIII�■■■IIIII�■■■ �' ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1■IIIII�■■■IIIII�■■■ . 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' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■iilll�■■■IIIII�■■■ „ 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 Sum Project No.: EQ191008 Boring No.: SJ-03 Sample No.: S-3 Depth: 5/6.3 Date: 1 /18/2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 5/2 Tare Weight, (g): 1 50.48 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 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 0.02 99.98 100 0.02 #14 1.400 0.13 99.87 100 0.13 #18 1.000 0.09 99.80 100 0.09 #25 0.710 0.47 99.39 60 0.28 #35 0.500 1.35 98.24 25 0.34 #45 0.355 3.75 95.04 10 0.38 #60 0.250 11.28 85.41 1 0.11 #80 0.180 26.89 62.46 0 0.00 #120 0.125 60.10 11.16 0 0.00 #170 0.090 10.79 1.95 0 0.00 #200 1 0.075 0.44 1.571 01 0.00 #230 1 0.063 1 0,041 1.541 01 0.00 Total Shell Content: 1 1 1 A4-15 ' " IIIII�■■■IIIII�■■■IIIII�■■■Illli`.�■■■11111�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�\■■IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�■IIIII�■■■IIIII�■■■ ' . 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' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■C:111�■■■IIIII�■■■ „ Project M&N Sunset Beach INC No. SJ-03 GRADATIONBoring ENG FORM 2087 MAY 63 The USG Classification is based on laboratory gram size dlstnoutlon ano visual ciassmcarion A 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 Sunset Beach NC Depth: 0/2.5 Project No.: EQ191008 Date: 1/18/2019 Boring No.: SJ-04 Sample No.: S-1 Description: I SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 10Y 6/1 Tare Weight, (g): 1 52.19 159.83 (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 &00 100.00 0 0.00 7/16 11.112 aclol 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 0.04 99.96 10 0.00 #18 1.000 0.10 99.87 95 0.10 #25 0.710 0.26 99.63 50 0.13 #35 0.500 0.43 99.23 35 0.15 #45 0.355 1.03 98.27 25 0.26 #60 0.250 7.97 90.87 5 0.40 #80 0.180 32.84 60.36 1 0.33 #120 0.125 54.19 10.01 0 0.00 #170 0.090 8.36 2.25 0 0.00 #200 0.075 0.47 1.811 0 0.00 #230 0.063 0.08 1.741 01 0.00 Total Shell Content: 1 1 1 A4-17 ' " IIIII■■■IIIII�i■�IIIII�■■■IIIII��I■■IIIII■■■IIIII■■■ . IIIII■■■IIIII■■■11111�■■■IIIII■■■IIIII■■■IIIII■■■ ' IIIII■■■IIIII■■■IIIII■■■IIIII■��■IIIII■■■IIIII■■■ ' . 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ENG FORM 2087 MAY 63 * The USC classification is based on laboratory grain size distribution and visual classification A 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.: M&N 1 EQ19' SJ-04 S-2 unset Beach Depth: 3/5 Date: 1 /18/2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5Y 5/2 Tare Weight, (g): 1 51.60 166.72 (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 0.001 100.00 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 0.02 99.98 0 0.00 #14 1.400 0.05 99.94 10 0.01 #18 1.000 0.05 99.90 20 0.01 #25 0.710 0.12 99.79 50 0.06 #35 0.500 0.27 99.56 50 0.14 #45 0.355 0.70 98.95 50 0.35 #60 0.250 7.09 92.79 10 0.71 #80 0.180 38.18 59.62 1 0.38 #120 0.125 54.50 12.28 0 0.00 #170 0.090 9.88 3.70 0 0.00 #200 0.075 1.67 2.251 0 0.00 #230 0.063 1 0.11 2.151 01 0.00 Total Shell Content: 1 A4-19 ' " IIIII�■■r11111�■■�Ii111��Inl�r�ilill�■■■11111�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■il■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■��■IIIII�■■■IIIII�■■■ ' . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■1■IIIII�■■■IIIII�■■■ .. 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IIIII�■■■IIIII�■■■11■■■■■IIIII�■■■iilll�■■■11111�■■■ „ .... mmmmmm Project Boring No. SJ-04 Date 1/18/2019 GRADATION ENG FORM 2087 ' The USC Classification is based on laboratory gram size distribution and visual classincahon 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 Sunset Beach NC I Depth: 5/7.1 Date: 1 /18/2019 Description: I SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 5/2 Tare Weight, (g): 1 52.09 184.60 (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 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 0.02 99.98 25 0.01 #18 1.000 0.01 99.98 100 0.01 #25 0.710 0.06 99.93 90 0.05 #35 0.500 0.12 99.84 80 0.10 #45 0.355 0.42 99.52 80 0.34 #60 0.250 4.77 95.92 30 1.43 #80 0.180 43.21 63.32 1 0.43 #120 0.125 71.80 9.13 0 0.00 #170 0.090 9.96 1.61 0 0.00 #200 0.075 0.48 1.251 01 0.00 #230 0.063 0.05 1.22 0 0.00 Total Shell Content: 1 2 1 A4-21 ' " IIIII�■■■IIIII�■■'�IIIII�■■�lilll�■y�lllll�■■�IIIII�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�I■IIIII�■■■IIIII�■■■ ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�1■IIIII�.■■IIIII�■■■ ' . 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' IIIII�■■■IIIII�■■■IIIII�..■11111�■■��!�1�■■■11111�■■■ . ., „ Project M&N Sunset Beach INC Boring . 4 GRADATIONCURVES ENG FORM 2087 MAY 63 ' The USG classification is based on laboratory (grain size distribution and Visual classification FA 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: Project No.: Boring No.: Sample No.: M&N EQ19 SJ-05 S-1 Beach Depth: 0/1 Date: 1 1 /18/2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 10Y 6/1 Tare Weight, (g): 1 50.17 162.03 (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 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 0.03 99.97 100 0.03 #10 2.000 0.02 99.96 100 0.02 #14 1.400 0.21 99.77 70 0.15 #18 1.000 0.28 99.52 70 0.20 #25 0.710 0.56 99.02 70 0.39 #35 0.500 1.34 97.82 40 0.54 #45 0.355 3.66 94.55 20 0.73 #60 0.250 15.20 80.96 5 0.76 #80 0.180 33.89 50.66 0 0.00 #120 0.125 47.00 8.64 0 0.00 #170 0.090 7.33 2.09 0 0.00 #200 0.075 0.46 1.681 01 0.00 #230 0.063 0.08 1.61 0 0.00 Total Shell Content: 3 A4-23 ' " IIIII�■■r11111�■■i�lllll�rr�lliii��llin�■■■IIIII�■■■ . IIIII�■■■IIIII�■■■IIIII�■■■IIIII�\1■�11111�■■■IIIII�■■■ ' 11111�■■■11111�■■■IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■■ ' . IIIII�■■■11111�■■■IIIII�■■■IIIII�■►�■IIIII�■■■IIIII�■■■ .' 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IIIII�■■■IIIII�■■■11111�■■■Illn�■■■�:yl�■■■IIIII�■■■ „ .... mmmmmm Boring No. SJ-05 Date 1/1812019 GRADATION ENG FORM 2087 ' The USC classification is based on laboratory gram 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: MIN Sung Project No.: EQ191008 Boring No.: SJ-05 Sample No.: S-2 Depth: 1/3.3 Date: 1 /18/2019 Description: SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 10Y 6/1 Tare Weight, (g): 1 51.70 Dry Weight After Washing (g): (with tare) (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 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 0.02 99.98 100 0.02 #14 1.400 0.03 99.96 100 0.03 #18 1.000 0.04 99.93 90 0.04 #25 0.710 0.14 99.82 60 0.08 #35 0.500 1.37 98.73 50 0.69 #45 0.355 1.31 97.69 20 0.26 #60 0.250 8.13 91.25 5 0.41 #80 0.180 32.41 65.55 1 0.32 #120 0.125 71.69 8.71 0 0.00 #170 0.090 10.44 0.44 0 0.00 #200 0.075 0.41 0.111 01 0.00 #230 1 0.063 1 0,061 0.061 01 0.00 Total Shell Content: 1 A4-25 pyliIIIIIIIIII !!I 11111�� pill GRADATION ENG FORM 2087 MAY 63 The USC classification is based on laboratory grain size distribution and visual classmcanon Project: Project No.: Boring No.: Sample No.: Description: 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 EQ191008 SJ-05 Depth: 1 3.3/3.7 Date: 1 1 /18/2019 SAND, poorly -graded, mostly fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 6/1 are Weight, (g): Dry Weight After Washing (g): 51.9 tare) 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 0.001 100.00 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 0.03 99.97 100 0.03 #25 0.710 0.04 99.94 60 0.02 #35 0.500 0.08 99.87 50 0.04 #45 0.355 0.21 99.69 50 0.11 #60 0.250 2.67 97.38 15 0.40 #80 0.180 22.66 77.77 1 0.23 #120 0.125 73.00 14.61 0 0.00 #170 0.090 15.20 1.45 0 0.00 #200 1 0.075 0.53 1.001 01 0.00 #230 1 0.063 1 0.06 0.941 01 0.00 Total Shell Content: 1 1 1 A4-27 ' " IIIII�■■■IIIII�■■■i1111�■■■Illll��vy■IIIII�■■■IIIII�■■■ •' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�1■11111�■■■IIIII�■■■ ' . 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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: MIN Sunset Project No.: EQ191008 Boring No.: SJ-06 Sample No.: S-1 Depth: 0/2.5 Date: 1 /18/2019 Description: I SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SIP) 5GY 6/2 Tare Weight, (g): 1 49.80 172.26 (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 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 0.02 99.98 100 0.02 #18 1.000 0.02 99.97 100 0.02 #25 0.710 0.06 99.92 100 0.06 #35 0.500 0.20 99.76 60 0.12 #45 0.355 0.84 99.07 40 0.34 #60 0.250 8.34 92.26 15 1.25 #80 0.180 40.24 59.40 1 0.40 #120 0.125 63.00 7.95 0 0.00 #170 0.090 8.14 1.31 0 0.00 #200 1 0.075 0.36 1.011 01 0.00 #230 1 0.063 0 02F-1.001 01 0.00 IC7MIMMILS iii- , is 6 A4-29 " IIIII�■■■illll�■■■11111�■■■IIIII��■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■L7■IIIII�■■■IIIII�■■■ . ' IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■�1■IIIII�■■■IIIII�■■■ ' . 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' IIIII�■■■11111�■■■IIIII�■■■II■1�■■�1!�II�■■■11111�■■■ „ Boring No. SJ-06 GRADATION ENG FORM 2087 MAY 63 The USG classification is based on laboratory grain size distribution and visual ciassaicarion P. 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: MIN Sunset Beach NC Depth: 2.514.5 Project No.: EQ191008 Date: 1/18/2019 Boring No.: SJ-06 Sample No.: S-2 Description: I SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 612 Tare Weight, (g): 51.57 192.03 (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 0.001 100.00 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 0.03 99.96 80 0.02 #25 0.710 0.13 99.86 60 0.08 #35 0.500 0.51 99.50 50 0.26 #45 0.355 1.66 98.32 50 0.83 #60 0.250 8.77 92.08 20 1.75 #80 0.180 30.69 70.23 1 0.31 #120 0.125 80.95 12.59 0 0.00 #170 0.090 15.42 1.62 0 0.00 #200 1 0.075 0.55 1.221 01 0.00 #230 1 0.063 0.061 1.181 01 0.00 Total Shell Content: A4-31 �iiiiiiiiillill III Oil ' '. IIIII\■■■11111\■■■11111\■■■11111\■■■11111\■■■IIIII\■■■ . IIIII�■■■11111�■■■IIIII�■■■11111�■ 1■IIIII�■■■11111�■■■ ' IIIII�■■■11111�■■■IIIII�■■■11111�■\I■IIIII�■■■11111�■■■ ' . 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' IIIII ■■■11111�■■■ 1111�■■■IIIII�■■■1`li,� 1�■■■11111� ■■ • • mmmmm� ®� .... .. mm©mmMSunset 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 Sunset Beach NC EQ191008 ISJ-06 Depth: 4.516 Date: 1 /18/2019 Description: I SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 6/2 Tare Weight, (g): 1 51.64 (with tare) 166.07 Dry Weight After Washing (g): F(with tare) Sieve Size (Name) Sieve Size (MM) Weight Retained (g) 70 Passing Approx.o Visual 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 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 0.06 99.92 100 0.06 #18 1.000 0.14 99.80 95 0.13 #25 0.710 0.42 99.43 65 0.27 #35 0.500 1.58 98.05 40 0.63 #45 0.355 6.13 92.69 25 1.53 #60 0.250 30.88 65.71 5 1.54 #80 0.180 37.74 32.73 1 0.38 #120 0.125 30.22 6.32 0 0.00 #170 0.090 6.04 1.04 0 0.00 #200 1 0.075 0.28 0.801 01 0.00 #230 1 0.063 0.02 0.781 01 0.00 Total Shell Content: 1 4 1 A4-33 ' IIIII�■■■11111�■■■IIIII�■■�Illliy■■■IIIII�■■■11111�■■■ ., IIIII�■■■IIIII�■■■IIIII�■■■IIIII�►1■■IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■11111�■■■IIIII�II■■IIIII�■■■IIIII�■■■ ' . 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' ' IIIII�■■■IIIII�■■■IIIII�■■■11111�■■��IIIII�■■■IIIII�■■■ IIIII�■■■IIIII�■■■IIIII�■■■IIIII�■■tlIIIII�■■■IIIII�■■■ , ' IIII■■■■11111�■■■IIIII�■■■IIIII�■■�11111�■■■IIII■■■■ „ Project GRADATION ENG FORM 2087 MAY 63 The USC classification is based on laboratory grain size distribution and visual classification 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 Sunset Beach NC Depth: 6/6.5 Project No.: EQ191008 Date: 1/1812019 Boring No.: SJ-06 Sample No.: S-4 Description: I SAND, poorly -graded, mostly medium to fine-grained quartz, trace silt, trace medium to fine sand -sized shell fragments (SP) 5GY 6/2 Tare Weight, (g): 49.69 161.15 (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 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 &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 0.03 99.97 25 0.01 #18 1.000 0.07 99.91 20 0.01 #25 0.710 0.14 99.78 20 0.03 #35 0.500 0.32 99.50 15 0.05 #45 0.355 1.04 98.56 15 0.16 #60 0.250 5.02 94.06 10 0.50 #80 0.180 18.38 77.57 1 0.18 #120 0.125 56.59 26.80 0 0.00 #170 0.090 24.87 4.49 0 0.00 #200 1 0.075 1,661 3.001 0 0.00 #230 1 0.063 0.221 2.801 01 0.00 Total Shell Content: 1 A4-35 Classification Project M&N Sunset Beach NC Boring No. SJ-06 GRADATION ENG FORM 2087 MAY 63 The USC classification is based on laboratory grain size distribution an v-Isua c assi Ica ion VIBRACORE PHOTOGRAPHS 11 1 2 3 5 7 E' 10 SJ-01 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina Top Elev. (ft MLW): -0.1 Bottom Elev. (ft MLW): -10.2, 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 2 A5-2 I 1 3 2 5 61 7 10 SJ-02 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina Top Elev. (ft MLW): 0.2 Bottom Elev. (ft MLW): -9.3 Notes: - Photo Mosaic Image Photo Scale in Feet AT"E NAi TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 [VJ No 7 SJ-03 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina 8 Top Elev. (ft MLW): 0.3 Bottom Elev. (ft MLW): -9.4 Notes: - Photo Mosaic Image - Photo Scale in Feet 9 ATA E IyA TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com 1 0 (843)887-3800 U r f 2 3 5 5 lei 7 Lee, 10 As-4 SJ-04 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina Top Elev. (ft MLW): 1.1 Bottom Elev. (ft MLW): -8.9 Notes: - Photo Mosaic Image - Photo Scale in Feet A'�HEyy TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 k: 7 E 10 SJ-05 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina Top Elev. (ft MLW): -2.3 Bottom Elev. (ft MLW): -10.6 Notes: - Photo Mosaic Image - Photo Scale in Feet A�HE1 TECHNOLOGIES. INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com (843) 887-3800 ;41 Li 11 1 2 3 0 A 7 W1 10 ■ ® A5-6 11 126 SJ-06 Moffatt & Nichol Town of Sunset Beach Navigation Project South Jinks Creek Brunswick County, North Carolina 137 Top Elev. (ft MLW): 0.5 Bottom Elev. (ft MLW): -9.8 Notes: - Photo Mosaic Image - Photo Scale in Feet 14 TECHNOLOGIES, INC. Athena Technologies, Inc. 1293 Graham Farm Road McClellanville, SC 29458 www.athenatechnologies.com 1 C (843) 887-3800 CALCITE COMPOSITE l rerracon Consulting Engineers & Scientists Project Name: Project Number: Date: Carbonate Content Data M&N Sunset Beach EQ191008 1/2912019 Boring No. Sample No. Depth Range, Feet Tare No. Beaker No. Dry Sample Wt. Percent Carbonate Before After SJ-01 C-1 0-5.9 797 1 80.09 76.90 4.0 SJ-02 C-1 0-6.2 415 2 70A7 66.05 5.9 SJ-03 C-1 0-6.3 228 3 79.86 76.30 4.5 SJ-04 C-1 0-7.1 441 4 77.54 73.84 4.8 SJ-05 C-1 0-3.7 198 5 87.16 83.60 4.1 SJ-06 C-1 0-6.5 fib 6 84.43 80.74 4.4 Tested By: CRM Sr. Reviewed By: TES A6-1 APPENDIX B RECIPIENT BEACH SEDIMENT ANALYSIS PG DI -I ANALYSIS SUMMARY PLANVIEW PG 132-1 & D2-2 ANALYSIS SUMMARY TABLE PG D3-I THRU PG D3-14 PROFILE 0+00 PARTICLE SIZE DISTRIBUTION REPORTS PG D4-1 THRU PG 1)4-14 PROFILE 4+00 PARTICLE SIZE DISTRIBUTION REPORTS PG D5-1 THRU PG D5-14 PROFILE 8+00 PARTICLE SIZE DISTRIBUTION REPORTS PG D6-1 THRU PG D6-14 PROFILE 12+00 PARTICLE SIZE DISTRIBUTION REPORTS PG D7-I THRU PG D7-14 PROFILE 16+00 PARTICLE SIZE DISTRIBUTION REPORTS PG D8-1 THRU PG D8-5 CALCITE COMPOSITE D9 CLAST REPORT "IOI,O'f & i, C I )I 2016AFRIAI PRO%IDFDIM11 < »�� ` "„' rL r.. .V ep ,v 6W PR FILE c1 0+00 PR FILL "b �r 51: FRONTAL DUNE (FD) TROUGH: NEARSHORE TROUGH (T) S2: DUNE TOE (DT) CREST: NEARSHORE BAR (C) S3: MID —BERM (MB) 5106: —6.0 NAVD88 S4: MHW 5109.5: —9.5 NAVD88 S5: MID —TIDE (MT) 5113: —13.0 NAVD88 S6: MLW 5116.5: —16.5 NAV088 S7: INCREMENTAL SAMPLE (SZ) 5120: —20 NAVD88 LEGEND • GRAB SAMPLE SITE TOWN OF SUNSET BEACH - NAVIGATION PROJECT MAINTENANCE DREDGING OF SOUTH JINKS CREEK, THE BAY AREA & THE FEEDER CANAL 61.1 RECIPIENT BEACH SEDIMENT SAMPLING MAP 0' 300' 600' GRAPHIC SCALE IN FEET ANALYSIS SUMMARY TABLE WUdn.pf.Fm. �3;30 3 a�Rda{tj d(l�{Xj X RX X'.Y#XXXaoaX $�$�Ma��%SMj `.fRR ,m,YmeeEemEEeeeE ppppp pPpPPpPP �ng�a pauiNppPpuppp opp P ppppp pppa a-------------- :8? I&8w„ffi„.�. .m,w iSBEoE es�s N rEssw�WW�P iG ffi8m I N An.p£3�mo s $xa$#iia��a'°.z6zi pip pmmmmma m,n w.Oon a49a9 $a�a�a�9�i�495 in winuv-Im mmumuipm opp wm"uuG :a EN„ opa oppaN p p22 o 2 o2 oppoppol p pppflP :age .uuu -- .-- - mb -- a -- ams -- �eeaPm"g�:�Ww a� ww �pF3£mo Imo w@E m5m ❑ el E w g m..m ap me."oe@ej a54mr. f o o ------------- opp mnmmmmmum�ommun opp m5o aam m awPva vn pp oppp u Num pppppppp �pppP p ppppp EEa�°�wbas�a�s meaaa=s�a m�eGWxuswe�WW e [ |;;;;;;;|||;|| jjjj;;;| .............. .............-------------- � ; |;;;|;;||||||| .............. .............. \\\\\\\\8 688 -------------- Particle Size Distribution Report %13" %Gravel %Send %Fines Coarse Fine Coarse Medium _ Fine Silt Clay 0.0 0.0 0.1 0.0 0.1 99.7 0.1 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 99.9 43.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.9 #35 99.8 #45 99.7 #60 95.7 #80 33.8 #120 2.8 # 170 0.4 #200 1 0.1 #230 i 0.1 tno speculcuion provioeu) Source of Sample: SBSS 0 Sample Number: SBSS 0.1 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 28 Phone: )91(l)686-9114 Fax: (910) 686-9666 Tested By: EG B3-1 Soil Description Light Gray (10YR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2396 D85= 0.2324 D60= 0.2051 D50= 0.1957 D30= 0.1759 D15= 0.1561 D10= 0.1469 Cu= 1.40 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M.=0.91 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 F Checked By: KEL 0 Date: 7/ 18/ 18 m X n m Z Y Z Z i 1 Particle Size Distribution Report %+3" %Gravel %Sand Coarse Fine Coarse Medium 0.0 0.0 0.0 0.0 0.2 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 83.5 100.0 N4 100.0 N5 100.0 a7 100.0 #10 100.0 a14 100.0 #19 100.0 #25 100.0 #35 100.0 #45 99.6 a60 91.5 #80 30.8 #120 3.1 9170 0.9 9200 0.5 #230 0.5 tno spemncation proviaea/ Source of Sample: SBSS 0 Sample Number: SBSS 0.2 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 20406 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG B3-2 0 % Fines Fine Silt Clay 99.3 0.5 Soil Description Light Gray (10YR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2470 D85= 0.2387 D80= 0.2092 D50= 0.1994 D80= 0.1791 D15= 0.1589 D10= 0.1491 Cu= 1.40 C'= 1.03 Classification USCS= SP AASHTO= Remarks F.M =0.93 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Checked By: KEL Date: 7/18/18 100 00 80 70 w Z 60 LL Z 50 I11 U w IL 40 a 30 20 10 0 Particle Size Distribution Report umrwv OICC - mm. %+3„ %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 0.6 99.1 0.2 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 I0oo 5/16 100.0 #3.5 100.0 #4 100.0 #5 loo.o #7 100.0 #10 99.9 #14 99.7 #I8 99.6 #25 99.5 935 99.3 #45 99.2 #60 97.9 #80 34.6 #120 2.8 #170 0.5 9200 o.2 #230 0.2 tnu specmcauun pmvmeu7 Source of Sample: SBSS 0 Sample Number: SBSS 0.3 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: 1910) 686-9666 Tested By: EG B3-3 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2363 D85= 0.2296 D60= 0.2037 D50= 0.1945 D30= 0.1752 D15= 0.1558 D10= 0.1467 Cu= 1.39 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M.=0.91 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL 0 Date: 7/18/18 I Particle Size Distribution Report %+8„ %Gravel %Sand Coarse Fine Coarse Medium 0.0 0.0 0.0 0.0 0.0 SIEVE SIZE PERCENT SPEC.` PASS? FINER PERCENT (X=NO) 3/4 l000 5/8 100o 7/16 10oo 5/16 100.0 #3.5 IWO #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 445 99.9 #60 96.5 #80 51.4 #120 5.1 #170 1.0 #200 0.8 4230 0.8 (nu spccuicarwn pruvmcu/ Source of Sample: SBSS 0 Sample Number: SBSS 0.4 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 284059406 Phone: (910) 686-9114 _ Fax: (910)666-9666 Tested By: EG 111-4 0 % Fines Fine_ Silt Clay 99.2 0.8 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2332 D85= 0.2237 D60= 0.1897 D50= 0.1785 D30= 0.1571 D15= 0.1399 D10= 0.1332 Cu= 1.42 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M =0.78 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 100 90 80 70 Ir Z 60 Z 50 w U X W 40 a 30 20 10 0 Particle Size Distribution Report % +3„ % Gravel % Sand % Flnea Coarse Fine Coarse Medium Fine Sift Clay 0.0 0.0 0.3 0.1 0.8 9R.0 08 SIEVE PERCENT SPEC.' PASS? SIZE FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7116 100.0 5/16 99.7 H3.5 99.7 84 99.7 X5 99.7 H7 99.6 #10 99.6 #14 99.6 918 99.6 925 99.5 #35 99.4 #45 97.7 860 86.8 #80 35.5 a120 3.3 H 170 0.9 8200 0.8 #230 0.8 (no specification provided) Source of Sample: SBSS 0 Sample Number: SBSS 0.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 606-9666 Tested By: EG 113-5 0 Soil Description Gray (10YR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2702 D85= 0.2460 D60= 0.2084 D80= 0.1967 D30= 0.1732 D15= 0.1515 D10= 0.1423 Cu= 1.46 Cc= 1.01 Classification USCS= SP AASHTO= Remarks F.M.=0.94 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 1 %+3" Particle Size Distribution Report V RHIIV JILC - % Gravel_ % Sand Coarse Fine Coarse Medium SIEVE SIZE PERCENT SPEC.` PASS? FINER PERCENT (X=NO) 3/4 100.0 518 100.0 7/16 100.0 5/16 100o #3.5 100.0 #4 100.0 #5 100.o #7 100.o #10 100.o #14 100.0 #18 100.0 #25 999 #35 99.7 945 97.5 960 87.0 #80 37.2 #120 3.9 #170 1.0 4200 0.9 #230 0.9 )no specumauun pmvmeu) Source of Sample: SBSS 0 Sample Number: SBSS 0.6 �� ECS SOUTHEAST, LLP Er6714 NDrive Wilmington,gton, NC 28406 - -- Phone: (910)688-9114 r Fan:(910)686-9666 Tested By: EG B 3-6 0 0 0 0 0 0 0 0 0 00 % Fines Fine Silt Clay 97.6 0.9 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2702 D85= 0.2454 D60= 0.2070 D50= 0.1950 D30= 0.1710 D15= 0.1493 D10= 0.1402 Cu= 1.48 Cc= 1.01 Classification USCS= SP AASHTO= Remarks F.M =0.91 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 m Z 0 0 D to m Wit] Particle Size Distribution Report 0 10 20 30 40 50 60 70 80 90 100 % +3" %.Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.8 97.9 1.3 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 914 100.0 #18 99.9 925 99.8 #35 99.6 #45 98.8 #60 95.7 #80 70.5 #120 7.3 #170 2.1 4200 1.3 #230 1.3 tno specurcanon provmcu/ Source of Sample: SBSS 0 Sample Number: SBSS 0.7 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 _ Fax: (910) 686-9666 Tested By: EG 113-7 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2178 D85= 0.2035 D60= 0.1692 D50= 0.1606 D30= 0.1450 D15= 0.1329 D10= 0.1281 Cu= 1.32 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M =0.65 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 m X1 n m Z O O D A O m I Particle Size Distribution Report %+3" %Gravel %Sand Coarse Fine Coarse Medium 0.0 0.0 0.0 0.0 2.1 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO( 3/4 100.0 518 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.8 #25 99.6 #35 99.0 #45 96.8 #60 90.6 #80 57.6 #120 8.2 #170 3.0 #200 2.3 #230 2.2 ino specmcazmn province) Source of Sample: SBSS 0 Sample Number: SBSS O.TROUGH ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-8t14 Fart: (910) BBS-9666 Tested By: EG B3-8 0 % Fines Fine Slit Clay 95.6 2.3 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2472 D85= 0.2295 Dfi0= 0.1830 D50= 0.1710 D30= 0.1502 D15= 0.1343 D10= 0.1278 CU= 1.43 Cc= 0.96 Classification USCS= SP AASHTO= Remarks P.M.=0.75 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Proiect No: 25777 Checked By: KEL Date: 7/ 18/ 18 Particle Size Distribution Report Vmmiii OILC -!rail. %+3„ %Gravel %Sand %Fines Contra" Fine Cashes. Medium I Fine Slit Clay 0.0 0.0 0.0 0.1 2.1 96.8 1.0 SIEVE SIZE PERCENT SPEC.` PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 99.9 #14 99.9 #18 99.8 #25 99.6 #35 99.0 #45 96.8 #60 90.7 #80 55.9 #120 6.6 #170 1.9 #200 1.0 4230 0.8 (no specmcanon provwe9) Source of Sample: SBSS 0 Sample Number: SBSS O.CREST ECS SOUTHEAST, LLP 6774 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG B3-9 0 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2472 D85= 0.2305 D60= 0.1851 D50= 0.1731 D30= 0.1521 D15= 0.1363 D10= 0.1301 Cu= 1.42 Cc= 0.96 Classification USCS= SP AASHTO= Remarks F.M =0.77 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 t %+3" Particle Size Distribution Report UMMIN 01Lc - % Gravel % Sand Coarse Fine Coarse Medium SIEVE SIZE PERCENT SPEC.` PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.8 #5 99.7 #7 99.7 #10 99.7 #14 99.6 #18 99.5 #25 99.1 #35 98.3 #45 95.4 #60 97.8 #80 58.2 #120 6.7 #170 1.9 #200 1.0 9230 0.8 pru npocuwauun Pruvlwa) Source of Sample: SBSS 0 Sample Number: SI3SS 0.106 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 086.9114 Fax: (910) 686-9666 Tested By: EG 133-10 % Fines Fine Silt Clay 96.1 1.0 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2637 D85= 0.2372 D60= 0.1824 D50= 0.1704 D30= 0.1503 D15= 0.1354 D10= 0.1297 Cu= 1.41 Cc= 0.96 Classification USCS= SP AASHTO= Remarks F.M =0.79 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 F Checked By: KEL Date: 7/ 18/ 18 0 Particle Size Distribution Report X+3„ %Gravel _ %Sand %Fines Coarse Fine Coarse Medium Fine Slit Clay 0.0 0.0 0.1 0.2 1.8 96.8 1.1 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.8 #7 99.8 #10 99.7 #14 99.7 918 99.5 025 99.2 435 98.5 945 96.4 #60 90.8 #80 52.1 #120 6.2 #170 1.9 #200 1.1 #230 1.0 tn0 Specumauun Prunucu) Source of Sample: S13SS 0 Sample Number: SRSS 0.109.5 ECS SOUTHEAST, LLP 6714 NetsDrive Wilmington, NC 20406 Phone:(910) 686-9114 Fax: (910) 606-9668 Tested By: EG 133-11 0 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2470 D85= 0.2324 D60= 0.1899 D50= 0.1775 D30= 0.1552 D15= 0.1381 D10= 0.1313 Cu= 1.45 CC= 0.97 Classification USCS= SP AASHTO= Remarks F.M =0.82 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 Particle Size Distribution Report %+3„ %Gravel %Sand Coarse Fine Coarse Medium Fine Silt 0.0 0.0 0.0 0.1 0.1 98.2 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 518 100.0 7/16 IWO 5/16 IWO #3.5 100.0 #4 100.0 #5 100.0 #7 99.9 #10 99.9 #14 99.9 #I8 99.9 #25 99.9 #35 99.8 #45 99.7 #60 98.3 #80 82.8 #120 9.6 #170 3.1 #200 1.6 #230 1.2 tno specnlcauon provlaea) Source of Sample: SBSS 0 Sample Number: SBSS 0.113 ECS SOUTHEAST, LLP 6774 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910)888-9686 Tested By: EG B3-12 0 7o Fines Clay 1.6 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2026 D85= 0.1860 D60= 0.1600 D50= 0.1532 D80= 0.1403 D15= 0.1298 D10= 0.1254 Cu= 1.28 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M =0.56 Date: 7/18/18 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Figure Checked By: KEL Particle Size Distribution Report C m 0 m z J VRMIIN JILC - 1111II. % +s„ % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Slit Clay 0.0 0.0 0.1 0.4 1.0 93.2 5.3 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.8 #7 99.7 #10 99.5 #14 99.4 #18 99.2 #25 99.0 #35 98.7 #45 98.2 #60 96.3 #80 85.7 #120 25.3 #170 8.6 #200 5.3 #230 3.9 (no speclncauon provlaeal Source of Sample: SBSS 0 Sample Number: SBSS 0.116.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 26405 - Phone: (910)686-9114 Fax: (910) 686-9666 Tested By: EG B3-13 Soil Description Grayish Brown (IOYR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2000 D85= 0.1790 D60= 0.1532 D50= 0.1452 D30= 0.1293 D15= 0.1115 D10= 0.0971 Cu= 1.58 Cc= 1.12 Classification USCS= AASHTO= Remarks F.M =0.49 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/19/18 i Particle Size Distribution Report %+3.. °A Coarse 0.0 0.0 Vf Ml1Y QnLC - % Sand Fine _Coarse Medium 0.2 0.2 0.5 SIEVE SIZE PERCENT SPEC." PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 loon #15 99.9 #4 99.8 #5 99.8 #7 99.6 #10 99.6 #14 99.6 #18 99.6 #25 99.5 #35 99A #45 98.6 #60 94.7 #80 73.1 #120 18.8 #170 6.5 #200 3.7 #230 2.6 tno specmcanon provided/ Source of Sample: SBSS 0 Sample Number: SBSS 0.120 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG B3-14 0 % Fines Fine Silt Clay 95.4 3.7 Soil Description Grayish Brown (IOYR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2196 D85= 0.2027 D60= 0.1644 D50= 0.1547 D30= 0.1366 D15= 0.1197 D10= 0.1094 Cu= 1.50 Cc= 1.04 Classification USCS= SP AASHTO= Remarks F.M =0.59 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 It w Z w I- Z w U w w a Particle Size Distribution Report NN� o a V r(/111V JILC - IIIIII. %13„ %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.0 99.9 0.1 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 a4 100.0 #5 100.0 a7 100.0 910 100.0 #14 100.0 #18 100.0 #25 100.0 #35 100.0 H45 100.0 #60 97.7 #80 46.3 4120 4.6 #170 0.5 #2O0 0.1 #230 0.1 kilo spcaucauun pruviucu) Source of Sample: SUSS 4 Sample Number: SRSS 4.1 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D4-1 0 Soil Description Light Gray (l OYR 7/2), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2332 D85= 0.2251 D60= 0.1945 D50= 0.1839 D30= 0.1621 D15= 0.1432 D10= 0.1355 Cu= 1.43 Cc= 1.00 Classification USCS= SP AASHTO= Remarks F.M.=0.81 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 17/ 18 I Particle Size Distribution Report _ 01 f 11 N 014 C - 111111. %Gravel %Sand _ Coarse Fine Coarse Medium Fine 0.0 0.0 0.0 0.2 99.6 SIEVE PERCENT SPEC.` PASS? SIZE FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 03.5 100.0 #4 100.0 45 100.0 #7 100.0 #10 100.0 414 100.0 418 100.0 #25 100.0 #35 100.0 945 99.5 #60 92.2 #80 38.4 #120 3.6 4170 0.6 4200 0.2 #230 0.2 (no specmcanon pruvmcu/ Source of Sample: SBSS 4 Sample Number: SBSS 4.2 ��aaaaaaalll�� ECS SOUTHEAST, LLP 8714 NDrive Wilmington,gton, NC 26405 -- Phone: (910) 686-9114 Fax: (910) 686-9668 7b miles Sift Clay 0.2 Soil Description Light Gray (IOYR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2450 D85= 0.2358 D80= 0.2034 D50= 0.1926 D30= 0.1702 D15= 0.1494 D10= 0.1406 Cu= 1.45 Cc= 1.01 Classification USCS= SP AASHTO= Remarks F.M.=0.88 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/17/18 Tested By: EG D4-2 Particle Size Distribution Report 0 000 100 90 80 70 60 50 40 10 0 �11N -nun. ,L3„ %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay i 0.0 0.0 0.0 0.0 0.0 99.9 0.1 SIEVE SIZE PERCENT SPEC.` PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 a3.5 100.0 n4 100.0 U5 100.0 H7 100.0 #10 100.0 #14 100.0 #18 l000 a25 100.0 a35 100.0 #45 99.9 #60 98.4 #80 63.6 N 120 5.6 #170 0.6 #200 0.1 #230 0.1 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.3 ®®� ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 284058406 Phone: (910) 686-9114 Fax: (910) 686-9666 D Soil Description Light Gray (10YR 7/1). Poorly Graded SAND Afterberg Limits PL= LL= PI= Coefficients D90= 0.2212 D85= 0.2104 D60= 0.1762 D50= 0.1665 D30= 0.1490 D15= 0.1356 D10= 0.1304 Cu= 1.35 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M.=0.70 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Tested By: EG Checked By: KEL D4-3 Date: 7/ 17/ 18 Particle Size Distribution Report % +Y % Gravel % S Coarse Fine Coarse Medium 0.0 0.0 0.0 0.0 0.1 SIEVE SIZE PERCENT SPEC." PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 loon 5/16 loon 93.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 918 100.0 #25 100.0 435 100.0 #45 99.9 960 94.5 #80 55.1 #120 6.4 #170 IA 4200 0.9 #230 0.9 (no specaicauon proviaeal Source of Sample: SBSS 4 Sample Number: SBSS 4.4 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 _ Fax: (910) 686-9666 Tested By: EG D4-4 0 % Fines Fine Silt Clay 990 0.9 Soil Description Gray (10YR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2359 D85= 0.2243 D80= 0.1858 D50= 0.1743 D30= 0.1532 D15= 0.1369 D10= 0.1305 Cu= 1.42 Cc= 0.97 Classification LISCS= SP AASHTO= Remarks F.M.=0.75 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/17/18 100 90 80 70 x Z 60 LL Z 50 W U 0 (L 40 a 30 20 10 0 Particle Size Distribution Report V IYfIIIY JILC � 111111. %13" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Slit Clay 0.0 0.0 0.1 0.0 1.5 97.4 1.0 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.7 #35 99.1 #45 93.9 #60 65.2 #80 26.7 #120 3.1 #170 1.0 #200 1.0 #230 L0 pw aPccumauvu Pwrmco/ Source of Sample: SBSS 4 Sample Number: S13SS 4.5 �r ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 28405 Phone: (910) 686-9114 r✓ Fax:(910)686-9666 Tested By: EG D4-5 ELK 0 Soil Description Gray (IOYR 5/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.3300 D85= 0.3071 D60= 0.2391 D50= 0.2201 D30= 0.1858 D15= 0.1578 D10= 0.1465 Cu= 1.63 Cc= 0.99 Classification USCS= SP AASHTO= Remarks F.M.=1.06 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 17/ 18 % +3" 0.0 Particle Size Distribution Report Vmmilm OILC - % Gravel % Send Coarse Fine Coarse Medium 0.0 0.0 0.0 1.7 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 910 100.0 #14 100.0 #18 99.9 #25 99.8 #35 99.3 #45 96.5 #60 83.9 #80 44.5 # 120 5.2 #170 1.0 #200 0.9 #230 0.9 tnu speclncaaun pruvmcu/ Source of Sample: SBSS 4 Sample Number: SBSS 4.6 a_ ECS SOUTHEAST, LLP 6714 Netherlands orive Wilmington, INC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D4-6 0 % Fines Fine Silt Clay 97.4 0.9 Soil Description Gray (10YR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2749 D85= 0.2537 DBO= 0.2017 D50= 0.1874 D30= 0.1615 D15= 0.1417 D10= 0.1341 Cu= 1.50 Cc= 0.96 Classification USCS= SP AASHTO= Remarks F.M =0.86 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Protect No: 25777 Checked By: KEL Date: 7/17/18 0 % +3" 0.0 Particle Size Distribution Report UrNM1Y OILC - % Gravel % Sand Coarse Fine Coarse Medium 0.0 0.0 0.0 0.6 SIEVE SIZE PERCENT SPEC." PASS? FINER PERCENT (X=NO) 3/4 I00.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.o #I8 100.0 #25 99.9 #35 99.7 #45 98.8 960 95.4 #80 75.3 #120 9.3 #170 1.8 #200 1.2 #230 1.1 plo sPUUumauml PlovlaGU) Source of Sample: SBSS 4 Sample Number: SBSS 4.7 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D4-7 0 % Fines Fine Silt Clay 98.2 1.2 Soil Description Gray (10YR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2092 D85= 0.1954 D60= 0,1648 D50= 0.1568 D30= 0.1422 D15= 0.1305 D10= 0.1258 Cu= 1.31 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M =0.62 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/17/18 % ♦3" 0.0 Particle Size Distribution Report V f\t711V JILC � 111111. % Gravel %Sand Coarse Fine Coarse Medium Fine 0.0 0.0 0.0 1.1 97.6 SIEVE SIZE PERCENT SPEC." PASS? FINER PERCENT (X=NO) 3/4 IWO 518 100o 7/16 loon 5/16 loon 43.5 100.0 a4 100.0 45 100.0 a7 100.0 410 100.0 414 99.9 418 99.9 425 99.7 435 99.3 #45 97.9 460 94.0 980 77.4 4120 10.2 4170 2.3 4200 1.3 4230 1.2 tno speclncanon provlaeal Source of Sample: SBSS 4 Sample Number: SBSS 4.TROUGH ECS SOUTHEAST, LLP -■y�J 6714 Netherlands Drive ■ Wilmington, NC 28405 �/- - - Phone: (910) 686-9114 >✓ Fax: (910) 686-9666 Tested By: EG D4-8 Slit Clay 0 Soil Description Gray (10YR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2067 D85= 0.1923 D60= 0.1629 D50= 0.1552 D30= 0.1410 D15= 0.1296 D10= 0.1244 Cu= 1.31 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M.=0.62 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 17/ 18 i Particle Size Distribution Report 0 10 20 30 40 50 60 70 80 90 100 %+8„ Gravel and _ _ _ % Fines Coarse Fine Coarse MedumFine Sllt Clay 0.0 0.0 0.0 0.1 1.6 97.0 1.3 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 99.9 #14 99.9 #18 99.8 #25 99.5 #35 98.9 #45 96.9 #60 91.5 #80 71.3 #120 10.1 #170 2.6 #200 1.3 #230 1.1 tnu Spemucauun pruvueu) Source of Sample: SBSS 4 Sample Number: SRSS 4.CREST ECS SOUTHEAST, LLP 6714 Nettle Wilmington, on, NC 284068406 Phone: (910) 886-9114 Fax: (910) 686-9666 Tested By: EG D4-9 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2345 D85= 0.2078 D60= 0.1676 D50= 0.1587 D80= 0.1428 Dt5= 0.1302 D10= 0.1248 Cu= 1.34 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M =0.67 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/17/18 %+3" 0.0 Particle Size Distribution Report VMmiIV 011=- % Gravel % Sand Coarse Fine Coarse Medium 0.0 0.0 0.3 3.2 SIEVE SIZE PERCENT SPEC* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 99.8 #7 99.8 #10 99.7 #14 99.6 #I8 99.3 #25 98.7 #35 97.5 #45 94.6 960 8Z8 #80 68.3 #120 11.3 0170 2.6 9200 1.3 9230 Ll lnu spccurwuun Pruvroou) Source of Sample: SBSS 4 Sample Number: SBSS 4.106 ECS SOUTHEAST, LLP 6714 Netherlands Drive a Wilmington, NC Phone: 191016s6-9114-9114 >✓ Fax: (910) 686-9666 Tested By: EG D4-10 Fines Fine Silt Clay 95.2 1.3 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2750 D85= 0.2260 D60= 0.1699 D50= 0.1600 D30= 0.1428 D15= 0.1292 D10= 0.1208 Cu= 1.41 Cc= 0.99 Classification USCS= SP AASHTO= Remarks F.M.=0.72 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 17/ 18 I w w Z Z Z W U IY W (L Particle Size Distribution Report I V MMIIN JILC - III111. %Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.2 1.8 96.7 1.2 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 I 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.8 #7 99.8 #10 99.7 #14 99.6 #I8 99.5 #25 99.2 #35 98.6 #45 96.8 960 92A #80 71.3 #120 10.5 9170 2.3 #200 1.2 4230 1.1 tnu spcaucauun Pruvlucu) Source of Sample: SBSS 4 Sample Number: S13SS 4.109.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 636-9666 Tested By: EG D4-1 1 0 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2312 D85= 0.2072 D60= 0.1675 D50= 0.1586 D30= 0.1425 D15= 0.1297 D10= 0.1232 Cu= 1.36 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M =0.67 Date: 7/ 17/ 18 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Proiect No: 25777 Figure Checked By: KEL 1 Particle Size Distribution Report b RNI1V AILC - m111. %+7" %Gravel _ %Sand %Fines Coarse Fine coarse Medium Fine Slit Clay 0.0 0.0 0.1 0.0 0.2 97.6 2.1 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (%=NO) 3/4 100.0 5/8 100.0 7116 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.8 #35 99.7 #45 99.6 #60 98.6 #80 92.3 #120 18.2 #170 4.4 #200 2.1 4230 17 tnu spuumcauun pruvwuu/ Source of Sample: SBSS 4 Sample Number: SBSS 4.113 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 28406 Phone: (210) 686-9114 Fan: (910) 680-9660 Soil Description Gray (10YR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.1771 D85= 0.1717 D60= 0.1526 D50= 0.1463 D30= 0.1337 D15= 0.1220 D10= 0.1160 Cu= 1.32 Cc= LOl Classification USCS= SP AASHTO= Remarks F.M =0.45 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Tested By: EG Checked By: KEL D4-12 Date: 7/17/18 u re Particle Size Distribution Report 1 VRI'�IIV JILC' 111111. %Gravel %Sand %Fines %+a„ Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.2 0.1 0.3 94.6 4.8 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.8 #5 99.7 #7 99.7 #10 99.7 914 99.7 418 99.7 #25 99.6 #35 99.5 #45 99.3 #60 97.9 #80 90.7 #120 33.5 9170 9.1 #200 4.8 #230 3.4 (no specification provided) Source of Sample: SBSS 4 Sample Number: SBSS 4.116.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D4-1 1 0 Soil Description Gray (10YR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.1787 D85= 0.1713 D60= 0.1467 D50= 0.1387 D30= 0.1217 D15= 0.1028 D10= 0.0922 Cu= 1.59 Cc= 1.10 Classification USCS= SP AASHTO= Remarks F.M =0.39 Date: 7/17/18 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Figure Checked By: KEL m X n m z 100 90 80 70 60 50 40 30 20 10 0 Particle Size Distribution Report %+3„ % Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.1 0.1 0.3 94.9 4.6 SIEVE SIZE PERCENT SPEC." PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.8 #14 99.8 #18 99.8 #25 99.7 #35 99.7 #45 99.1 #60 95.7 #80 78.2 #120 24.9 #170 7.9 #200 4.6 #230 3.3 (no specmcanon provwcal Source of Sample: SBSS 4 Sample Number: SBSS 4.120 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 26406 Phone: (910) 636-9114 Fax: (910) 686-9666 Tested By: EG D4-14 Soil Description Gray (1 OYR 511), Poorly Gradcd SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2082 D85= 0.1930 D80= 0.1582 D50= 0.1487 D30= 0.1303 D15= 0.1109 D10= 0.0982 Cu= 1.61 Cc= 1.09 Classification USCS= SP AASHTO= Remarks F.M =0.51 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Date: 7/ 17/ 18 Checked By: KEL PROFILE 8+00 PARTICLE SIZE DISTRIBUTION REPORTS 100 90 80 70 w Z 60 LL Z 50 W U W 40 a 30 20 10 0 Particle Size Distribution Report O MMIy oicr= - % Gravel % Sand Coarse Fine Coarse Medium SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 518 100.0 7/16 100.0 5/16 100.0 X3.5 100.0 a4 100.0 N5 100.0 a7 100.0 #10 100.0 a14 100.0 #18 100.0 a25 100.0 #35 100.0 #45 100.0 #60 99.0 #80 46.3 M 120 3.3 #170 0.4 N200 0.1 #230 0.1 )no specmcanon pravfaea) Source of Sample: SBSS 8 Sample Number: SBSS 8.1 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 28406 -- Phone: (910) $36-9114 Fax: (910) 688-9666 Tested By: EG D5-1 0 % Fines Fine Silt Clay 99.9 0.1 Soil Description Light Gray (10YR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= Pl= Coefficients D90= 0.2311 D85= 0.2235 D60= 0.1940 D50= 0.1838 D30= 0.1628 D15= 0.1448 D10= 0.1377 Cu= 1.41 Cc= 0.99 Classification USCS= SP AASHTO= Remarks F.M =0.81 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Checked By: KEL Date: 7/ 18/ 18 1 % 13" 0.0 Particle Size Distribution Report vrtrdry 01am - % Gravel % Sand Coarse Fine Coarse Medium 0.0 0.0 0.0 0.3 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 1000 N3.5 100.0 a4 100.0 N5 100.0 a7 100.0 #10 100.0 #14 100.0 #19 100.0 a25 100.0 #35 99.9 a45 99.4 #60 99.6 #80 28.7 #120 2.6 #170 0.4 #200 0.1 4230 0.1 pm syccumwim� pmv�ucu/ Source of Sample: SBSS 8 Sample Number: SBSS 8.2 SwECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) SM-9114 Fax: (910) 686-9666 Tested By: EG D5-2 % Fines Fine Silt Clay 99.6 0.1 Soil Description Light Gray (10YR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2523 D85= 0.2418 DB0- 0.2115 D50= 0.2016 D30= 0.1815 Dt 5= 0.1616 D10= 0.1520 Cu= 1.39 Cc= 1.02 Classification USCS= SP AASHTO= Remarks F.M.=0.95 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 u re Particle Size Distribution Report %+3" _%Gravel %S coarse Fine Coarse Medium 0.0 0.0 0.0 0.0 0.0 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 518 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 914 IOU #18 100.0 #25 IOU #35 100.0 #45 99.9 #60 97.8 #80 42.8 #120 4.2 #170 0.7 #200 0.2 #230 0.2 tno specmcaaon pmviaeo) Source of Sample: SBSS 8 Sample Number: SBSS 8.3 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) M-9666 Tested By: EG D5-3 % Fines Fine Silt Clay 99.8 0.2 Soil Description Light Gray (10YR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2343 D85= 0.2267 D80= 0.1976 D50= 0.1874 D30= 0.1659 DE5= 0.1462 D10= 0.1380 Cu= 1.43 CC= 1.01 Classification USCS= SP AASHTO= Remarks F.M.=0.83 Date: 7/ 18/ 18 Client: Motiatt & Nichol Project: Sunset Beach Shoreline Management Proiect No: 25777 Fiaure Checked By: KEL t Particle Size Distribution Report 0 b MA114 01LM - 111111. X+3" %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.0 99.3 0.7 SIEVE SIZE PERCENT SPEC* PASS? FINER PERCENT (X=NO) 3/4 00.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 94 100.0 #5 100.0 #7 100.0 910 100o 414 100.0 #18 100.0 425 loon #35 100.0 #45 100.0 960 96.7 980 39.9 #120 4.1 4170 0.9 0200 0.7 #230 0.7 tno speculcaoon provmea/ Source of Sample: SBSS 8 Sample Number: SBSS 8.4 ECS SOUTHEAST, LLP 6714 Netherlands Drive WiIminBton, NC 28405 Phone:(9101686-9114 Fan:(910)686-9666 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2368 D85= 0.2292 D60= 0.2003 D50= 0.1903 D30= 0.1689 D15= 0.1485 D10= 0.1396 Cu= 1.44 Cc= 1.02 Classification USCS= SP AASHTO= Remarks F.M.=0.85 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Proiect No: 25777 Checked By: KEL Date: 7/ 18/ 18 Tested By: EG D5-4 I % i3•, 0.0 Particle Size Distribution Report 0 % Gravel % Sand Coarse Fine Coarse Medium 0.0 0.0 0.1 1.0 SIEVE SIZE PERCENT SPEC.` PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.9 #10 99.9 #14 99.9 #I8 99.9 #25 99.8 #35 99.5 #45 95.4 #60 69.3 #80 23.7 #120 2.6 #170 0.8 4200 0.8 #230 0.8 tuu>pcuucauvu prurmcu/ Source of Sample: SBSS 8 Sample Number: SBSS 8.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 606-9666 Tested By: EG %Fines Fine Silt Clay 98.1 0.8 Soil. Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.3150 D85= 0.2926 D60= 0.2332 D50= 0.2178 D30= 0.1895 D15= 0.1645 D10= 0.1531 Cu= 1.52 Cc= 1.01 Classification USCS= SP AASHTO= Remarks F.M.=1.05 Date: 7/ 18/ 18 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Figure Checked By: KEL 1 Particle Size Distribution Report X+3" G Coarse V RAIIV JILC - % Sand Fine Coarse Medium SIEVE SIZE PERCENT SPEC* PASS? FINER PERCENT (X=NO) 3/4 100.0 518 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 999 #10 99.9 #14 99.9 #18 99.8 #25 99.8 #35 99.5 #45 974 #60 94.8 #80 34.9 #120 3.8 #170 0.9 #200 0.8 #230 0.8 (nu specwcwlun pruvmcu/ Source of Sample: SBSS 8 Sample Number: SBSS 8.6 ECS SOUTHEAST, LLP W,il Netherlantls Dtive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D5-6 0 % Fines Fine Silt Clay 97.7 0.8 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2652 D85= 0.2505 D80= 0.2103 D50= 0.1981 D30= 0.1738 D15= 0.1513 D10= 0.1416 CU= 1.48 Cc= 1.01 Classification USCS= SP AASHTO= Remarks F.M.=0.91 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 Ir W Z LL Z Particle Size Distribution Report URMIIV JILC - % Gravel % Sand Coarse Fine Coarse Medium 0.0 0.1 0.0 0.7 SIEVE SIZE PERCENT SPEC.` PASS? FINER PERCENT (X=NO) 3/4 100.0 5/9 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.8 #35 99.5 945 98.5 #60 94.8 #80 72.8 #120 7.2 #170 1.7 #200 1.0 0230 1.0 tuu apccwcmmn prmwcul Source of Sample: SI3SS 8 Sample Number: SRSS 8.7 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone! (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D5-7 0 % Fines Fine Silt Clay 98.2 1.0 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= U-= PI= Coefficients D90= 0.2155 DS5= 0.2001 D60= 0.1672 D50= 0.1590 D30= 0.1441 D15= 0.1326 D10= 0.1280 Cu= 1.31 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M.=0.65 Date: 7/ 18/ 18 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Figure Checked By: KEL 1 Particle Size Distribution Report % +S„ % Gravel % S Coarse Fine Coarse Medium SIEVE SIZE PERCENT SPEC." PASS? FINER PERCENT (X=NO) 3/4 100.0 5/9 100.0 7/16 loon 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 918 99.8 425 99.6 #35 99.1 #45 97.3 #60 92.4 #80 66.5 #120 7.2 #170 1.8 #200 1.0 0230 0.9 pm spcuuwauun PIUVIMU/ Source of Sample: SBSS 8 Sample Number: SBSS &TROUGH ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 2840S8405 Phone: (910) 686-9114 Fax:(910) 689-9666 Tested By: EG D5-8 0 10 20 30 40 50 60 70 80 90 100 % Fines Fine Silt Clay 97.4 1.0 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2347 D85= 0.2147 D60= 0.1727 D50= 0.1631 D30= 0.1463 D15= 0.1334 D10= 0.1283 Cu= 1.35 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M.=0.70 Date: 7/18/ 18 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Figure Checked By: KEL of w Z LL Z w U of w a Particle Size Distribution Report < o00 to rcrtnv oic� - %Grsvel %Sand Coarse Fine Coarse Medium 0.0 0.2 0.0 1.6 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 U3.5 100.0 R4 99.8 H5 99.8 H7 99.8 #10 99.8 #14 99.8 #18 99.7 #25 99.4 #35 98.9 #45 97.0 #60 92.4 #80 70.9 #120 8.1 #170 2.5 #2O0 1.2 #230 0.9 tnu spucurcmwn pruvmour Source of Sample: SBSS 8 Sample Number: SBSS &CREST ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D 9 % Fines Fine Sllt Clay 97.0 _._ 1.2 Soil -Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2282 D85= 0.2063 D60= 0.1684 D50= 0.1597 D30= 0.1442 D15= 0.1321 D10= 0.1272 Cu= 1.32 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M =0.68 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/18/18 Particle Size Distribution Report UMM11 01LC - 111111. %+3" %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 3.2 95.5 1.3 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 518 100.0 7/16 100o 5/16 100.0 93.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 918 99.7 #25 99.3 #35 98.2 945 95.1 #60 8T9 #80 57.6 #t20 8.5 4170 2.5 #200 1.3 9230 1.0 pm spcclucuuml pluvwcu/ Source of Sample: SBSS 8 Sample Number: SBSS 8.106 ECS SOUTHEAST, LLP 6710 Netherlantls Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D5-10 0 Soil Description_ Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2625 D85= 0.2372 D60= 0.1832 D50= 0.1707 D30= 0.1496 D15= 0.1337 D10= 0.1272 Cu= 1.44 Cc= 0.96 Classification USCS= SP AASHTO= Remarks F.M.=0.78 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 to m Particle Size Distribution Report I 1 VRF411V 01Lm - II II11. %+3" %Gravel %Sa_nd %Fines Coarse Fine Coarse Medium_ _ _ Fine Slit Clay 0.0 0.0 0.0 0.0 2.9 95.9 1.2 SIEVE SIZE PERCENT SPEC.` PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7116 100.0 5/I6 100.0 tl3.5 100.0 H4 100.0 95 100.0 a7 100.0 #10 100.0 #14 99.9 #18 99.8 #25 99.3 N35 98.3 #45 95.9 660 90.0 #80 58.2 M 120 6.8 #170 1.9 #200 1.2 a230 1.0 lno specmcanon provimu/ Source of Sample: SBSS 8 Sample Number: SBSS 8.109.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: 1910i 686-9114 Fax:(910)686-9666 Tested By: EG D5-1 1 0 Soil Description Gray (10YR 5/1), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2501 D85= 0.2303 D60= 0.1823 D50= 0.1705 D30= 0.1505 D15= 0.1354 D10= 0.1295 Cu= 1.41 Cc= 0.96 Classification USCS= SP AASHTO= Remarks F.M =0.77 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 I Particle Size Distribution Report %t3.. %Gravel %Sand Coarse Fine Coarse Medium 0.0 0.0 0.0 0.2 0.3 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 99.9 #7 99.9 #10 99.8 #14 99.7 #18 99.7 #25 99.7 #35 99.6 445 99.4 #60 98.2 980 87.4 #120 ll.l #170 3.2 #200 L5 #230 L1 tnu specmcauon Provmnu/ Source of Sample: SBSS 8 Sample Number: SBSS 8.113 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 26406 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D5-12 0 % Fines Fine Slit Clay 98.0 1.5 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.1910 D85= 0.1773 D60= 0.1571 D50= 0.1508 D30= 0.1385 D15= 0.1283 D10= 0.1207 Cu= 1.30 CC= 1.01 Classification USCS= SP AASHTC= Remarks F.M.=0.53 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 Particle Size Distribution Report �_ y y p 00 - G _ 0 90 \ _ 10 80 20 70 - 30 60 40 50 50 40 60 30 70 20 80 10 _. 90 0 10 10n 1n 1 0 1 0.01 0.001 % *3" 0.0 GRAIN SIZE - mm. % Gravel % Sand Coarse Fine Coarse Medium Fine SIEVE PERCENT SPEC.' PASS? SIZE FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.5 #10 99.2 #14 98.9 #I8 98.6 #25 98.3 435 98.0 #45 9Z6 #60 95.8 980 88.2 4120 29.0 #170 9.8 9200 5.9 #230 4.5 % Fines Silt Clay 5.9 Soil Description Grayish Brown (10YR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients 090= 0.1911 D85= 0.1751 D60= 0.1502 D50= 0.1423 D30= 0.1259 D15= 0.1059 D10= 0.0906 Cu= 1.66 Cc= 1.17 Classification USCS= AASHTO= Remarks F.M =0.47 tno speanwnon pnivima) Source of Sample: SBSS 8 Sample Number: SBSS 8.116.5 Date: 7/18/18 ECS SOUTHEAST, LLP Client: Moffatt & Nichol 6714 Netherlands Drive Project: Sunset Beach Shoreline Management Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 6064MG Project No: 25777 _ _ _ _ _ Filillure- Tested By: EG Checked By: KEL D5-13 I Particle Size Distribution Report %+3" %Gravel %Sand Coarse Fine Coarse Medium 0.0 0.0 0.1 0.1 1.1 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 1000 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.8 #10 99.8 414 99.7 418 99.5 #25 99.3 #35 99.1 #45 97.9 #60 94.1 #80 78.3 # 120 26.9 #170 12.7 #200 9.3 #230 77 1nu apeaucauun prevl0ou/ Source of Sample: SBSS 8 Sample Number: SBSS 8.120 rECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 686.9666 Tested By: EG D5-14 0 % Fines Fine Silt Clay 89.4 9.3 Soil Description Grayish Brown (10YR 5/2), Poorly Graded SAND, with Silt Atterberg Limits PL= LL= PI= Coefficients D90= 0.2118 D85= 0.1938 D80= 0.1575 D50= 0.1478 D80= 0.1285 D15= 0.1017 D10= 0.0783 Cu= 2.01 Cc= 1.34 Classification USCS= AASHTO= Remarks F.M 0.53 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 18/ 18 PROFILE 12+00 PARTICLE SIZE DISTRIBUTION REPORTS 100 90 80 70 Z 60 Z 50 W U W 40 EL 30 20 10 0 Particle Size Distribution Report %+3„ %Gn Coarse 0 %Sand %Fines _ Fine ,Coarse Medium Fine Slit Clay 0.0 0.0 0.1 99.8 0.1 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/I6 100.0 5/16 100.0 k3.5 100.0 a4 100.0 #5 100.0 k7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 N35 99.9 #45 99.8 860 95.4 #80 34.3 9120 3.2 8170 0.5 #200 01 #230 0.0 p10 specuicauun Provrueu) Source of Sample: SBSS 12 Sample Number: SBSS 12.1 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone:(9101686-9114 Fax: (910) 686-9666 Tested By: EG D6-1 Soil Description Light Gray (10YR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2400 D85= 0.2326 D60= 0.2049 D50= 0.1954 D30= 0.1753 D15= 0.1551 D10= 0.1457 Cu= 1.41 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M =0.90 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 17/ 18 1 Particle Size Distribution Report %+3" %Gr_avel %Sand Coarse Fine Coarse Medium 0.0 0.0 0.0 0.0 0.1 SIEVE SIZE PERCENT SPEC." PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 100.0 #25 100.0 #35 99.9 #45 99.7 960 95.3 #80 34.7 #120 3.5 9170 0.8 #200 0.3 9230 0.2 kno slx,'mcarmn Pmvmcu/ Source of Sample: SBSS 12 Sample Number: SBSS 12.2 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 2840S Phone: 1910i 686-9114 Fax: (910) 686-9886 %Fin" Fine Slit Clay 00A nz Soil Description Light Gray (10YR 7/1), Poorly Graded SAND Atterbe_rg Limits PL= LL= PI= Coefficients D90= 0.2400 D85= 0.2326 D60= 0.2047 D50= 0.1951 D30= 0.1749 D15= 0.1544 D10= 0.1448 Cu= 1.41 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M.=0.89 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 0 Date: 7/ 17/ 18 u re Tested By: EG Checked By: KEL D(r3 i Particle Size Distribution Report 0 10 20 30 40 50 50 70 80 90 100 %+3„ %Gravel %Sand %Fines Coarse Fine _Coarse. Medium _ Fine Slit Clay 0.0 0.0 0.0 0.1 0.5 99.1 0.3 SIEVE PERCENT SPEC.' PASS? SIZE FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.9 #10 99.9 #14 99.8 #18 99.7 #25 99.6 #35 99.5 #45 99.3 #60 95.4 #80 29.6 #120 3.3 #170 0.8 #200 0.3 #230 0.3 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.3 ECS SOUTHEAST, LLP Wilmington, Netherlands Drive _ Wilmington, NC 28406 -- Phone: 1910)686-9114 Fax: (910) 686-9666 Tested By: EG D6-3 Soil Description Light Gray (10YR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2407 D85= 0.2339 D80= 0.2079 D50= 0.1990 D30= 0.1804 D15= 0.1613 D10= 0.1517 Cu= 1.37 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M.=0.94 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Checked By: KEL Date: 7/ 17/ 18 t Particle Size Distribution Report b RAIIN JI&C - nnn. %+g" %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.4 98.7 0.9 SIEVE SIZE PERCENT SPEC." PASS? FINER PERCENT (X=NO) 314 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.o #4 100.0 #5 100.0 #7 100.0 #10 100.0 # 14 100.0 #18 100.0 #25 100.0 #35 99.9 #45 98.9 960 93.0 480 65.9 #120 6.0 #170 1.2 #200 0.9 #230 0.9 tno speclncallon proviaea) Source of Sample: SBSS 12 Sample Number: SBSS 12.4 ECS SOUTHEAST, LLP 8774 Netherlands Drive Wilmington, NC 28405 Phone: (910) e8e-911 4 Fax: (910) 686-9666 Tested By: EG D6- 7 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2331 D85= 0.2146 D60= 0.1734 D50= 0.1638 D30= 0.1472 D15= 0.1345 D10= 0.1296 Cu= 1.34 Cc= 0.96 Classification USCS= SP AASHTO= Remarks F.M =0.69 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 17/ 18 It W Z LL Z w U 0' W 0- I % +3" 0.0 Particle Size Distribution Report VMMIIN JILC - % Gravel % Sand Coarse Fine Coarse Medium 0.0 0.0 0.0 1.4 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 k3.5 100.0 44 100.0 95 100.0 97 100.0 910 100.0 s14 100.0 #18 100.0 #25 99.9 #35 99.7 #45 97.3 #60 84.9 #80 35.4 #120 3.5 #170 0.9 N200 0.8 #230 0.8 11lu spcaucauun pruvmcu) Source of Sample: SBSS 12 Sample Number: SBSS 12.5 WECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 636-9666 Tested By: EG D6-5 0 % Fines Fine Slit Clay 97.8 0.8 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2651 D85= 0.2502 D60= 0.2097 D50= 0.1974 D30= 0.1731 D15= 0.1511 D10= 0.1418 Cu= 1.48 CC= 1.01 Classification USCS= SP AASHTO= Remarks F.M.=0.90 Date: 7/ 17/ l 8 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Figure Checked By: KEL 1 Particle Size Distribution Report %f3" %Gravel %S Coarse _ Fine Coarse Medium 0.0 0.0 0.0 0.1 4.3 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100,0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 99.9 #14 99.9 #18 99.6 425 99.1 #35 914 #45 92.1 #60 74.9 #80 37.3 #120 3.8 #170 0.8 4200 0.7 #230 0.6 the specincauon provided) Source of Sample: SBSS 12 Sample Number: SRSS 12.6 SEECS SOUTHEAST, LLP 8710 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 600-MBS Tested By: EG D6-6 % Fines Fine Silt Clay 94.9 0.7 Soil Description Gray (10YR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.3292 DS5= 0.2905 D60= 0.2166 D50= 0.1995 D30= 0.1694 D15= 0.1468 D10= 0.1383 Cu= 1.57 Cc= 0.96 Classification USCS= SP AASHTC= Remarks F.M.=0.98 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/17/18 100 90 80 70 Ir Z 60 z 50 w U a- 40 d 30 20 10 0 Particle Size Distribution Report % +3" % Gravel % S Coarse Fine Coarse Medium SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.8 #25 99.7 #35 99.0 #45 96.4 #60 87.4 #80 58.0 #120 7.2 #170 L6 #200 Lo #230 0.9 tno spccamanon proviaca) Source of Sample: SBSS 12 Sample Number: SBSS 12.7 ■�� ECS SOUTHEAST, LLP 6714 Netherlands Drive 840S a Wilmington, 68 -9406 -- - Phone: (910)888-9114 i✓ Fax: (910) 686-9666 Tested By: EG D6-7 0 % Fines Fine Silt Clay 97.1 1.0 Soil Description Gray (10YR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients_ D90= 0.2649 D85= 0.2389 D60= 0.1827 D50= 0.1704 D30= 0.1500 D15= 0.1349 D10= 0.1289 Cu= 1.42 Cc= 0.96 Classification USCS= SP AASHTO= Remarks F.M =0.77 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/17/18 m 0 m z 0 0 D A m m U 1 II Particle Size Distribution Report %+3" %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 1.4 97.5 1.0 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 43.5 100.0 #4 100.0 #5 99.9 #7 99.9 #10 99.9 914 99.9 418 99.8 #25 99.6 #35 99.1 #45 97.0 #60 92.2 #80 76.8 #120 10.0 # 170 2.0 #200 1.0 #230 0.9 piu sPcaucaumi Pmvwcu/ Source of Sample: SBSS 12 Sample Number: SBSS 12.TROUGH ErECS SOUTHEAST, LLP 6716 Netherlantls Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 686-9666 0 Soil Description Gray (10YR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2134 D85= 0.1943 D60= 0.1632 D50= 0.1554 D30= 0.1412 D15= 0.1298 D10= 0.1250 Cu= 1.30 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M =0.64 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Date: 7/ 17/ 18 m X Tested By: EG D6-8 Checked By: KEL Particle Size Distribution Report m te < < : a2 r- - a r % :: tt tt UMMIIV OILC - IIIIII. %+0„ %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Slit Clay 0.0 0.0 0.0 0.1 2.2 96.3 1.4 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 1000 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.9 410 99.9 # 14 99.8 #18 99.7 #25 99.3 035 98.5 #45 95.8 #60 89.6 #80 71.6 #120 10.9 #170 2.8 #200 1.4 #230 1.1 tlm ePccumalmn Pmvwcu) Source of Sample: SBSS 12 Sample Number: SBSS 12.CREST ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D6-9 Soil Description Gray (10YR 5/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2555 D85= 0.2108 D60= 0.1669 D50= 0.1580 D30= 0.1420 D15= 0.1293 Dt0= 0.1217 Cu= 1.37 Cc= 0.99 Classification USCS= SP AASHTO= Remarks F.M =0.68 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 17/ 18 Y t Particle Size Distribution Report V MM114 JILC - I I III I. %+3„ % Gravel % Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.7 0.1 2.3 95.5 1.4 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 518 100.0 7/16 100.0 5/16 99.3 #3.5 99.3 #4 99.3 #5 99.3 #7 99.3 #10 99.2 #14 99.1 #I8 99.0 #25 98.5 #35 97.6 k45 95.2 #60 89.3 #80 71.9 #120 10.3 #170 2.9 #200 1.4 #230 1.1 om spccumwmu pwvmcul Source of Sample: SBSS 12 Sample Number: SBSS 12.106 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D6-10 0 Soil Description Gray (10YR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2600 D85= 0.2103 D80= 0.1668 D50= 0.1580 D30= 0.1424 D15= 0.1299 D10= 0.1239 Cu= 1.35 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M =0.72 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 17/ 18 i Particle Size Distribution Report 0 10 20 30 40 50 60 70 80 90 100 % +3" % Gravel. % Sand % Fines Coarse Fine Coarse Medium Fine S_II_t _ Clay 0.0 0.0 0.3 0.1 3.0 95.5 1.1 SIEVE SIZE PERCENT SPEC. PASS? FINER PERCENT (X=NO) 3/4 100.0 518 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 ! 99.7 #5 99.7 #7 99.6 #10 99.6 #14 99.5 #I8 99.3 #25 98.8 #35 97.7 #45 94.9 #60 88.5 #80 66.2 #120 9.3 # 170 2.0 #200 1.1 9230 1.0 pm sPccumarmn Pmvmcu/ Source of Sample: SBSS 12 Sample Number: SBSS 12.109.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D6-11 Soil Description Gray (10YR 5/1), Poorly Graded SAND AtterLimits PL= LL= PI= Coefficients D90= 0.2642 D85= 0.2260 DB0= 0.1725 D50= 0.1624 D30= 0.1449 D15= 0.1314 D10= 0.1259 Cu= 1.37 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M =0.74 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Checked By: KEL Date: 7/17/18 Z 0 O D A O m 1 Particle Size Distribution Report %+y„ %Gravel %S Coarse Flne Coarse Medium 0.0 0.0 0.4 0.3 0.4 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/9 100.0 7/16 100.0 5/I6 100.0 #3.5 100.0 #4 99.6 #5 99.5 #7 99.3 #10 99.3 #14 99.2 #18 99.1 #25 99.1 #35 99.0 #45 98.7 #60 97+8 #80 90.7 #120 14.1 #170 3.6 #200 1.6 #230 1.3 )nn specwcarwn Pruvmcu7 Source of Sample: SBSS 12 Sample Number: SBSS 12.113 ECS SOUTHEAST, LLP $714 Netherlands Drive Wilmington, NC 28405 Phone: (910) SM-9114 Fax: (910) 686-9666 0 10 20 30 40 50 60 70 80 90 100 % Fines Fine Silt Clay 97.3 1.6 Soil Description Gray (10YR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.1792 D85= 0.1736 D80= 0.1546 D50= 0.1484 D30= 0.1363 D15= 0.1258 D10= 0.1133 Cu= 1.36 Cc= 1.06 Classification USCS= SP AASHTO= Remarks F.M =0.52 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 17/ 18 m 0 Z z 0 0 D M m Tested By: EG D6-12 Particle Size Distribution Report % +3„ % Gravel % S Coarse Fine Coarse Medium 0.0 0.0 0.0 0.0 _ 0.1 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #18 99.9 #25 99.9 #35 99.9 #45 99.8 460 99.1 #80 94.5 #120 28.3 #170 8.2 #200 4A #230 3.2 (no specification provided) Source of Sample: SBSS 12 Sample Number: SBSS 12.116.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 0 % Fines Fine Silt Clay 95.5 4.4 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.1738 D85= 0.1682 D80= 0.1479 D50= 0.1410 D30= 0.1265 D15= 0.1096 D10= 0.0972 Cu= 1.52 Cc= 1.11 Classification USCS= SP AASHTO= Remarks F.M.=0.38 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Tested By: EG Checked By: KEL D6-13 Date: 7/ 17/ 18 0 D A M m %+8" 0.0 Particle Size Distribution Report VRMIIV JILC' %Gravel %Sand Coarse _ Fine Coarse Medium 0.0 0.0 0.2 0.4 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 I 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 99.9 #7 99.8 #10 99.8 #14 99.8 #18 99.8 #25 99.7 #35 99.7 #45 98.9 #60 95.3 #80 82.5 9120 23.2 #170 8.1 #200 4.5 #230 3.2 pw SPcGlucauoll Pwvmcul Source of Sample: SBSS 12 Sample Number: SBSS 12.120 1I1� ECS SOUTHEAST, LLP - 6714 Netherlands Drive Wilmington, NC 28406 - -. Phone: (910) 686-9114 >✓ Fax: (910) 686-9686 Tested By: EG D6-14 % Fines Fine Silt Clay 94.9 4.5 Soil Description Grayish Brown (10YR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.1960 D85= 0.1841 D60= 0.1558 D50= 0.1475 D30= 0.1314 D15= 0.1141 D10= 0.1005 Cu 1.55 CC= 1.10 Classification USCS= SP AASHTO= Remarks F.M =0.51 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/ 17/ 18 PROFILE 16+00 PARTICLE SIZE DISTRIBUTION REPORTS w W Z LL 1 %+3" Particle Size Distribution Report VMMIY JILC - % Gravel % Sand Coarse _ Fine Coarse Medium 0.0 0.0 0.0 0.1 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 N3.5 100.0 N4 100.0 N5 100.0 k7 100.0 #10 100.0 #14 100.0 a18 100.0 #25 99.9 a35 99.9 #45 99.9 #60 98.0 #80 32.7 H 120 3.0 9170 0.5 #200 0.2 9230 0.2 pm spccwcauou Pmvmcu/ Source of Sample: SBSS 16 Sample Number: SBSS 16.1 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone:(910) ON-9114 Fax: (910)686-9666 Tested By: EG D7-1 0 % Fines Fine Silt Clay 99.7 0.2 Soil Description Light Gray (10YR 7/1), Poorly Graded SAND Atterber%Limits PL= LL= PI= Coefficients D90= 0.2367 D85= 0.2302 D80= 0.2049 D50= 0.1960 D30= 0.1772 D15= 0.1579 D10= 0.1485 Cu= 1.38 Cc= 1.03 Classification LISCS= SP AASHTO= Remarks F.M =0.90 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 F Checked By: KEL Date: 7/20/ 18 Particle Size Distribution Report %+3„ % Gravel % S Coarse Fine Coarse Medium 0.0 0.0 0.0 _ 0.0 0.2 SIEVE SIZE PERCENT SPEC.` PASS? FINER PERCENT (X=NO) 3/4 100.0 518 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 410 100.0 #14 100.0 #18 100.0 #25 100.0 #35 99.9 #45 99.6 #60 92.1 #80 33.1 9120 3.1 #170 0.5 #200 0.2 #230 0.2 tno specmcaoon proviaca) Source of Sample: SBSS 16 Sample Number: SBSS 16.2 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 26406 Phone:(910)686-9114 Fan'(910)686-9666 0 10 20 30 40 5o 60 70 80 90 100 % Fines Fine Silt Clay 99.6 02 Soil Description Light Gray (10YR 7/1), Poorly Gradcd SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2458 D85= 0.2374 DB0= 0.2074 D50= 0.1973 D30- 0.1765 D15= 0.1557 D10= 0.1461 Cu= 1.42 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M.=0.91 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Date: 7/20/ 18 Tested By: EG D7-2 Checked By:KEL 1 Particle Size Distribution Report .. 10 20 ....-------..... 30 _... ....._-_ _.-40 50 _60 70 80 90 100 I� 0.01 0.001 %+3„ %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Sift Clay 0.0 0.0 0.1 0.0 0.1 99.7 0.1 SIEVE SIZE PERCENT SPEC.* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.9 #4 99.9 #5 99.9 #7 99.9 #10 99.9 #14 99.9 #18 99.9 #25 99.9 #35 99.8 045 99.7 #60 96.2 #80 39.0 4120 4.3 #170 0.7 #200 0.1 #230 0.1 tno specincanon proviueu) Source of Sample: SBSS 16 Sample Number: SfISS 16.3 rECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 Tested By: EG D7-3 Soil Description Light Gray (10YR 7/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2378 D85= 0.2301 DB0= 0.2013 D50= 0.1913 D30= 0.1699 D15= 0.1491 D10= 0.1399 Cu= 1.44 Cc= 1.03 Classification USCS= SP AASHTO= Remarks F.M =0.87 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/20/ 18 100 se 80 70 60 50 40 30 20 10 0 Particle Size Distribution Report 0 10 20 30 40 50 60 70 80 90 100 ummom OILC - ❑ ol. % +3" % Gravel % Sand % Fines Coarse Fine Coarse_ Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.0 99.2 0.8 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100o 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 100.0 #I8 100.0 #25 100.0 #35 100.0 #45 100.0 #60 96.3 #80 49.1 #120 5.1 #170 1.0 #200 0.8 #230 0.8 pw spcaucaumi 111uvw.u/ Source of Sample: SBSS 16 Sample Number: SBSS 16.4 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington,on, NC 28409 - - Phone: (910) 686-9114 MONNFax: (910) 686-9666 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2345 D85= 0.2254 D60= 0.1921 D50= 0.1810 D30= 0.1590 D15= 0.1409 D10= 0.1337 CU= 1.44 Cc= 0.98 Classification LISCS= SP AASHTO= Remarks F.M.=0.79 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Date: 7/20/18 Tested By: EG Checked By:KEL D7-4 1 F-� Particle Size Distribution Report %+3" %Gravel %Sand %Fines coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.1 2.3_ 96.7 0.9 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 518 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 99.9 #10 99.9 #14 99.9 #19 99.8 #25 99.5 #35 98.9 #45 96.4 #60 87.1 980 43.8 #120 5.0 #170 1.1 9200 0.9 #230 0.9 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 Fax: (910)688-9888 Tested By: EG U7-5 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2601 D85= 0.2442 DBO= 0.2007 D50= 0.1877 D$0= 0.1629 D15= 0.1429 D10= 0.1350 Cp= 1.49 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M =0.85 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Checked By: KEL Date: 7/20/18 100 90 80 70 60 50 40 30 20 10 Particle Size Distribution Report O Y O xxA A A A A A A 0 \ 10 20 30 40 50 60 70 80 90 \ 100 100 10 1 0.1 0.01 0.001 X +8" % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 1.8 97.1 1.1 SIEVE PERCENT SPEC.* PASS? SIZE FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 103.5 100.0 a4 100.0 a5 100.0 a7 100.0 a10 100.0 a14 99.9 a18 99.8 a25 99.6 a35 99.1 a45 96.9 a60 89,7 a80 60.5 a 120 7.0 a 170 1.5 a200 1.1 9230 1.0 (no specnmanon provlaeu/ Source of Sample: SBSS 16 Sample Number: SBSS 16.6 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910)686-9666 Tested By: EG D7-6 Soil Description Gray (IOYR 5/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2520 D85= 0.2296 D60= 0.1794 D50= 0.1681 D30= 0.1489 D15= 0.1345 D10= 0.1289 Cu= 1.39 Cc= 0.96 Classification USCS= SP AASHTO= Remarks F.M =0.74 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/20/18 w Z LL r z Particle Size Distribution Report V Rf111Y JILC - 111111. %•3" %Grswl %Sand %Fines Coarse Fine Coarse Medium Fine Siff Clay 0.0 0.0 0.0 0.0 1.7 97.3 1.0 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 H3.5 100.0 04 100.0 85 100.0 a7 100.0 #to 100.0 914 99.9 918 99.8 425 99.6 435 99.0 #45 96.9 #60 91.3 #80 68.8 8120 T4 9170 ).8 #200 1.0 9230 0.8 (no specuteation provtaea) Source of Sample: SBSS 16 Sample Number: SBSS 16.7 ECS SOUTHEAST, LLP 6714 Netherlands 0 Wilmington, NC 2848405 Phone: (910) 686-9114 I^mmmi Fan:(910)686-9666 Tested By: EG U7-7 0 Soil Description Gray (IOYR 6/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2385 D85= 0.2125 D80= 0.1703 D50= 0.1612 D30= 0.1452 D15= 0.1328 D10= 0.1280 Cu= 1.33 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M =0.70 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/20/18 t Particle Size Distribution Report 0 %+3.. %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Slit Clay 0.0 0.0 0.1 0.1 1.7 97.1 1.0 SIEVE SIZE PERCENT SPEC." PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 IooD 7116 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.9 #7 99.8 #10 99.8 # 14 99.8 #18 99.7 #25 99.5 #35 98.9 #45 96.6 #60 90.7 #80 70.5 #120 9.9 #170 2.1 #200 1.0 #230 0.9 (no specification provided) Source of Sample: SBSS 16 Sample Number: S13SS 163ROUGH ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, ND 28405 Phone: (910) 686-9114 Fax: (910) 686-9666 Soil Description Gray (1 OYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2423 D85= 0.2110 DBO= 0.1683 D50= 0.1592 D30= 0.1431 D15= 0.1305 D10= 0.1252 Cu= 1.34 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M =0.68 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Date: 7/20/ 18 Tested By: EG Checked By: KEL D7-8 1 4M Particle Size Distribution Report %+a„ 1 Gravel %Santl % Fines Coarse Fine Coarse Medium Fine Slit Clay _0.0 0.0 0.10.1 2.6 95.8 1.4 SIEVE PERCENT SPEC.` PASS? SIZE FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.8 #7 99.8 #10 99.8 #14 99.7 #18 99.5 #25 99.1 #35 98.1 #45 95.5, #60 89.8 #80 69.1 # 120 8.0 #170 2.4 #200 1.4 #230 1.2 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.CREST IrECS SOUTHEAST, LLP 8714 Netherlands Drive Wilmington, NC 28406 Phone: (910) 686-9114 Fax: (910) 6885666 Tested By: EG D7-9 It Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2519 D85= 0.2151 D80= 0.1698 D50= 0.1607 D30= 0.1447 D15= 0.1323 D10= 0.1273 Cu= 1.33 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M.=0.72 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Checked By: KEL Date: 7/20/ 18 m m m z J 100 90 80 70 Y z 60 i z 50 L Y L 40 1 30 20 10 0 Particle Size Distribution Report %+3.1 "A Coarse Sand Fine .Coarse Medium 0.0 0.1 3.5 SIEVE SIZE PERCENT SPEC* PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7116 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 99.9 #14 99.8 #18 99.6 #25 99.0 #35 97.6 #45 94.1 #60 87.1 #80 69.5 # 120 9.8 4170 2.6 #200 1.3 #230 1.0 tnu spcaucauun pruviucu) Source of Sample: SBSS 16 Sample Number: SBSS 16.106 ECS SOUTHEAST, LLP W6714 Netherlands 8405 Wilmington, NC 2 - -- - Phone: (910)68688-9114-9114 Fax: (910) 686-9666 Tested By: EG D7-10 0 10 20 30 40 50 60 70 80 90 100 r mes Fine Silt Clay 95.1 1.3 Soil Description Gray (IOYR 511), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.2885 D85= 0.2261 D60= 0.1689 D50= 0.1596 D30= 0.1433 D15= 0.1305 D10= 0.1252 Cu= 1.35 Cc= 0.97 Classification USCS= SP AASHTO= Remarks F.M.=0.72 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Date: 7/20/18 Checked By: KEL X W Z LL Z Z w U w W EL I Particle Size Distribution Report wmmill ai&m - nnn. %+3„ %Gravel %Sand % Fines Coarse Fine Coarse Medium Fine SIR Clay 0.0 0.0 0.6 0.3 2.0 95.9 1.2 _ SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (%=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 99.4 #4 99.4 #5 99.2 #7 99.1 #10 99.1 #14 98.9 #18 98.7 #25 98.3 935 97.6 #45 96.1 #60 92.7 #80 75.0 #120 9.4 #170 2.3 #200 1.2 #230 1.1 tn0 spocumauun pruvrucu/ Source of Sample: SBSS 16 Sample Number: SBSS 16.109.5 ECS SOUTHEAST, LLP 8714 Netherlands Drive Wilmington, NC 28405 Phone: (910( 686-9114 Fax: 1910)686-9686 Tested By: EG D7-1 1 Soil Description Gray (1 OYR 5/1), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.2168 DSS= 0.1977 D80= 0.1648 D50= 0.1567 D30= 0.1421 D15= 0.1304 D10= 0.1256 Cu= 1.31 Cc= 0.98 Classification USCS= SP AASHTO= Remarks F.M =0.69 Client: Moffatt&Nichol Project: Sunset Beach Shoreline Management Checked By: KEL 0 Date: 7/20/18 90 80 70 60 50 40 30 20 10 Particle Size Distribution Report 0.1 GRAIN SIZE - Tim 10 20 30 m 40 A O m Z 50 O O D 60 U) IT 70 80 90 100 %13„ %Gravel _ _ %Sand %Fines Coarse Fine Coarse Medium Fine silt Clay 0.0 0.0 0.5 0.1 0.4 97.1 1.9 SIEVE PERCENT SPEC.' PASS? SIZE FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5116 99.9 #3.5 99.7 #4 99.5 #5 99.5 #7 99.4 #10 99.4 414 99.3 918 99.2 #25 99.1 #35 99.0 #45 98.9 #60 98.3 #80 92.8 #120 153 #170 4.1 #200 1.9 #230 L4 _Soil_ Description Gray (10YR 511), Poorly Graded SAND Atterberg Limits PL= LL= P1= Coefficients D90= 0.1766 D85= 0.1715 D60= 0.1533 D50= 0.1473 D30= 0.1353 D15= 0,1242 D10= 0.1104 Cu= 1.39 Cc= 1.08 Classification USCS= SP AASHTO= Remarks F.M.=0.50 (no speciticanon provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.113 ECS SOUTHEAST, LLP Client: Moffatt & Nichol 6714 Netherlands Drive Project: Sunset Beach Shoreline Management Wilmington, NC 28405 Phone: 1910) 686-9114 Fax: (910) 686-9666 Project No: 25777 Tested By: EG Checked By: KEL D7-12 Date: 7/20/ 18 1 X W Z LL Particle Size Distribution Report 0 I bRAIIV JILC - 111111. %+3" %Gravel _ %Send %Fines Coarse Fine Coarse Medium Fine Slit Clay 0.0 0.0 0.1 0.1 0.1 95.2 4.5 SIEVE SIZE PERCENT SPEC.' PASS? FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 99.9 #5 99.8 #7 99.8 #10 99.8 #14 99.8 #18 99.8 #25 99.8 435 99.8 #45 99.6 #60 98.5 980 92.3 #120 29.0 #170 8.6 #200 4.5 #230 3.1 (no specification provided) Source of Sample: SBSS 16 Sample Number: SBSS 16.116.5 ECS SOUTHEAST, LLP 6714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 a Fax: (910) 686-9668 Soil Description Grayish Brown (10YR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.1765 D85= 0.1703 D60= 0.1485 D50= 0.1412 D30= 0.1259 D15= 0.1079 D10= 0.0949 Cu= 1.56 Cc= 1.12 Classification USCS= SP AASHTO= Remarks F.M =0.39 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Project No: 25777 Tested By: EG Checked By: KEL D7-13 Date: 7/20/ 18 100 90 80 70 60 50 40 30 20 10 0 Particle Size Distribution Report % +3„ % Gravel % Sand _ _ % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 0.0 0.0 0.4 95.3 4.3 SIEVE PERCENT SPEC." PASS? SIZE FINER PERCENT (X=NO) 3/4 100.0 5/8 100.0 7/16 100.0 5/16 100.0 #3.5 100.0 #4 100.0 #5 100.0 #7 100.0 #10 100.0 #14 99.9 #18 99.9 #25 99.9 #35 99.8 #45 99.3 #60 96.4 #80 83.0 0120 22.6 4170 7.5 #200 4.3 #230 3.1 (no specification orovided) Source of Sample: SBSS 16 Sample Number: SBSS 16.120 ECS SOUTHEAST, LLP 8714 Netherlands Drive Wilmington, NC 28405 Phone: (910) 686-9114 _ Fax: (910) 686-9666 0 Soil Description Grayish Brown (10YR 5/2), Poorly Graded SAND Atterberg Limits PL= LL= PI= Coefficients D90= 0.1939 D85= 0.1832 D80= 0.1558 D50= 0.1477 D30= 0.1318 D15= 0.1154 D10= 0.1037 Cu= 1.50 Cr= 1.08 Classification USCS= SP AASHTO= Remarks F.M =0.50 Client: Moffatt & Nichol Project: Sunset Beach Shoreline Management Proiect No: 25777 Checked By: KEL Date: 7/20/ 18 Tested By: EG D7-14 CALCITE COMPOSITE ECS Southeast, LLP 671Netherlands Drive Wilmington, NC 115 68 Standard Test Method for Rapid Determination Phone: (910) 686-91-911a of Carbonate Content of Soils Fax: (910) 686-9666 �^ ASTM D 4373 v .ec limited.com PROJECT NAME: Sunset Beach Shoreline Management PROJECT NUMBER: 25777 PROJECT MANAGER: K. Leimer DATE: 7/20/2018 SAMPLE LOCATION: SBSS 0 Composite SAMPLE DATE: SAMPLE DESCRIPTION: Composite Sample (Light Gray to Gray to Grayish Brown, Poorly Graded SAND) TEST DATA Sample Size Gauge Readinq Correction Corrected Calcite Sample (g) (psi) Factor Reading Equivalent SBSS 0 499 0.75 5.00 0.15 2% Composite 10 9 8 N 7 a 6 w 5 m m a` 4 N O 3 U 2 1 0 0% Tested By: KEL Calcite Equivalent y = 8 8893x + 0.2095 20% 40% 60% 80% 100% Mass CaCO3 (g) Reviewed By: KJS B8-1 ECS Southeast, LLP 67 Netherlands Dove Wilmington, NC 28405 68 Standard Test Method for Rapid Determination Phone: (910) 686-9114-911a of Carbonate Content of Soils Fax: (910) 686-9666 ASTM D 4373 w .ecslimited.com PROJECT NAME: Sunset Beach Shoreline Management PROJECT NUMBER: 25777 PROJECT MANAGER: K. Leimer DATE: 7/20/2018 SAMPLE LOCATION: SBSS 4 Composite SAMPLE DATE: SAMPLE DESCRIPTION: Composite Sample (Light Gray to Gray to Grayish Brown, Poorly Graded SAND) TEST DATA Sample Size Gauge Reading Correction Corrected Calcite Sample (g) (psi) Factor Reading Equivalent SBSS 4 5.01 1.00 5.00 0.20 2% Composite Tested By: KEL Calcite Equivalent y = 8.8893x + 0.2095 Reviewed By: KJS o� B8-2 1 ECS Southeast, LLP 67NetherlandsDrive LCQ Wilmington, NC 2840505 Standard Test Method for Rapid Determination Phone: (970) 686-9114 of Carbonate Content of Soils Fax: (910) 686-9666 ASTM D 4373 w ecslimited.Com PROJECT NAME: Sunset Beach Shoreline Management PROJECT NUMBER: 25777 PROJECT MANAGER: K. Leimer DATE: 7/20/2018 SAMPLE LOCATION: SBSS 8 Composite SAMPLE DATE: SAMPLE DESCRIPTION: Composite Sample (Light Gray to Gray to Grayish Brown, Poorly Graded SAND) TEST DATA Sample Size Gauge Readina Correction Corrected Calcite Sample (g) (psi) Factor Reading Equivalent SBSS 8 5.00 0.90 5.00 0.18 2% Composite 10 9 8 N 7 a 6 w 5 N N o` 4 N O 3 U 2 1 0 0% Tested By: KEL Calcite Equivalent y = 8.8893x + 0.2095 20% 40% 60% 80% 100% Mass CaCO3 (g) Reviewed By: KJS B8-3 ECS Southeast, LLP 6714 Netherlands Drive Wilmington, NC 28405 Standard Test Method for Rapid Determination Phone: (910) 686-9114 of Carbonate Content of Soils Fax: (910) 686-9666 ®� ASTM D 4373 v .ecslimited.com PROJECT NAME: Sunset Beach Shoreline Management PROJECT NUMBER: 25777 PROJECT MANAGER: K. Leimer DATE: 7/20/2018 SAMPLE LOCATION: SBSS 12 Composite SAMPLE DATE: SAMPLE DESCRIPTION: Composite Sample (Light Gray to Gray to Grayish Brown, Poorly Graded SAND) TEST DATA Sample Size Gauge Reading Correction Corrected Calcite Sample (g) (psi) Factor Reading Equivalent SBSS 12 4.99 0.85 5.00 0.17 29/. Composite Tested By: KEL Calcite Equivalent y = 8.8893x + 0.2095 Reviewed By: KJS B8-4 monommmmimm ECS Southeast, LLP 6714 Nethedands Drive Wilmington, NC 28405 Standard Test Method for Rapid Determination Phone: (910) 686-9114 of Carbonate Content of Soils Fax: (910) 686-9666 ASTM D 4373 w .ecslimited.com PROJECT NAME: Sunset Beach Shoreline Management PROJECT NUMBER: 25777 PROJECT MANAGER: K. Leimer DATE: 7/20/2018 SAMPLE LOCATION: SBSS 16 Composite SAMPLE DATE: SAMPLE DESCRIPTION: Composite Sample (Light Gray to Gray to Grayish Brown, Poorly Graded SAND) TEST DATA Sample Size Gauge Reading Correction Corrected Calcite Sample (g) (psi) Factor Reading Equivalent SSSS 16 500 0.80 5.00 0.16 72-/. Composite 10 9 8 7 N a 6 y 5 N N a` 4 N O 3 U 2 1 0 0% Tested By: KEL Calcite Equivalent y = 8.8893x + 0.2095 20% 40% 60% 80% 100% Mass CaCO3 (g) Reviewed By: KJS B8-5 August 28, 2017 NC SPBO Executive Summary Piping Plover and Red Knot 1) All sand placement activities will be completed between 16 November and 30 April; thereby avoiding the majority of the piping plover breeding season, a portion of the piping plover migration period, and the peak red knot migration period in NC. 2) As a means of minimizing the extent and/or duration of adverse effects on habitats and benthic prey resources, all material placed on the beach and in associated dune systems will consist of beach compatible sediment. Beach compatible material will consist of sediments that are similar in composition, grain size distribution, and color to the native sediments of the recipient beaches. 3) Construction staging areas and pipeline routes will be located to avoid high -value inlet complex habitats for piping plovers and red knots to the maximum extent practicable. 4) Temporary storage areas for construction equipment and pipelines will be located off the beach to the maximum extent practicable. Sea Turtles 1) All sand placement activities will be completed between 16 November and 30 April; thereby avoiding the sea turtle nesting and hatching season in NC. 2) All material placed on the beach and in associated dune systems will consist of beach compatible sediment that is suitable for sea turtle nesting. Beach compatible material will consist of sediments that are similar in composition, grain size distribution, and color to the native sediments of the recipient beaches. 3) Immediately after construction and to the maximum extent practicable prior to 1 May, surveys for escarpments will be conducted within the limits of construction areas. Identified escarpments that that may interfere with sea turtle nesting (>18 inches in height and > 100 ft in length) will be leveled to the natural beach profile. If it is determined that escarpment leveling is required during the nesting season, leveling activities would be coordinated with the USFWS or NCWRC. 4) Immediately after construction and to the maximum extent practicable prior to 1 May, the limits of construction areas will be evaluated for compaction in coordination with the USFWS and NCWRC. If it is determined that tilling is required for sea turtle nesting habitat suitability, the construction areas will be tilled to a depth of 36 inches. All tilling activity shall be completed prior to 1 May to the maximum extent practicable. In the case of projects that run until the 30 April nesting window cutoff, any tilling activities required after 1 May would be coordinated with the USFWS or NCWRC. 5) Post -construction monitoring of sea turtle nesting activities will be conducted in sand placement areas to assess effects on nesting. Monitoring will include daily surveys from 1 May until 15 September. Nesting data will be included in annual monitoring reports to be provided to the NCWRC. August 28, 2017 NC SPBO Executive Summary Seabeach Amaranth 1) All sand placement activities will be completed between 16 November and 30 April; thereby avoiding the majority of the seabeach amaranth growing season in NC. August 28, 2017 NC SPBO Executive Summary REASONABLE AND PRUDENT MEASURES for: B. Projects that are navigation maintenance dredging with beach placement shall include the following measures: Historically, sand placement events associated with navigation maintenance dredging projects have no local sponsor, are smaller -scaled, conducted at closer time intervals, and the sand often does not remain on the beach for an extended period of time. Post -construction requirements are listed in Reasonable and Prudent Measures B.11, B.12, 13.13, B.15, and B.16. These post -construction requirements maybe subject to congressional authorization and the allocation of funds. If the Corps or Permittee cannot fulfill these Terms and Conditions, the Corps must reinitiate consultation. B.I. Conservation Measures included in the Corps' PBA that address protection of piping plovers, red knots, nesting sea turtles, and seabeach amaranth shall be implemented in the Corps' federally authorized project or regulated activity. B.2. The Corps will notify the Service of the commencement of projects that utilize this SPBO for the purposes of tracking incidental take of all species. B.3. For the life of the project, all sand placement activities above MHW must be conducted within the winter work window (November 16 to April 30). 13.4. Prior to sand placement, all derelict material, large amounts of rock, or other debris must be removed from the beach to the maximum extent possible. ULM August 28, 2017 NC SPBO Executive Summary B.S. During construction, trash and food items shall be disposed of properly either in predator -proof receptacles, or in receptacles that are emptied each night to minimize the potential for attracting predators of piping plovers, red knots, and sea turtles. B.6. Pipeline placement must be coordinated with NCDCM, the Corps, the Service, and the NCWRC. B.7. Access points for construction vehicles should be as close to the project site as possible. Construction vehicle travel down the beach should be limited to the maximum extent possible. B.B. Beach quality sand suitable for sea turtle nesting, successful incubation, and hatchling emergence shall be used for sand placement. B.9. A meeting between representatives of the Corps, Service, NCWRC, and NCDCM shall be held prior to the commencement of work on this project. B.10. During dredging operations, material placed on the beach shall be inspected daily to ensure compatibility. If the inspection process finds that non -beach compatible material, including large amounts of shell or rock, is or has been placed on the beach, all work shall stop immediately and the NCDCM and the Corps will be notified by the permittee and/or its contractors to determine the appropriate plan of action. B.11. For navigation projects with placement of at least 200,000 cubic yards of sand on the beach, sea turtle nesting surveys must be conducted within the project area between May 1 and November 15 of each year, for at least two consecutive nesting seasons after completion, if the sand remains on the beach. Acquisition of readily available sea turtle nesting data from qualified sources (volunteer organization, other agencies, etc.) is acceptable. B.12. Sand compaction shall be monitored and tilling shall be conducted if needed to reduce the likelihood of impacting sea turtle nesting and hatching activities. B.13. Escarpment formation shall be monitored and leveling shall be conducted if needed to reduce the likelihood of impacting nesting and hatchling sea turtles. B.14. Construction equipment and materials shall be stored in a manner that will minimize impacts to piping plovers, red knots, and nesting shorebirds. B.15. A report describing the actions taken shall be submitted to the Service work for each year when the activity has occurred. 17 August 28, 2017 NC SPBO Executive Summary B.16. The Corps Civil Works Program shall continue its annual seabeach amaranth monitoring program. TERMS AND CONDITIONS for: B. Projects that are navigation maintenance dredging with beach placement, or Corps civil works project shall include the following measures: Historically, sand placement events associated with navigation maintenance dredging projects have no local sponsor, are smaller -scaled, conducted at closer time intervals, and the sand often does not remain on the beach for an extended period of time. All conservation measures described in the Corps' Programmatic Biological Assessment are hereby incorporated by reference as Terms and Conditions within this document pursuant to 50 CFR §402.14(I) with the addition of the following Terms and Conditions. In order to be exempt from the prohibitions of section 9 of the Act, the Corps shall comply with the following Terms and Conditions, which implement the Reasonable and Prudent Measures, described above and outline reporting/monitoring requirements. These terms and conditions are non -discretionary. Post -construction requirements are listed in Terms and Conditions B.11, B.12, B.13, B.15, B.16, B.17, B.18, and B.19. These post -construction requirements maybe subject to congressional authorization and the allocation of funds. If the Corps or Permittee cannot fulfill these Terms and Conditions, the Corps must reinitiate consultation. B.I. Conservation Measures included in the Corps' PBA that address protection of nesting sea turtles, piping plover, red knot, and seabeach amaranth listed on pages 10-11 of the SPBO shall be implemented in the Corps federally authorized project or regulated activity. B.2. The Corps or the Permittee must provide the following information to the Service at least 10 business days prior to the commencement of work: a) Project location (include latitude and longitude coordinates, as well as mile markers, cross streets, or street addresses if available); b) Project description (including linear feet of beach, actual fill template, access points, and borrow areas); c) Anticipated date of commencement and anticipated duration of construction B.3. For the life of the permit/project, all sand placement activities above MHW must be conducted within the winter work window (November 16 to April 30), unless allowed after additional consultation with the Service. M August 28, 2017 NC SPBO Executive Summary B.4. Prior to sand placement, all derelict material, large amounts of rock, or other debris must be removed from the beach to the maximum extent possible. If debris removal activities take place during shorebird breeding season (April 1— August 31), the work shall be conducted during daylight hours only. B.S. During construction, trash and food items shall be disposed of properly either in predator -proof receptacles, or in receptacles that are emptied each night to minimize the potential for attracting predators of piping plovers, red knots, and sea turtles. B.6. Pipeline placement must be coordinated with NCDCM, the Corps, the Service, and the NCWRC. B.7. Access points for construction vehicles should be as close to the project site as possible. Construction vehicle travel down the beach should be limited to the maximum extent possible. B.B. Only beach compatible fill shall be placed on the beach or in any associated dune system. Beach compatible fill must be sand that is similar to a native beach in the vicinity of the site that has not been affected by prior sand placement activity. Beach compatible fill must be sand comprised solely of natural sediment and shell material, containing no construction debris, toxic material, large amounts of rock, or other foreign matter. The beach compatible fill must be similar in both color and grain size distribution (sand grain frequency, mean and median grain size and sorting coefficient) to the native material in the Action Area. Beach compatible fill is material that maintains the general character and functionality of the material occurring on the beach and in the adjacent dune and coastal system. In general, fill material that meets the requirements of the most recent version of the North Carolina Technical Standards for Beach Fill (15A NCAC 07H .0312) is considered compatible. B.9. The Service must be invited to any pre -construction meetings held prior to the commencement of work. Advance notice (of at least 5 business days) must be provided prior to conducting this meeting. The meeting will provide an opportunity for explanation and/or clarification of the Conservation Measures and Terms and Conditions, and will include the following: a) Staging locations, storing equipment including fuel stations; b) Coordination with the surveyors on required species surveys; c) Pipeline placement (between 5 to 10 feet from dune); d) Minimizing driving; e) Follow up coordination during construction and post construction; f) Direction of the project including progression of sand placement along the beach; g) Plans for compaction monitoring; 19 August 28, 2017 NC SPBO Executive Summary h) Plans for escarpment surveys; and i) Names and qualifications of personnel involved in any required surveys. B.10. During dredging operations, material placed on the beach shall be inspected daily to ensure compatibility. If the inspection process finds that non -beach compatible material, including large amounts of shell or rock exceeding the state sediment criteria (15A NCAC 07H .0312), is or has been placed on the beach, all work shall stop immediately, and the NCDCM and the Corps will be notified by the permittee and/or its contractors to determine the appropriate plan of action. B.l 1. For navigation projects with placement of at least 200,000 cubic yards of sand on the beach, sea turtle nesting surveys must be conducted within the project area between May 1 and November 15 of each year, for at least two consecutive nesting seasons after completion of sand placement (2 years post -construction monitoring). Acquisition of readily available sea turtle nesting data from qualified sources (volunteer organizations, other agencies, etc.) is acceptable. Data collected for each nest should include, at a minimum, the information in the table, below. This information will be provided to the Raleigh Field Office in the annual report, and will be used to periodically assess the cumulative effects of these projects on sea turtle nesting and hatchling production and monitor suitability of post construction beaches for nesting. Please see REPORTING REQUIREMENTS, below. Parameter Measurement Variable Number of Visual Number/location of false crawls in nourished areas; any False Assessment of interaction of turtles with obstructions, such as sand bags or Crawls all false crawls scarps, should be noted. False Categorization Number in each of the following categories: Crawl Type of the stage at a) Emergence - no digging; which nesting b) Preliminary body pit; was abandoned c) Abandoned egg chamber. Nests Number The number of sea turtle nests in nourished areas should be noted. If possible, the location of all sea turtle nests should be marked on a project map, and approximate distance to scarps or sandbags measured in meters. Any abnormal cavity morphologies should be reported as well as whether turtle touched sandbags or scarps during nest excavation. Nests Lost Nests The number of nests lost to inundation or erosion or the number with lost markers. 20 August 28, 2017 NC SPBO Executive Summary Nests Relocated nests The number of nests relocated and a map of the relocation area(s). The number of successfully hatched eggs per relocated nest. Lighting Disoriented sea The number of disoriented hatchlings and adults. Impacts turtles B.12. Sand compaction must be qualitatively evaluated at least twice after each sand placement event, once in the project area immediately after completion of any sand placement event and once after project completion between October 1 and May 1. Compaction monitoring and remediation are not required if the placed material no longer remains on the beach. Within 14 days of completion of sand placement and prior to any tilling (if needed), a field meeting shall be held with the Service, NCWRC, and the Corps to inspect the project area for compaction and determine whether tilling is needed. a) If tilling is needed for sand suitability, the area must be tilled to a depth of 36 inches. All tilling activities shall be completed prior to May 1 of any year. b) Tilling must occur landward of the wrack line and avoid all vegetated areas that are 3 square feet or greater, with a 3-foot buffer around all vegetation. c) If tilling occurs during the shorebird nesting season or seabeach amaranth growing season (after April 1), shorebird surveys and/or seabeach amaranth surveys are required prior to tilling. d) A summary of the compaction assessments and the actions taken shall be included in the annual report to NCDCM, the Corps, and the Service. ' e) These conditions will be evaluated and may be modified if necessary to address and identify sand compaction problems. B.13. Visual surveys for escarpments along the Action Area must be made immediately after completion of sand placement, and within 30 days prior to May 1, for two subsequent years after any construction or sand placement event. Escarpments that interfere with sea turtle nesting or that exceed 18 inches in height for a distance of 100 feet must be leveled and the beach profile must be reconfigured to minimize scarp formation by the dates listed above. Any escarpment removal must be reported by location. The Service must be contacted immediately if subsequent reformation of escarpments that interfere with sea turtle nesting or that exceed 18 inches in height for a distance of 100 feet occurs during the nesting and hatching season to determine the appropriate action to be taken. If it is determined that escarpment leveling is required during the nesting or hatching season, the Service or NCWRC will provide a brief written authorization within 30 days that describes methods to be used to reduce the likelihood of impacting existing nests. An annual summary of escarpment surveys and actions taken must be submitted to the Service. 21 August 28, 2017 NC SPBO Executive Summary B.14. Piping plover habitat (sandy unvegetated habitat along inlet shoulders) shall be avoided to the maximum extent practicable when staging equipment, establishing travel corridors, and aligning pipeline. B.15. A report describing the fate of observed sea turtle nests and hatchlings and any actions taken, must be submitted to the Service following completion of the proposed work for each year when a sand placement activity has occurred. Please see REPORTING REQUIREMENTS, below. B.16. The Corps' annual seabeach amaranth monitoring program shall continue in accordance with April 19, 1993 Biological Opinion for various U.S. Army Corps of Engineers' projects. B.17. The Corps should survey beach sand placement areas for at least five years following each placement event, to determine the status of the seabeach amaranth populations in the project areas and the effects that beach disposal has on this species. Surveys should be conducted in August or September so that the number of plants reaching reproductive age can be determined. B.18. Suitable habitat along shoreline reaches that have received sand within the previous five years should be surveyed for the occurrence of seabeach amaranth. Documentation for each seabeach amaranth plant should include location (using a handheld GPS unit), unique features, abnormalities, or other relevant information. If multiple plants are observed in an area, a single representative GPS point may be logged with accompanying notes describing total plants associated with that point. B.19. A Corps report describing the seabeach amaranth survey and results should be submitted to Service, the North Carolina Natural Heritage Program, and the North Carolina Plant Conservation Program, by December 31 of each year. The report should include a map showing locations of seabeach amaranth populations and the numbers of plants, with separate figures for those in flower or fruit, found in the sand placement areas. REPORTING REQUIREMENTS An annual report detailing the monitoring and survey data collected during the preceding year (required in the above Terms and Conditions) and summarizing all piping plover, red knot, shorebird, and sea turtle data must be provided to the Service's Raleigh Field Office by January 31 of each year for review and comment. In addition, any information or data related to a conservation measure or recommendation that is implemented should be included in the annual report. As in the past, the Corps should submit a separate annual monitoring report detailing seabeach amaranth monitoring and survey data for the preceding year. The contact for these reporting requirements is: 22 August 28, 2017 NC SPBO Executive Summary Pete Benjamin, Supervisor Raleigh Field Office U.S. Fish and Wildlife Service Post Office Box 33726 Raleigh, North Carolina 27636-3726 (919)856-4520 Upon locating a dead, injured, or sick individual of an endangered or threatened species, initial notification must be made to the Service's Law Enforcement Office below. Additional notification must be made to the Raleigh Ecological Services Field Office identified above and to the NCWRC at (252) 241-7367. Care should be taken in handling sick or injured individuals and in the preservation of specimens in the best possible state for later analysis of cause of death or injury. Jason Keith U.S. Fish and Wildlife Service 551-F Pylon Drive Raleigh, NC 27606 United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh Field Office q Post Office Box 33726 y9Rce o, e` Raleigh, North Carolina 27636-3726 GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE Precautionary Measures for Construction Activities in North Carolina Waters The West Indian manatee (Trichechus manatus), also known as the Florida manatee, is a Federally -listed endangered aquatic mammal protected under the Endangered Species Act of 1973, as amended (16 U.S.C. 1531 at seq.) and the Marine Mammal Protection Act of 1972, as amended (16 U.S.0 1461 at seq.). The manatee is also listed as endangered under the North Carolina Endangered Species Act of 1987 (Article 25 of Chapter 113 of the General Statutes). The U.S. Fish and Wildlife Service (Service) is the lead Federal agency responsible for the protection and recovery of the West Indian manatee under the provisions of the Endangered Species Act. Adult manatees average 10 feet long and weigh about 2,200 pounds, although some individuals have been recorded at lengths greater than 13 feet and weighing as much as 3,500 pounds. Manatees are commonly found in fresh, brackish, or marine water habitats, including shallow coastal bays, lagoons, estuaries, and inland rivers of varying salinity extremes. Manatees spend much of their time underwater or partly submerged, making them difficult to detect even in shallow water. While the manatee's principal stronghold in the United States is Florida, the species is considered a seasonal inhabitant of North Carolina with most occurrences reported from June through October. To protect manatees in North Carolina, the Service's Raleigh Field Office has prepared precautionary measures for general construction activities in waters used by the species. Implementation of these measure will allow in -water projects which do not require blasting to proceed without adverse impacts to manatees. In addition, inclusion of these guidelines as conservation measures in a Biological Assessment or Biological Evaluation, or as part of the determination of impacts on the manatee in an environmental document prepared pursuant to the National Environmental Policy Act, will expedite the Service's review of the document for the fulfillment of requirements under Section 7 of the Endangered Species Act. These measures include: 1. The project manager and/or contractor will inform all personnel associated with the project that manatees may be present in the project area, and the need to avoid any harm to these endangered mammals. The project manager will ensure that all construction personnel know the general appearance of the species and their habit of moving about completely or partially submerged in shallow water. All construction personnel will be informed that they are responsible for observing water -related activities for the presence of manatees. 2. The project manager and/or the contractor will advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act and the Endangered Species Act. 3. If a manatee is seen within 100 yards of the active construction and/or dredging operation or vessel movement, all appropriate precautions will be implemented to ensure protection of the manatee. These precautions will include the immediate shutdown of moving equipment if a manatee comes within 50 feet of the operational area of the equipment. Activities will not resume until the manatee has departed the project area on its own volition (i.e., it may not be herded or harassed from the area). 4. Any collision with and/or injury to a manatee will be reported immediately. The report must be made to the U.S. Fish and Wildlife Service (ph. 919.856.4520 ext. 16), the National Marine Fisheries Service (ph. 252.728.8762), and the North Carolina Wildlife Resources Commission (ph. 252.448.1546). 5. A sign will be posted in all vessels associated with the project where it is clearly visible to the vessel operator. The sign should state: CAUTION: The endangered manatee may occur in these waters during the warmer months, primarily from June through October. Idle speed is required if operating this vessel in shallow water during these months. All equipment must be shutdown if a manatee comes within 50 feet of the vessel or operating equipment. A collision with and/or injury to the manatee must be reported immediately to the U.S. Fish and Wildlife Service (919-856-4520 ext. 16), the National Marine Fisheries Service (252.728.8762), and the North Carolina Wildlife Resources Commission (252.448.1546). 6. The contractor will maintain a log detailing sightings, collisions, and/or injuries to manatees during project activities. Upon completion of the action, the project manager will prepare a report which summarizes all information on manatees encountered and submit the report to the Service's Raleigh Field Office. 7. All vessels associated with the construction project will operate at "no wake/idle' speeds at all times while in water where the draft of the vessel provides less than a four foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. 8. If siltation barriers must be placed in shallow water, these barriers will be: (a) made of material ih which manatees cannot become entangled; (b) secured in a manner that they cannot break free and entangle manatees; and, (c) regularly monitored to ensure that manatees have not become entangled. Barriers will be placed in a manner to allow manatees entry to or exit from essential habitat. Prepared by (rev. 06/2003):- U.S. Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, North Carolina 27636-3726 919/856-4520 Figure 1. The whole body of the West Indian manatee may be visible in clear water; but in the dark and muddy waters of coastal North Carolina, one normally sees only a small part of the head when the manatee raises its nose to breathe. AS Illustration used with the permission of the North Carolina State Museum of Natural Sciences. Source: Clark, M. K. 1987. Endangered, Threatened, and Rare Fauna of North Carolina: Part I. A re-evaluation of the mammals. Occasional Papers of the North Carolina Biological Survey 1987- 3. North Carolina State Museum of Natural Sciences. Raleigh, NC. pp. 52. UNITED STATES DEPARTMENT OF National Oceanic and Atmospheric Administration NATIONAL MARINE FISHERIES SERVICE Southeast Regional Office 263 13th Avenue South St. Petersburg, FL 33701 SEA TURTLE AND SMALLTOOTH SAWFISH CONSTRUCTION CONDITIONS The permittee shall comply with the following protected species construction conditions: a. The permittee shall instruct all personnel associated with the project of the potential presence of these species and the need to avoid collisions with sea turtles and smalltooth sawfish. All construction personnel are responsible for observing water -related activities for the presence of these species. b. The permittee shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing sea turtles or smalltooth sawfish, which are protected under the Endangered Species Act of 1973. c. Siltation barriers shall be made of material in which a sea turtle or smalltooth sawfish cannot become entangled, be properly secured, and be regularly monitored to avoid protected species entrapment. Barriers may not block sea turtle or smalltooth sawfish entry to or exit from designated critical habitat without prior agreement from the National Marine Fisheries Service's Protected Resources Division, St. Petersburg, Florida. d. All vessels associated with the construction project shall operate at "no wake/idle" speeds at all times while in the construction area and while in water depths where the draft of the vessel provides less than a four -foot clearance from the bottom. All vessels will preferentially follow deep -water routes (e.g., marked channels) whenever possible. e. If a sea turtle or smalltooth sawfish is seen within 100 yards of the active daily construction/dredging operation or vessel movement, all appropriate precautions shall be implemented to ensure its protection. These precautions shall include cessation of operation of any moving equipment closer than 50 feet of a sea turtle or smalltooth sawfish. Operation of any mechanical construction equipment shall cease immediately if a sea turtle or smalltooth sawfish is seen within a 50-11 radius of the equipment. Activities may not resume until the protected species has departed the project area of its own volition. f. Any collision with and/or injury to a sea turtle or smalltooth sawfish shall be reported immediately to the National Marine Fisheries Service's Protected Resources Division (727-824- 5312) and the local authorized sea turtle stranding/rescue organization. g. Any special construction conditions, required of your specific project, outside these general conditions, if applicable, will be addressed in the primary consultation. Revised: March 23, 2006 O:\forms\Sea Turtle and Smalltooth Sawfish Construction Conditions.doc North Carolina Department of Natural and Cultural Resources State Historic Preservation Office Ramona At. Banos, Administrator Governor Roy Cooper Secretary Susi IL Ifarvilton October 3, 2017 Rebeckah Hollowell Moffatt & Nichol 272 N. Front Street, Suite 204 Wilmington, NC 28401 rhollowell@moffattnichol.com Office of Archives and I lisrory Deputy Secretary Kevin Cherry Re: Town of Sunset Beach Anks Creek Channel Dredging Project, Brunswick County, ER 17-1757 Dear Ms. Hollowell: Thank you for your letter of September 12, 2017, concerning the above project. We have conducted a review of the project and are aware of no historic resources which would be affected by the project. Therefore, we have no comment on the project as proposed. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, please contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or renee.gledhill-earley@ncdcr.gov. In all future communication concerning this project, please cite the above -referenced tracking number. Sincerely, �y4m_(�Qsw 1 i�amona Laeatiom 109 Last Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mad Service Center, Raleigh NC 276994617 Telephone/Psa: (919) 807-6570/807-6599 Iv .. 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JUIy 2015 PSN 7530-02-D00-9053 ❑ Priority Mail Express® ❑ Registered MSIITM pMctetl ONNery ❑ Iatered Mail ResMc De iMed OelHery ❑M.h Receipt for ResMcted Delivery ❑ Signature Confirmation ❑ Signature Gonfirmaton Msd Delivery ery Rasttic[etl Delivery Domestic Return Recall U.S. Postal Service'" r1TIFIED MAIL® RECEIPT , Domestic Mail Only For delivery - Information, Visit our Website at www.uspb.com". 263CA041 $6.45 Daft fzuzu MOTEL EQUIPMENT LEASING CO 2133 SUTTON SPRINGS RD CHARLOTTE, NC 28226 PS Form 3811, July 2015 PSN 7530 02 000-9053 113. Postal Service" CERTIFIED MAIL® RECEIPT " Domestic Mail Only .For delivery information, visit our wobsite at www. usocoonl s 'L✓:$3.5ilviPlL P5 " re e"nose a ees a.w e.k.ar� �❑R.we, w.wPi m.a.,wv + ❑R.emRU.Iptta.oTWD f ❑o,rsnen Mai Restricted oellwy f tR. flit 7 prouts�.nre RsOnoO pMulr eWture wmkM o.t..y i r P«e■° ffj.55 3 . 263CA031 SORREL)f6i+IlYLAIITED u ' PARTNERSHIP 512 MEADOWSWEET LANE wAxHA W, NC 28173 orm u y 5 PSN 7530-02.000-9053 0470 11 Isbebnedt Here SECTION ON DELIVERY U.S. Postal Service a TIFIED MAIL® RECEIPT ■ Domestic Mail Only ■ - For delivery information, visit our website at www.usps.com'. Oed `D Mall Fas $3.55 $ lRea different from Rem 1? ITYM delivery address below: ❑No M1 Sernces sect r. 11OKrJaM1e a W ; ❑PaEma...iplm.rC=.Pn f t o O ❑worn Receior eiectmnkl ❑c.er,.d maia«,nmw nelvep' t tninin o O pnan skwm pnaal spn.rai. w.vkrd o.n.s f p°"1Qe $0.55 C3 _1 t 263CA021 ❑ Pdonty Mail Express® a SEYCHftL`�S LLP ❑ Regetered MaiITO t Hasa Delivery ❑ pea,a� Mall Resolved I t 144 MUWIELD DR Iced Delivery ❑ Return Reoelpt for r3 f WINSTON SALEM, NC 27104 Merchandisse M1 Restricted Delivery O Signure(Ervniill ❑ Signature Confinmation did Delivery Restdaed Delivery 0470 11 post." Here Domestic Return Receipt PS Form 3811, July 2015 PSN 7530•02-000-9053 "CV ON DELIVERY ,. Postal Service" CERTIFIED MAIL® RECEIPT ■ - I Domestic Mail Only ■ •s ' For delivery information, visit our website at www.usPs.com 4f� / C3pwernweep ❑wwaR.o+rttvdo.vA s t I- PO~ G pksaerW par■.a fret lurnoe.a o.Wwy t LII-II(1 HIM C3 pAAaeb�a.awabd i 4—ta.xTnf� ❑,tautawr.ewrkta o+..r t °3 C3 Poelip $0.55 08/13 07 263CA03 �q$�� C RegiPdorty Mall ExpressA D Rag'a Mall a ad SELISI MARK R ET ❑ R iateratl Mall RBstricted. Daa§ a y rruu 1525 GRAND WILLOW WAY •Ret ands selptfor 0 RALEIGH, NC 27614 ❑ SignalConfrtnatio" r- ❑ Signature Confima[ion Restricted Delivery tl PS Form 3811, July 2015 PSN 7530-02-000-9053 ^� ❑ Agent of Delivery ❑ Yea p No ❑ Pdoriry Mall FpressO 0 Registered Mailr" alrlaed Delivery Cl Re Mall Restill Delivery Noted Delivery ❑ Retum Reeeipt for Merchandise Restricted Delivery 0 Signature Cot irmagon` Signature ConfnnatIon. 3S,9 I� tined De it Reslrktad Dallvery ❑ Agent F. 18 2020 O Prbmy Melt Fxpreas® Delhrery ad Delivery ❑ Registered Mai- ❑ Reglst Mall Raetrlc D vary 0 M turn Reisept for iesnaed Delivery O Signature Confirmation C Signature confirmation lea Delwe Restricted Delivery.. Domestic Return Recall: Postal Servicem CERTIFIED o RECEIPT rU oomestic Mail Only r ,B0 , g■ S .per+ m carnnedMail FW $3.55 0470 -° 11 Ln iwa a1.et0u4.01ti rq ❑Ren.n P.OwwmQ.Imm O ❑Retwn R.cMWrw.bl t MssRs.ea.ra oar..y Floorpc.wea C3 Qaaat Bip..aeRNi.ed t—�— C3IWleli....MbWD*M 1 C3 C3 P $0.55 e 263CA03203 08/13/ 020 C3 YARBR(fiEJ&-FARR CONSTRUCTION CO N r : PO BOX 7057 OCEAN ISL BCH, NC 28469 PS Form 3811, July 2015 PS o- s r m m Ln DO C3 m m F3 Er, C3 O C3 N m M1 u PS Forth 3811, July 2015. PSN 7530-02-000-9053 ❑ Agent n Item 17 ❑ Yes below. ❑ No ❑ Priority Mail Express® ❑ Registered Mall^ Acted Delivery ❑ Re stered Mail Restrkte Deliery Red Delivery ❑ Retum Receipt for Merchandise lesMcted NH"ry ❑SlgnstureconfmienonTM ❑ Signature Confirmation. Ld Deff a Restricted Delivery u 13 drlcted Delivery ❑ ded Delivery Restricted Delivery Itetl Delivery -n Receipt Dostal Service" TIFIFn MO11 C1 RFCFIr -n .. - . N m r-1 Winfton Snlemt Nill,r U+ m C3 MailFw $3.55, -0 t I i f tre SeMcw we rrnec ,=r i r ey ❑Rewn rooaNOivucavA C3 ❑Iwnextlpt (abcamb) {�_ Poablr[k O OCNbeAW Rrtrlmre pNay S 1 II Nn. C3 ❑«s.ep.a.e Raq,tlne $ $0 00 C3 OMfaYer..RY.bYODMIi C3 ►a.l.p. $0.55 In Ili 263CA00808 08/13/2 20 ral CPA PA*TffERS LLC Q' S 145 WESTHAVEN CIRCLE c3 S WINSTON SALEK NC 27104 - - M1 Iy i Ps Form 3811, July 2015 PSN 7530-02-000-9053 r_ t ❑ Agent 11 ❑ Yee ❑ No ❑ Priority Mal Fxprese® ❑ Registered Me11.. rery ❑ Mail Restricte,ee De oUDel livery ❑ Retum Receipt for Merchandise ResCterec Devery ❑ Signatumconfirmaum— ❑ Slgriatum confirmation Oed DBllvery ResMoted Delivery Domestic Return Receipt C3 .. - 1' r9 MRa I' F21761s t 1 C3 Cee[iaed Mall r« v C3f3.. af 17tra rulcesf ees KnckDor.IdJM Ganu<e asdvrn>aa=ouvl I o ❑RM .R aimria� s 4sn-nn ❑f:e�IfiW MaII Re&Ma1 DarMY 1.8� C3❑auun syna;w R.mr.d I ❑w,�n srsna� ra.elrao.w.r f C3 $0.55 263CA01502 01 ra TURU NJI MN HENRY ETUX a D'A ETALS 0 1600 QUAKER RIDGE POINT RALEIGH, NC 27615 PS Form 3811, July 2015 ra S .L S S m Ln Ln ra 0 C3 0 CD 0 0 0 r3 0 M1 C3 - ❑ Adds m Domestic � • - e® r l.� ❑Agent ❑ AtltlresSaB M f�/j'� qp /� a `,j j I ' A L etlMaN $3.55 C ,j S G 0470 ❑ Addresses C.,?ate of DelivneW mad Name) �k��• . Date of Delivery r ��[7 v 0470 11JFew f = rv�ee eee Wac*aw,Imas 11 different from Item 19 ❑ Yee different from Hem 17 ❑Yes alive address below: delivery ❑No G ❑ar,m wa.Maarmevl >f i lelivery address below: ❑No Pwkrlk C3 ❑WWm aawlprjwraxl • in 50 Pgeryk XMa, C3 ❑CeNntl Mrriek bwh" f _ HIM 0 ❑e ftspmr.°PA*Y f ❑aeon Sgnra° anblcYa wry f Pwlaps 3 2020 ssI� 1 263CA036�S5 08/13/�020 COPLE-408NALD J ETUX ❑ Peoray Mall ExpreasA Regiateretl Maim+ Ir l + 608 OLD MILL LANE ❑ Pdodly Mal Express® ❑Reg eretl Mai ..._.___...__. cted Del�ery ❑ Re�lstered MM Restricted DelveryC3 l CAMDEN, SC 2902U .----..___.__ WCed DalNwy O Ra� � Mall PasNctac ofed Dstvery ❑ Retum Receipt for f• :tad DNivery ❑ Relum Receipt for _..___--_-_.--_- tdarchanI Restricted Deliivery ❑ Signature ConlInnr I ❑ Signature Confirm Delivery Rastdcletl Delive 1 _-__..___ Memhardke lestrlp ed Delivery D Sgnatum Canfamalionra ❑ Signature Confirmation led Delivery Restricted Delivery .fled (we�$500 over 50D Form 3811, July 201517530-02-000-9053 ppareg�Ip Retu 51 1 I I th" In I 8 PS _ _ __ n� . e 6111111411,r,1i1,111r1�„1,(4�i , PS Form dress dffWent hom Hem V U Ye: delivery address below: ❑ No d Delivery ❑ Registered Mall Restricts Dalrvery Denvery ❑ Return Recelptfar Merchandise icled Dell,ery O Signature Confimeli ❑ Signature Canfinatlon Ielivery Residcled Delivery Postal RECEIPT OO�YMAILO r-R era S - CrAt L i.S6 : rn l di p Cardfia"ma"P•e f3.55 0470 ° M1 $ 11 Extra rvicea3 W.stsat a•r.•; ❑ Ren.m ae:apt 0aadc.Pp t � all p I]RN.wn Recant (a.n.r"q f ❑cxtaed Mai ResenCed4My f en rm pa ynlrl, Hen �❑Assn seean„a Raserea t ❑ nnen sga.wre Rwm <a lu�r t—"�� p postage $0.55 .ten f 263CAO Q� 08/13/ 20 $ GROVE�I7AVID ETUX SHEILA D- 1804 HUNTINGTON RD a p $ GREENSBORO, NC 27408 M1 1 70 40 o0pi1.7603 1010 . July 2015 PSN 7530-02-000-9053 m 0 ., o .. f11 Z3 o. I°ad"i� Fee Se.55� D $ C3 0 ❑rkNn Reopt(Y.mvq C3 po.lmnmR.el.wo,",.y C3 �AJufioRk.•RrPe•a o•e.wi..R..m,do.a. C3 Pew #U.55 S postrnaer, Here 263CA008 08/13/2020 GROVESA A ET SHELIA V 1804 HUNTINGTON ROAD M1 o GREENSBORO, NC 27408 ........... Form 3811, July 2015 PSN 7530-02-000-9053 / 13 Agent ❑ Addressee Name) C. Date of Delivery went from Rem 1? ❑ Yee address below: ❑ No ❑ Priority Mall Pxpresse ❑ Registered Mall'" Delivery ❑ Registered Mall Resricted Delivery DNNery ❑ Ratum Receipt for Merchandise Restdcted Delivery D Signature Canflmaflon' ❑ Signature Conikma0on red Delivery Restricted Delivery Domestic Return Receipt -D D-' •• E3 a �°1 OC EP h , NC 2 46? W� C3 ca "rasa kmu Pea 53.55 0470 a r $ maaaPem{v.uaas•mw I1 o❑R ❑Rase.mgtQY111P1P1 Ri R. WvesbYj t tn-nn Pdrtntlk C3❑Cae aM.I R. eke.d My t�o Hera C3 O.wiaa+.•tt.at.a t OAktair..nwk`dta,t,.y i C3 Folhip $0.55 s ` 08/13,2020 a HOPKI O�QI,S ST HOPKIN �'U Q. SEASHELL IN SN #506 C3 7265 OCEAN ISL BCH, NC 28469 I FS ForM 3811, JOIY2015 PSN 7530-02-0W-9053 'S SECTION ON DELIVERY address below: ❑ No ❑ Priority Mail Express® I�� ❑ Registered M.F. �° Delivery 0 Registered Mall Restricts, Delivery toted Delivery 13 ReturnRaceiptfa- Merchandise Restricted Delivery OSignature CoMimretien1°° ❑ Signature Confirmation sled Delivery Restmaect Delivery Domesto Return Receipt •I• •U.S. Postal MAIL& RECEIPT 0 Agent C3 00meatfic Mail Only ❑ Addressee rated Name) C. Date of Delive O O Adard Delivery U01ei .N:'Er 311.191111:11� ,t r_.Gj_i ❑Addressee 1 m CeNfied Man Fee Nam) C. Date of Delivery differentfrom item t? ❑ Yes C 3 $ �NU470 livery address below: ❑ No $ M1 ba Services $ Feea (r tbo-, aydlsffi 11 different from item 1? ❑Yes ❑ Rare,,, Raaam oaeowp t Wry address below: ❑ No p cR umR aR la ,a, i tn.nn poaenrk p Ccenioaa s�ao R6mcud wn.ry i lit 00 H� p ❑ Aden Spaaiare ReaNRd C3 ❑awn SynaWreROlAa,i D* " p $0.55 ❑ Priarity, Mae Fxpmss® n 263CA00QQ�� 08/13/ 020 Regggletored Mall*" '� PELIC.9$9,45T SUNSET LLC array Mail Expreaa® Woe Delivery D De very Mail Restncted Q, , ❑ Pri 301 SPRINGW ORags erect Mail," Dell ❑ Return Receipt for a OOD DR _ Denvery ❑ geglstered Mall Restrictec .... R•atdaled oa l �y ❑ Signature Confirmation^ r� NC 28690 _ Y D,Il gy ❑ R� urn? Raoe� fed ❑ Signature Confirmaton Merchandise 10) Delivery Restrlelad Deliveryvry ❑ Signature Confnnetian*" ❑ Signature Co�rmation Domeflio Rabin Receipt , • r aver $son)=dt)a"vg17jt: „ Restricted Delivery -- PS Fom 3811, July 2015 PSN 7530-02 WO0 053 •jJomestic Return Receipt Postal Service'" TIFIFn MAII il m r .. N ; A g1:%._ Dpag ,' ° A L U S E : ;, C3 Cerched Mail Fee f 3. 55 0459 -D t` rvices8 ees lenxxev, aee MIilIpLyow 05 ❑ Penm Mcaq IM,Gcppyl e C3 ❑nm aacaq laxnv,el ice— Postmvk C3 ❑Ca.W Mai Ra WDeW f fQ-flfl Here O C3 ❑rar:n slmuw RaelLad i__ Men spreua Re4laeep oeilreryi C3 P°"a� f0.55 a z 256MA034 08/13/2020 r'R 1820 EA STREET CONDO D' ASSO 0 1505 HERITAGE RESERVE CT r` WAKE FOREST. NC 27587 i PS Form 3811, July 2015. PSN 7530-02-000-9053 Postal Service`" TIFIFn MAID'' RECEIP 1 Domestic r- M L-1 . O C_p P_BC C3 certified Mal Fee 3.5., 0459 $ Cry r` rvices a Eyes r<� aocaadau�P a ❑ReW,n Pa<e,Pt lM1am<PPY) : Postmark O ❑Return Re<aq leeccrcnk) i ED ❑certineay.0 Repu,mea cedar f Hero ❑na<n sis�,ti,e Reau,roa a S11 hri ❑MuftSigme.Rne:ne Dil" s PONege 2571AO0106 08/13 2020 WILLIAAk* ODELL & BULLINGTON LADAN TRUSTEES 2 CAUSEWAY — OCEAN ISLE BEACH, NC 28469 — -- — PS Form 3811- July 2015 PSN 7530-02-000-9053 7 m .. . ❑ Agent "1 I' 5- /� 1I` ❑A the Of CF rf•r ..S p9 L \,J r i L'� & g S E Ol I,t— 1. pO-iiG�'_' Addressee rrrPrinted Dres 5 M o Name) C. Date of Delivery �tl 'd M1 a $3.55 rv,eea ees renax ePce+e 0459 115 \ Z� Tress tlifferem from Item 1T ❑ Yes d from Item 1T ❑ Y delivery add sabelow: ❑No ❑Retire RecBpt innb<opa $ — delivery address below: ❑No O ❑Ream Reca'pHNecironic) e POIbnok C3❑CM�fiee MVl Feerrterl Calrvery e $i.-irl Here ❑Man sie�rue Fecmreu s Riiih ❑Mu9peiw RrMctw oer+M $ 3 POMP $0.55 256MA01 08/13/2 20 a MOIR R AD JEFFREY ET LISA ❑ Priority Mail E. ❑ Pdoity Mail E41reee6 ❑ Registered Mau*'^ 1r It 1225 BETHEL ROAD ❑ Registered Mall- Celiroy ❑ Registered Mall R-",*d Delivery A s MORGANTON, ------- �irieted Delivery ❑ Registeetl Mall Restricted Dewery ReNm Receipt for C3 NC 28655 DelNery Q MerchandiseL 171 '---"------- cted Delivery ❑ Return Receipt for Merchandise 81M Deliyey 17 Signature Confinahona' Restricted Delivery ❑ sgnature ConftrmetlonTM O Signature COMlnnallon ❑ Signature Confirmation Restricted Delivery ted Delivery Restricted Delivery over $5g0 • Domestic Retum Receipt, Domestic Return Receipt .U.S. I Postal I� CERTIFIED oRECEIPT ant ❑ Addressee m _p Domestic ' Plagent led Name) C. D Deli ry 7 1 E .re.., g Addressee ❑ Addressee S�:• m A Pa° L U S d Nem`9)` Cdp enof ehv ry different from Item 1? Yes D 33.55 6470 \ Q ery address below: ❑ No M7 11 ryas different from Item lT ❑Yee �a ass AaauaPs aaeM1r pR,•a„RePebreradppvA i $-,- 'eltvery address below: O ❑@atlYd MrerrMow tiers O QMY1l Bj•uaee Rrailied • th hh oxeiltelsaar. Re.wre7 e Do-• Posses f0.5g ❑ Priority Mail Express® C3 263CAO O,j_ 08/10/2 20 ❑ Registered Malim ad Delivery ❑Registered Mall Restricted C3 O VOL N OHN B ETUX DIANE Y ❑ Peonty Mall EXPMSSa ❑ Registered Mail - De ivory Delivery ❑ for 833 ARMISTEAD ST t�f '"Delivery ❑ MIstered Mall Restrictec MaN herRWieept pibw poimery ❑ Sgne are Confmna lonTM O P WINCHESTER, VA 22601 -.. ery Fred Ddivl y ❑ Return Recelptfor ❑ Sgneture Confnmation Restricted Delivery DeliveryI 5t __ ---------- LL Merchandise R-Wted Dell ❑ Signature ConRipetitnTa ❑ Signature Confirmation Domestic Return Receipt - - �Ited Delivery ResMcted Delivery PS Form 3811, July 2015 PSN 7530-02-000-9053 leant Return Receipt U. Postal . . ZXRTIFIED RECEIPT CERTIFIED MAILO RECEIPT r Domestic D• Domestic Only `. *ioeDt r9 Agent [❑ Addresses - - H�'� ❑ Addresses rR H 1 1MITI V@"o2.Y17A Y i E S E Po C: Da a of D livery S 'L b " .' 'Pnrtted Name) C. Date of Delivery C3 Gerffiecl Mal Fee s 13.55 0470 oferen is f2.E5 I1 t m19 ❑yes t• xx. sea M+ckaaca✓ee. 11 ivory address W. o M1 °b... R.o.ptha..��M address ❑ No ❑a R..Wtlt.meM s C3 ❑wmnq..peFl.mv+/ t pa.mwk ism_ C3 °R..eRw pt(-W,*-" PON= AUG i C3 o ems:.. 00.40 "°" CC ❑c-un.d MtllPweb4ed D..+-r sr�R^nn o°.e saw a .R.aa.d k _ "m' l 1020 0 °ne.ea+.Rrmmado.w.ys AUG 2 6 2020 ❑Mueag, R,.attm D."i C3 O;iiP $0.55 J 08/13/ 020 263CA007 08/113/2020 0 256MA029.95 ❑p Mail Express® riority Mail ress® SPORTS E1 i�VORS 7 egistered Main- MITCHELLLBEACHPERTIES lkiii�� ' °registered Met- Repietered Mal Reamcted Q• ed Delivery ❑ Registered Mail Restrctec INVESTMENTS LLC De wary.a LLC _._ _- Delivery Delivery ° Rearm Receipt for C3 + Dotwey ❑ Return Receipt for 431 US HWY 70A EAST rcieMerchandise t` P O BOX 69 Memhendiee 1---------------._- Restriced Del Nary °signatureC firmatlon^• VALDESE, ---------------- cted Delvey ❑stjnatura conErmetionTM HILLSBOROUGH, NC 27278 ❑SignatureConfrmaeun I ❑ sgnature Confirmation cted Delver' ResMcted DelNery _- - - -. ed Delivery Restricted Delivery DQmtnee§stic Return Receipt . -. ( PS Form 3811, July 2015 Wr-000-9053 ,I lllill 111 d11J 1u1 PS Form 3811, July 2p ys 11hy i 1 14 PostalCERTIFIED MAIL' RECEIPT I ---- .dlllulflN '— N o Postal �I,rtrFIED M MAIL@ RECEIPT •a `'1 —12111=11•j2{ • - - ®tl /Agent m Domestic m We V ( V I I A L L 5 C Addresses o C3 G Neme) C. 9e of livery ' -0 $ S3.55 0470 �/ 7ZR� ! y c /� pa� AT USE M1 CR... R.."t•r•<Wh cax.dyaa. 11 tlress tlifferent from Item f9 QYes m o Cary C3$3.55 p CRre.mw.ptweaft"e • SILfOi delivery address below: o `D V 0470 o pc al.aM.agra.eo,n y a en -n Pownerk f'�a .rf�.r.tmedff .�yp�yyco°,eu,se eaa,,wa�flew .lpl l-dw { a�"•,",,fO ppn�#C3 Wpt l4wavilq { Pertrwk r - f0.55 ❑cenm.a Mel Resmnea lMl.ry $ in -nu Hen 263CA008 Cna rcss a Rwa.d a — 08/1 /2020 DISCORD C3p""ae $0.55 ii8BERT ETUX 7 - ° PrrorlbMail Express® .-D 08/13 211211 85 UNIVERSITY AVE UNIT 1414 ❑Regisered M,if ^ a 263CA00J6.95 dedoarvary ❑R ialaredMalflesol KOWTONIUK WALTER V ET WESTWOOD, MA 02090 — vary 'cfed DeiNery ❑ Return Receipt for r�9 CAROL E I ReamdedDelivery °SignawraconfirrrtAc,^ . 201 GARDNERSTREET ' • • ' ° Signawra Contircnetion t` .......__--..__.. Nctad Delivery Reatr;ded Delivery JOHNSTOWN, PA 15905 P$ Earn 3811, JUIy 2015 PSN 7530-02-000-9053 - ; � -- Domestic Return Receipt 0 y y , • • , - , , •,. - a WOUR FB Forth 3811, July 2015 PSN 7530-02-000-9053 delivery address below: ❑ No O l %gyp L,40 Y\ t ❑ priority Mau Express® ❑ Registered Mail*- stricted Delivery ❑ Registered Mail Reamdec Delivery riled Delivery ❑ Return Receipt for Merchandise Raatrlcted Dewar, ❑ Signature Confirmation^" ° Sgnature Confirmation Ided Delivery Restricted Delivery Dorriestic Retum Receipt F ostal Service'" IFIEDMAIL19 RECEIPT c Mail Only ryinfort17I1C! tw ra. 047 C3 cenm.d f3.55 -n M1 .e•r�� cw se M•d pr,•oariU". V51 ❑wu.n Re•rpel•racaPn ! Postmark C3 O ❑c.uw rnr R.a1•Im arwr ! sn nn Hare o❑•nrerr... — or...i ❑ Agent 11 iris different from item 1? I..I Ye: deliver, address below: ❑No C3 $0.55 �- 08/12/2t�20 n 263CA SUNSET MAINC — Dr �° 2405 COLEY FOREST PLACE ak RALEIGH, NC 27612 Cit M1 - PS orm 3800, April 201 a veN rsao`2-oa . _ ____ I PS Form 3811, July 2015 PSN 753"2-OOD- 7 ❑a•tvrnR Ptt•.td* t 11.1-NIJ t $0 nn ? ❑Cr�wrlw R••NcodD•b•ry ] �•GReIJI•s•e RerYtl t� �Atle Byryas R�trFBdMMy t 3 r a I 263CA04�0�5 MURRAY JAMES A ETALS 65 COOLIDGE AVE NEEDHAM, MA 02492 Form 3811, July 2015 PSN 7530-02-000-9053 1111I7 11 -0 .. - rq '-q Edmonds uA t m O candied Mail Fee $3. ✓•5 .n s M1 Extra Sorv,. & Isses (rhmven 0mRecelpt(F Qpn C3 ❑ wean Rempt(a'ecrconM.i 0 ❑Cara"•d ntll PaeVlcle]Rra1�Y C3 o QAJtegWngequinE 0 .D ❑ Priority Mall Express® ' ❑ Registered! Mai1T'" 1T stricted Delivery ❑Re at,red Mall Restric r-q Del ricted Delivery p ❑Return Rpg�ipt for M1 Mamnm�m Restricted Delivery 0SlgnaW Confraatlor' ❑ Signature Conlirmatla cted Delivery Restricted Delivery $0.5.5 I 263CA019 TEAL RE00MABLE TRUST 22740 DOGWOOD IN WOODWAY, WA 98020 "' C a l ft❑ Addressee nrerl Name.I C. Date f Delivery 0470 > 1 C D 1 9 I1 *tress different from item 17 Oyes delivery address below. ❑ No Paebmk Here 08/1 ❑ Priority Mail Express® ❑ Registered MalTR dricted Delivery. ❑ Registered Mall Restricts< Delivery clad Delivery . Return Receipt for Merchandise Restricted Delivery 3 Signature Confirmation*'" 'O Signature Confirmation tad Delivery Restricted Delivery Domestic Return RMlY; PS Form 3811, July 2015 PSN 7 .9[�{1, 2IS40 11,r11 i;, I;IIRQFl1irpIR94I11 s Postal • �' CERTIFIEDMAIL") RECEIPT C 1 °I 7Zf4a fr Agent D- m Domestic Mail Only IT I ❑Agent P/�btetl Name C. DO Addressee WI RS1 on 9Q1p(&P Of �71114 t t -- d' I ii '. ✓ ;, ! ❑Addressee (Printed Name) C. Date of Delivery N •t rrR,. / a0 0 r r. CaN"ed Melt Fa• $3.55 0470 Cog idress diferent fmm item l? ❑ Yes -D M1 $ Ices 11 dress different from item l7 I�Yas f delivery address below: ❑ No eee krw•TeccwddY• p R•mm R.pl m•-ecppy, ! x delivery address below: ❑ No C3 ❑ Return RaW,l Posimmi( ❑GrtMiM Mal R.rt,-¢ Ddwy ! $0 Off Re(a Ali r3 C]I Sgra Pequire ! F0 f ' ""''��- 0• s t.e Reemplea oases E3 Paedge $13.55 263CA018 08/12/ 020 ❑ Priority Ma" Express® SANIBEVA9f SUNSET L L P - % ❑ Priority Mail Pxpresse ❑ Registered Mail- estrloted Dellvery ❑ RegIstsped Mall Rebt i M 0., Or DREW R NAYLOR ❑ Registered Mal- ssUicted Delivery ❑ Registeetl Mall Resotcter Volsci Delivery aRelu Recelptfor C3 4530 CHINABERRY LANE _ �".�" ery ri ed Da:ivery l7 Return Receipt for y Merchandise y Restricted Delivery ❑Si rature Confirmatim- f` WIIJSTON-SALEM, NC 27106 --------•--•-•--- Mach vEl Merohantlise y Restricted Delivery 11 Signature Congnnstlon^ Signature Confirmation ❑Signature Confirmation rioted Delivery Rasbicte0 Delivery "clod Delivery Restricted Delivery u Form 3811, July 2015 PSN 7530-02-000.9053 eve Domestic Return Receipt Domestic Return Receipt .M1 PS U.S. Pc j Service CERTIFIED MAIL�) RECEIPT Domestic Mail Only D-' Rl HI blam, NC, 2$401 tints dM,IP« $3.55 0470 14 .0o II ry p reec.vn.; .y ❑rwna.a.4rl.awPA i ac Sliver 0 ❑Kern e.a.Nls.eaalc) s 41.Ui1 Ppgg,d, O ❑C.Mea wae.etctm o+.err s $0 Q0l Him Q❑Mrl[9gruM agWeC ! _ ❑/Ewt filpruWe nr.hkla gevry C3 Paspe f0.55 �0 263CA020 08/1 21120 1108 EAST Ivf/XIN STREET COA ° 733 46TH AVE DR NE a r HICKORY, NC 28601 U.S. Postal Service'" ❑ Agent rrt - ❑Addressee rlHi C. Date of Delivery m I S 1 C Domestic Mail Only C%Or 4 1 N"-Q -.. �' s . L Certiged Mall Fes $3.55 M1 Dhow l? No below: s OR.e.n �a see Neokoscemne R.wSrOreaavl C3 Oaerawwwcwe&aa7 t 0 ❑Grant WR.aema.{..ry O I]MtBbee.e R.Oar.a ! 0a aireea..abl.aD i..Y! o Po+eae —10 263CA02001 0 ❑ Priority Mall Exprees® ra SUNSA'If;AL PARTNERS I ❑ Reegggistered Malin D Del'rveryIsttl Mail Restrict( sCl 733 46TH AVENUE DR NE ❑ Returp Recelptfor 3 HICKORY, NC 28601 r� Merchandise C ❑ Signatwe Con lnnaBon^ ❑SignatureConlir =tlon Restricted DeIN, _ r �_...... .. PS Form 3811, July 2015 PSN 7530-02-000-9053 ia`+w c, � ❑ Agent I ❑ Addressee net Name) I C. Date of Delivery 0470 I 1 different from Item 1? ❑ Yes delivery address below: ❑ No Pos"aM Here I i ❑ Prianty Mall Egasss® ❑ Registered Mal- d Delivery ❑ Watered Mail Restrict& Delivery Delivery ❑ Retum Rewlpt for Msrchantlisa icted Delivery ❑ Signature Confrmatlonw ❑ Signature Confrmatlon alivery ReaMcted Dellmy Domestic Return Recelpt I ru .. C3 CertiredMedl $3.55 - n$ M1 ra Services eesfd!.adnc.draie ❑ReWrn Receipt N�^'1. q� $ C3 ❑ammmM.IReOAYWee ay $ sn-nn O0muh Sgressi RpJ1.E i pMun Signaen RwbE1eG neltsy i o Passage $0.55 t 256MAoQQ7 ra t BECKEIMIRRICIA ANN a 2600 KINGSLEY RD C3 RALEIGR NC 27612 M1 I PS k.;ol iJt$11, July 2015 PSN 7530-02-000-9053 pow W tW 05 m .. _D 01 (73baint Lotjis! nU 64,124 o flatl1JiiPe' $3.55 0459 M1 $ F, (15 qra euc eddweeq ❑Redm Rstlpl thermppd i C3 Postmark ❑wnrri Receltx(.la ewr.{ i l ❑c.dmec Mml ResmneeoW.y a sn-nn Here O Q/hlr Sgnmure RegWr.E i ❑AWh Ssrel RaebOM GM,y S r eO Ve $0.55 I REVOC:AB> E 08/13/2(r21 LIVING TRUST OF Ir S MARK B RA o s 1 TRAILS END LN M1 t SAINT LOUIS, MO 63124 — - ent ❑ A dresses m l Lr') In ' r9 .. C1 emrdDR51 �S 1 "1 ✓ m I O I M1 Certjfitd Mail Fee $ 5e $ event from item 1? Yes address below: ❑ No Extra Services SFaes (cNq,es[ Penrn Pecep! (t Capn ❑PP.um PeceiP lelechplLN lil O O I J CMeM Mal Res!ne1MY ❑Mott aigna,me Repaired �Mu0.519neme Res!riclee oa. Pastel Here 11 e f ..J J 256MA03 Cr 08/12/i020 a SALEM SOMS INC - % LOU A El Priority Mall Fxpres� _ ❑ Registered Mal u- a JACKSON ° oe wary d Mail Restricted! C3 ; 6005 GLEN CREE COURT ° RR+a"ne �mtfo r` CLEMMONS, NC 27012 ❑ Signature Conf ❑ Signature C Restri,tetl Delivery Domestic Return Receipt PS Form July 2015 PSN 7530-02-000-9053 r- • . - e ❑Agent � • ❑ Addressee O 0 i aout 51, , i.., a ,tedName) o�elivery �Vh��/'ly/� m Certified MYIPM $3.55 1c3 s different from item 1? ❑ Yes 'a M1 Pxtra very address below: ❑ No ID rvicea ees lal+eknu ❑Realmrtweptpa,d Prl C Rewm Reromyeechuniq O Ci CMFetl Mail Port clatl COP'1y IO [Muh Sgneture Fequeae ❑ Ntlutt RIeMeA RaOkYd peM C3 POMP f • 55 Postmark l lere S SECTION ON DELIVERY Nerve) I C. form Pin 1? L-1'Yes xss below: ❑ No ❑ Piiorily, Mell Express® ❑ Reg�tered Ml eg Added Delivery ❑ R� Mad Restricts, Icted Delivery ❑ Return Receipt fw Merchandise Restrcted Dal - O Signature Corrarepti.rl ❑ Signature Confirmation oted Delivery Restricted Delivery -� Domestic Return Receipt ❑ Agent Name) 1 C. 05 'dress different fromm 11 iteQ Ye; 'delivery address below: ❑ No 1� D U. , 263CA0 08/13/?020 ❑ Priority Mail Express® ra REVOZXP LIVING TRUST OF 'ad Delivery ❑ Registered Mail'" Er ❑ Repistered Melt Restricted r9 D. Delivery MARK B RA 1 Delivery ❑ Recut for 0 C3 1 TRAILS END LN !rictetl Delivery Mwchentlisa Signature Cto 0 Sionfirman^' ....... SAINT LOUIS, MO 63124 ❑ Restricted D veratbn Delivery Restricted Delivery P. 100 ❑ Priority Mail Pxpresse ❑ Registered Mail,"' trlct dl Delivery ❑ ReeggSteretl Mail ResMetec DeNvery Iricted Daliverp ❑ Retum Receipt for t Merchandise y RescictedD01allif- El Signature Confinnatil ❑ Signature Confirmation idled Delivery Restricted Delivery PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt I PS Form 3811, July 2015PSN7530-02-000-9053 Domestic Return 3ost. service" TIFIFPI MAII10 RFCFIP IL .. ti � ru KI c eon r o 460 a ';el 1 A L E m tj 11' 1 o Canlfiad Mad Fee 0459 an S VASus 17M1 Extra services & Fee. icMG,Cor, sear ) C ❑aaNnfie.:nlp, p,amcopyi a om— Postmark C [I derail rasa Rastncree Deaver, a I I mole C3 C pnaah seen„ re Rpui,aa a Off - Off i pnma slats. Restrlciad Daa+iya C P0"'g' $0.55 an 256MA0yg 08/13/2020 1810 EAST STREET Er CONDOMINIUM A - % MICHAEL w� GIANCASPRO 12005 BROMWICH COURT PS Form 3811, July 2015 PSN 7530-02=000�9053 Dostal ServiceT' TIFIFn MOIL® RECEIF n u D Mercer PA 1a137r- n Certified Mail Fee e e :153.5., 04.,4 ° 0` ❑ RWm Recaipt(haEcopY) a eV. VV 3 ❑Retain Rea.ic(e.,crc) t 0.nn Pdablak ❑DntlRaa Mau Ra,anctedDl a !!(1 00 H" � ❑nnnsy„avrePw�ired t—W.00— ❑endr warn,ere Ractriccea oaer.y t 3 Postage $0.55 r ' 08/13/ 020 256MA r KONZEN I1CHARD ANTHONY E a 143 S PITT ST MERCER, PA 16137 PsForm38.11, July 2015 PSN.7530-02,000.1 f Domestic ❑ Agent ❑ Addressee I - - rted ame) ru Dat of Delivery C3 �✓ r carried!M.t $3.55 0459 a different from Item 17 ❑ Yea -'3 t 05 ✓ery address below: ❑No M1 IC3 Extra mces& ees ldwe:mc.edrrry ❑f+.van PecaiP: R�ar�capyj f rll QPelvn Rearlp,(edvrdNC) t�Jr yr. Posh W (0 ❑GM1IM1etl Meri PesmcteE plFgy a !(i lfl Ham Qbutt99naturaRpurae a — �r3 QRduh$g,unveReatrbkdDaMyi 10 Caw $0.55 �D 256MA0340�S 08/13 2020 ❑ Pitodty Mail Express® '� ANDE] IVUSSELL R ETUX ❑ Registered Malpl ^ ed De every ❑ Reyiste ed Mall Restricted ' 6035 GLENDORA AVE OelrverYI I Delivery ❑ Return Receipt for C DALLAS, TX 75230 -.----------- __ Merchandise M1 :ected Delivery 13.Sloature Confimralon'x' ❑ Opel confirmation Delivery R@9tirtal Delivery IF turn Receipt PS Form 3811, July 2015 PSN 7530-02-000-9053 Agent -_ - ❑ Addressee m Name) D e De v o • - - dress j ru I ,�R .. M L U different from item 17 ❑Yes 0 bdMeIFM f3.55 — delivery address below: [3 No M 9 - M1 cea (tlr,texq arMleadnrl - C ❑RaaxnwaarOr•dcwd a ❑Rvaan Rloilptskda t a �� C ❑pMatlMaahaabbeDaarny t C p,andtes�a..nwaa a $0 00 � p.eaelaaa..arkw orwrt C PO8"g' $0.55 G Pdority Mail ress® C Registered Mail'aW" 256MA0J� 95 08/1 a stncted Delivery ❑ Registered MetReetrcted BAY VIEW REALTY CO INC Delivery 'acted Delivery C Return Receipt for P PO BOX 168 Merchandise Restlscted Delivery ❑ Signature Confirmal r-R C MIDDLETOWN, DE 19709 C Signature Confirmatterr 71 2d Dervery Restricted Deliveyr.' Domestic Return Receipt PS Form 3811, July 2015 PSN 7530-02-000-9053 Rewlak Hers, ❑ Agent scent from item V ❑ Yes address below: ❑ No ❑ Pill Mail Express® ❑ Registered Ml Delivery ❑ Registered Mal Reselco l Delivery Delivery ❑ Return Recelpt for Merchendeee Restricted Delivery D Signature Confirmation*^• ❑ Signature Confimtatlon acted Delivery Restricted Delivery Domestic Return Receipt ❑ Agent n item 17 ❑ Yes below: ❑ No ❑ Priority Mal E pre lil Q Registered Mil troll Delivery ❑ Registered Mal Resrcteet Delivery Hoed Delivery ❑ Return Recall for Merchandise Restricted Dolfvery 0 Signature ConflrmetlonTM ❑ Signature Confinnetlon bled Del Restricted Delivery Domestic Return Receipt L 43 •. - jr !I cereeaaMr f3.S5 ay �' 7 a rvicesS fcrodr4Rs•WtrpmYe• ❑Penv�RemotRarucopN i �•�V+"tV�lC�r , j❑casaba ❑Realm Reoeiot (eecadYq mallRsmcYdplvy t� a sn_nfl 7 ❑A Sl;r Rpeet i $0 00 ❑Pduh SitaYus PrtlOYt p.My t 7 P°`mw $0.55 r . D 256MA04,95 FULDNER CHRISTOPHER T AND 5035 STONEGATE CT SPRINGFIELD, MO 65909 PS Form 3811, July 2015 PSN 7530-02-000-9053 Podmark Hs 0470 11 RaftIm R.rW I -do -Ph t 9V.VJ Rerun R¢.Ipl er.amnd 3 Poskrurk C.rllatl tl.Il R..alobtl D.Nay i to flh tyre IdAByPm.. R.g4.E t �T w. $0.55 1 256MA00801 08/1 GARDNt*ndVfILY TRUST THE 856 3RD STREET MANHATTAN BEACH, CA 90266 Cc ❑ Agem T ddress" e0 - , uu(y �' y ' F. 1 nterd Name) C. Date of Delivery C3yj .a •• S ,0, 05 !sea different from item 17 ElYes IS ❑R.h•n n.�la10.•my1 i livery address below: ❑ No t` C3 ❑nr..n R..rerDl..s.r+d Paelmerk r3 HMe C3 pRe�mP•a..R.aew i $n nn QMte�M.R.WkNtl D.YwY t poomp f0 55 C3 08/13/!K[2it 256MA046 95 ❑ Priority Mall EaxprassS ❑ Registered Maipe r-1 RAVEN ENTERPRISES OF BOONE istricted Delivery ❑ Registered Mail Restricted I _ IrDelivery INC ricted Denvery O Return Race iptfor Merchandise O 926 APPLACHIAN DR f Restricted Delivery ❑ Signature ConfmmatbnTM r '----" BOONE, NC 28607 ❑ Signature Conrumetion Icted DelWery Restricted Delivery vaermsxnianl,RtIFTT1lZ1 Domestic Retum Receipt PS Form 3811, July 2015 PSN 7530-02-000-9053 rn ., ❑ Agent r- _.. ❑ Addressee r ' 'tinted Name) C. a of eliverY r.q I fi o4^ �el�e 6 p ;SE rrlo caweea" • $3.55 0459 ress different from item t Yes i 05 [silvery address below: ❑No M1 oes pskeac •edk. �R.e.n R.=.Ctt••..Ph t =Q;"W C3 pRM.n R•r.erl•..Iu.16:60 A t posnnalk C3 Dcdeetly.l R.,t„d Dells t till _Off Here 0 r 3 piettePr.•Ikalt.a i$9.90_ p,wreiPr..erekea DMMry t C3 le $0.55 .�D 256MA 08/13/ 20 t Exp, ❑ Priority Mall Express® Malt a JONES SDNSET PROPERTIES LiC ❑ Registered mated Delivery ❑ aapgi ary d Mali RasinaD a ETAL - C/O MORGAN RONALD C clad Delivery ❑ Returnandlerelpt for C3 s 4640 CHERRYHILL LN MeronRestricted Delivery ❑ Signature conRnnation' t WINSTON SALEM, NC 27106 ❑ Signature ConNmation led Delivery Restricted Delivery SECTION ON DELIVERY Delivery different from ftem t7 Uym sv address below: ❑ No ❑ Priority Moil Rxpres ig ❑ Registered Mahn^ atdcted Delivery ❑ Registered Mali Restrlete Delivery icted Delivery ❑ Retum Recelpt for Merchandise Restricted Delivery O Signature ConfirmatlonTM ❑ Sgnature Confirmation clad Delivery _ Restricted Delivery Domestic Retum Receipt CI -I ❑ Agent f ❑ Addre Name) I C.,Date of Deli erent from item 17 ❑ Yes address below: ❑ No ❑ Priority Mall Express® ❑ Registered Meil- jtricted Delivery ❑ R.alittered Mail Resmot% Dovery Icted Delivery ❑ Return Receipt for MercherWise Restricted Delivery D Signature Confirmation"^ ❑ Sgnature Confirmation :ted Delivery Restricted Delivery c r ac.t'O—U L i I I I I e h LI 3 L 3 C u l,..�....,.,, ............... orm ' , P N 7530-02-000-9 53 Domestic Return Rec . . l _ _ Form 3811, July 2015 PSN 7530-02-000-9053 estic Return Receipt n �.r.7:,rx-rrra,cmrnt U u - LFF Ui F ee Mati Fee $3.55 nAwrviraaR Fwww J seam nec ,, Sara A t ° El rbtum ftsvw't(a.Imxio Postmark 7 ❑cenmeo rneu RetNctee oeMry i fn_nfl Hers I] Advft Sbnehn Reavicta0061,s, $ 3 Postage $0.55 a 256MB44QQ1 08/13/2 2 MOMS9INNE s 712 TRIPLE OAK DR �s MURRELLS INLT, SC 29576 PS Form 38111 July2015. 1`514 7530-02-000-9053 - R. ■ Postal CERTIFIED w .. il Only in ❑ AgentEr , . 1i/ .// 9 O^Ad�t ❑ Adtlressee O �p �y p J� !/� p Addressee A n IivMy m C LL L./ �'f r re7 � A L - (Printed Name) C. Date of Delivery stl Mall Fea p� 4 C3 $3.55 0470 1 1.l5 1? ❑Yes Iti GFb services aae;a•exaaaaeae i : Tressdifferentfromftern1? ❑Yes ow. ❑ No ❑Ream aecNRt QiavcoPA t delivery address below: sF o C3 ❑Mn.0 Recelp[(erece.nk{ i t_ 0 00 Postmark C3❑GrM.e mal R6eti Ytl ae$.•f t Here O QAGdl Sgruture RagWM 3_ QMunS�aWRerbbbe DelAwY t 00.00 r3' $0.55 0 263BJ027 08/14 2020 ❑ Priority Melt vress® KINGFISNBW DEVELOPMENT Ll ❑ Priority Mau F Pmss® ° RegI . McHn Er 1228 KINGFISH BLVD ❑ Registered Mail' - trot ❑Regl stocted Delivery ° Registered Mail Restricts,, -----•-Delllly o CALABAS��.77 NC 28467 Delivery ° fl M1 +h icted Delvery, ❑Return Receipl'fot ----....�---. Merchandise' _...� lNery, Restricted Delivery ❑ signature.onfirmation•^` Q ❑Signature Confirmation 'creel Delivery Restricted Delivery x • over IF d ;I PS FOmt 3811, July 2015 PSN 7530-02-000-9063 Domestic Return Receipt IFIELM11AIU" RECEIPT ul m Domestic ..mead Man Fee 43.55 0470 n $ 11 Extra ces FeesierWrbma IW � I ❑a20(el RacaPi (naNmpp t p ❑Ra•urn Receipt (elenmNcl t Poebi p ❑CwFnee Mali R..o-te.noM.y i to nn !$$rt p ❑AaMsta•aee ReRlaae t —"`yam ❑Aaatata•tu. x..t`°°+Art p PeB`Qe D- $0.55 0 263BJ012 08/14/2020 BOBBY JO16 =CREAKY rail REVOCABLE TRUST C3 1473 KNOLLS DR NEWTON, NC 28658 PS Form ❑ Agent Postal CERTIFIED MAIL�'RECEIPT Ul C3 Domestic S I S m CeN edMel f3.55 l»?0 iM to rJICB$ aeaq•Fxem$aeehs 11 ri ❑Realm Receipt P®dcapn t O ❑Ream Recelut lale+mrecl i� Postmark C3 Here ❑certmed men Restricted n'111py.t ifi_flfl Here p ❑Aeon siaeanve RenulRe t tT ❑Awn Sb��+e ReetrklMMMy t I o Footage sn-ss ❑ Priority Mail Express® ❑ Registered Mi d Delivery ❑ Registered Mail Reatricter Delivery Delvery ❑ Retum Receipt for Merchandise lots, Delivery ❑ Signature Confirmatli ❑ Signature Confirmation Wvery Restricted Delivery Postal Ln CERTIFIED MAILO RECEIPT rn HR r1�D1 V8 > '?9 0 1 C3 Cerified Mae F9e $3.55 470 pvppl�tqi l M1 NiC.ea (cMcn4o., d1M=IJ. V,J C3 ❑Rwum R. v,mars MI ❑Raum aec•ro,caxi i / i Poshreuk p sn Iln Hera p �,ywn S',gnerne ReauM00 pFem s,guM. R.emnaapaar i va.taue $a 263CA0 .55 08/12/2 20 I� EPSTE14 MANE F TRUSTEE D' $ la se 11 WESTHAM PARKWAY C3 ss RICHMOND, VA 23229 M1 — LL— PS Form 3811, July 2015 PSN 7530-02-000-9053 to • . rru D i� m Idl n SDl ei J,JA L U p Certified Man Fee $ 3.55 0470 M1 Forte &Fmild"bm-e 11 ❑MmRe 09-numvi $ p ❑iaou Rsaata,*.o S to nn Pp 3 ❑ce aeeaRreler,a ly*l f 46.00 Hxs — O 13 a elyee.e Rra+.a $ _ p/Wawry ner dDrferyf 1119.019 En postRAP $0.55 `D 263CA0 081121PO20 Q 1104 EAAIN STREET CONDO "/oSHAFFNER INVE rp LLCSTMENT 3640 WILL SCARLETTE RD I PSForm351.1, r'"""115 PSP{7530.0$000.9053 rAgar ❑ Addre sd (�arne) C. Date of Del dNferem from Item 17 ❑ Yes ary address below: ❑ No ❑ Prbrdy Mall Express® ❑ Registered MalTM 'sd Delivery ❑ Registerve onflaneSonn. u Signature Confrrrztlon Ressided Delivery Ir m .. m Ocrei in TeFV VK ,{� i C3 Nnil e l Mall Fee 7 n f $3.55 M1 rvipes (M,tlfaac etlM C3 ❑Room Rece,aeuampn ❑rmmRawahllvhv+W i tn--$0 on C3 ❑GefietlMeIIRAMC1.aoYylry / 99k�90 O00.08 Osnvn s9n.,un RpNnd 1 psem ssn„„re R.xdcrea oele.y f C3 Poe aae So 263CA0370255 "OM A11J JR AND Er PO BOX 7359 r OCEAN ISL BCH, NC 28469 Domestic Return Receipt ! PS Form address below: pted Delivery Addressee ❑ priority Mall Express® ❑ Registered Mal" ❑ Re gglsttted Mail Restrlotp Osilvery A Return Receipt for Merchandise A Signature ConnnntakmTM ❑ Signature Conflenadon 2015 PSN 0470 11 IRM O Here -0 e . - a 0i Va5.yiAaE C3 CertifiedmallFee $3.55 0470 ° $ I1 M1 icmf M+ayeacamNei ❑wv.n R,cepra.aeem / p ❑Rrv.n R..WWM.W t P000111k C3 ❑celaelqurllM.b DWM&ry f sn_M Hero C3 pasafyrar. araa.e /--„f910 C3$0 ❑IMfleeee.Rtebr DaMey$ p Postage $0.55 .ten 263CAO 08/12/7I120 r_1 I CAROLti9ETWATERLTD tr 921 BEAVER ST ^� 01 I r SEWICKLEY, PA 15143 Restricted Delivery DomersticDomesdo Return PS FDRR , July2015. PSN 7530.02-000-9053 ❑ !gent ❑ Addressee Date of Delivery ❑ No ❑ Priority Mail Express® ❑ Registered Mail- ed Delivery ❑ Registered Mall ResMctec Delivery I Delivery ❑ Return Receipt for MercharMise Acted Dervery ❑ Signature CWfirmationry ❑ Signature Confirmation Delivery Reatricted Delivery ❑ Agent G ❑ Addre Inted Name! I C. Date of Del n Rem 17 u yes below: ❑ No ❑ Priority Mail Express® ❑ Registered Man'- etrieted Delivery ❑ Registered Mal Restricts( cry Acted Delivery ❑ Return Receipt fur Merchandise RWftted Delivery D Signature Carrmetlm,w ❑ Signature Confirmatlar. bted Delivery Restricted Delivery Domestic Return Receipt CERTIFFIMAILO RECEIPT -t;ERTIFIED MAIL' RECEIPT aDomestic Mail Only Domestic D ❑ Agent tr1as, ❑ Agent - 0C'x011 I51e,. Beach r I�f 20469 I1 ,. U i� S M m - - . • OC Qit I I�` 2."4�hr it 2•�4t -.. '-'� ri ❑ Addressee 7elivery see ❑of doted C. Date of Delivery Name) .1 C. Date of Delivery rl 7 = (!� b '. CMaied Mail Fee see Q47Q $ ` o Mail Fee �� 0470 3 $3• �.� different t Rem 17 ❑ Yes erent fro Rem 17 ❑ Yes ° � � 11 $ .., 3 11 ces8 ees(tleG adlM erVICBSB ees (cl,e4..EaGaddM ❑Karam Receipt lhNECapy) { at atltlress below: ❑ No ❑Realm Rawpl mmdoopy) i 1 address below: ❑ No D ❑PeMnflecalpl lNMFaIC) { $0 or, Posanalli r3 0"' R,pe1"leemPnlp { sit Do DcaraMd Mae Raaebpd Dail— { POBMad[ Kale 7 ❑�Mail Re -WoaMY { $9 40 ❑A&ftsi n8Wre R,y Il s�-yi on Ike - c3 C3 l��'�av�b { �AdWt alprelve fle,trk[etl oats.yi iV �.uMr&p,ma. Rearl palhwy{ 7 r Postage $0.55 t7 Pmmpe c J ° 263CA03703 08/12/ 020 � 263CA03701 08/12 2020 ❑ Priority Mail E,,press8 ❑ PriorR Mail Fxwess® a 706 EAS 1 STREET COA ODOM A14M I JR AND a PO BOX 7359 bided Delivery ❑ Registered Mai l'^' ❑Regis Bred Me l Restric ed D' i PO BOX 7359 __ Delivery ❑Registered Meil*" ❑ Reylstered Mal Restric(ec OCEAN ISLE BEACH, NC 28469 Delivery ❑ Return Recall for l-3 C` OCEAN ISL BCK NC 28469 Delivery De fie y ❑ Retum Receipt for estricted Delivery Merchar lse ❑Signature Confirmation*" F'-- 'cted Delivery Memnal lee ❑ Signature Conflrrna(lor' ❑ Signature Confirmation ❑ Signature Confrma0on ad Delivery Restricted Delivery Jd Delivery Restricted Delivery PS Form safe, April 2015 nN 7 i, �7 See Reverse for lnstn�cfiog;l.. oS Form 3811, July 2015 PSN7530-02-000-9053 Domestic Return Receipt - PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Postal CERTIFIED o RECEIPT Domestic D- Tcr.,Fg• FL ?,r;lati/+ /•� L V S r n o Certified Mae Fee « $3.55 Q470 it -D f { re ervices6 aalwaaMm see�a�. �Rw+m PecaPt (naMcop') POWMra 0 p ❑q.a'aReceiptlelecrcpnm) { t ❑c«tlrieo Meu Rennctee oarvety i Rri 0 �MuH PIgneNre RegWna { O �Odutt Slenatwe ReSW.'rM paNuyi o P°• g° $0.55 08/13/�U2U ' 263CA042 D a SUNSE146INCH MUSIC LLC — Q- 565 WEST DAVIS BOULEVARD ---------------- C3 TAMPA, FL 33606 ................ M1 ( PS Form 3811, July 2015 PSN 7530-02 900-8053 ✓(� � Agent rI " p Addressee d Name) C. D6t� f De.Very �f/� rRu m C3 ° • $3.55 0470 l? s IRforenress fti cea fy.y,adc.ddn, uy below: ry atldress below: ❑ No 0 ❑Kasen Ra ay qi e feass ❑Ream Raoaptteledvee) tS6:UU PMbrWk ❑c ue.drutta.YlatNOWey i Eft -lift H" C3 ❑AOY &pWaa RagWad { ObuaBilrWa. RaaaY,laa MlvY i C3 Postage 263CA00809 08/12/21) 1306 MA#0§TREET CONDO ASSO ❑ M ty MegExPrees® I _ ❑ Registered Mall'" Raetrlat D- t 145 WESTHAVEN CIRCLE d Delivery ❑ Reeggistered Mall Delivery O ----.... ! WINSTON SALEM, NC 27104 Recelpt for Delivery p MerrcmhandISE, N DGINVY l7SignatureConiffir RT lead ❑ signature Confirmation ' over Mlivery Restricted DelNery _ _ Domestic-Return Recall) PS Form 3811, July 2015 PSN 7530-02-000-9053 ti ��- ❑ Agent ❑ Addresses Printed Name) C. Date of Delivery 8 - Zo rase drfferent from Ram 11 ❑Yes felivery address below: ❑ No ❑ PdoriN Mall Express® ❑ Registered Mell*" noted Delivery ❑ Re8is(eretl Mal Restricted Dellvary �ted Delivery ❑ Ratum Receipt for Merchandise Restricted Delivery ❑ Signature ConflrmatlonTM ❑ Signature Confirmation 'ad Delivery Restricted Delivery Domestic Return Receipt 0 Central Mail Fear $3 55 0470 t` Gas8Fae5 (cM1,ctboyfpMy 11 ❑Return Receipt inavcopb t i ❑Rat.,, .Ipt leedmnic) t poefn�,f, =3 ❑C. fflw Mail Rwnct.J �w _ ❑Mutt symwm Rpauirec� $ Here (]nowt sisnaraa R..elota] ca rii Poste r � $rl•« 263CA01702 08/13/R020 FLIPSKIVtAM, S ETUX ROBIN R r 750 SHILOH TER �- SANTA ROSA, CA 95403 '-'-------' PSN Postal I--' Domestic Mail Only CO tr rn 1DIDrtD -IN /6 1J2 G Certlfied Mal Fee M1 a $3.55 0470 ❑Pawn wp, ttl•atE•c.wrra 11 _ � t paraM MitlP�trloW a,y `---RraWeaar �+g:�— Postmark � prmtetttreee•R•wlaal a �— Here pAdufterc•• IYatlra a,it��• - r 256MA02301 08/1 3020 SPELMAY NKLLIAM C ET BETTY J a 3226 ARTISAN DRIVE KOKOMO, IN 46902 aS Form 3811, July 2015 P4 97 kl00D-MSry 22F, ❑ Agent a RJ ;. 13Addrassee rq m WIriS'-i_1 cul�_ttr PI 7104 '. V. y7 sd NameJ C. Date Delivery of C3 r Central Mal Fee « 3. 55•. t cea ees tcn«xeacaat. 0470 11 dHferem fromitem l7 puss Iry address below; ❑ No ❑tee pf vro=^Pi1 e C3 rfewpe laanppm� t sn_nn Postmarkpowlyd C3pttn.n Mtl Hroakted oelMay e_ Here pp�leetm.ru.waume e p�naedrl..tw(nea oxkwy t earia" E0.55 263CA02 08/1212020 SHAF FNEI VESTMENTSLLC h a FxI' ee:® red Delivery p eyed MeilrR tat d a 3640 WILL SCARLETTE RD ---------, Very Return C3 WINSTON SALEM, NC 27104 every ❑ Receipt for r� Merchandise �h---•^•— !>W Delivery- ❑ Signature Confirmatiorim ❑ Sirveure Confirmation. _— Domestic Return Receipt 1- PS Form 3811, July 2015 PSN 7530-02-000-9053 different from item 17 L7 Ye fry address below: ❑ Priority Mall apnesse ad Delivery I Dell ary ❑ Registered Map" ❑ Reeggistered Mail Restricted D•Ilva ❑ Forum Receipt for Merchandise 'Acted Delivery ❑ Signature Confi,,,,tpnTM ❑ Sureties Confirmt(lon Delivery - Resmcted Delivery :OTION ON DELIVERY U 01. Postal Service"" ent CERTIFIED MAIL`" RECEIPT ssec / ss Domestic Mail Only 0. Date .. of Delivery.- For delivery information, visit our website al www.usps. corn `. e Delivery Delivery M1 Ices aea(cneatm.,.di 05 ❑Rawm Pecelpt( py) tom_ C3ptaru Rec.lpt(ara,tmric) IS .V V;V�— PasMell( ❑adlaM Mal Reabict.d allvvy t ❑Mutt Sig ra RIWeI t !tl-gin Hem ❑Mutt Siariature ReatnataE p.pArY t C3 Posepa $0.55 ❑ Priority Mail Express® p° awl aatld M� i Raao-lam � 256MA0 08/131 020 SPELM L1gM Delivery ❑ Return Recelptfor Recei D., � C ET BETTY J 3226 ARTISAN DRIVE March rrdlse ❑ Signature CcnfirmationTM C3 KOKOMO, IN46902 - ❑ Signature Confirmation CL Restricted Delivery •--•----------- rlallt(al, t r 1111 r IIY��{4(Rt9�pFl Domestic Return Receipt r, ❑ Agent ddressee Name C. Dme of Delivery erent from item 17 ❑ Yes address below: ❑ No ❑ Priority Mal Fxprese® 13 Registered Ma.V1 Delivery ❑ Registered Mail Restricted Darvery Delivery ❑ Return Reoapt for Merchandise iesricted Delivery ❑ Signature Confimartlon a Signature Coriffmilon rtad Delivery etricted Delivery July 2015 PSN 7530-02-000-9053 ,tic Return Receipt Moil Restricted Dal /• ❑ Agent � ` tlressee nted Name) C. Date of Delivery 4.r 05 (parsdifferentfranifterril? ❑ Yes eilyery address below. ❑ No PoctraerR a Her, go $0.55 I 256MAO 0� 08/13/202c, 1714 EA�� STREET COA 3226 ARTISAN DRIVE I_ KOKOMO, IN 46902 r , July 2015 PSN ❑ Priority Mell Pxit—s® ❑ Registered MallTM ted Delivery Li Ft Mail Restrict. Delivery f Delivery ❑ RaWm Receipt for Merchadise tricto l Delivery ❑ Signature Corifirmatlon^" ❑ Signature Confineation Delivery Restricted Delivery Postal MAIL" RECEIPT Domestic-C'�RTIFIED o C3 t FQs tEti(yI Ir NCI d U4 m C3CatlbtlMWPr r f K 4 f3.55 4470 M1 ;r3 11 e eW.") vaasrar ❑IwnRs.lpt mardcoprl i OM1Yn C3 MceW (eaclronic) t i7r awamaitom aeconvey i to nn HerHer • '� Or<egrewre Reawree ! 40.00 enai•t•gmwr. Rue.+ea oag«yi� C3 "°°'°• $0.55 r 263BJ02�1�(y�1p�Q♦ 08/1a/2020 BEACH W t1l. ER HOA INC - % Ir rz WII LIAM & NANCY ALLEN 3620 CAPE CENTER DR FAYETTEVILLE, NC 28304 July 2015 PSN 7530-02-000-9 553 Domestic Return Receipt ' ^" ❑ o Addma ' Name) C. Dote of Deli different from item 17 ❑ Yes try address below: ❑ No ❑ Pdorlty Mall Express® ❑ Regstered Male ted Delivery ❑ Registered Mal Restrlpti Dal d Delivery ery ❑ Retum Receipt for Merchandise Mcred Deilvery ❑ Signature Confirmationm ❑ Signature Confirmation Delivery Restricted Delivery . Postal MAIL"CERTIFIED RECEIPT M1 Domestic M M1 _ ❑ Agent `9 out - x 1 - ❑ Addressee r3 �i.% r t All— •d M. • %j b L 0459 'nted ame) C. a of Delivery Gv i� d t� -D M1 sent Fees fo.daoc.wr' IW 05 teas differentfrom ttem l7 ❑Yes G Ipr ❑Bolen Receipt (raxog) i Nery address below: ❑ No r3❑ ❑Murn Rxelpt(elecPwJE) iV.VV— OiilffIev Mall Ras cUC War, i I. t Poo Hall, r3 ❑iiounsonetu Reguimd i to 00 ❑Mua 6quWve ReeNoled Del ery i C3 Poe w. $0.55 = I ' $ 256MA0j,95 08/13/ 02CI C TREASURES LLC ❑ Priority Man aura ae® Er r-R PO BOX 131 ❑ Registered Mailt" rioted Delivery ❑ Registered Mail Reslricte< C3 M1 BURLINGTON NC 27216 , livery ed Delivery ❑ Return for ndise Merchandise MemharvJise esatricted Delivery D Signature Dcrftrmation' ❑ Signature Confrmation _ ad Delivery Restricted Delivery ' over $5e0) -' Domestic Return Receipt Postal rI ti ' Domestic Wri(J !p 1� �✓ %it LBr� iJ ��Z Gl�nri� a tress.. Catlss WI • f3.55 if Name) C. Da of Del ery $ 0470 g �L � � mcayr�r 11 rase different from item1 oy elivery address below: ❑Man Mop feYa••rW i Pay,M,l, r3 ❑oeiviail ltWridDel i. _ tiro C3 QaWteWea•RrWed i_ 8— Okuteltrra.rrrlamow.y e o P $0.55 �D 263BJ023 08/13/2020 COBU*-AN G I jr rq e 5 15 AUDITORIUM CIRCLE ❑ Registered Man,• �BtNcted Delivery ❑ 0 5 WRIGHTSVILLE BEACH NC 28480— — Registered Mail Restricts, De M1 Z --------------- ye tcted Delivery O Return Receipt rot Merchandise 'Restricted Delivery ❑ SignatureConfirmettwo, ❑ Signature Confirmation _- _---, nod Delivery Restdcted Delivery Receipt PS Form 3811, July 2015 PSN 7530-02-000-9053 OPWIPWReturn Receipt I c� o r tv o ccH - El Agent I ❑ Addre o- slued by (Pn'nted Nar C 0 DL W m z UMU F. W ppw!tj rA All� III Nr/) 1- n 590T E091. 0000 Ofi94 6'10t U �Vjmestic Mail C Or Fd w York.+ NY 1717• :3 Cert111edvisit Fee $3.55 —a s t�9m. ce�cr. M1 Extra Seras eesrd,etaaetlllaaSrV Arta—* R.—n M(nvticoah ( i 0 ❑ Rei.,n, R"Pi telea,onr) { Postmark C3❑C Mad M.IIRmtftlWDe" S to-nn Here C3 ❑Mtsyuaw ReQu iec py,atttyea.. Remm:m oa�.e,y t CD P°`r w $0.55 .� latalL63C�Q� , •. ,... ,,., ,, 08/1, a S LANG SAMUEL ETUX PAULA � Sant 993 PARK AVENUE APT 9E r, $rfBe NEW YORK, NY 10028 r` 1 Jtj6tu uuuu /603 0976 PS Form 3811, July 2015 PSN 7530-02 000-9053 my address different from Item 17 u ♦w enter delivery address below: ❑ No Type ❑ Priority Mall Express® nature 0 Registered Mad `I` nature Restricted Delivery 0 Regisrered Mail Restrilte, Mail® Delivery Mall Restricted Delivery ❑ HaN. Racelpt for n Delivery Memeandlse 0 Signature Canfinnation^" n Delivery ReanCted Delivery ❑ Signature Confirmadan Aall Restricted Delivery Restinded Delivery pll 0 q Agent j[j Addres me) Vellve=ryaddress; C. Date of Daliy 11 t from item l? ❑Yes below: ❑ No ❑ Priority Mall Express® ❑ Registered Mail"' W Ddtvey ❑ pai71at= Mell Restrcted 1 Delivery, ❑ Relttu�veam�rYYRaceipt /a Merchentlisa alpetl DelMery ❑ 5gnature Confirmation'• ❑ Signature Colivery ion kvery D•Resfrictetl Delivery Domestic Mail Only For delivery information. visit our website 05 C3 1� f0.55 Z' -D 256MA0AAy5 rR WILL SALLY G � 1244 ARBOR RD 4A407 r WINSTON SALEM, NC 27104 PaMnme Rile 08/1 PS Form 3811, July 2015 PSN 7530-02-000-9053 ❑ Agent nted Name) - I C. Date of Delivery ..Cnfl 611 S-ZS x ❑ No ❑ Priority Mall Express® D Reg,steed Mall'' ❑Reg stared Mail Raatric Deli �ry �:D.lvary livery ❑ Reim Receipt for M•cnandise Restricted Delivery 0 Signature Conitmatlonra ❑ Signature Confumetion iced Delivery Restricted Delivery I Postal RNTIFIEtH� ' MAIL' D Domestic - 0 7i q d f 5 To r1 IJ`a sue. kM, -s ts, ea Mate Pee $3.55 0470 nted Nal -a S 11 ( Q 1` ervlPee (rherlx bocadtlAa diRere �flB11f"nw+G+awarl y sn nn Panamint lelivery, ad< O ❑Reu,rn newq(rvm i ��y ��r� C �deaiiM Me ReNrlcieR re, a e—iVe'Y� How C3 ❑aeua sy�,me,e Recuiree t.-- pnaarc syn.Nn rt.n.riee Dean s C3°°'°Sa $ P0.55 08/14 2020 X 263CAOO NORRISJ6&BOLD JR IRR FAM �a TRUST - % MARGARET BLAINE __--- Delius EM TRUSTEE 3137 CHAMPAIGN ST Domestic Return Recelpt � PS Form 3811, July 2015 PSN 7530-02.000-9053 Delivery Domestic Return Recelpt -1kr gent from Rem 1? U Ye; ass below: ❑ No ❑ Priority Mall Express® ❑ R9gigaved Main• ❑ RDeZlered Mail RestrictedI r ❑ Return Receipt far Men.ture Ce ❑ Signature onfime[ion*" ❑ Sgnature Co ion ResMcletl Delivery n„mesgc Return Receipt U,S. Pos I Service`" CERTIFIED MAIL® RECEIPT 3SeC1YON ON DELIVERY • Domestic Mail Only — ■ -.. For delivery information, visit our website at www usps.com". pp ee t t i ioesy iirresrootamr; it ielvery address below: ❑No ❑nnum mecam mrc.awon f ra ❑aeNmP ,aim: !Nxvooi=1 f Postmark ❑CatlSetl Mall we4iGW DNMry �n He. ' p �(n� E]MO S4". RrWb S [3mexsiero woes 00 �'°�°° $0.55 0 263BJ00602 08/1 /202n 408 EAST MAN STREET CONDO ❑ Priority Mall Ezpreas® O ASSO ❑ Registered Mall`" fL trateo Delivery ❑ Registeretl Mall Restrlcte C3 106 ELGIN DR Den ery r- tetl Delivery ❑Return Receipt for GREENSBORO, NC 27410--.------_ se Merchandise estricied DaMery O Signature ConfionationTM ❑ Signature Conflation. - Delivery Restrlctetl Delivery i PS Form 3811, July 2015 PSN 7530-02,4*9053; Domestic Return Receipt 1U.S. Postal m I I mastic Mail Only tr , 0 CCU P('ll t fll5! F�4P e e o $3.55 0474 -0 s 11 � t` ervicas Fees (NestenGa0ll� G e rnR—.1 iliu0myt leiaamq t �.(IQ_ P wnerk El a f.. mvi ❑Gami(iea MailgatnctM OeIIVM/ i Ror tM9 H" o C3 ❑�rcsgea,aRa a ❑rdurc almuure Rminctae oenwY t r3 f0.55 263CA00 1 08/14 2020 H B LESLI AMMY LIMITED PARTNERSH C3 107 PETTINGILL PLACE SOUTHERN PINES, NC 283 87 PS Form 3811. July 2015 PSN 7530-02-000-9053 Of different from item ❑ Priority Mail Express® ❑ Registered Meilr xl Delivery ❑ Registetetl Mal Restrictec Deli ery Delivery ❑ RetuReceipt for Mer.'ern .s e icted Delivery O Signature ConfirnaeorTM ❑ Signature Confirmation )elivery Restdded Delivery Domestic Return Receipt I i PS Form J611, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Domestic Mail Only �For delivery ^inforrm�tic 1 uwtunwwctm.�pt • ❑wk.nwwo a.�aeol •— Paaanmlc ❑c.an.e MrR weed wlwa s to nnnn Fell 3 p.astelur..aaalt.e • •tea ^^v- 3 pasergr.eRweeworwyt 3 posttt7a f0.55 r 263CA005 08/13/2020 GREEN�SUNSET INC - C/O SHELBY K WILLIAMS 23 FENWICK LANE GREENVILLE, SC 29617 PS Form 8811, Jul aftp ME3 111 U.S. Postal Service" CERTIFIED MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps.com,. Ti Item 1? ❑ Y�2 below: No Cl Priority Melt Exprese® ❑ Registered Mail- strlcted Delivery ❑ Registered Mail Restricte: Delivery acted Delivery ❑ ReturnReceipt for Merchandise Restricted Delivery ❑ Signature ConflnnatiowTM ❑ Signs =Confirmation :ted Delivery Restricted Delivery r A ti Ices Fen freattaq aadM dens different from Item 1? 11v7es pwwm wcalO+Pwacoan a f delivery address below: ❑ No �R.�nPece.attel �n�, e—>Tr.-orJ— I arc u o � ❑ aenmed Mall Ree+.,natl D++a' e I I ttret s �i 1 h � � ❑ed�n sisnmwe Required f tit �tll. lll� D ❑Adun&Wear•RyekapDaerya r Pastega fr. izS 2571AOJ�005 (8/13/2 zo JAMES W ROSS HEIRS - % LYNDA a s R BRIDCER Delivery 35313 GERMAINE TER �dctcd DeliveryCHARLOTTE, NC 28226 --- -- ------` rieted Deli, 15 FOmI Jt511, Ju" — --- i PSN 7530-02-000-9053 ❑ Priority Mall Expresses, ❑ Registered Ml ❑ Registe ad Mastricts l Re Delivery ❑ Retum Receipt for Merchandise ❑ Signature Confirmation. ❑ Signature Confirmation Restricted Delivery Domestic Return Receipt Postal CERTIFIED MAIL"RECEIPTDomestic Mail Only n- Er Grp-pnsboroy NC 2741ii � Certified Mal Fee $3 Sv it _D $ 11 17 - Extra ices 8 Fees e t Dot r "WfowfMre 111�. VViiJJ C3 ❑warn sec.im ma,dcoan s rownrk o Han C3 C3 Oyan al.,ereRwvaed s.. _ ❑snetaWriaae sinv dwmerys C3 PaaNp. $0.55 263BJ02 08/12/ WEIKEYMS & JACQUELINE 020 r-r-I MORGAN C3 106 ELGIN PLACE GREENSBORO, NC 27410 PS Form 3811, July 2015 PSN 7530-02-000-9053 _ ... _ . �-. 11 fi r. - .-. _. 1,1^ .. l` .. M1 S S ROC . ri A t M cammadManFea S3.55 I � .A t ~aac aarMV rimer, ra ❑llifi aero (faido n s C3 ❑Mori RedrrNelreaai'ka a p ❑c.mm.e Mw Rr•McydDMy t to-IIII p pyatagm.e R.vt.a � tn�fiit Oneeasl�,e,.a.aaa.aD+wrr 1 o o^ postage f0.55 0 263CA033 MASWfAMES W III ETALS ru C3 108 CANDLE COURT oM1 ROCKY MOUNT, NC 27804 431gent Printed Name) C. Date of Delivery fr - 71/ iress different tram ttem 1 R U Ve; delivery address below: ❑ No ❑ Priority Mail Exposure ❑ Registered! Ma11*m strkted Delivery' ❑ Registered Mail ResMctec Delivery Icted Delivery -d Return Receipt for Merchandise Restricted Delivery ❑SignatureConfinnetionrm I��.r:_.�� pelivery `3Signature Confirinatlon Restricted Delivery . . iy "A ent '� ❑ Addressee on C. ate of Delli�iyvve,ry 04711 1 W7� 11 ass different Yes slivery add, Postmark Here 3/2 20 t _ J Mail Express® } gistered Whir.lad D celiveO f ; legistsred Mail Restricted Delivery �W Delivery ❑ = Receipt for Merchandise -- iteencted Delivery ❑ Signature ConFlnnaio ID Signature led led Delivery Restricted!Delive 3 Form 3811, JUIy 2015 Pi 7530-02-000-9053 -0 to S _ rn .a Nwl r« S3.55 _n rvices see {v.atreac ee!!r=M � pWam Rany%Qwampy) t C3 plwmRsM+rF✓M*H t c:l pc.ltw tr ltwriorl oer.r • ttn-Nt C3 pMua■s tu•aara•ed pMasga.. Rrelaea nalry • $0.55 0 263BJ007 C3 PARADISE WEST - % TOM nu FERRELL r- 315 BEECHCLIFF CT WINSTON SALEM, NC 27104 PS Form 3811, July 2015 PSN7530-02-000-9053 Paan■k Rena 11 M WR IAL USE C3 died Mtil Fea O 0459 `D f OS M1 ices& ees ks.s*tm, aria ree,t��Y1y ❑Retvm ReulPlmadw a O , sn.00 Puareek C3 pc.mn.d rrxttwrne eDel a lyre. 0 pMdtsy.na.tt.ge.e t tn_nn ❑MWr 81pnW.1l.tlrbYp 11eaexy { C3 Postege $0.55 a 256MPM45 08/13/2U U EY EFLLC 2808 CH r �LSAEADCIRCLE ) ........... PS Form 3811, July 2015 PSN 7530-02-000-9053 C e ! 0 Agent n��s Tess different from item 17 ❑Yes elvery address below: O No ❑ Priority Mal FxpressD ❑ Registered Mailm clad 'vary ❑ Reaggistered Mall Restricted DelNery Delivery ❑ Return Receipt for Merchandise estricted Delivery ❑ Signature CordlnnatlonTiv ❑ Signature Con irmatkn ed Deiivev Restricted Delivery j J. . Postal Service" CERTIFIED MAIL° RECEIPT Domestic Mail Only For delivery information, visit our website at www.usps. rnn 0 256MAOX TRIBLE STON G 640 DEERFIELD FARM CT ................... GREAT FALLS, VA 22066 1 13 Agent ❑ Addressee ��a/�� rarm/., % Q De of Ilvery, ':I �T 0 0glAi) .rest different Rom Item 11 ❑Yea delivery address below: ❑ No ❑ Pdor ty Mail Express® ❑ Regutered MaiITM 0 Reeggistered Mail Restrict% Delivery ❑ Return Recelptfor Merchandise ❑ Signature Ccnfirmabon- ❑ Signature ConflanaWn Restricted Delivery Domestic Return Receipt J , PS Form 3811, July 2015 PSN 7530-02-000.9053 Domestic Return Receipt e el eestal Service" �CERTIFIED Agent MAIL"' e❑ e.Addressee 9 17 AgentONarrre❑Addresseefr'l 71,W�4�,) cerdnoa Mall Fes �"'�EDate $3.55 n;70 'c of Deliveryer o very address below: ❑ No ..D $ t 7 RS rasa different from iiem 17 ❑ Yes M1 re rvicae ass kMd: oev, tldM Mir❑ Wturn a«<pn m�aro» a = slivery address below: ❑ No O Postmark 17 ❑Ceelfiea Mal RestncteU oeiH { in_rin Here 0 pMvks�l Wa Recui t [j— pMua SIBS.. ReabicM Del { I, C3 Poetege $0.55 U8/12/ 2U � 263CA ❑ Priority Mall Express® ❑ Registered -D pp Privily Mall Express® T7 MaITM load Delivery ❑ Registered Mall Restricted Delivery r S GRIEF G ORGIA V TRUSTEE led Delivery ❑ Return Recelpt for Merchandise D- ,� s 5405 NW 119 TER '.,___-___----_ 3 Registered Mail'" 'abided Delivery ❑ Registered Mail Restilotec Delivery abided Delivery ❑ signature Conlrmelonne o M1 OKLAHOMA CITY, Olt 73162 hated Delivery ❑ Return tfor ❑Signature ConNmation --------------- �' Merchandise xd Delivery Restricted Delivery Rbe Delivery O Signature ConfrmetionTM ❑ Signature Conflrmatkin �� oeuvery Restricted Delivery.PS Domestic Return Receipt over 0 Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt r •i oun t At F 9 f tI X2 hJ613 n k.n 3 a' 11 l,{rafl{d AWIFr $3.55 0470 a�ayay 1i �-ENa SimC°S ee9 (Deck MR add lass.we•W ❑Return R—pt(narGmpy) S ��•�JV 7 ❑ Return Rxe,pt (eleamnml s I• t Postmark 7 ❑cewnenrictedoeis 3n-Ili Isere ❑Adun S11.1m ev... is 49 go_ ❑Adun Sgn•tw Reetnctad oemeiy IS j3 256MA00 08/12 2020 LOVILL RtT J III ET ELIZABE r P O BOX 1247 ? MT AIRY, NC 27030 PSN 7530-02-000-9053 Postal t> RECEIPT l+l E s . - •� I.9011a� v AL U S•E � fleaM.fiF.e f .55 0454 s aD rvicasa ass (otwcamcaa°�{{}}��YYYy�c��P� ry ❑❑ReRp iia (naraco➢nb) ❑RM, MWIR.sircoa,,.y to_(ICI Postmark«ae H11m ❑nnurc Sgrutun Req.uad i . nA� QMufi SeifWVlcled D•bry i :3 Postage f0.55 J3 a 256MBf 4,4 LONG Lon PINE LLC 08/13/2 20 r 115 N 3RD ST STE 300 WII MINGTON, NC 28401 - '-' PS Form 3811, Ji 5 PSN 7530-02-000-9053 ❑ Agent ❑ Addressee do dNamP`Rv .0 2Of Delivery Imes m item 1 der a ss below: 00 AUG 25 2uN I Delivery ❑ Return Receipt for Merchandise Acted Delivery ❑ Signature Confirmation*M ❑ Signature Confirmation Delivery Restricted Delivery rol .. 171 S Vur 1.,,.+.. Xj as �✓ E3 C"'Amid"I"'i f3.55 a4ss fUFJa nc M1 cee kaeartaacw w�y ❑Rea.nfbpB+tdupPA irl�U•lrVT— C3 ❑Raton Rewptl f�V Y1— Postmark ❑anises Mau Resbvaed DYlvry { <(1__ 00 Here ❑Haar. ssna,ure Reowred { •n nn ❑noun Slgrmvn RMncYad oauy /�— C3 pOStaQB f0.55 �o $ m 256M� 0�0$ a TENDL�RbAVID A ETUX 08/13/20 a D' s°ral 32 LYTHAM LANE o se DURHAM, NC 27707 171 Qlt mstic Return Receipt + PS Form 3811, July 2015 PSN 7530-02-000-9053 13 Agent C3 •. - l t j C -L Addressee z" C. Date of Delivery i fA l 0 9 0 r J `� Certified Mal Fee $3.55 m different from item 1? ❑Yes C3 9 ivory address below: ❑ No 11 M«Waac.me. ❑Mm{WeYprtladmgl i E3❑Ream Reaypt f.eetialI C3 ❑G° ReeabYd Detny O,uMr sgn.e..ttgaaa f tn_rn ❑Moe Slywtua Rr•Yb1tl OMf i o p"Ifiga $0.55 zr, ❑ Priority Mail Express® ❑ Registered Mall^ utnoted Delivery ❑ blared Mal Restricted Q- ;Acted Delivery ey ❑Return Receipt for ri Z3 Delivery MercrietMise ❑ Signature Condemnation- M1 tooted 0 Signature Confirmation rid Delivery Restricted Delivery 256MB L. PALM VE HOLDINGS LLC 115 N 3RD ST STE 300 WILMINGTON, NC 28401 Domestic Return Recall: _.- IS Form 3811, July 2015 PSN 7530-02-000-9053 Postmark Here Qr I I ❑ Agent J ❑ Addressee (Print ryN ) C. Date of Delivery �I� S(I2S1�n dress different from Item 1? U Yet delivery address below: ❑ No ❑ Priority Mail Express® ❑ Registered Mal'" ❑ Registered Mal Restectw Delivery ❑ Ream Receipt for Merchandise ❑ Signature Confirmai ❑ Signature Confirmation Reelected Delivery Domestic Return Receipt ti ❑ Agent ❑ Adi redI D. Date of Dell from item 1? U Yes ass below: ❑ No ❑ Priority Mal Express® ❑ Registered Mal" striated Delivery ❑ Re Mail Rastectec DelNeryggistered Noted Delivery ❑ Return Receipt for Merchandise Restricted Delivery ❑ 519miam Contlrmatlon" ❑ Signatwe Confirmation oted Delivery Restricted Delivery iestic Return Receipt CERTIFIEUMAILO RECEIPT Domestic Mail Onlysee 7t7 �n•e r Fee 's.. easi 5 4f ressdifferentfromitem - asan,icesa ees pwokeap M, h9Kt / ❑h RwMptrWwe,i • _ tlalivery address below: ❑No 3 pRr.a Rae.plawavq • Postmark 7 • Hers 0 p�•pellaoli wit • sl1-44- 3 10. geniewrw1 , Din r • 3r "$0.55 08/13 U2U n°°�' 256MB0 "I" MCCUEN TATIANA P AND ❑ ® _ 205 TUSCARORA RD ' ❑ aeeistered ManTM red all- Registered strkted Delivery ❑ Registered Mtii ResVicte, R 3 CARTHAGE, NC 28327 . ------ ____ Delivery rated Delivery ❑ Retum Receipt o - r__--_-_---_- Merchandise Restricted Delivery Signature ConflrmatlonTM ❑ Signature Confirmation Aed Delivery Restricted Delivery (over 500) PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Retum Receipt postal Service'" TIFIFD MOILO RECEIF V • • � 5 v,r hue ."i Y o "y f3.55 0459 n f 45 t` cea a.rmc.mrwsuff O❑awmRwYpt ❑Raise R. Wreft h • re4rnvip • � Poehnerk [:3❑CMIMWRwhicim oellw,y •� Here Q pbue�n eRea.irea •�p QQ _ p Mlteplwnf144feRe,1 l3vir yf o 5955 48/13/?il ii D 256MAOig SIMOPOULOS LUELLA A 6710 GREEN RISE ROAD or HILLSBOROUGH, NC 27278 PS Forrf13811a Juty2015 PSK753MR-000-9053 ti . .Postal Service T� / ' ❑CERTIFIED 3 @RECEIPT Domestic Mail . ❑ Addressee 7 - In I% ❑ Agard o Addresses, PrintZff C. Ogatapf i elivery /ram S M sC �„ L lI 13.55 S E 0470 Med Name) C. Date of Delivery IGG�— F. 2Z_ fli'm o Qeliveryaddr glom;l? No -�yes s AS i l Tess different from item 1? ❑ Yes ;� � � sFees rcaMraMladfar�!t'.l.V pf4Wm ne-.ant lnammpyr • lielivery address below: ❑No C3 ❑romm Rem q • P q20?0 Q QG pMem mvR-S,,Meany f paaua BkaWve RaquhM fl_ Here paea ss�wlw w.me.e o.•,.r • Ir Poe age 54.55 ❑ rl MaIIMExi, .0 Q f 263BJ004 ilgil4i2il?il Reglet, Mall 'dead 'J� Delivery Q s DRISCOYL 0SEPH D ETUX ❑ Priority Man EKprasse .5a�1c0910ellvsry ❑ Merchandai elpt for O S 125 MEZERA RD ❑ Registered MallTM A ted Delivery ❑ Rogiatered Mal Reatrlctec iR95Mp1Bd DBn.a) ❑Signature Canflrmatim- N s SCHUYLERVILLE, NY 12871 keel Delivery 0RRetllu Racapt fer I ❑ Signature Confirmation Eted DeliveryResMcted Delivery i C Merchandise Restrided Delivery ❑ Signature Confrm ielerl" •vs, ❑ Signature Confrmstbn Nee Delivery Roadmed Delivery Domestic RatUm Receipt Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Retum Receipt PS .n r .. . WINn n CenitsdMal • �s 04! rd $aNiGe9 6e6 (diwkbR, e'{'! ❑ Relum Receipt than,, jraeey4, ray ❑Return ? Rex 1lat.et ..) • ❑CxtlMOMm, FasincteO neFxrY j _I Pp ark Hem ] ❑MM519na1t✓e Ralwre.] s in no ❑Mue Small . ReeMR.d Del",yit 7 Planes f0.55 256MAOSL� OS/13/ 02 KIRBY MARM R a 1505 HERITAGE RESERVE CT WAKE FOREST, NC 27587 OS Form 3811, July 2015 PSN 7530-02-000-9o53 3ostal ServiceTM Tlmrn RAAll 0 C ❑ Agent - AgeM ❑ Addressee � C. D to of every N un/� alb r � N� TIA L U S E tl Nanre) Da a of Delivery 9 r v OM"•d al Ea• $3.55 0470 45 mess different m Item 1 ❑ es rll $ 11 mess differentfrom Rem 17 Y Nary address below: ❑ No 10°e BB6 fd1a1t°°r•'�°' elivery address below: ❑ No r-I ❑"e"'rr'"tt"dom" ` sn'nn P•mnenm C3❑mr.em R..Weliouaai O ❑o.dn.d Map rir•bbrd e+u"r • — Here 0 ❑MuaelpM..rYy}.d j ❑MuesyeW.R.Wb..d a.•."y i Postage $0.55 0 It 263B 08/12/20 0 ❑ Priority Mail Express® �QQ �q ❑ Priority Mail Express® ❑ Registered Mei1TM rr E SUNSET B CH TWIN LAKES ❑ Registered MaiITM ___----_ stricted Delivery 0 Registered Mal Restricted t-R Sin tnted Delivery ❑ Registered Mall Restrii Delivery C3 435 W SHORELINE DRIVE _--__-, Delivery do ary, ❑ Return, Receipt for t`- toted Delivery ❑ Return Receipt fcr Merchandise SUNSET BEACH, NC 28468 t Merchandise Rastnctetl Delivery ❑ Signature Confirmations" Oiry Restricted papyery D Signature ConfirmationTM ❑ Signature Confirmation ❑ Signature Confirmation ion • ed Delivery Restricted Delivery , ,., •,. ktq¢pgtlpgy;,.q,., ResMcted Delivery S ru W•. O ,5 rLl m .. 11 69 •G edroauF.e $3.55 0459 n M1 s 05 Extra rvlces8 sea karlboS add ❑Rewm"somatl�dcoM O O ❑Rexan ReodMltlxua,b) • •�•t+V— ❑C.rtifiM Mall ReahicM DM'«y t f( Pogwrmk 1 O o ❑MansU�MtvreRwa:ee t •n_ 00 ❑Multey"w Rgbp•d Ga"y t C3 Pokp• $0.55 r' 256M��A�O�Q MAx1K1S"1�S A ET 08/13/ 020 ° 406 LAKESHORE RD C3 ASHLAND, OR 44805 rr ru PS Form. 3811, , 15 PSN 7530-02-000-907 a. -FormJL2Y a a s i SECTION ON DELIVERY U.S,_ Postal Services" CERTIFIED MAIL® RECEIPT Domestic Mail Only ` c � For tlelivery information. visit our website at www. u; os di ferent from item i7 ❑ Yes � -.D $2.85 very addnass below: ❑No r`ec.lpl th.IdcOPO a C3Paeemrm�lDeal t II Lo�ftswaane Him C3 aaqu E EII _flfl mpe R»Mobd p vmya C3 f0..55 I UD 256MAO 48/l3yi2021 ❑ Prio tty Mal Fxp esn® I ,a KLINE RICHARD D ETUX ❑ Regisered Mail^^ Mell Restrbtedl ad Delivery ❑ pegV 2032 PENSTOCK CT ryred _ " I Delivery ❑ serum Receipt for o BETHLEHEM PA 18015 Merchandise M1 rioted Delivery 0 Signature Confirmation- 0 Signature Conflrmadon Delivery Restricted Delivery Domestic Return piece PSN 7530-02-000-9053 ilii S[jt F't (li t . N ywil . 11111111 �/Ii. r ❑ Agent El Addrassim Printed Name) C. Date of Deliven /� c/5 F-//— w ress different from Item 17 ❑ Yes lelivery address below: ❑No ❑ Priority Mal Express® ❑ Registered Mail' —noted Delivery ❑ Registered Mail Restrii Delivery toed Delivery ❑ Return Recelpt for Merchandise Restricted Delivery ❑ Signature Confirmatienv ❑ Signature Comirmaton cted Delivery Restricted Delivery Yresdc Return Receipt a Post, Domestic r r 4 r ur0 r 11 1 \! 1 nu , n CortRledMallR,s $3.55 0470 J11n 11 q re ices aes wcttax,.adM= ❑Karam R.IjA (nxtlwp,f 9 3 ❑ Raarn RCGpt lelecfwnm7 9 polls ❑Cart fad Me",!RmtrklM DelMay S in_nn HIM 3 ❑ Mat Signamro Rlewea i t nn ❑ ndcn srenm.. R.•ItsaDla.�Y S f3' Postage 110.55 263BJ010 08/14/2 20 Tp SUNSEAURCH TWIN LAKES 3u = 435 W SHORELINE DRIVE SUNSET BEACH, NC 28468 DS Form 3811, July 2015 PSN 7530-02-000-9053 _ Domestic Retur ^so n .. 11 _ ............ _. , — ., . , Name) I C. Date of Delivery different from item 11 U Yes Ry address below: p No et! DelWery ❑ I Delivery ❑ llgfed Delivery ❑ J DeFvery m �� e rn m S ' s ur - 7 m CWMWMellFee $3.55 -0Ln c Reca ervices&lcF A ees (tlacteox lddMT�pr',ky ❑Rewrn t (r:anmPr) i ❑Return Recalx lGommnq S_ G ❑carciad ManRama.e D.ra>'y S 411. f111 C3 ❑Muk Sg,men Plwl9ed a$0 Oct ❑Muh9graen RYpbYtl Dal ye i=i Postage $0.55 C3 263BJO ky 08/1 Mail e SUNSEEACH TWIN LAKES ed Ma hRestrid Rl 435 W SHORELINE DRIVE Receipt ror oM1 SUNSET BEACH, NC 28468 Confirmation Delivery Postal D MAIL"' RECEIPT ul I. Only " m4.0 r 0cag� qi Fgp�4.* 6, 469 m a ' $3.55 0410 Ln 0911 rvices ess(aeakaw,amMI ❑Rstum Receipt NWOOPd [3RMam Receipt tGeatraniq) i�1L36'-- Poemlerk r3 QCMMINI Mali RaHatxi D i to nn Here QMult Senanre Re9uxed S I_ — [] Mua syatum Rmt,kted Dsisa y Pastage 0 263BJ00401 08/14/2020 o YARB1W1%H RALPH F 73 PO BOX 7057 ru r OCEAN ISLE BEACH, NC 28469 PS Form 3811, July 2015 PSN 7530.02,-000-9053 different from item 17 u yes ary address below: ❑ No PS Form 3811, July 2015 PSN 7530-02-000-9053 ti m CerGiled Meil Fee -D s Ul a SeNjoes & FeAlll(rJack LMGM ❑Return RecNpt PerdooFN r r 9 ❑H 11 R.111l .niy 1 C3 0 ❑C ifld Mail Rea0 lM De" 1 O 0.0.1i, R.1irse t a ft sier.axe RaNrulld DW"t C3 Postage $0.55 �nt O Addressee led Name) C. Date of Delivery 0470 I i ress differentfrom Rem 17 ❑ Yes slivery address below: ❑ No POlkrladt r� Postmark Here 11 ❑ Pdority Mail EMprees® ❑ Regsleed Mal - Delivery ❑ Reepplstered Mall Restrictet Deeve y clad Delivery ❑ Retum Receipt for MomheMlse Restricted Delivery O Signature ConffMatlon- ❑ Signature Confirmation )led Delivery Restricted Delivery Domestic Return Receipt ❑ Agent dre d arrre) C. DaJ6 of of DDq � ❑ No I o r263BJ002 08/14/2020 : at FABRA+-RAIIY SSB HOUSE LLC ❑ Priority Man Expmssm D Registered Mall*" El Express® ❑ Re4stared Melr" O d Delivery ❑ 111 lered Mall Resldcte 1 pu 11612 W MIST TERRACE D Rotl sred Mall RWMCtW oeftve y o DelMay ❑ Sa Recelplfor M1 Merche1 al pgltypry O Signature Confinnetior, O Signature Confirmation �Wery Restdcted Delivery IMN sti OVERLAND PARK KS 66214 ........... " De e" x :tad Delivery ❑ Return Receipt for Merchandise �M ......_._._- ❑SI nature ConfirmauonTM Restdgetl Delivery 9 mabon ❑ Signature Delivery - r led Delivery Restricted Delivery Domestic Return Receipt PS Form 3811, July 2015 PSN 7530-02-000-9053 ttafttfrillirfDomToZIu'nReceinij a CERTIFIED► N co i Domestic Mail Only m Sbu UY'r-i -71 IL USE m C•rffiedMN Fail $3.55 0470 Ln s 11 Ext. Services 6,addn.. r.q ❑ Realm Raoe,vxrd.,) 4, ❑ReLm 0 o Re<elpt!.IecaMID) •� ❑C.dMed Mai Resrnc ad DeIY..Y � sn _ ran PVI•Ilerk HIM C3 ❑munslgcmu<e Required • ❑kale SDnnve Pe.bkled D.Onry � Er Ioeb9e $0.55 C3 263BJ005 08/1Q2020 SMITH CAWES L JR ti 502 E MAIN ST ti SUNSET BEACH, NC 28468 • orm,3'811. July 2015 PSN 7530-02-000-9053 i PostalERTI I� e IL�) RECEIPT til� Domesticonly in 0470 ,� eaMr�w&dc..mar= rvices411 ❑ReNm P.anr lrumdgry 11 C3 O ❑Rehm Re,Npt OCaMllp Mes R..ek r•t WI, � Poe(rnaft r3 0A ft ysaagpeap �" p�•esgr.eRweM„owr•yi Here C3 t0.55 263BJ01001 SUNSET BEAM TWIN LAKES 08/4/2020 435 W SHORELINE DRIVE SUNSET BEACH, NC 28468 PS Form 381" r-"-- 2015 pSM 7530.02-000-9053. q ❑ Agent n Rem 1? u ys� below: p NO ❑ Priority Mall Diesel ❑ Registered Mell*a Delivery Cl Regglate DerWeryretl Mail Restricts ,livery ❑ Return Receipt for Merchandise .ad Delivery- ❑ Signature ConfinnatkaiTM ❑ signature Confnmation. (very Restricted Delivery Postal . . Domestic m iS s - U 0CAtn; IS1a P.e7764�. S F -0 Certified Mail Fee $ _i. -0470 �.ces&Faes,.n u7 Sir rti ❑RNePMwtl[oFvlO❑Paean Paeronkl0 cenfi mwlRro4c Dal Here I7 ❑edud 519naRre Ppu4q aeuk s, .o.. R.wss oW O+rq. OMP P 3BJ0048255 IC3Er 08/14/211120 504 EASMAi1N STREET CONDO N s ASSO � s PO BOX 7057 r OCEAN ISLE BEACH, NC 28469 --------------{ Domestic Retum Receipt f PS Form 3811, July 2015 PSN 7530-02-000-9053 Date below. ❑ No I rdcted Delivery ❑ Signature Confma ❑ Signature Confirm¢ Delivery Restricted Delivery Domestic Retum Rec rs�t -d aF A m ce D ea Melt Fee $3.55 Ln � ices& 6e6fMdkaeLe•rhs�ipP� ❑iktum Pe Npt (rerdcogj e ❑PeWm Pedelpl l.'eetrnic) i� C3 ❑c.dm.d rwrn«uk+ed oalvey i .LI C3 �imrr slOvnre ReguNd �� ❑Molt 9gretun Pwbided Dwv.ry � D� P«wa $0.55 ❑ Pdoft Mall Express® ❑ Registered MallTM bitted Delivery ❑ Registered Mail Reshictec Delivery :led Delivery ❑ Return Receipt for Merchandise Resuicaso Delivery O Signature Confirr lonTM ❑ Signature Confemadon ted Delivery Restricted Delivery Domestic Return Recelpt wo/ow �M •� ❑ Addresse nted Name) 10 . Date Deliver 0470 11 Iress differem from dam 1? ❑ Vas elivery address below: ❑ No PON Will Here 08/14/2020 ❑ Priority Mail Express® O ❑ Registered Mall"' N 106 ELGIN DR De very ❑Reg ste eel Met Resdo t C3GREENSBORO, NC 27410 De ,very M1 ❑ Return Receipt for Delivery MercheMl9e elivery D [ad DSignature Confirmation^ ❑ Signature Confirmation Delivery Restril Delivery PS Form 3811,JuIy 2015 P,$N7¢39-p2_-0P,9p¢3,.. ,Itt,,,tt,,,,,� I@fpRtic qe{4?!fl4F6!Ri 0 263BJ00601 C3 WEIKEL MMM ETVIR r . Pob...f Service'" RTIFIED MAIL° RECEIPT estic Mail Onlycllvery information, visit our website at wrvw.usps.com e teetfaffe3iT11T 7 m MW f3 V • r rn C3 ❑CertnIeE FLil RenrkLtl Dell-y i C3 ❑rwun SlPr.tM Rpubee ! r263BJ013 C3 C3 C3f'6NNA M oHARON ROAD #533 C3LOTTE, NC 28211 l I PS Forth. 3811, July 2015 PSN 753D-D2-000-9053 0470 1 1, 11 different from item livery address below: Hem F1ele U.S. Postal service rL-RTIFIED MAIL" RECEIPT ` Domestic Mail Only rvww.usps.c. For delivery information, visit our website at S m Ln u7 11 C3 u,un:,n �...w v,..wn, {� Pwb� p R. RxMpt lwxae3q tlr5 fe} Here C3 �G,efiM Mail HestrbbEO,MaIY { C3 ❑MeK%,.tum R.RWad ! — �MWtagnmraR,YdeYaOMY { Ir post'°° $0.55 08114/�020 C3 263BJ014 GEKAS Y CULLER AND C/O rail GEKAS NAN NANCY CULLER N 400 AVINGER LANE #806 - DAVIDSON, NC 28036 i PS Form 3811, July 2015 P5 53�-Q �-000.90. I - ❑ Priority Met Express® ❑ Registered Mail` - ad Delivery ❑ Registered Mail Renticla Delivery Delivery 0 Return nMerchtlpt� ise ricted Delivery In Signature ConfumationTM ❑ Signature Confirmation Delivery Restricted Delivery N MAW= S m ea Mall Re. L3.5 5 04 r service, bu.eere,of 10 A C3 ❑R Re.Wlredcaaei ❑R.Em R.wlpl(MVLaaQ { PaetmaRc C3 ❑C.NeraWRwekw D.rvey t $Q ,CID Here C3 I7aaksbaaue Rra►ee ice_ pamastla�..woremo.lty t Ir 263BJ011 '55 C3 08/14/7 C3 308 EASTW&W STREET C3 CONDOMINIUM AS - % CHARLES C3 R LAYER TRUSTEE ---- r` 4 THORNWOOD CT .---- T A YF AXTV1 TR C!' 7071 n Domestic Return Receipt PS Form , July 2015 PSN 7530-02-000-9053 ❑ Agent Pt -r- ' tad Nenre) C. D of eli lelivery address below: ❑ No ❑ Priority Mail Express® Registered Mail- D.nvey I] Registered Mail Restdcta Delivery Delivery ❑ Return Receipt for Merchandise esMcred D.1very. D Signature CcnfirnodlonTM - ❑ Signature Confirmmton ted Delivery Restricted Delivery Domestic Aetum Receipt Postal OAgen{ -0 0 Domestic ,� (' �JJ O Addressee - to . - .. - •ch .fl0t p 1• pR� i R �- i M L j{ �+ V S E r '�3 ��s' ` Printed Name) C. D �erlt 13 Addressee ivery C. japte of slivery ✓ Hied Mall Fee — cc� $ 0470 it of n Rem 1? ❑ Yes m D below: ❑ No un n rea eras krRdrfia+c a�R, ress different from Rem 1? 13 ❑wwm aecepr m��m) 3��;� !_351�.'1't Pte{rrk letvery address below: o p ❑R.wm n,�gt,:,a.omq ❑Gnleai Mfln a.�nia.a Gorey ! 4fl oil lira C3 $0.90 �/dua sgnwna RrbLlM DW { o Poatege .- a0..55.......... C3 263BJ01301 08, ❑ Mail � o GILLEY W4F MAM MICHAEL ET RegistPriorityered "I'm ❑ Registered Mal`R sled Delivery ❑ Regletared Mall Restricted C3 DONNA Delivery ❑ Rettur RmeiPt for C3 4300 SHARON RD APT 533 Merchandise 6trieted Delivery ❑ Signature Comlmretirnlr• Iti CHARLOTTE, NC 28211 ❑ SignatureConfirmation . ed Delivery Restricted Delivery '-41 1 l 111 l l i r l l i 111.TT N1l W1 p t if 10 PS Form 3811, July 2015 PSN 7530-02-000-9053 ❑ Priority Mal Express® ❑ Registered M211r• ricted Delivery ❑ Registered Mall Restricte, Delivery ted Delivery 0 Return Receipt for Merchandise estocted Delivery 0 Signature ConfirmetlonTM ❑ Signature Canfinnaton :etl Delivery Restricted Delivery Domestic Return Receipt 11 .� D Domestic Mail Only m rn Gre�ilsbt7co N T#11 Y- 6 o dMauEee 53.55 7 04t0 'n M1 { 11 re Ices eas rrinoYaa,.,•1ler a ❑ Panto, nocnm t+++cop» i ❑netrnPvip,(el mac) • in��n�n C3 OwamDeny laostinark Han, O ❑❑rnesoouulrtt �� sSge�n.eeN..e RP.eucl„d c bell Ve— C3 POsl E0.55 a 263BJ02002 08/14 2020 106 EASSRUN STREET COA 106 ELGIN PLACE M1 GREENSBORO, NC 27410 PS Form 3811. July 2015 PSN 7530-02-000-M53 7 ru .. Agent "itemi? RgeM ❑ AddresN �0 ' I A L U S EMad Name) C.. Date of Delivo m Delivery 4E—(� • $3.55=11 different from Item 17 ❑ Yes Yes eaeaveorG„d•e'eq}W livery address below: ❑No No ❑rwenRlal/tt+atxy1 { .3 ❑Rteeartobtaw•+a {^--f�D�O raslmanc C3 Obeelateel Rrwletta De/.�y { n.r1 i Here C3 It p.seebre•Rwueww•wr i Cl P~ Cr so.55 08/13/r20 C3 263BJ019 I 0 ADAMS AGE LLC ❑ Pflorryseest Mail Express® 0 Ronny Mall Express® ❑ Registered MaiITM Registered MaiITM rul 202 PEACH GROVE CIR cmd Delivery ❑ D:p ryred Mail R.SMa led Delivery ❑ R Istered Mal Restricted de e E3 ELGIN, SC 29045 - bred Delivery ❑ Mau Receiptfor i DWivery ❑ Return Receipt for ____"_______ Memhanass _ Rasli tld DaINM D Signature Confirmation Moted Delivery ❑ Slgmtm ConfinnatlanTM _ ❑ Signature Confirmation ❑ Slgnetu Canfinnatlon _ ked DeWery Restricted Delivery Delivery Restricted Delivery over - - PS Form 3811,July 2015�1t$-03014�G:= ilk'I�i'{Ilill"1�' 1 9p?1uoln9vmi Domestic Return Receipt ;� - Postal MAIL"CERTIFIED RECEIPT W Domestic ar-m it >, L019p- t ❑ Addresseel,rl tr m .. t 2 • U S E anted Name) C. e of Delivery�.$3.55 M U 0470 Cs019 g (µ.��a� m MalF.e ••43..t�M1tOta�daaR1 sac eay. F�A.*tp�. 11 l7 i]YesO tlyaddrss eel Meateaae•17ey,pleaewq 3 Sfl.fll"I p belowtem dNivary Btldrea5 below: ❑NO C3,IRbMbIkMy !_Here c3C3tn rrmWea i _ C3 ❑rd�a Ma R.mese p+,.r • $0-ran awwriard aWl.eYiC3 pbWt sl•eaee ReweedC3 $0.55 ❑belt saran.e RraYbalkens 0 D 50.55 a 263BJ021 08/12/2020 ALLEN IAM T ET NANCY 263BJ019 08/1 J ` 104 EAST MAIN STREET ❑ Priority Man Expresser ❑ Registered Maly p ELMOO"Y ABNER p f SUNSET BEACH, NC 28468 f veri' ED ❑ Regletered Man Reemcted Delivery ru 5302 N OCEAN BLVD M1 ry ❑Return Receipt for M1WWery N MYRTLE BEACH, SC 29582 Merchanbise 0 51gnaure ComlrmaruonTM over ESOP ❑ Signature Confirmalon Real Delivery I,_PSForm 381' "•"• 2016 PSN 7530-02-000-gp$3 pomestic Aeturn Race PS Form 3811, July 2015 PSN 7530-02-000-9053 ❑ Agent S E Addressee tinted Name) C. Date of Delivery 0470 11 cliferent horn item 17 ❑ Yes e1Wery address bell ❑ No Postmark Hen 412020 ❑ Priority Mail Expre=s® ❑ Registered Mall- _-_--_--ricted Delivery ❑ Regatered Mal RestrictedDel ery ;tad Denvery ❑ l Reoelpt for ................_ J.terchendisa Ieadoted DelMery: 110gnature Confirmatlol ❑Signature Confrmatlon -)ed Delivery Reancted Delivery (aver S50oi atic R 1,60t 'ostal Service'" FSSEC11C TIFIFn MAIL® RECEIPT M ..Im s v' .� � ❑Agent O Wrishtsv 112 Fr Ctl N�, 480 s c �' A� U S ® dressee Nome) C. D m y Certfled Mail Fee G Printed of Weary $ rf co 0470 pl rj0 �- f z--D .A r- $ 11 different fmm Ham t? 4 Yes Extra services & Fces �nera box mti $0.55 I 263BJ022 08/11/2020 r COBURNWA G ❑ Prladty Mal E+preI v 15 AUDITORIUM CIRCLE De r WRIGHTSVILLE BEACH, NC 28480 _ L m iaery ❑ Reg ate ed Mall Restricted o Return Receiptfor r -__._._--________ Dalwary Merchandise need Delivery ❑ Signaure Confirmaion^" ❑ Signature Confirmation ^tad Delivery Restricted Delivery PS Form 3811, July 2015 PSN 7530-02-000-8053 Donn3ebo Return Receipt OIVd 3eJV150.1'S'n III II IIIIIIII I a. I C3 •. Sun�t °i h'i l(FIA L m 1=1 USE $3.1`5 0470 `D N 11 ryw.♦aoxwn,• ❑wummt.aMotMmavA C3 ❑ae.anwpttrmwxl i 4ft_filt ppa•pvk C3 por.awe.baa.a oallvsy • tn_ 01) R•r• C3 preitiye.. irwa : �;� pnea..nn Ru•lera oi,a..r e C3 Pa•ha 50.55 s 263BJ030 08/1 /2020 qg SUNSET AV& & TWIN LAKES 435 W SHORELINE DRIVE SUNSET BEACH, NC 28468 PS Forth S811, July 2015 PSN 7530-a2-000-9p53 erem from Rem t7 U Yes address below: ❑ No ❑ Prddty Mall Express® ❑ Registered Mail'a 0 Replstared Mail Rendete Delivery ❑ Return Reoapt for Merchandise ❑ S1gnaWra ConfinnatiI ❑ Signaure Confirmation Restricted Delivery Domestic Return Receipt m ❑ Agent Oi• _ ❑Addressee 0w_ , f l 5 L U aS E 7dffrt C e of Delivery C3 a$3.55 0470 11 rom item t_ sbeow orrelea, r3 ❑Reneelleawo etI pooh" C3 [3G MYMinx DdY Y i $Q 00 Rn• � p,wnav+..R,nlaea 4•Ryi C3 Pane. 50.55 -n 263BJ02�g1�5 08/13 020 ALLEN �a LJ �n1 ET NANCY ❑ Priority Mail Prress& ❑ Registered Mail- °" 3620 CAPE CENTER DR Dellvary D Registered Mall Rasiric[e o FAYETTEVILLE, NC 28304 — — Fedelivery ❑ RReeWI m R.Mpt nor r _--__-____-____. Merchandise S Fam , July 2015 PSN 7630-02-000-9053 kted Dd�, 0 Signaae Confirmation ❑ Signature Confinretlon )Nivery'. ":t)esVictetl Daiivary Domestic, Return Receipt ti U.§�.,Postal Service"' I m r9 .. • ,. -. •Ch , ❑ Agent �1 2 s ❑Ad moey j)0FPp ' it ` �,i 'y'j C IMery m 1el 0470 ) e of C3 53.55 _a r, ry.d,o,c.ee.. r tlRferem teem roam l7 U Yes pn.n.aae=wsedcavi $ Oct •n Postmark telivery address below: Ip.yJ0 C3 C3 R•viol ❑R c•lot lMb ❑ cxrlaw me, lixeeknd g♦rwm + Hare ♦3 ❑eons 9lynw.. Ragdnd + C3 ❑,ninsgrea,,.rem,mata...y+ p =r Per" $0.55 08l1 /2020 .M 263BJ025 5 MASTER ❑ Paamy Mail E,nprease Or 19 OCEAN C ASSOCIATION INC 0 Raglatered Main" band Delivery ❑ [Feolstaretl Mail Restlictac C3 5970 FAIRVIEW RD STE 710 -_---- ..__._-_ l%l ery bed Delivery 0 MerchenalI f« r CHARLOTTE, NC 28210 ❑ signature Cangrmalon•" as rk as Delivery ❑ Signature Confirmation a clad Delivery Revidcted Delivery rUd 1.16bi ker 55001 PS Form 38 , July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Postmark Here 256MA0 08/1 SUNSETS LLC 401 SUNSET BLVD S SUNSET BEACH, NC 28468 , July 2015 M7WO-0-O0D-005a postal Service'" TIFIFn MAII0 RFrFIP Domestic Mail Only Mo For delivery information, visit our website at ww IIL� Cedtfied Mail Fee a $2.85 05 r a ry des & Fees kneckaac eOtl R.tpmy 0 ❑R.m„ 0mw.oan a ❑Remnttemlp rm sa,W It $0. 0 ordmark Pt 17 ❑cemmmmar Rmmc,d-- s om o❑nunsgnne�Rw�,a : sn-nn ❑MWtSpratun naffiicht Mivrry f C3 Peerage $0.55 i 256MA02Qg245 08/13/2020 r 1708 EAST MAINT STREET CONDO r0 ASS � C 114 CEDAR TRL WINSTON SALEM, NC 27104 ant Ir � ddreaBeO r'R �"3�lZ ressee) IedlVgnre) C. Data of Delivery m d „- -. Printed Name) C. Date of Delivery p C 'as, Metl Fw t2.85 (IQ�7G different from Komi? ❑Yea tress different from item l? ❑Yes ery address below: ❑No Rc•Remd-MA s $H.00_ delivery address below. ❑No C3❑rraw Claw Recap Wcirwo a Postmark C3 QO•Mrd Mee RrMrwaDYwyit—ypto. 00� Here QldNapi.a�Ra4a.d a_ dale ser w a C3 a 256MAOIA-95 08/13/ 020 ❑ Priority Mau Express® rq DAVID MCPHERSON REVOCABLE ❑ PriorM Meil Express® ❑ Registered MallTM d Delivery ❑ Registered Mail Restricted E' rl TRUST AND ❑ Registered MaIITM �Ir.ted Delivery ❑ Registered Mail Restricted Delivery Delivery 17 Receipt for o Iti d 1806 E MAIN ST oted Delivery ❑ ReturntlReceipt for Merchandise Ranh cted Delivery ❑ Signature Conflrmetbn^^ t SUNSET BEACH, NC 28468 _-- - Menature se ResMctetl Delivery Signature Confrmation^• ❑ Signature Confinaticn IN ❑ Confirmation Ovary Restdcted Delivery RSiigenaWre -Yedm yerylil,��l'il""�11111'I1171•'!'I" -I (over S50o1 Domestic fteturn Receipt i 1, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt Postal ir�:RTIFIED MAIL"' RECEIPT /�tA CArt Ln Domestic K ❑Agent tFL7 4tl ❑Addddressee ,: L I ❑ Addressee t Name) C. Dee Del* v ry S M ,.... _ Ce tlfled Ma ree mad NamZpe� .. C. ejoo`f''Deliv ry O $3 5- i7t, J✓ T s tliffaent from item 1? rTYes M1 $ 11 dress different from item 17 ❑ Yea very address below: Co C3 C],Ya.ntt..rtdsarevA a S ❑rrm aruat•mra a Poebrwk delivery address below: ❑ No 0 C3 ❑aureWwamoee orMy a $0 00 Nrr• pa"e'n"i eRewme ! •n nn ❑Ido'"al Vktad tteweyi—wmorr C3 �2�56MA0050.55 08/12/�020 ❑ Prosy Mall Fxpress@ "a HOLT M "ML M 0 Registered Mail- gr- 1907 SUNWBROOK DR 0 P,Icrity Mail Express® ❑ Registered Mail- ed Delivery ❑ Reglstered Mail Restricted Delivery i '� o BURLINGTON, NC 27215 r-------- etr'wtetl Oellvery ❑ Reyistaed Mail Restricted I Delivery ❑ Return Receiptfor MerchandiseN Rehr cted Delivery ❑ Mfor Acted Delivery❑ Signature CoMrmegonTM `-"— - dReceipl arc Restricted Delivery 0 Signature Conflnnation'" ❑ Signature Conikmetion Delivery Restricted Delivery - ❑ Sgnature Confirmation - 1_!.. tred Delivery Restricted Delivery lly 2015 PSN 7530-02-000-9053 Domestic Return Re � PS Form 38ff, July 2015 PSN 753402-000-9053 astic Return Receipt 7, Service'" ") MA1119 ul .. rR ral ,.erne]Iu'sr Pli 2811 1 rn cewredMaar-ae o $3.55 � 0470 s it 1-1 l5dra F. (cn•teoc WMw�gpwpperl ❑M R.c..... Oila il�.4V C3 ❑wn.. R.a.iPq.xcemmi { 11 0.lI J Powerless t�0 OCItt Here 0 Ober R.vnh.0 s 0.19A QMluh Spna[sa Rutrici.tl 41Mry e p Postage $0.55 ' 256MA01401 08/12/ 020 a GREER 011106ORY S ET LINDA S Ir 20326 PINEHURST DRIVE o . CORNELIUS, NC 28031 - l` PS Form 3811, July 2015 PSN 7530-02-000-9053 U.S. Postal Service nil o RECEIPT Domestic M1 SQ1 CLPIV61V I A L U S F..ten ScantiMod ° f3.55 0470 N Eztra a t 'Des emM.a+aavwt. 11 ❑ertm iYctRaerdoePy) s .il�nr.V�lr— O ❑Mom rMr.MMkc*unbl p.f Poebrwk �CM°Itl MW re.exrd o.rwy til nn p 0�eltndun Regdraa a Hare ❑ICwrslp ear.Il•tlrlcbd D,yy e postage f0.55 .n 256MA009 08/12/ 020 " r 1602A M5$TREET EAST SB LI a C D-' ' P O BOX 829 P ` SALISBURY, NC 28145 o zzms� ❑ Agent • ❑ Ad�dree�sses r- rrq lied Name) C. Certified Mal Fee $ yrr if w�Y C3 a different from Item 1? ❑ Yes t� re Services a Fees (Meckbor.•0 pawm RR.caP, rrwawP'n very address below: pNo � o ❑RarwnR4NNf b Dolt) t ❑GrtYy-J Mal RsstrclW Wllr.y t lO O � Ow.nsmar:,aRpar•d i ❑Coen senmu,a R«o-lm,ersrlsye c Paetaire $0.55 j S .n i 256MA ❑ Phor;ty Mail E.pr..s r-1a DILLO E A III ETUX 13 Regritead Moll- Er ad Delivery ❑ Registered Mal Restricted ` 15 CYPRESS POINT DR DeMery I Delivery ❑ RM=h Recap`fw ` PINEHURST, NC 28374 Merchandise It noted Delivery ❑ Signature Comimatirl r ❑ Signature Confrmainn Delivery Restricted Delivery Domestic Return Racelpt i s PS Form 3811, July 2015 PSN 7530-02-000-9053 Lte of Delivery ❑ Addressee Me ) C. Date of Delivery U454 05 Brent from item 1? ❑ Y teas slivery address below: ❑ No Postmark fltfl ❑ Prbdry Meil Express® Registered MwlI Wery❑Registerd Mail Raetrictec t❑ Deliveryivery l:Da�l ❑ Retum Receipt for Merchandiseicted Delivery Signature Confirmatlon" ❑ Signature Confirmation 1�ed Delivery Reatrided Delivery Domestic Return Recelpt I All 3ECTION • Postal IS ERTIFIED MAILD RECEIPT Fted ❑ Agent ED Domestic ❑ Addressee Ln - - ant ame C. Date of Delivery C O',J1yr, �up� - � �Uv — LZ ❑ Addressee M "' m CPrinted Neme) C. Date of Delivery Ld- losso"❑ yes _a 3 113.55 _ I �j j�'JQF.22 silvery❑ No j M1 Meart, 11 yress different from item i? ❑Yes O Rm•aq,a4�tar,rrxgf s delivery address below: ❑ No ❑Iwme•orbr(a toff Po" "N O� rpisesse t— Here C3C3 P256MA0130108/12/2aryMail Exprasse a ❑ Raglatared Mall- SUNNYAWHOLDINGS LLC ❑ Priadty Mal Express® 'tied OelNery ❑ Rleered Mail Reatdcttd D" & 877 RED FOX LN ❑ Registered Mail* - "'Very _ Delivery ❑ R letered Mail Restricted sd Delivery ❑ Reum Receipt for C3 CONCORD, NC 28025 ------ DG1ery Merchandise (� ed Delivery ❑ Rat. Receipt fw Circled Delivery ❑ Sgnature CongnnetionTM ------------- Merchentlba O Signature Confirmation Restricted Dalvery ❑ signature Confirmation^" ]Delivery Raeoioted Dellvery ❑ signature Confinmaton 1 btetl Delivery Ressia d Delivery PS Form si311, July2015 PSN 7530-02-D0Q9059 Domestic Return Receipt over 5 _. PS Form 3811, July 2015 PSN Domestic Return Receipt or fn go m ... a onVTA •L o Iw'"e" $3.55 .n $ 1` tv+wnac.mr..iy ❑RMm Rgyl olexxviol t C3 ❑RNnRegpt <Nr*.nw) mM /—$0.�0— p p ❑c.mlwrnaRrhs.ao.r..y s sn-nn p ❑wnsbr.. ar:n.a ! t.�. ^races ❑wnegr,r•rt.raea ni,.i. t p POstme $0.55 256MA01 1 WE 1.9 SUNSET S PARTNERS LLC - 5. JAY LUCAS M1 445 LAKE SHORE DRIVE SUNSET BEACH, NC 28468 -D r . rl y- -1 L USE mm Cori Mail F. 0459 f Erse rvicash sea (UW aacM� 05 ORnum Recast Owdl e p prVOim RecelPt lelectmnk) $ PWERYI[ p ❑seam Mal Resinden nelrvery e ownaipR uP� ZRvireu s sn_nn ""' p Own ap•w,s %m-ed omlvery I p rar,ga $C455 D 08/13/2020 a 256MA0NG115 Q. 1826 MAIN STREET EAST COA 1 � 445 LAKE SHORE DRIVE r SUNSET BEACH, NC 28468 yPs FDrm 3811, J y y y 15 PSN 753D-02-0tr9(W. ■ I "CERTIFIED O RECEIP ❑Agent ,a e' il Only ❑ Addressee ./ , .. .. r .aro-. rimed Name) C. Date of Delivery '� tress ❑ ditmnt from hem 1? Yes !delivery adders below. ❑ No t 15 $ US •i� a❑R.a.a ❑Wem R•Prb s'q ReoagrlYwamntl Parr Izi ❑clailwM.oarnoereo.rwy / I i men, ' E3 ❑w119pupnReWad i ln.M 1 ❑wnsiP•tu. R.nlm o.11wyt o Rsetme $0.55 7m 08/13/20 0 256M AAM _1 I ❑ PrioRegistered Main- ❑ Registered Mail R rsfiicted Delivery ❑ Re leteretl Mail Rastrated .. Deb°e" D-' i< sea SUNRISE PARTNERS DaDvery D Return Receipt for '3 445 LAKE SHORE DRIVE rated Merchandise p SYa SUNSET BEACH, NC 28468 Restricted Delivery D Signature ConfirmetlonTM �M% - ❑ Signature Cominnatlon DeNvery Restricted Delivery Domestic Return Receip over Forth 3811. July 2015 PSN 7530-02-000-9053 ----------___._ S ! - �1_' ❑ Addressee (Printed Name) C. Date of Delivery s CV(Ii IS t`f.2d'"- cress d'dfer�lt from hem 1? ❑ Yes delivery address below: ❑ No Ill Express® i MailTM i Mail Restrlctec pelpt for ise Confnnaticn*• COMnnaticn ti ❑ Agera ❑ Addressee Printed Name) I C. Distill Delivery Tress different from aern 1? O Yea pelivery address below: ❑ No ❑ Priority Mail Express® ❑ Registered Mail' Delivery ❑ Registered Mail Raatrlotetl De ivery illvery ❑ Return Receipt fro Merchandise ed Delivery 0 Signature ConfrmetlonTM ❑ Signature Confrmffiian Ivory Iastdcted Delivery .-. —astic Return Receipt Ln e, • m ❑ Agent RJ • uR n r • L i i C? nted Name) C. Dane of Delivery r3 $3.55 V `70459 'n $ $2.85 U5 O rasa different from Rem 1? ❑ Yes elivery address below: ❑No r3 ❑Kasen neoake lrYaenie t� U P*sbwk C3 ❑e•Mee LlW llrbYllDMf t riL. Here C3 ❑MUR81piWee Mp1W $ to 00 praiateor.ewrkewtlLdry i C3 Postage f0.55 OS/13/ 020 13 �S Ir �j PRIC LO ARTNERS LLC o - /o ❑ ProrftyMall F ynsS® ❑ Registered Mail- LUCAS ctxt Delivery ❑ Registered Mail ResMctetl t= 445 LAKE SHORE DRIVE jcred Delivery M Return Recelpt for r` SUNSET BEACH, NC 28468 - Merchandise - ❑ Signature Cordlnna0on� Readc,ed Delvey ❑ Signature D0liverlatpn ttetl Delivery Restricted Delivery ps Fortin :RAyc2015 PSN. 7530-02-000-9053 Domestic Return Receipt Postal 0 u'I Domestic mail Only pn Uof3.55 tie_ Fee ee" �14�9-aNceB iFe9e itlrKtaaieW be 05t.Wl os'tjC014099 Rwaawl tC3acal (eawciyq i D*.y i sn_nn PostmarkaMMlRra Rene�.aae R.aw�.e i•x..wmmwo.•.y sto a 256MA(�l 08/13/ 1706 EAS� 020 MAIN STREET COA r 2905 BITTING ROAD j C3 ` WINSTON SALEM, NC 27104 7 PS Form 3811, J0ly 2015 PSN 7630-02-000-9053 •Agent mL USE o CertHfedMaeFee f3.55 0459 D $ 19.89 05 f� cee eec (cnaoteoc era kapYxy ❑Room Raceq lR.�vPn i O ❑ReWrn walx (M�6d+b) i— Pabllrk ❑Caonea MWIRue Woairey i 411-(In Here. O ❑Mhakaraurs Rpuxad 5 t�5n� ❑nmrsp•Mre wmmrd o.lnrr s C3 Pw�e f0.55 0 256MAo 0�S 08/13/ 020 a 1824 EA�� hAIN STREET CONDO rq ASSO C3 445 LAKE SHORE DRIVE SUNSET BEACH, NC 28468 -------- PS Form 3811, July 2015 PSN 7530-02-000-9053 rwa tverne/ G. Date of Delivery 9. mr. z e. ss different from Rem l? ❑ Yes livery address below: ❑ No 3i1"4in9 �?d ❑ Priority Mal Express® Cad Deli O Registered Ma)lTM Delivery ❑ Registered Mall Restricted De rvery t Dellvery ❑ Return RecaPtfor Merchandise Welted Delivery ❑ Signature CongrmetlonTM ❑ Signature Confirmation Delivery Restricted Delivery Domestic Return Receipt gent ❑ Addressee (Printed Name) C. Date of Delivery dress different from Rem 17 ❑ Yes delivery address below: ❑ No �I- • i stal Service` Fs MAIL& RECEIPT C3 Domestic � mune. enr ` 7 {J S E 3 Certlnetl Mall Fee f 3. 55 U459 f Dille Oft. wa Aui11 i OS C3 Q 0 Mail �d`�itl rtYnRewwq pLr�y *ME O,wxahrm R.ww $. PoelnLulr . ❑Muh alenaxna aaeolcbdntll,ary i -° a r 256MA0 ,q5 SUNSET NllS PARTNERS 08/13/2020 rq - LUCAS % JAY C3 445 LAKE SHORE DRIVE SUNSET BEACH, NC 28468 --— ❑ Priority Mall Express® ❑ Registered Mail- ed Delivery ❑ Registered Mall Restrctet Oexvery I Delivery ❑ Return Recelpt for Mercharx1se aided Delivery D Signature C0rf1= iW- ❑ Signature Confirmation Deliver Restricted Delivery Domestic Return Receipt V ❑ Ali ❑ Ac dnred Name) ate of ass Quarent from Rem 1? ❑ Ye; tllvery address below: ❑No ❑ PrbrXy Mail EX led Delivery Registered Mai' ❑Raagglsteretl Moir�.Js Deivery ] Delivery f] Return Receipt4 Mero Cltncted Delivery ❑Signatur. ature co Signature Corr Delivery Restricted Dalvaq Domestic Return Re 0 a m it �� ' 'f i A L USE o CeUfieat .5 0459 n { 05, M1 Extra sell. St Fees s,,eot .ww t� ❑warn woslwR�oPA .—�Tf,— ❑wnm RactiGt lNeclmnlci f•TV "�''!V� PONW M C3 ❑ CmNiee Mall Re¢nnM DaMm S .0 •,1U tNry ❑Nutt SM. Rwruirae i crl nn �Nuk 9alnae.a Hest"crW Dewvyi C3 Poetpe SC1.55 7A ral I 256MAO 44 pg�08/13/ GREER Art r&RY S ET LINDA S 020 � 20326 PINEHURST DRIVE C3 CORNELIUS, NC 28031 _ rr PS Form 3811, JuI 2015 PSN 7530-02-000-9053 3ostal Service"' TIFIFn MAII ® RF[`PIC 7 0 Agent -D ❑ AddIN il rat. ressee ,�.� se or .1. Name) C. Date of Delivery r" % a8-6'- o k'^ Imd "" Fes $3.55 0 Tress different from Rem 12 ❑ Yes M1 = �%& eae (tl.cabec edli ielivery address below: ❑No ❑warn R.Cent OlsrdooMl i C3 Owk.n n.a.bt l.laoaaual i�� r3 �Cwd4tl MW Poai baMMY i .� p.a• egr.s wmm,.d oa'Iwy i IO Postage $0.55 .A0 256MA0�,2 m m Domestic D a ro air t,l °...' C3 MWIFee $3.55 0459 M1 { ices& (Lr.aM.aG pdyrm.y.,.� OS ❑Rewm R«sip, mvdcaP,a { iV-C�P 0 ❑wean R«oipf lebcemnel i P•ehrWe ❑CeNIiM Mel deatrlG,p]DwAy i C3 OMua 519.1.1. RprYp i tQ nn ❑ Marc Sl9na[v. IM°kYd bill i .3 Postage $0.55 256MA0 LASATE�OMAS S ETUX US/13/ 020 °a 62 FOUR CORNERS IN R BROADWAY, NC 27505 _ PS Form 381 1, JI 5 PSN 7530-02.000-BOSS ❑ Priority Mal Express® WOO ERT ❑ Registered Mail*m Delivery 905 FULTON STREET ad ❑ Registered Mail Restricted r�9 Delivery ❑ for 1 C3 S RAEFORD NC 28376 1 Delivery Meiechandisepi M1 , L Acted Delivery [IS ignature CorrPnnatlon"" ❑ Signature Confinnatlon Delivery Restricted Delivery ❑ Agent 4 ❑ Addressee e (Printed Name) C. Date of Delivery 045e Z- CC, ( - 05 dress different from Item 12 Yes .delivery address below: ❑ No Postmark Here 08/13/2020 Domestic Return Receipt PS Form 3811. July 20S PSN 7530-02-000-9053 ❑ Pr'roriry, Mail ap eal ❑ Registered MaIll Weed Delivery ❑ Registered Mal Restrictec Delivery rioted Delivery ❑ Return Recall Memhantllae Rea deed Delivery ❑ Signature Confimation* ❑ Signature Confirmation Delivery Restricted Delivery Domestic Return Receipt ii- U.S. Postal Service" ��I M1 i� Dol"estic mail only �T27ent O (^ ❑ Addressee -� t f nfed �/CfC). C. Dataof Delivery u e l.. o Lf6Vi LJ Pddresse DW.cr�v'911, nted Name mo -5 fled Ma r 4470 ) C. Date of Deliver eser different from Rem 12 ❑ Yes .A f r 11 • 11{ ' Slivery address below: ❑No M1 loss& eeilw oae,a11M { �sra°;eo'N different from Item 12 ❑Yes ��^�+a {�9- Postmark livery address below: ❑ No E3 ❑OraikdW RrWlsledgkly y {— I Hero O p&eaaP.ewwo•.• i t� 00 3 O�wtagrwtt wrd ww.ri C3 Pew+o. $0.55 11. 256MA06O0 08/12/1020 ❑ Pr anty Mal Express® 1610E STREET ASSO ❑ Registered Melt*^' �, a ❑ Priodly Me Express® died Delivery ❑ e�i� Mall Restricted ra 877 RED FOX IN ❑ Registered ml P M1 CONCORD, NC 28025 Wiped Delivery ❑ Regletared Mat Rea «a ad Delivery ❑ Retum Recel for O 3 Marchantlas Delivery still Delivery ❑ Signature CorrfinnatlonTM 1 r: --------------- lied Delivery' D Return Receipt for ❑ Signature Confirmation Merchandise d Delivery Restricted Delivery lestricted Dell n Signature CommaetionTM iiii.l Confrmedon Domestic Return Red p S FORI1 3811, July 2016 PSN753D-o00.9053 led Delivery issiriatep: Wtlivmy DamesYd9lsEiM'Receipt ul ,. , ,, mWiI�D�;SpT H L {J a� i C3 a a i $3.55 n i kfiadr oo+. •do' hr Yip. ■,iN ❑R.tun n,uVt TasmeP/ i il� Cr�J C3 ❑fiepan anaelpr Nleseos14 i poorniit ❑aall.d A4f Rrakkt,d ors,sy s in-nn Hen, C3pMmab.e.ewWna i •—�.tnn Ours elarmea wdaPrd ofwerr s C3 P«aa. 5U.55 256MA011 08/12120: PARADISNFibPERTIES BEACH D" OWNERS 0 959 WELLINGTON RD M1 WINSTON SALEM, NC 27106 -- ova PS Form 3811, July 2015 PSN 7530-02-000- 0053 i 1 dress different from Item delivery address below: Postal .D DomesticcD M1 a rn "Se „:OC y, Q/k U 6 E C3 c«GtsdMelIF- $3.55 0459 M1Fi �ecelceOMml s 05 9es ��Mu�p"p�yy ecalptttkdwv.1 f '4'•t.t R,rery -U tykeOeureequinq $t�^c"— as0.55aA0�QCIS/13/2020 SOI MkDLEY D ETUX D' 343 CROSSING cIR C3 CASTLE PINES, CO 80108 - - - -'- M1 PS Form 3811, JDIy 2015 PSN 7530-02-000-9053 ❑ Priority Mail Express® O Registered Mall — striated Delivery D Reglsared Mail ResMeted Delivery toted Delivery D Return Recelpt for Merchandse Resaoted Delivery O Signature ConfimiationTM D Signature Confirmation dted Delivery Restricted Delivery Domestic Return Receipt C. Date of Delivery event from item 17 address below: Mr M1 M M1 farovaectl ❑iwnxrpg■msp,i s ❑darn arte4t lfrrrnerllel i C3 E3 ❑CeWlyd Mi Rrelded art srV • C3 R•e•ad i C3r•aa•n..vkud 0Mft 81pSigree,e gMlvyi C3 Postage SU.5 �D 256MAO%o U8/1 1602 MAIN STREET EAST ASSO D" 602 S FULTON ST C3 SALISBURY, NC 28144 M1 PS Form 3811, JDIy 2015 PSN 7530-0 - - P**=k llrf• r.. 'find Mal Fee $3.55 04n -D $ M1 services&Fees (a•dnau •mreeW ❑Pe4:rn Rece�Ptl�'e� �;"� ❑Retwn qe«iP, (elemm�kl i'U • ❑GrtIfie4 Mall Pes:ncled CeYvay i eU•UU Postmark Rene � -3 �,e M�fts,nat�Reulre $ SriUn OmW Sgr m Ramat ] pellwy i Poelage S l c` E3 .... ❑ Priority Mail Express® I- S 080 ❑ Registered Mail- '-0 256MA0lcmr� ❑ Registored Mail Restrcted ri Delivery1616 EAST MAIN STREET COA Return ❑ ReeturnReceipt for IT Merchandise 445 LAKE SHORE DRIVE ❑ Signature ConfirmaticnTM O , D Sigas azurictre r SUNSET BEACH, NC 28468 Delivery Domestic Return Receipt .I ❑ Agent n ' I Iress different from item 14 ❑ Yes *ivery address below: ❑ No ❑ Priority Mail Express® ❑ Registered Mail^' ad Delivery ❑ Registered Mail Restricted Delivery ed Delivery 0 Return Recelpt for - Merchandise ieetrkted Delivery ❑ Signature ConfinnagonTM ❑ Signature Confirmation isdi Delivery Restricted Delivery Domestic Return Receipt I Name) I C. Date of Delivery ,threes different from Item 17 LJ Ya: delivery address below: ❑ No ❑ Priority Mail Express® ❑ Registered Mail- stricted Delivery ❑ Ratiisleretl Mall Restricted Delivery lcled Delivery ❑ Return Receipt for Merchandise Restricted Delivery D Signature Conitrmatlonnv ❑ Signature Confirmation :red Delivery Restricted Delivery , July 2015 PSN 7530-02-000-9053 Domestic Return Receipt CERTIFIED o RECEIPT a Domestic 1J Slimy ' 1 1AL U SE � CerffedM•fre• $3.55 0459 s 05 ces ra.u<ao..emnyqprrw ❑Ream Recapl ttu,dmpn i � ❑ Re[um PeceiM (eleccmnlc) {� Po{all{Ik ❑cenrtad Ma, Rer=n Dehay { )U•UU Hers �rWuh Synetun R�m,M { $0 000 �Mult SW R DIrNYy { $0.55 08J13 2020 r .13 256MA03�'.q MCMAHON OMA$ B & BEATRI a M KING 75 PINECROFT ROAD ASHEVILLE, NC 28804 P4FWn13811, July 2015 PSN 7530-02-000-9053 seoipt 01W. yJ i ' R.cuptlMecew4 { -Q� peMeY aMWIR•eWc40D "t { Here cage $0.55 256MAOJ§O05 08/13 1822 EAST MAIN STREET CONDO ASSO 9 BUSBEE RD ASHEVILLE, NC 28803 PS Form 3811, JI. 5 PSN 7530-02-000-9053 ❑ Agent Ir � .IF [IAddressee M h010 ggg� F f C111 A L U ih rioted Name) C. Date of Delivery r3�� `D f3.55 ' 6An om — dress different from Item 1? Yes M1 delivery address below: ❑No 1 Owue Rea•.r7era000iY�a•r'�� r3 ❑ .e.aneoWwee{eiU i Rn no o ❑o•an.e wiRMew.d D.cw i $0.90 ❑MI1kaIpMlA nr•Ma,O May i C3 Po•tlfRe $0,g5 ^ a 256MAO, 08J1 ❑Pdodry Mail press® �f' JOHNSO DINE M reMcted Delivery ❑ Regidered Md,TM OR eeggistered Melt Reat"'to � 625 WEST PALMER MILL RD liDtetl Ddivety Dellvery ❑ RPt'°r MhdIw MONTICELLO, FL 32344 1 Restricted Delivery ❑ Signature Confmz[IonTM C3 signature Confsoetlon feted Delivery Resalcted Delivery L gent 111 ❑ Addressee Mad Name) C. CWe of Delivery 11 ress d fferem from Rem 11 ❑ Yes delivery address below: ❑ No Postaiwk Here 3 020 ❑ Priority Mall Express® ❑ Registered M.111. Incted Delivery ❑ Registered Mail Restrictec ..........-"-..._ I Delivery FDelivery ❑ Return Receipt for Memha ise d c,ed Delivery D Signature ConfmiatlonTM IDSignature Cordlrmatlm Delivery Restricted Delivery over 1 Domestic Return Receipt i PS Form 3811, July 2015 PSN 7530.02.ODO-9D.53 DOLM: tIC Return Receipt ----- t _�...,-: ,. ...--..-.e-..,Illl.lal_.d„L.IL...l.11lill..l...l,.. ti Postal K °Agent s: -CERTIFIED MAIL oRECEIPT Domestic ❑ Addressee � (PTInted Name)) C. Date of Delivery 7 C3 - - _ - �/ ° Agent C'� D _ r ❑ Addressee rags different from Rem I? ❑Yee Me f3.55 C145 do led Name) C. Date of Delivery 9' �q delivery address below: ❑ No M1 qun:eac.en �I` 0 dress afrom item 11 ° Yes pwi.n wwpt{wxwyl { deliveryaddress below: pNo C3 OR.wnf4oeia la.mwec) ! n °DMaee Me Re aces DeNaY : in -an Postmark tare o C3 ❑anmslP,m,.R.wkee a $0 go o.d awk.•R.y�ea•.-y lt — C3 Poala..1.1.1* El Priority Mail Express® ,f� �5 , ... �r �e , , , t 256MA0. 0� 0'�J13Jt2f�2(t ❑ Registered Mail^^ muted Delivery ❑ Registered Mail ResM Delivery c ed .A BITTER FOLLIOT ETALS ClPriority Mail Ixpress® Icted Delivery ❑ Return Receipt for Q' 9 BUSBEE RD ;Noted Delivery Mail— MerchandiseoMlrmatlori^° o -� - _ ❑ R Istered Mall RasMcied Fiedtrictad Delivery ❑Signature ASHEVII.LE, NC 28803 DB1V� ❑ Signature Confirmation ra- �-"---'-"--""-' ktatl Delivery ❑ Return Receipt for ted Delivery Restdaed Delivery I Merchandise Restricted th4lvr'^' ❑ `�gnatura Confirmation*• Domestic Return R eCeip' - ._tetl Delivery on iignature Co Delivery IesMcted Dellvery rver $500) PS Forth 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt -0 • . - r-1 rout f{t9 ei CMCertdiadMaIFee f3 5 111 A LLL D { (�. rv'.ces&Fees (ai.otEor,•!l�fed�eY�N ❑ibMn Receipt (M1aNcopy, {U O ❑P+nun Ra:eio4neamnk) i iV�v� M ❑Cruses NW Resenea DW" C3 ❑Muhslgrenw5acium i $0 00l0 0 ❑Muh egr,aWeRreb400rM/i c p°"'g° f0.55 256MAO�a� I C TEASURES LLC 5348 S NC 62 o BURLINGTON, NC 27215 F� L 1J • . - n �r PPR,'Do (1l,iv n ed Mail Free ' c -0 f3.S,+ 08/1 FDA — Has 7 ❑wMn Raq+r l•emn.+0 i ffl-I III Poartudt j�aierew wwlcrd D•wy { !(5_ rl Hare D�au{aa+a•e R.wh.e { p•astissrrs.. R.rmoua imi y{ :j post'ge $0.55 256MA001 08/12/21 a $ HILL 13108"MR. F ETUX r sen P O BOX 2610 + GREENSBORO, NC 27402 ti i 1 ❑ Agent I ❑ Addre Date of Delivery 05 fress dHferant from item 17 ❑Yee pelivery address below: ❑ No 11 ❑ Pnodly Mall Express® ❑ Reglatered MailTM ed Delivery ❑ Registered Mall Restricts Deliver, Delivery ❑ Return Recelptfor Merchandise Voted Delivery 0 Signature ConflrmationTM ❑ Signature Confirmaton Delivery Restricted Delivery Domestic Mail C For dehvery mfom. ve n ' CIA L im s« f3.55 -n r- ❑ e.nR.�a aaaPnnw.mpN.ne C3 ❑RwnRarptlWeLmW i 0 pGtlwwRrwtweDrwy i C3 O•eeiwsh•rraa.a { $U 00 C3 �aeltYpnMRrekadd wiy{ C3 IpoealiP $0.55 I ._n0 256MAO R CAROLI CORAL LLC 15205 GRANT ST rq o OVERLAND PARK, KS 66221 171 Pawni k Has 08/132020 Domestic Return Receipt PS Form 3811, July 2015 PSN 7530-02-000-9053 1 PostalLi C11. CERTIFIED o RECEIPT c ❑ Agent Ln rn Domestic Mail Only O Addressee -• doted N e) C. Da a of livery t9 ' �� r3 sa s 0459 Iress different from item 17 ❑Yes „D $2. 05 ielivery address below: C3 No IIti nice, Fees (cMntm,.eew. 1 ❑R•a R�p1ma oPn {0 1 O ❑R,wro R«eingeieotmrvol i Pea n¢ o ❑Grtniec Mmi Re,mn•a ow..y s� i on Ha s C3 ❑04hel9nlu q ed -an pynnslewa.wmlaad o•w.y{ tm Ppsngs — 256MA017f@.45 08/13/2020 p`Mail °:e'®—o a;. 1702 EAST MAIN STREET COA Reg�e iMcted Delivery ❑ Repbtemd Me" Resrkted v 5348 S NC 62 nary r '_---_--------------- cteel Delivery O Return Receipt for $URLINGTON, NC 27215 Merchandise I'` ------ '------------- Restricted Delivery ❑ Signature Confrmatiwo ❑ Signature Confirmation :tact D.W. Restricted Delivery �••rar•sl • ❑ Addreesee Printed Name) C. Date of Delivery Iress differbnt from item 12 ❑ Yes ielivery address below: ❑ No ❑ Prienty Mail FxPress® ❑ Registered Ma;F. elivery❑ Reylsteretl Mail Resrictec Delivery'very ❑Returnmecelpttwreeld EDa`1 Delivery Signature Confirmations ❑ Signature Confirmation very Restricted Delivery r.. ❑ Agent {l• ❑ Addressee s) C. Date of Delivery different from Item 17 u Yes wry address below: ❑ No ❑ Prionty, Mail Express® ❑ Registered Mall'"' lncted Delivery ❑ Registered Mall Restricts Delivery ;ted Delivery ❑ Return Receipt for Merchandise testdctad Delivery ❑ Signature Confirmegorim ❑ Slgnaure Confirmation ted Delivery Restricted Dei;very July 2015 PSN 753Df Or Domestic Return Receipt PS Form 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt u 0/1e1116 zr •. fit , ,-I In' MuT1111,711 N 1 A C3 C.mfied My Pe• ��• C3.N $2.85 ..0 M1 6isirimum amG&ssftollkoijlvew e•JM OR+.naaptraowtt i—i8r88— C3 pReeeee l .M I 4ao0 t — C3 pecedM+R nw.r i C3 p.aesewnee wa+.e i—fU.QO C3 pomefePsae. wmwrdow."s o Po•ksge 0& 256MA03308.95 THE WARD REVOCABLE TRUST It 11217 JONAS RIDGE LN � RALEIGH, NC 27613 July 2015 PSN 7530-02-000-9053 Pnwr+rk Hers ❑ Agent 05 dredifferent from Item 17 ❑ Yes ss �idelivery address below: ❑ No Del ❑ Priority Mail Pxpms@ ❑ Registered Meil'"' ❑ Registered Mai Restrctec Delivery p Retm Receipt for Memhendise ❑ signatureConfirmadcn*R ❑ signatureconfirmation Restricted Delivery Postal CERTIFIED MAILP RECEIPT ... r Domestic ❑ Agent M1 am • F.IAL S ddressee Namell C. e `A Dat9Mllyery 1/�rO aM 04,9 —0 M1 ti 05 ress different from item 17 ❑ Yes rNces ees kl.erAsac edJMr1 Paebrlifk lelivery address below. No 1119 C3❑R.een C3 Wwet(eevuvep i lim C3 ❑cenneaemiRWlcWlaenwy ❑eeW 9p�Yun Reaulee i •n nA C3 p•awsiaen.. wmu.e oea yi C3 PaYege $0.55 �D 256MAQ 08/13/2 2F' ALAP LLC- C/O JEANETTE ❑ Priority Mail Express® Er Er 8 MCARTHY ❑ Registered Mall - Acted Delivery ❑Refivee dMall Resrcter C3 245 LONG COVE CT ---__-_-.___ Return nee Delivery ❑ Return Receipt for SUNSET, SC 29685 ----- --- Merchandisa restricted Delivery L1 Signature Confirmation"^ ❑ Signature Confirmation 1 ed Delivery Restricted Delivery Domestic Return Receipt I PS Fowl 3811, July 2015 PSN 7530-02-000-9053 postal Service'" TIFIFD MAII® RFCFIP rn my "CFF iAL USE °"te"RBe $3.55 0459 ° M1 $ 05 t7 fblum flaceiRv 0l TUEcopye opy,mtber,eefM vr�W ❑ ) C3 C3 ❑Return Recamr few xmmtl t ❑c« " Mer. Rw,nnee oeivvry t trl-rill PO�Yr0 RO• ❑neunSlret Re Ou ice_ p,.eun samw. aemtt.e DWO, o Po•taga f0.55 '- -a 08/13l202i1 256MAOJI95 THE W)M REVOCABLE TRUST r°-i 11217 JONAS RIDGE LN ^� M1 I RALEIGH, NC 27613 Domestic Return Receipt I ❑ Agent 4 different from item 17 ❑ Yes !ry address below: ❑No 1 I u Priority Mal apr�- . ❑ Registered MaiPa etl Delivery ❑ Regisered Mal Restricted Delivery 1 Delivery ❑ Return Receipt for Merchandise rided Deivery ❑ Signature Conp matim- ❑ SignatureConfirmation Del" Restricted Deltvary PS Form 3511, Julyy2015. PSN 7530-02.000-9053 estic Return Recelot Town Beach South...: _._ak (AMA Permit Modification Pmpe"Owner Notification List Nam Add— PMeieal Add— SIN CeAfied TrseYion # Dace Delivered Notes SUNSETBEACH TWINLAKES 435 W SHORELINE DRIVE 9017 1450 00012182 4896 V14/2020 SUNSETBEACH TWINLAKES 435 W SHORELINE DRIVE 7020 0090 0001 5634 4313 8/17/2020 FABREY FAMILY SSB HOUSE LLC 11612 W JOIST TERRACE E. MAIN 508 70200090000156344320 W17/2020 HUNT MARY WHALEY PHILLIPS 322 MCRAE ST E. MAIN 506 7020 0090 0001 5634 4337 U18/2020 Delivery attempted 8-17 & 8-18, pate netl to Town DRISCOLL JOSEPH D ETUX 125 MEZERA RD E. MAIN 504 70200090000156344344 MV2020 YARBROUGH RALPH F PO BOX 7057 E. MAIN 5047020 W90 0001 5634 4351 8/IS/2020 504 EAST MAIN STREET CONDO ASSO PO BOX 9057 7020 0090 OODI 5634 4368 81I812020 SMITH CHARLES L JR 502 EMAIN ST E. MAIN 502 7020 0090 00015634 43 82 8119203D WEIKEL INES M EIVIR 106 ELGIN DR E. MAIN 409 70200090000156344405 WM03D WEIKEL INES M ETVIR 106 ELGIN DR E. MAIN 4087020ONO 0001 5634 4412 W17/2020 408 EAST MAIN STREET CONDO ASSO 106 ELGIN DR 7020 0090 0001 5634 4429 821/2020 PARADISE WEST -%TOM FERRELL 315 BEECHCLIFF CT E. MAIN 4067020 M90 00015634 4436 81M020 CRAIGJAMES AVERY III TRUSTEE 883 AMSTERDAM AVE NE E. MAIN 4N 7020 0090 0001 5634 4443 9=Z020 Sept 2, out for delivery WILLIAMS DONALD L ETUX 54 FIRECREEK DR E. MAIN 402 7020 W90 0001 5634 4450 8117/202D BROWNING CHANDLER CRAIG ETUX 1005 STRADSMRE DR E. MAIN 402 70200090000156344467 SIMON Held at past office at recipients request 402 EAST MAIN STREET CA INC 713 SUNSET MOUNTAIN DR 7020 0090 0001 5634 4474 821/2020 SUNSET BEACH TWINLAKES 435 W SHORELINE DRIVE 7020 W90 0001 5634 4481 8/1T2020 SUNSETBEACH TWINLAKES 435 W SHORELINE DRIVE 7020 W90 0001 5634 4498 8IM020 WALZ GARY R ETUX 3412 RIDGEWOOD DR E. MAIN 308 7020 0090 00015634 4504 8292020 WALZ GARY R ETUX 3412 RIDGEWOOD DR E. MAIN 308 7020 0090 0001 5634 4511 81171202D Held an paat.ffi. avecipimtsrequest 308 EAST MAIN STREET CONDOMINIUM AS-%CHARLESR LA 4THORNWOOD CT 7020 0090 0001 56344526 W17/2020 BOBBY JOE MCCREARY REVOCABLE TRUST 1473 KNOLLS DR E. MAIN 306 7020 0090 00015634 4535 8/19aO20 GILLEY DONNA 4300 SHARON ROAD 9533 E. MAIN 30470200090000156344542 8/18fZ020 GILLEY WILLIAM MICHAEL ET DONNA 4300 SHARON RD APT 533 170200090000156344566 8/IS/2020 GEKAS NANCY CULLER AND C/O GEKAS NANCY CULLER 400 AVINGER LANE#806 E. MAIN 302 7020 000 0001 5634 4573 8/17/2020 SSBCO LLC PO BOX 460 E. MAIN 208 7020 0090 0001 56344580 9/17/2020 Available for pickup SPIREK ANITA J AND 583020TH STN E. MAIN 206 70200090000156344597 B2012020 LADYZINSKI JOHN A ET MELINDA S 19 DOGGETT CT E. MAIN 204 7020 0090 0001 5634 4603 8/182020 Notice Ldt no authori dmcipient LADYZINSKI JOHN A ET MELINDA S 19 DOGGETT CT 7020 0090 0001 5634 4610 120/2020 ADAMS COTTAGE LLC 202 PEACH GROVE CIR E. MAIN 202 7020009000015634 4627 91152020 ELMOREJUDYABNER 5302 N OCEAN BLVD 7020 0090 0001 5634 4399 8/192020 WEIKEL INES & JACQUELINE MORGAN 106 ELGIN PLACE E. MAIN 106 7019 1640 DODO 7603 0921 I21=20 PARKER JOHN GURNEY ETUX 3IBIS CIR E. MAIN 106 7019 16,10 0000 7603 107 8/17/2020 Available for pickup 106 EAST MAIN STREET COA 106 ELGIN PLACE 7019 16,40 0000 7603 0839 8/IT20N ALLEN WILLIAMTET NANCYI 104 EAST MAIN STREET E. MAIN IN 7019 1640 0000 7603 0938 R/142020 ALLEN WILLI" ET NANCY 3620 CAPE CENTER DR E. MAIN 10470191 NO 0000 7603 1034 W17/2020 BEACH WALKER HOA INC -%WILLIAM &NANCY ALLEN 3620 CAPE CENTER DR 70191 NO 0000 7603 0846 V15/2020 COBURN ANNG IS AUDITORIUM CIRCLE E. MAIN 102 7019 16,10 0000 7603 0945 8/142020 COBURN ANNG 15 AUDITORIUM CIRCLE 70191640 OOOO 7603 IN) MM020 OCEAN RIDGE MASTER ASSOCIATION INC 5970 FAIRVIEW RD STE 910 E. MAIN 8 7019 1640 0000 7603 0853 8/192020 MNGFISH BAY DEVELOPMENT LLC 1228 MNGFISH BLVD 70191 NO 0000 7603 0952 e/192020 SUNSET BEACH TOWN OF 700 SUNSET BLVDN E. MAIN 700 7019 INO 0000 7603 1065 8202U20 SUNSET BEACH &MIN LAKES 435 W SHORELINE DRIVE W. MAIN 1 7019 16,10 0000 7603 0860 8/142020 NORMS B HARBOLD JR IRR FAM TRUST -% MARGARET BLAIN 3137 CHAMPAIGN ST E. MAIN 1414 7019 IW 0000 7603 0969 B/182020 KOWTONIUK WALTER V ET CAROL E 201 GARDNER STREET E. MAIN 1412 7019 1640 0000 7603 1058 B/IM020 FAMILY AFFAIR HOLDINGS LLC 322 HALES WOOD RD E. MAIN 1410 70191640 0000 2603 0897 8/15/2020 LANG SAMUEL ETUX PAULA 993 PARK AVENUE An 9E E. MAIN 1408 7019 1640 0000 7603 0976 8/I72020 GREENVILLE-SUNSET INC - C/O SHELBY K WILLIAMS 23 FENWICK LANE E. MAIN 14067019]NO 0000 7603 1072 8222020 JAENICKE KURT ET CARLA Z 1330 KENTUCKY AVE E. MAIN 1404 7019 16,10 WOO 7603 0884 8/l42020 H B LESLIE FAMILY LIMITED PARTNERSH 10 PEITINGILL PLACE E. MAIN 1402 70191640 0000 7603 0983 8/I72020 SPORTS ENTJEAVORS INVESTMENTS LLC 431 US HWY TOA EAST E. MAIN 1318 7019 H40 0000 7603 1089 8/I72020 SUNSET BEACH LLC IBOARDMAN CT E. MAIN 1316 7019 16TO 0000 7603 0891 8/182020 PELICANS AT SUNSET LLC 301 SPRINGWOOD DR E. 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MAIN 1306 70191640000026D31126 8/I72020 Town of sunset Beach South Jenks Creek CAMA Permit Madlficalion Property Owner Notification List Address Ph sical Address Sig Certified Tracki k Date Dolivered Notes 1306 MAIN STREET CONDO ASSO 145 WESTHAVEN CIRCLE 7019 1640 0000 7603 1225 MOY2020 BLACH BUDDIES HOA 7265 SEASHELL LN U-506 7019 1640 0000 7603 1324 8/14/2020 RIZK PROPERTIES LLC 213-B EAST CRONLY ST E. MAIN 1220 7019 16,10 0000 7603 1133 1 e attempted to deliver your paclatge at 8:44 am on August 15, 2020 in LAURI NBURG, NO 28352 but could not access Me delivery location. CUNNINGHAM PROPERTIES LLC 310 WOODED LN E. MAIN 1218 7019 1640 0000 7603 1232 8/15/2020 HAYES ECTOR PATTERSON ETUX 730 RAVENS LN E. MAIN 1216 7019 1 Sue 0000 7603 1331 8/15/2020 TURLINGTON HENRY ETUX & ETALS 1600 QUAKER RIDGE POINT E. MAIN 1214 7019 1640 0000 7603'114D 8/17R020 TURLINGTON HENRY A ETUX 1600 QUAKER RIDGE PT E. 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MAIN 1610 7019 16400000 7603 1690 8262020 The delivery status of your item has not been updated as of August 26, 2D20, 2:08 am. SUNNYSIDE HOLDINGS LLC 877 RED FOX LN E. MAIN 1610 7019 16,10 0000 7603 1508 8/142020 I610 E MAIN STREET ASSO 877 RED FOX IN 7019 1 W 0000 7603 1607 8/14/2020 GREER GREGORY S ET LINDA S 20326 PINEHURST DRIVE E. MAIN 1612 7019 1 STO 0000 7603 1706 8/152020 GREER GREGORY S ET LINDA S 20326 PINEHURST DRIVE E. MAIN 1612 7019 1640 0000 7603 1515 VIU2020 1612 EAST MAIN STREET COA 20326 PINEHURST DRIVE 70191 MO 0000 7603 1614 &14/2020 MOIR RONALD JEFFREY ET USA 1225 BETHEL, ROAD E. MAIN 1614 70191610 0000 7603 1713 WW2020 DILLON CLYDE A III ETUX 15 CYPRESS POINT DR E: MAIN 1616 7019 1Me 00007603 O20 8/15/2020 SUNSET DUNES PARTNERS LLC -%JAY LUCAS 445 LAKE SHORE DRIVE E. MAIN 1616 7019164000OD76031829 8/15/2020 1616 EAST MAIN STREET COA 445 LAKE SHORE DRIVE 7019 1640 0000 7603 1928 9/15/2020 C TREASURES LLC PO BOX 131 E. 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MAIN 1 170817019 1 6,u) 0000 7603 1867 8/19/2020 The delivery status of your item has not been updated as of August 19.2020. 1:10 am. We apologize that it may arrive later than expected. 1708 EAST MAINT STREET CONDO ASSO 114 CEDAR TRL 7019 16,u) 0000 7603 1966 9/15/2020 JONES SUNSET PROPERTIES LLC ETAL-CIO MORGAN RONALE 4640 CHERRYHILL LN E, MAIN 70191 MO 00007603❑75 8/I8/2020 CAROLINACORALLLC 15205 GRANT ST E. MAIN 1710 7019 1640 0000 7603 1874 8/172020 17 10 MAIN STREET EAST COA 4640 CHERRYHILL LANE 70191640 ONO 76031973 M2020 The delivery status of your item has not been updated as of August 26, 2020. 2:06 am. We apologize that it may arrive later than expected. FULDNERCHRISTOPHERTAND 5035 STONEGATE CT E. MAIN E1718 70191 Me WOO 76031782 8/1]2020 SPELNIAN WILLIALI ET BEIIYJ 322fi ARTISAN DRIVE E. MAIN 70191 Me 0000 7603 1881 M5n020 SPELMAN WILLIAM C ET BETTY 1 3226 ARTISAN DRIVE E. 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MAIN 1834 2019161000002603045E 826/2020 Yeur item anive0 at the August 26. 020 an, NC 2830f post office at 8:40 am on August 26, 2020 and is featly for pickup. LONG LEAF PINE LLC 115 N 3RD ST STE 300 2019 1610 0000 E603 N95 8/12/2020 JILL MARIE RUNNION REV TRUST 17825 SPINNAKERS REACH DR E. MAIN 1839 E019 1640 0000 E603 0532 8/15/2020 HOWARD BEACH HOUSE LLC 125 CHESTERW00D CT 7019 16,B) 0000 7603 0464 8/15/2020 CONNER DONNA W 132E9 CATHARMN VALLEY DR E019 1640 0000 E603 0501 8110/2020 FINLEY EFARD LLC 12FOS CHELSEA CIRCLE E. MAIN U844 7019 16,10 0000 7603 0549 823/2020 TENDLER DAVID A ETUX 132 LYTHAM LANE E. MAIN 1846,7019 16,10 0000 7603 N71 825/2020 MCCUENTATIANAPAND 205 TUSCAR0RA RD i 7019 1640 0000 7603 05 18 i V15/2020 JAMES M ROSS HEIRS -° o LYNDA R BRIDGER 15313 GERMAINE TER 1 170191640000076030556 e/18/2020 ROSS FRANK HOWARD 13727 CYPRESS CLUB DR 1 17019 1640000076030OSS 8/17/2020Notice Left(No Authorized Recipient Available) WILLIAMSON ODELL& BULLINGTON LADAN TRUSTEES 12CAUSEWAY 1 170191640000076030525 1 8/IE2W0 RIPARIAN PROPERTY NOTICE Town of Sunset Beach Navigation Project Maintenance Dredging of South Jinks Creek and Nearshore Material Placement The Town of Sunset Beach (Town) intends to modify the existing CAMA Permit 79-19 to allow nearshore placement of beach compatible material dredged from south Jinks Creek. Permit 79-19 allows navigational dredging in the water bodies known as south Jinks Creek, the Bay Area, and the Feeder Channel system within the Town of Sunset Beach. The modification request stems from the Town's attempts to maintain compliance with the North Carolina General Statutes and avoid property rights issues with beach front property owners. The modification only requests to change the material placement site for the beach compatible material dredged from south Jinks Creek from the beach front between 5" and 12' Street on Sunset Beach (originally authorized), to the nearshore zone between 3" and 13' Street (See Figure 1). The Town must provide this notification as part of the permitting process to all riparian property owners adjacent to the project to allow an opportunity for comment. The complete permit application may be obtained in digital format from the Town's website at www.sunsetbeachnc.eov. In addition, a hard copy may be requested from Mr. Hiram Marziano, Town Administrator, Town of Sunset Beach, 700 Sunset Blvd. N., Sunset Beach, NC 28468, (910) 579-6297, or via email at hmarziano(a sunsetbeachnc.gov. Comments on the application may be provided to Ms. Tara MacPherson, NC Division of Coastal Management (DCM) at 127 Cardinal Drive Eat., Wilmington, NC 28405-3845, 910-7%-7266 or via email at tara.macoherson nnncdenr.eov. Please note, DCM will receive comments for a 30-day period. If no comments are provided within the 30-day period, DCM will consider the response as `no objection'. Figure 1. Nearshore Placement Vicinity to Tubbs Inlet, South Jinks Creek, Feeder Channel, and the Bay Area Proiect Descrintion The Town of Sunset Beach (Town) intends to maintenance dredge south Jinks Creek, the Bay Area, and the Feeder Channel to restore navigational access to the residential canal systems. The project provides a key element for the Town and residents to manage the established navigation corridors on the east end of Sunset Beach. As part of the project, approximately 40,500 CY (cubic yards) will be placed in the nearshore as beneficial reuse material from south Jinks Creek. This modification request changes the proposed placement area for beach compatible material from the oceanfront between 5' and 12' Streets (previously permitted) to the active nearshore region between 3m and 13' Streets. The nearshore placement area initiates approximately 6,000-ft (feet) west of Tubbs Inlet and 600-ft offshore of the MHW (mean high water) contour. The nearshore site extends along a 2,000-ft long by 200-ft wide stretch of oceanfront in water depths ranging from -9-11 MLW (Mean Low Water) to -13-ft MLW. The material will also not be placed higher than the -6-ft MLW contour, to limit the potential for visual impacts and navigation concerns. The placed material can be expected to migrate in a westward direction as a function of the wave driven transport. Historically the dominant long -shore transport for Sunset Beach has progressed to the west, towards Little River Inlet. The Town chose nearshore placement of the beach material as a last option to maintain consistency with North Carolina General Statute (NCGS) 113-229, which states "Clean, beach quality material dredged from navigational channels within the active nearshore, beach or inlet shoal systems shall not be removed permanently from the active nearshore, beach or inlet shoal system". The Town explored other options such as beach placement and material stockpiling. However, these alternatives were found as either (1) not pemtittable, (2) unbuildable due to property rights concerns, or (3) did not alleviate the requirement to return the material to the Tubbs Inlet littoral complex. The Town selected the nearshore placement site between 3`d Street and 13' Street to address long term erosion impacts identified by the North Carolina Division of Coastal Management (DCM), as well as from observations from Hurricane Matthew impacts. The Town conducted an extensive sediment analysis and found the material in south Jinks Creek to consist of slightly more sand than the native beach. The sediment analysis found the native beach and placement area to consist of approximately 98.15% sand, while the dredge material consisted of 98.38% sand. This result, along with the comprehensive sediment analysis, shows the material matches well with the placement area composition. The work will follow guidelines and recommendations provided by the USFWS (United States Fish & Wildlife Service) and NOAA-NMFS (National Marine Fisheries Service) to minimize the potential for environmental impacts during construction. This includes constructing during the cooler winter period of November 16' through March 31s'. The Town will also coordinate with the USFWS and the NCWRC (North Carolina Wildlife Resources Commission) during construction for the pipeline placement proposed to carry the nearshore placement material. The coordination efforts will help limit the potential for construction impacts to nesting or foraging shorebirds. Furthermore, the project will follow construction guidelines designed to protect manatee, sea turtle, and smalltooth sawfish. In addition, the Town will implement turbidity monitoring protocols during construction and will also monitor the project performance for a minimum 3-year period. HUNT MARY WHALEY PHILLIPS 506 East Main Street Tracking Number: 70200090000156344337 Expected Delivery on FRIDAY11 SEPTEMBER2020by 8:00pm Status Delivered to Agent September 11, 2020 at 10:20 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Get Updates Delivered to Agent Text & Email Updates Tracking History September 11, 2020, 10:20 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Your item has been delivered to an agent for final delivery in SUNSET BEACH, NC 28468 on September 11, 2020 at 10:20 am. September 11, 2020, 8:49 am Out for Delivery OCEAN ISLE BEACH, NC 28469 September 11, 2020, 8:38 am Arrived at Unit OCEAN ISLE BEACH, NC 28469 September 10, 2020, 7:02 pm Departed USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX September 10, 2020, 9:48 am Arrived at USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX September 9, 2020 In Transit to Next Facility September 8, 2020, 8:26 pm Departed USPS Regional Facility RALEIGH NC DISTRIBUTION CENTER September 8, 2020, 10:10 am Arrived at USPS Regional Origin Facility RALEIGH NC DISTRIBUTION CENTER September 5, 2020, 11:11 am Unclaimed/Being Returned to Sender LAURINBURG, NC 28352 Reminder to Schedule Redelivery of your item August 17, 2020, 10:56 am Notice Left (No Authorized Recipient Available) LAURINBURG. NC 28352 August 17, 2020, 8:26 am Out for Delivery LAURINBURG. NC 28352 August 17, 2020, 8:15 am Arrived at Unit LAURINBURG, NC 28352 August 14, 2020, 10:36 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 14, 2020, 5:48 pm Departed Post Office OCEAN ISLE BEACH, NC 28469 August 14, 2020, 2:22 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 BROWNING CHANDLER CRAIG ETUX 402 East Main St. Tracking Number: 70200090000156344467 Your item is being held at the RALEIGH, NC 27614 post office at 12:32 pm on August 17, 2020. This is at the request of the customer. Status Delivery Attempt August 17, 2020 at 12:32 pm Held at Post Office, At Customer Request RALEIGH, NC 27614 Get Updates Delivery Attempt Text & Email Updates Tracking History August 17, 2020, 12:32 pm Held at Post Office, At Customer Request RALEIGH, NC 27614 Your item is being held at the RALEIGH, NC 27614 post office at 12:32 pm on August 17, 2020. This is at the request of the customer. August 17, 2020, 7:51 am Out for Delivery RALEIGH, NC 27614 August 17, 2020, 7:40 am Arrived at Unit RALEIGH, NC 27615 August 16, 2020, 12:42 pm Departed LISPS Regional Facility RALEIGH NC DISTRIBUTION CENTER August 15, 2020, 1:37 pm Arrived at USPS Regional Facility RALEIGH NC DISTRIBUTION CENTER August 15, 2020 In Transit to Next Facility August 14, 2020, 11:07 pm Departed USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 14, 2020, 10:35 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 14, 2020, 5:48 pm Departed Post Office OCEAN ISLE BEACH, NC 28469 August 14, 2020, 2:20 pm USPS in possession of item OCEAN ISLE BEACH. NC 28469 CRAIG JAMES AVERY III TRUSTEE 404 East Main Street Tracking Number: 70200090000156344443 Your item was delivered to an individual at the address at 11:53 am on September 2, 2020 in ATLANTA, GA 30306. Status Delivered September 2, 2020 at 11:53 am Delivered, Left with Individual ATLANTA, GA 30306 Get Updates Delivered Text & Email Updates Tracking History Product Information See Less Remove WALZ GARY R ETUX 308 East Main Street Tracking Number: 70200090000156344511 Your item is being held at the PITTSBURGH, PA 15235 post office at 8:26 am on August 17, 2020. This is at the request of the customer. Status Delivery Attempt August 17, 2020 at 8:26 am Held at Post Office, At Customer Request PITTSBURGH, PA 15235 Get Updates Delivery Attempt Text & Email Updates Tracking History August 17, 2020, 8:26 am Held at Post Office, At Customer Request PITTSBURGH, PA 15235 Your item is being held at the PITTSBURGH, PA 15235 post office at 8:26 am on August 17, 2020. This is at the request of the customer. August 17, 2020, 7:49 am Arrived at Unit PITTSBURGH, PA 15235 August 16, 2020 In Transit to Next Facility August 15, 2020, 12:00 am Departed USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 14, 2020, 10:36 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 14, 2020, 5:48 pm Departed Post Office OCEAN ISLE BEACH, NC 28469 August 14, 2020, 2:22 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 SSBCO LLC 208 East Main Street Tracking Number: 70200090000156344580 Expected Delivery on MONDAY14 SEPTEMBER2020by 8:00pm Status Delivered to Agent September 14, 2020 at 11:23 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Get Updates Delivered to Agent Text & Email Updates Tracking History September 14, 2020, 11:23 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Your item has been delivered to an agent for final delivery in SUNSET BEACH, NC 28468 on September 14, 2020 at 11:23 am. September 14, 2020, 9:21 am Distribution to PO Box in Progress OCEAN ISLE BEACH, NC 28469 September 14, 2020, 9:10 am Arrived at Unit OCEAN ISLE BEACH, NC 28469 September 14, 2020, 4:03 am Departed USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX September 13, 2020, 9:34 am Arrived at USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX September 9, 2020, 8:15 am Unclaimed/Being Returned to Sender FAKE WACCAMAW, NC 28450 Reminder to Schedule Redelivery of your item August 17, 2020, 8:44 am Available for Pickup LAKE WACCAMAW, NC 28450 August 17, 2020, 7:50 am Arrived at Unit LAKE WACCAMAW, NC 28450 August 16, 2020 In Transit to Next Facility August 14, 2020, 10:36 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 14, 2020, 5:48 pm Departed Post Office OCEAN ISLE BEACH, NC 28469 August 14, 2020, 2:22 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 LADYZINSKI JOFIN A ET MELINDA S 204 East Main Street Tracking Number: 70200090000156344603 This is a reminder to arrange for redelivery of your item or your item will be returned to sender. Status Delivery Attempt Reminder to Schedule Redelivery of your item Get Updates Delivery Attempt Text & Email Updates Tracking History Reminder to Schedule Redelivery of your item This is a reminder to arrange for redelivery of your item or your item will be returned to sender. August 18, 2020, 6:14 pm Notice Left (No Authorized Recipient Available) BASKING RIDGE, NJ 07920 August 18, 2020, 10:04 am Arrived at Unit BASKING RIDGE, NJ 07920 August 18, 2020, 8:03 am Out for Delivery BASKING RIDGE, NJ 07920 August 17, 2020, 4:24 pm Departed USPS Regional Destination Facility KEARNY NJ DISTRIBUTION CENTER August 17, 2020, 1:43 pm Arrived at USPS Regional Destination Facility KEARNY NJ DISTRIBUTION CENTER August 17, 2020 In Transit to Next Facility August 14, 2020, 11:26 pm Departed USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 14, 2020, 10:36 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 14, 2020, 5:48 pm Departed Post Office OCEAN ISLE BEACH, NC 28469 August 14, 2020, 2:22 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 Product Information See Less Remove PARKER JOHN GURNEY ETUX 106 East Main Street Tracking Number: 70191640000076031027 Your item could not be delivered on September 17, 2020 at 5:28 pm in GREENSBORO, NC 27438. It was held for the required number of days and is being returned to the sender. Status Alert September 17, 2020 at 5:28 pm Unclaimed/Being Returned to Sender GREENSBORO, NC 27438 Get Updates Alert Text & Email Updates Tracking History September 17, 2020, 5:28 pm Unclaimed/Being Returned to Sender GREENSBORO, NC 27438 Your item could not be delivered on September 17, 2020 at 5:28 pm in GREENSBORO, NC 27438. It was held for the required number of days and is being returned to the sender. Reminder to Schedule Redelivery of your item August 17, 2020, 11:13 am Available for Pickup GREENSBORO, NC 27438 August 15, 2020, 4:12 pm Notice Left (No Authorized Recipient Available) GREENSBORO, NC 27455 August 15, 2020 In Transit to Next Facility August 14, 2020, 9:45 pm Departed USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 14, 2020, 9:33 am Arrived at USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 14, 2020, 1:05 am Departed USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 14, 2020, 12:48 am Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 3:38 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 Product Information See Less Remove RIZK PROPERTIES LLC 1220 East Main Street Tracking Number: 70191640000076031133 We attempted to deliver your package at 8:44 am on August 15, 2020 in LAURINBURG, NC 28352 but could not access the delivery location. We will redeliver on the next business day. Status Alert August 15, 2020 at 8:44 am Delivery Attempted - No Access to Delivery Location LAURINBURG, NC 28352 Get Updates Alert Text & Email Updates Tracking History August 15, 2020, 8:44 am Delivery Attempted - No Access to Delivery Location LAURINBURG, NC 28352 We attempted to deliver your package at 8:44 am on August 15, 2020 in LAURINBURG, NC 28352 but could not access the delivery location. We will redeliver on the next business day. August 15, 2020, 7:31 am Arrived at Unit LAURINBURG, NC 28352 August 14, 2020, 10:22 pm Departed USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 14, 2020, 11:41 am Arrived at USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 14, 2020, 1:11 am Departed USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 11:26 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 3:27 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 Product Information See Less Remove MILLER ROBERT W AND 1212 East Main Street Tracking Number: 70191640000076031157 The delivery status of your item has not been updated as of August 18, 2020, 1:37 am. We apologize that it may arrive later than expected. Status Alert August 18, 2020 at 1:37 am Awaiting Delivery Scan Get Updates Alert Text & Email Updates Tracking History August 18, 2020, 1:37 am Awaiting Delivery Scan The delivery status of your item has not been updated as of August 18, 2020, 1:37 am. We apologize that it may arrive later than expected. August 17, 2020, 7:37 am Out for Delivery BURLINGTON, NC 27215 August 17, 2020, 7:26 am Arrived at Unit BURLINGTON, NC 27215 August 16, 2020 In Transit to Next Facility August 13, 2020, 11:26 pm Arrived at USPS Regional Origin Facility CHARLOTTE INC DISTRIBUTION CENTER August 13, 2020, 3:27 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 Product Information See Less Remove A & L ON THE BEACH LLC 1206 East Main Street Tracking Number: 70191640000076031355 Your item departed our RALEIGH NC DISTRIBUTION CENTER origin facility on September 21, 2020 at 7:53 am. The item is currently in transit to the destination. Status In -Transit September 21, 2020 at 7:53 am Departed USPS Regional Origin Facility RALEIGH NC DISTRIBUTION CENTER Get Updates In -Transit Text & Email Updates Tracking History September 21, 2020, 7:53 am Departed USPS Regional Origin Facility RALEIGH NC DISTRIBUTION CENTER Your item departed our RALEIGH NC DISTRIBUTION CENTER origin facility on September 21, 2020 at 7:53 am. The item is currently in transit to the destination. September 21, 2020, 6:01 am Arrived at USPS Regional Origin Facility RALEIGH NC DISTRIBUTION CENTER September 15, 2020, 1:64 pm Unclaimed/Being Returned to Sender OCEAN ISLE BEACH, NC 28469 Reminder to Schedule Redelivery of your item August 17, 2020, 11:09 am Available for Pickup OCEAN ISLE BEACH, NC 28469 August 15, 2020, 12:58 pm Notice Left (No Authorized Recipient Available) SUNSET BEACH, NC 28468 August 15, 2020, 8:49 am Out for Delivery SUNSET BEACH, INC 28468 August 15, 2020, 8:38 am Arrived at Unit OCEAN ISLE BEACH, NC 28469 August 14, 2020 In Transit to Next Facility August 12, 2020, 10:57 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 3:48 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 Product Information See Less Remove EDEN COA Tracking Number: 70191640000076031270 Expected Delivery on FRIDAY2 8 AUGUST2020by 8:00pm Status Delivered to Agent August 28, 2020 at 10A7 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Get Updates Delivered to Agent Text & Email Updates Tracking History August 28, 2020, 10:47 am Delivered to Agent for Final Delivery SUNSET BEACH. NC 28468 Your item has been delivered to an agent for final delivery in SUNSET BEACH, NC 28468 on August 28, 2020 at 10:47 am. August 28, 2020, 9:19 am Arrived at Unit OCEAN ISLE BEACH, NC 28469 August 27, 2020, 7:02 pm Departed USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 27, 2020, 11:40 am Arrived at USPS Regional Origin Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 26, 2020 In Transit to Next Facility August 25, 2020, 7:21 pm Departed USPS Regional Facility SACRAMENTO CA DISTRIBUTION CENTER August 25, 2020, 1:10 am Arrived at USPS Regional Facility SACRAMENTO CA DISTRIBUTION CENTER August 17, 2020, 12:31 pm Forward Expired GREENBRAE, CA 94904 August 17, 2020, 12:31 pm Forward Expired GREENBRAE, CA 94904 August 17, 2020, 12:28 pm Delivered, Left with Individual GREENBRAE, CA 94904 August 17, 2020, 7:10 am Out for Delivery GREENBRAE, CA 94904 August 17, 2020, 6:27 am Arrived at Unit SAN RAFAEL, CA 94901 August 12, 2020, 3:48 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 Product Information See Less Remove BROWNING CHANDLER CRAIG ETUX 1104 East Main Street Tracking Number: 70191640000076031300 Your item is being held at the RALEIGH, NC 27614 post office at 8:59 am on August 14, 2020. This is at the request of the customer. Status Delivery Attempt August 14, 2020 at 8:59 am Held at Post Office, At Customer Request RALEIGH, NC 27614 Get Updates Delivery Attempt Text & Email Updates Tracking History August 14, 2020, 8:59 am Held at Post Office, At Customer Request RALEIGH, NC 27614 Your item is being held at the RALEIGH, NC 27614 post office at 8:59 am on August 14, 2020. This is at the request of the customer. August 14, 2020, 7:10 am Out for Delivery RALEIGH, NC 27614 August 14, 2020, 6:32 am Arrived at Unit RALEIGH, NC 27615 August 13, 2020 In Transit to Next Facility August 12, 2020, 11:03 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 3:48 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 Product Information See Less Remove A L MORRISON CONSTRUCTION CO INC - % L.A. MORRISON Tracking Number: 70191640000076031409 Expected Delivery on MONDAY21 SEPTEMBER2020by 8:00pm Status Delivered to Agent September 21, 2020 at 10:54 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Get Updates Delivered to Agent Text & Email Updates Tracking History September 21, 2020, 10:54 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Your item has been delivered to an agent for final delivery in SUNSET BEACH, NC 28468 on September 21, 2020 at 10:54 am. September 21, 2020, 8:44 am Out for Delivery OCEAN ISLE BEACH, NC 28469 September 21, 2020, 8:33 am Arrived at Unit OCEAN ISLE BEACH, NC 28469 September 20, 2020, 5:28 pm Departed USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX September 20, 2020, 10:04 am Arrived at USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX September 19, 2020, 6:41 am Departed USPS Regional Origin Facility RALEIGH NC DISTRIBUTION CENTER September 18, 2020 In Transit to Next Facility September 17, 2020, 9:24 am Arrived at USPS Regional Origin Facility RALEIGH NC DISTRIBUTION CENTER September 15, 2020, 10:42 am Unclaimed/Being Returned to Sender OCEAN ISLE BEACH, NC 28469 September 15, 2020, 10:41 am No Such Number OCEAN ISLE BEACH, NC 28469 Reminder to Schedule Redelivery of your item August 14, 2020, 3:59 pm Notice Left (No Authorized Recipient Available) OCEAN ISLE BEACH, NC 28469 August 14, 2020, 9:15 am Out for Delivery OCEAN ISLE BEACH, NC 28469 August 14, 2020, 9:04 am Arrived at Unit OCEAN ISLE BEACH, NC 28469 August 13, 2020, 7:00 pm Departed USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 13, 2020, 11:38 am Arrived at USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 13, 2020, 12:37 am Departed USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 11:27 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 3:38 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 Product Information See Less Remove HARTZOG INVESTMENTS LLC 906 East Main Street Tracking Number: 70200090000156344696 The delivery status of your item has not been updated as of August 18, 2020, 3:13 am. We apologize that it may arrive later than expected. Status Alert August 18, 2020 at 3:13 am Awaiting Delivery Scan Get Updates Alert Text & Email Updates Tracking History August 18, 2020, 3:13 am Awaiting Delivery Scan The delivery status of your item has not been updated as of August 18, 2020, 3:13 am. We apologize that it may arrive later than expected. August 17, 2020, 9:13 am Out for Delivery RALEIGH, NC 27607 August 17, 2020, 9:02 am Arrived at Unit RALEIGH, NC 27606 August 16, 2020 In Transit to Next Facility August 13, 2020, 11:44 pm Departed USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 11:26 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 3:10 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 Product Information See Less Remove FOWLER ROBERT L & BONNIE TRUSTEES 602 East Main Street Tracking Number: 70191640000076031423 Your item is being held at the WINSTON SALEM, NC 27106 post office at 10:39 am on August 18, 2020. This is at the request of the customer. Status Delivery Attempt August 18, 2020 at 10:39 am Held at Post Office, At Customer Request WINSTON SALEM, NC 27106 Get Updates Delivery Attempt Text & Email Updates Tracking History August 18, 2020, 10:39 am Held at Post Office, At Customer Request WINSTON SALEM, NC 27106 Your item is being held at the WINSTON SALEM, NC 27106 post office at 10:39 am on August 18, 2020. This is at the request of the customer. August 18, 2020, 7:43 am Out for Delivery WINSTON SALEM, NC 27106 August 18, 2020, 7:32 am Arrived at Unit WINSTON SALEM, NC 27106 August 17, 2020 In Transit to Next Facility August 16, 2020, 11:49 am Departed USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 15, 2020, 8:55 am Arrived at USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 14, 2020, 7:43 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 7:00 pm Departed USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 13, 2020, 11:05 am Arrived at USPS Regional Origin Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 12, 2020, 11:28 pm Departed USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 10:56 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 3:48 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 PEACH PRESERVES LLC 1506 East Main Street Tracking Number: 70191640000076031430 Your item could not be delivered on September 15, 2020 at 2:53 pm in MORRISTOWN, NJ 07960. It was held for the required number of days and is being returned to the sender. Status September 15, 2020 at 2:53 pm Unclaimed/Being Returned to Sender MORRISTOWN, NJ 07960 Get Updates Alert Text & Email Updates Tracking History September 15, 2020, 2:53 pm Unclaimed/Being Returned to Sender MORRISTOWN, NJ 07960 Your item could not be delivered on September 15, 2020 at 2:53 pm in MORRISTOWN, NJ 07960. It was held for the required number of days and is being returned to the sender. Reminder to Schedule Redelivery of your item August 22, 2020, 2:40 pm Notice Left (No Authorized Recipient Available) MORRISTOWN, NJ 07960 August 22, 2020, 7:10 am Out for Delivery MORRISTOWN, NJ 07960 August 22, 2020, 4:08 am Arrived at Unit MORRISTOWN, NJ 07960 August 18, 2020 In Transit to Next Facility August 14, 2020, 4:25 pm Departed USPS Regional Destination Facility KEARNY NJ DISTRIBUTION CENTER August 14, 2020, 12:55 pm Arrived at USPS Regional Destination Facility KEARNY NJ DISTRIBUTION CENTER August 13, 2020, 12:48 am Departed USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 11:05 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 3:17 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 POTLUCK LLC- %JAMESC MCCORMICK Tracking Number: 70191640000076031539 Your item could not be delivered on September 15, 2020 at 2:53 pm in MORRISTOWN, NJ 07960. It was held for the required number of days and is being returned to the sender. Status Alert September 15, 2020 at 2:53 pm Unclaimed/Being Returned to Sender MORRISTOWN, NJ 07960 Get Updates Alert Text & Email Updates Tracking History September 15, 2020, 2:53 pm Unclaimed/Being Returned to Sender MORRISTOWN, NJ 07960 Your item could not be delivered on September 15, 2020 at 2:53 pm in MORRISTOWN, NJ 07960. It was held for the required number of days and is being returned to the sender. Reminder to Schedule Redelivery of your item August 22, 2020, 2:40 pm Notice Left (No Authorized Recipient Available) MORRISTOWN, NJ 07960 August 22, 2020, 7:10 am Out for Delivery MORRISTOWN, NJ 07960 August 22, 2020, 4:10 am Arrived at Unit MORRISTOWN, NJ 07960 August 18, 2020 In Transit to Next Facility August 14, 2020, 12:55 pm Arrived at USPS Regional Destination Facility KEARNY NJ DISTRIBUTION CENTER August 13, 2020, 12:37 am Departed USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 11:27 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 3:17 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 Product Information See Less Remove SHORE PLEASURE COA Tracking Number: 70191640000076031638 Your item could not be delivered on September 15, 2020 at 2:53 pm in MORRISTOWN, NJ 07960. It was held for the required number of days and is being returned to the sender. Status Alert September 15, 2020 at 2:53 pm Unclaimed/Being Returned to Sender MORRISTOWN, NJ 07960 Get Updates Alert Text & Email Updates Tracking History September 15, 2020, 2:53 pm Unclaimed/Being Returned to Sender MORRISTOWN, NJ 07960 Your item could not be delivered on September 15, 2020 at 2:53 pm in MORRISTOWN, NJ 07960. It was held for the required number of days and is being returned to the sender. Reminder to Schedule Redelivery of your item August 22, 2020, 2:40 pm Notice Left (No Authorized Recipient Available) MORRISTOWN, NJ 07960 August 21, 2020, 7:10 am Out for Delivery MORRISTOWN. NJ 07960 J August 20, 2020, 12:13 pm Arrived at Unit MORRISTOWN, NJ 07960 August 19, 2020 In Transit to Next Facility August 16, 2020, 6:44 pm Departed USPS Regional Destination Facility KEARNY NJ DISTRIBUTION CENTER August 15, 2020, 10:42 am Arrived at USPS Regional Destination Facility KEARNY NJ DISTRIBUTION CENTER August 13, 2020, 11:10 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 10:03 am USPS in possession of item SHALLOTTE, NC 28470 COOLEY ROBERT M 1604 East Main Street Tracking Number: 70191640000076031485 Your item was delivered at 11:23 am on September 4, 2020 in SPARTANBURG, SC 29306. Status Delivered September 4, 2020 at 11:23 am Delivered SPARTANBURG, SC 29306 Get Updates Delivered Text & Email Updates Tracking History September 4, 2020, 11:23 am Delivered SPARTANBURG, SC29306 Your item was delivered at 11:23 am on September 4, 2020 in SPARTANBURG, SC 29306. Reminder to Schedule Redelivery of your item August 20, 2020, 6:04 am Available for Pickup SPARTANBURG, SC 29306 August 20, 2020, 6:03 am Arrived at Unit SPARTANBURG, SC 29306 August 18, 2020 In Transit to Next Facility August 14, 2020, 1:21 am Departed USPS Regional Destination Facility GREENVILLE SC DISTRIBUTION CENTER August 13, 2020, 12:00 pm Arrived at USPS Regional Destination Facility GREENVILLE SC DISTRIBUTION CENTER August 13, 2020, 1:06 am Departed USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 11:26 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 12, 2020, 3:17 pm USPS in possession of item OCEAN ISLE BEACH, NC 28469 MORGAN RONALD C 1610 East Main Street Tracking Number: 70191640000076031690 The delivery status of your item has not been updated as of August 26, 2020, 2:06 am. We apologize that it may arrive later than expected. Status Alert August 26, 2020 at 2:06 am Awaiting Delivery Scan Get Updates Alert Text & Email Updates Tracking History August 26, 2020, 2:06 am Awaiting Delivery Scan The delivery status of your item has not been updated as of August 26, 2020, 2:06 am. We apologize that it may arrive later than expected. August 25, 2020, 8:06 am Out for Delivery WINSTON SALEM, NC 27106 August 25, 2020, 7:55 am Arrived at Unit WINSTON SALEM, NC 27106 August 24, 2020, 12:37 pm Departed USPS Regional Facility GREENSBORO INC DISTRIBUTION CENTER August 22, 2020 In Transit to Next Facility August 14, 2020, 9:26 am Arrived at USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 13, 2020, 11:10 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 10:03 am USPS in possession of item SHALLOTTE, NC 28470 JENKINS JEFFREY D ET MARGARET A 1704 East Main Street Tracking Number: 70191640000076031843 Your package will arrive later than expected, but is still on its way. It is currently in transit to the next facility. Status In -Transit August 18, 2020 In Transit, Arriving Late Get Updates In -Transit Text & Email Updates Tracking History August 18, 2020 In Transit, Arriving Late Your package will arrive later than expected, but is still on its way. It is currently in transit to the next facility. August 14, 2020, 9:34 pm Departed USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 14, 2020, 9:26 am Arrived at USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 13, 2020, 11:10 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 10:03 am USPS in possession of item SHALLOTTE, NC 28470 SUNSETTERS PARTNERS - C/O VAUGHN LOUANN 1708 East Main Street Tracking Number: 70191640000076031867 The delivery status of your item has not been updated as of August 19, 2020, 1:10 am. We apologize that it may arrive later than expected. Status Alert August 19, 2020 at 1:10 am Awaiting Delivery Scan Get Updates Alert Text & Email Updates Tracking History August 19, 2020, 1:10 am Awaiting Delivery Scan The delivery status of your item has not been updated as of August 19, 2020, 1:10 am. We apologize that it may arrive later than expected. August 18, 2020, 7:10 am Out for Delivery CHARLOTTE, NC 28210 August 17, 2020 In Transit to Next Facility August 17, 2020, 11:22 am Arrived at Unit CHARLOTTE, NC 28217 August 16, 2020, 9:05 pm Departed USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 11:10 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 10:03 am USPS in possession of item SHALLOTTE, NC 28470 1710 MAIN STREET EAST COA Tracking Number: 70191640000076031973 The delivery status of your item has not been updated as of August 26, 2020, 2:06 am. We apologize that it may arrive later than expected. Status Alert August 26, 2020 at 2:06 am Awaiting Delivery Scan Get Updates Alert Text & Email Updates Tracking History August 26, 2020, 2:06 am Awaiting Delivery Scan The delivery status of your item has not been updated as of August 26, 2020, 2:06 am. We apologize that it may arrive later than expected. August 25, 2020, 8:06 am Out for Delivery WINSTON SALEM, NC 27106 August 25, 2020, 7:55 am Arrived at Unit WINSTON SALEM, NC 27106 August 24, 2020, 12:37 pm Departed USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 22, 2020 In Transit to Next Facility August 14, 2020, 9:26 am Arrived at USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 13, 2020, 11:10 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 10:03 am USPS in possession of item SHALLOTTE, NC 28470 1818 EAST MAIN STREET CONDOMINIUM A - %SALLY G WILLIAMS Tracking Number: 70191640000076030402 Expected Delivery on FRIDAY21 AUGUST202oby 8:00PM Status Delivered to Agent August 21, 2020 at 10:50 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Get Updates Delivered to Agent Text & Email Updates Tracking History August 21, 2020, 10:50 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Your item has been delivered to an agent for final delivery in SUNSET BEACH, NC 28468 on August 21, 2020 at 1&50 am. August 21, 2020, 9:11 am Out for Delivery OCEAN ISLE BEACH, NC 28469 August 21, 2020, 9:00 am Arrived at Unit OCEAN ISLE BEACH. NC 28469 August 20, 2020, 6:56 pm Departed USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 20, 2020, 11:38 am Arrived at USPS Regional Origin Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 19, 2020, 8:41 pm Departed USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 17, 2020, 10:02 am Moved, Left no Address WINSTON SALEM, NC 27104 August 17, 2020, 9:30 am Arrived at Unit WINSTON SALEM, NC 27103 August 15, 2020 In Transit to Next Facility August 14, 2020, 9:26 am Arrived at USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 13, 2020, 11:10 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 10:03 am USPS in possession of item SHALLOTTE, NC 28470 JONES SUNSET PROPERTIES LLC ETALS - C/O MORGAN RONALD C 1826 East Main Street Tracking Number: 70191640000076030433 The delivery status of your item has not been updated as of August 26, 2020, 2:06 am. We apologize that it may arrive later than expected. Status /_R-ii August 26, 2020 at 2:06 am Awaiting Delivery Scan Get Updates F-1171111 Text & Email Updates Tracking History August 26, 2020, 2:06 am Awaiting Delivery Scan The delivery status of your item has not been updated as of August 26, 2020, 2:06 am. We apologize that it may arrive later than expected. August 25, 2020, 8:06 am Out for Delivery WINSTON SALEM, NC 27106 August 25, 2020, 7:55 am Arrived at Unit WINSTON SALEM, NC 27106 August 24, 2020, 12:37 pm Departed USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 22, 2020 In Transit to Next Facility August 14, 2020, 9:26 am Arrived at USPS Regional Facility GREENSBORO NC DISTRIBUTION CENTER August 13, 2020, 11:10 pm Arrived at USPS Regional Origin Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 10:03 am USPS in possession of item SHALLOTTE, NC 28470 LEVINE BENJAMIN ETUX 1834 East Main Street Tracking Number: 70191640000076030457 Expected Delivery on SATURDAY5 SEPTEMBER2020by 8:00PM Status Delivered to Agent September 5, 2020 at 10:29 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Get Updates Delivered to Agent Text & Email Updates Tracking History September 5, 2020, 10:29 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Your item has been delivered to an agent for final delivery in SUNSET BEACH, NC 28468 on September 5, 2020 at 10:29 am. September 5, 2020, 8:57 am Arrived at Unit OCEAN ISLE BEACH, NC 28469 September4, 2020, 12:21 am Departed USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER September 3, 2020, 11:25 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER September 3, 2020, 9:37 am Unclaimed/Being Returned to Sender FAYETTEVILLE, NC 28305 August 26, 2020, 8:40 am Available for Pickup FAYETTEVILLE, NC 28305 Reminder to Schedule Redelivery of your item August 17, 2020, 10:37 am Notice Left (No Authorized Recipient Available) FAYETTEVILLE, NC 28305 August 15, 2020, 8:28 am Out for Delivery FAYETTEVILLE, NC 28305 August 15, 2020, 8:17 am Arrived at Unit FAYETTEVILLE, NC 28304 August 14, 2020, 6:58 pm Departed USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 14, 2020, 12:21 pm Arrived at USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX August 13, 2020, 11:10 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 10:03 am USPS in possession of item SHALLOTTE, NC 28470 ROSS FRANK HOWARD Tracking Number: 70191640000076030488 Expected Delivery on MONDAY14 SEPTEMBER2020by 8:00pm Status Delivered to Agent September 14, 2020 at 11:23 am Delivered to Agent for Final Delivery SUNSET BEACH. NC 28468 Get Updates Delivered to Agent Text & Email Updates Tracking History September 14, 2020, 11:23 am Delivered to Agent for Final Delivery SUNSET BEACH, NC 28468 Your item has been delivered to an agent for final delivery in SUNSET BEACH, NC 28468 on September 14, 2020 at 11:23 am. September 14, 2020, 9:21 am Out for Delivery OCEAN ISLE BEACH, NC 28469 September 14, 2020, 9:10 am Arrived at Unit OCEAN ISLE BEACH, NC 28469 September 14, 2020, 4:03 am Departed USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX September 13, 2020, 9:05 am Arrived at USPS Regional Facility FAYETTEVILLE NC DISTRIBUTION CENTER ANNEX September 12, 2020, 9:58 am Departed USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER September 11, 2020, 2:52 pm UnciaimedlBeing Returned to Sender CHARLOTTE, NC 28217 Reminder to Schedule Redelivery of your item r August 17, 2020, 1:05 pm Notice Left (No Authorized Recipient Available) CHARLOTTE, NC 28210 August 17, 2020 In Transit to Next Facility August 13, 2020, 11:10 pm Arrived at USPS Regional Facility CHARLOTTE NC DISTRIBUTION CENTER August 13, 2020, 10:03 am USPS in possession of item SHALLOTTE, NC 28470