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HomeMy WebLinkAbout20070129 Ver 2_Modifications_20161117Water Resources ENVRONP,.ENTALQUA.. PAT MCCRORY DONALD R. VAN DER VAART S. JAY ZIMMERMAN TO: Heather Coats — Division of Coastal Management Assistant Major Permits, Wilmington Q nn FROM: Robb Mairs``� V D Environment t NO V Senior Specialist, Wilmington i 2016 THROUGH: James H. Gregson'__r `-- FRP M R S Regional Supervisor Surface Water Protection Section, Wilmington DATE: November 8, 2016 SUBJECT: Minor Modification request for AB Marina Group, LLC (Anchors Bend Marina) c/o Everett Daniels The Division of Water Resources (DWR) has reviewed the Minor Modification request to CAMA Major Permit No. 132-86. The DWR has determined that the expansion of the existing marina from 44 to 48 formalized boat slips would be INCONSISTENT with our current rules under: 15A NCAC 02B .0225 Outstanding Resource Waters (e) (7)(F) (attached), which states: (7) In the following designated waterbodies, the only type of new or expanded marina that shall be allowed shall be those marinas located in upland basin areas, or those with less than 10 slips, having no boats over 21 feet in length and no boats with heads. The only new or expanded NPDES permitted discharges that shall be allowed shall be non- domestic, non -process industrial discharges: (F) The Topsail Sound and Middle Sound Area (Cape Fear River Basin) including all estuarine waters from New Topsail Inlet to Mason Inlet, including the Intracoastal Waterway and Howe Creek, but excluding Pages Creek and Futch Creek; Enclosures cc: Karen Higgins — 401 Wetlands Unit Jeremy Humphrey, DMF -Shellfish Sanitation-WiRO Tyler Crumbley, USACE WiRO File State of North Carolina I Department of Environmental Quality I Division of Water Resources 127 Cardinal Drive Ext, Wilmington, NC 28405 919 796 7215 (i) the total volume of treated wastewater for all upstream discharges combined shall not exceed 50 percent of the total instream flow in the designated ORW under 7Q10 conditions, which are defined in Rule .0206(a)(1) of this Section; (ii) a safety factor shall be applied to any chemical allocation such that the effluent limitation for a specific chemical constituent shall be the more stringent of either the limitation allocated under design conditions (pursuant to 15A NCAC 02B.0206) for the normal standard at the point of discharge, or the limitation allocated under design conditions for one-half the normal standard at the upstream border of the ORW segment; (iii) a safety factor shall be applied to any discharge of complex wastewater (those containing or potentially containing toxicants) to protect for chronic toxicity in the ORW segment by setting the whole effluent toxicity limitation at the higher (more stringent) percentage effluent determined under design conditions (pursuant to 15A NCAC 02B .0206) for either the.instream effluent concentration at the point of discharge or twice the effluent concentration calculated as if the discharge were at the upstream border of the ORW segment; (C) New or expanded NPDES permitted wastewater discharges located upstream of the designated ORW (for the North Fork New River ORW area; see Subparagraph (14) of this Paragraph) shall comply with the following: (i) Oxygen Consuming Wastes: Effluent limitations shall be as follows: BOD = 5 mg/1, and NH3-N = 2 mg/l; (ii) Total Suspended Solids: Discharges of total suspended solids (TSS) shall be limited to effluent concentrations of 10 mg/1 for trout waters and to 20 mg/I for all other waters; (iii) Emergency Requirements: Failsafe treatment designs shall be employed, including stand-by power capability for entire treatment works, dual train design for all treatment components, or equivalent failsafe treatment designs; (iv) Nutrients: Where nutrient overenrichment is projected to be a concern, effluent limitations shall be set for phosphorus or nitrogen, or both; (5) Old Field Creek (New River Basin): the undesignated portion of Old Field Creek (from its source to Call Creek) shall comply with Paragraph (c) of this Rule in order to protect the designated waters as per Rule .0203 of this Section; (6) In the following designated waterbodies, no additional restrictions shall be placed on new or expanded marinas. The only new or expanded NPDES permitted discharges that shall be allowed shall be non-domestic, non -process industrial discharges. The Alligator River Area (Pasquotank River Basin) extending from the source of the Alligator River to the U.S. Highway 64 bridge including New Lake Fork, North West Fork Alligator River, Juniper Creek, Southwest Fork Alligator River, Scouts Bay, Gum Neck Creek, Georgia Bay, Winn Bay, Stumpy Creek Bay, Stumpy Creek, Swann Creek (Swann Creek Lake), Whipping Creek (Whipping Creek Lake), Grapevine Bay, Rattlesnake Bay, The Straits, The Frying Pan, Coopers Creek, Babbitt Bay, Goose Creek, Milltail Creek, Boat Bay, Sandy Ridge Gut (Sawyer Lake) and Second Creek, but excluding the Intracoastal Waterway (Pungo River -Alligator River Canal) and all other tributary streams and canals"V (7) In the following designated waterbodies, the only type of new or expanded marina that shall be allowed shall be those marinas located in upland basin areas, or those with less than 10 slips, having no boats over 21 feet in length and no boats with heads. The only new or expanded NPDES permitted discharges that shall be allowed shall be non-domestic, non -process industrial discharges: (A) The Northeast Swanquarter Bay Area including all waters northeast of a line from a point at Lat. 35E 23N 510 and Long. 76E 21N 020 thence southeast along the Swanquarter National Wildlife Refuge hunting closure boundary (as defined by the 1935 Presidential Proclamation) to Drum Point. (B) The Neuse -Southeast Pamlico Sound Area (Southeast Pamlico Sound Section of the Southeast Pamlico, Core and Back Sound Area); (Neuse River Basin) including all waters within an area defined by a line extending from the southern shore of Ocracoke Inlet northwest to the Tar -Pamlico River and Neuse River basin boundary, then southwest to Ship Point. (C) The Core Sound Section of the Southeast Pamlico, Core and Back Sound Area (White Oak River Basin), including all waters of Core Sound and its tributaries, but excluding Nelson Bay, Little Port Branch and Atlantic Harbor at its mouth, and those tributaries of Jarrett Bay that are closed to shellfishing. (D) The Western Bogue Sound Section of the Western Bogue Sound and Bear Island Area (White Oak River Basin) including all waters within an area defined by a line from Bogue Inlet to the mainland at SR 1117 to a line across Bogue Sound from the southwest side of Gales Creek to Rock Point, including Taylor Bay and the Intracoastal Waterway. (E) The Stump Sound Area (Cape Fear River Basin) including all waters of Stump Sound and. Alligator Bay from marker Number 17 to the western end of Permuda Island, but excluding Rogers Bay, the Kings Creek Restricted Area and Mill Creek. (F) The Topsail Sound and Middle Sound Area (Cape Fear River Basin) including all estuarine waters from New Topsail Inlet to Mason Inlet, including the Intracoastal Waterway and Howe Creek, but excluding Pages Creek and Futch Creek; (8) In the following designated waterbodies, no new or expanded NPDES permitted discharges and only new or expanded marinas with less than 10 slips, having no boats over 21 feet in length and no boats with heads shall be allowed: (A) The Swanquarter Bay and Juniper Bay Area (Tar -Pamlico River Basin) including all waters within a line beginning at Juniper Bay Point and running south and then west below Great Island, then northwest to Shell Point and including Shell Bay, Swanquarter and Juniper Bays and their tributaries, but excluding all waters northeast of a line from a point at Lat. 35E 23N 510 and Long. 76E 21N 020 thence southeast along the Swanquarter National Wildlife Refuge hunting closure boundary (as defined by the 1935 Presidential Proclamation) to Drum Point and also excluding the Blowout Canal, Hydeland Canal, Juniper Canal and Quarter Canal. (B) The Back Sound Section of the Southeast Pamlico, Core and Back Sound Area (White Oak River Basin) including that area of Back Sound extending from Core Sound west along Shackleford Banks, then north to the western most point of Middle Marshes and along the northwest shore of Middle Marshes (to include all of Middle Marshes), then west to Rush Point on Harker's Island, and along the southern shore of Harker's Island back to Core Sound. (C) The Bear Island Section of the Western Bogue Sound and Bear Island Area (White Oak River Basin) including all waters within an area defined by a line from the western most point on Bear Island to the northeast mouth of Goose Creek on the mainland, east to the southwest mouth of Queen Creek, then south to green marker No. 49, then northeast to the northern most point on Huggins Island, then southeast along the shoreline of Huggins Island to the southeastern most point of Huggins Island, then south to the northeastern most point on Dudley Island, then southwest along the shoreline of Dudley Island to the eastern tip of Bear Island. (D) The Masonboro Sound Area (Cape Fear River Basin) including all waters between the Barrier Islands and the mainland from Carolina Beach Inlet to Masonboro Inlet; (9) Black and South Rivers ORW Area (Cape Fear River Basin) [Index Nos. 18-68-(0.5), 18-68-(3.5), 18-68-(11.5), 18-68-12-(0.5), 18-68-12-(11.5), and 18-68-2]: the following management strategies, in addition to the discharge requirements specified in Subparagraph (c)(1) of this Rule, shall be applied to protect the designated ORW areas: (A) Stormwater controls described in Subparagraph (c)(1) of this Rule shall apply to land within one mile of and that drains to the designated ORW areas; (B) New or expanded NPDES permitted wastewater discharges located one mile upstream of the stream segments designated ORW (upstream on the designated mainstem and upstream into direct tributaries to the designated mainstem) shall comply with the following discharge restrictions: (i) Oxygen Consuming Wastes: Effluent limitations shall be as follows: BOD = 5 mg/1 and NH3-N = 2 mg/l; (ii) Total Suspended Solids: Discharges of total suspended solids (TSS) shall be limited to effluent concentrations of 20 mg/1; (iii) Emergency Requirements: Failsafe treatment designs shall be employed, including stand-by power capability for entire treatment works, dual train design for all treatment components, or equivalent failsafe treatment designs; (iv) Nutrients: Where nutrient overenrichment is projected to be a concern, effluent limitations shall be set for phosphorus or nitrogen, or both. Coastal Management ENVIRONMENTAL QUALITY MEMORANDUM TO: Heather Coats Assistant Major Permits Coordinator, Wilmington FROM: Tara MacPherson Field Representative, fWilmington THRU: Debra D. Wilson District Manager, Wilmington DATE: October 25, 2016 PAT MCCRORY Govemor DONALD R. VAN DER VAART Secretary BRAXTON DAVIS Director OC1-2f2016 Vater Quality Regional Operations Section Wilmington Regional Office SUBJECT: Modification Request for State Permit # 132-96 AB Marina Group, LLC (aka Anchors Bend Marina) c/o Everett Daniels, 2127 Clemmons Way, Wilmington, New Hanover County Mr. David Edmonds, acting agent for AB Marina Group, LLC is requesting a minor modification to State Permit # 132-96. State Permit # 132-96 was originally issued to Oak Winds Marina, c/o Charles Thacker on September 19, 1996 for renovation of an existing commercial marina, with some highground excavation and maintenance excavation of the existing boat basin. State Permit # 132-96 was amended on October 1, 1996 for the relocation of the spoil material. A Letter of Refinement was issued on October 21, 1996 for riprap placement in lieu of the authorized bulkhead. The permit was transferred to Marina Partnership, LLC and renewed for maintenance excavation on November 1, 1999. On November 22, 1999 State Permit #132-96 was transferred to Manna Partners, LLC and renewed for a five-year maintenance period. State Permit # 132-96 was once again renewed for maintenance excavation on May 20, 2005. The permit was then transferred on September 27, 2005 to Atlantic Blue Properties, LLC and then again to Anchors Bend Yacht Club, Inc. on May 14, 2010. The permit was transferred again to Foreverhome of Wilmington 111, LLC on May 16, 2013 and then modified on May 29, 2013 and again on November 15, 2013 for a new boat -ramp and reconfiguration of the existing 42 -slip marina, including the removal of the existing two (2) large roof -covered docking areas, associated floating and fixed finger piers and pilings to continue to allow the existing facility to accommodate up to 42 vessels by reducing the total square footage by 40% within the existing marina facility. State Permit # 132-96 was due to expire on December 31, 2013; however, was subject to extension by the Session Law 2009-406, and as amended by Session Law 2010-177, the Permit Extension Act. State Permit # 132-96 was renewed on February 11, 2014 and recently transferred on October 6, 2015 from Foreverhome of Wilmington III, LLC to AB Marina Group, LLC, which is due to expire on December 31, 2018. The permit was most recently modified on March 16, 2016 for demo of existing structures and construction of a new fixed dock, finger piers, walkways and b0atlifts with the addition of two boat slips for a total slip count of 44 formalized boat slips. Mr. Edmonds states that the new owners are requesting another modification to State Permit # 132-96 to allow for the reconfiguration of the existing 44 -slip manna by reducing slip sizes to meet marketing demand for additional boat slips. This would reduce the overall number of slips that are 40 ft. and greater to 2 (two) slips and all other slips would be reduced to 30 ft., which matches the slips authorized in Phase 1 of this project. The reduction in slip sizes would allow for additional formalized boat slips at the marina within the existing authorized footprint by adding a 4 (four) additional 30 ft. slips for a total of 48 formalized boat slips (see Exhibit 8 and Narrative). State of North Carolina I Environmental Quality I Coastal Management 127 Cardinal Drive Ext., Wilmington, NC 28405 910-796-7215 As proposed 4 (four) additional 30 ft. slips would be added, labelled as slips 45-48. Slips 45-47 would be located on the eastern end of the manna and would have associate boatlifts. Slip 48 would be located on the western most outer finger pier and would not have an associated boatlift because the 15 ft. riparian setback was NOT waived by the adjacent property owner (see drawing labelled as Exhibit A and Exhibit C). The agent has submitted a check (check No. 5481) in the amount of $100 for the modification request along with the letters provided to the adjacent riparian property owners via certified mail. The proposed structures would not encroach into the adjacent 15' Riparian Corridor Setback Area requirements. As proposed, this office has no objection to the proposed project modification as long as there are no objections from other the agencies to this proposal. It appears that the project would be located within the existing footprint of the existing marina facility and the addition of 4 (four) formalized boat slips continues to be CONSISTENT with the use standards set forth in NCAC 07H .0208(b). By copy of this memo, DCM is requesting that the DMF, USACE and DWR provide any comment that your agency may have on the proposed project to Heather Coats of DCM's Wilmington office within 14 days of receipt of this memo. cc: WiRO File Tyler Crumbley, USACE Robb Mairs, DWR Greg Bodnar and Doug Huggett, DCM-MHC Jeremy Humphrey, DMF -Shellfish Sanitation Linda Painter, LPO r.' CERTIFIED MAIL URN REG IPT REQUESTED DIVISIO14 OF-bbA_ STAL l ANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM Name of Property Qy{ner: AB Marina Group, LLC -, ---- -- Address of Property: Anchors Bend Marine 2127 Clemmons Way'Wilmington, NG 2841: . (Lot or Street #, Sheetor Road, City 8 County) Agent's Name # David Edmonds _ Mailing Address: • PO Box 537--�-_• ____ Agent's phone # _-_810:524.6200 _� Wilminn NC 28402 david@contactcoastal.com I. hereby certify that i own!property.,ad)acent to the above referenced property, The indlVidual, applying for this permit hass described to me as shown on the attached drawing the development they are -proposing. A d"on or drawin with dimensions mustbe provided w0 his letter. _ =-1 have no objections to this proposal. I have objections to this proposal. lFyou haveobJqctJons to what being praposed you mustsotffy the Divislon of,Coastsllvlanagament (DOW) in `vildng within 10 days of receipt of this notice. Contact Information for QCfd offices 1s available eth ttifvww nccoastalmanaaement net)weblsmisfsB-Ilstinu orby ra!/ng?•888.4RCOAST. No response is considered the same as i ob/ec 2117 you have been notified byCettlfied mail. WAIVERSECTION I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, orlift must. be setback a minimum distance of IS, from my area of riparian access unless waived by me: (If you wlsh'(o waive the setback, )b.6 nasi ialtial the appropriate blank below.) 1 do wish to waive the i 51rsetback requirement. I do notwish io waive.ti a 15' setback requirement. (Prgperty ownertnformatl* Stg hire ABAB Marina Group, LLC ��riatt [)aniels Manaaet,_��_ Prfet or Type Name PO Box 17566 Maihng Address Raleigh, NC27619 -- t ity/State Zip 919.963.1000 Everett CfanietsC�?dew,,.jttifarotinas.cym Tolephone.Number I Email Address October 12, 2016 Darr Rlparien Prope Owner infgrma on) gnorure ulia McIver Trust Prfnt.or Type. Name aaal>- S Ci(Alatelzo Telephone Number EM30Addr---- es -- S Dare (RawsedAug. 2014) September 27, 2016 Robb Mairs NCDENR / NC Division Of Coastal Management 127 Cardinal Drive Extension Wilmington, NC 28405 RE: Modification to Existing Major OAMA Permit # 132-96 — Anchors Bend Marina Rob, Per our site visits, discussions and email exchanges this letter is to formally request the an additional modification to Permit # 132-96 for the project known as Anchors Bend Marina located at 2127 Clemmons Ways Wilmington, NC 28411. As discussed, the owners and their brokers have diligently marketed the sales of slips and have come to the determination that the 40'+ boat slips are simply not the correct demand in the market. Therefore after modifying the plans and digging into the construction documents, they have reduced the overall number of 40'+ slips to only 2 slips and reduced the other slips down to 30' slips to match those in Phase 1, Slips 1-11. With this reduction, there also has been additional room for more slips to be installed within the footprint of the previously permitted marina adding a total of 4 additional 30' boat slips. As required, we have provided detailed plans for the work to be completed. These updated plans are attached as Exhibit A for your reference. Further details are attached as Exhibit B, providing you with a general summary of overview of the work to be completed for this rehabilitation of the marina. We have sent certified notification to adjacent landowners detailing the updated plan, those certified mail receipts are attached as Exhibit C. Also, we have arranged to meet with each respective owner to discuss these updates and get there signoff after answering any questions. Lastly, with respect to the additional slips request, we have provided Ex. D a schematic showing the originally modified plan as compared to this new plan requested as evidence of the overall footprint from all aspects reducing.... Pile Lengths, Depths, Above Water Coverage Square Footage, etc. Please call or email me anytime to discuss further. Best -gam f1 i Davidl �d onds Executive Director - Business Development NC General Conti -actors License 972355 (Unlimited/ Unclassified) M: 910.524.6200 Co. Email: david@coiitactcoastal.com P.O. Box 537 Wilmington NC 28402 DCM WILMINGTON, NC 910.599.7883 1 info@contactcoastal.com www.CoastalOfNC.com In Iss=gthis; permtt,,ahe State of Noah (aCoima agrees that your'project 19 consistent with the North Carolina Coastal Management Program , .' ' DCM WILMINGTON, NC November 25, 2015 NCDENR NC Division Of Coastal Management US Army Corps of Engineers New Hanover County Wilmington, NC 28405 RE: Agent Authorization — Anehdrs Bend !Marina 2127 Cienima ns Way Wilmington, NC To \Vhom it May Concern: This letter is to accompany any permit requests being submitted to your office for the rehabilitation of the existing marina known as Anchors Bend Marina on the property located as 2127 CIemmons Way Wilmington, NC 28411 on behalf of AB Marina Group, LLC. I, Everett Daniels, am one of the Managers of the real estate holding entity for this property and as such, have given approval for the following agents and Qeneral contractor to represent the entity's interests on this application request: 1) David Edmonds, Project Manager 2) Ryan Lisk, General Contractor 3) Adam Lisk, Project Manager 4) Coastal Construction & Consulting. LLC under NC GC License # 723.55 We appreciate and look forward to working with you during this permitting request. Kindest Regards, Everett Daniels Manager AB Marina Group, LLC 919.239.8235 P.O. Box 537 Wilmington NC 28402 910-599.78831 info@contactcoastal.com www.CoastafOfNC.com RECEIVED DOM WILMINGTON, NO v 0 K G) J.J z z n RE—BUILD WALKWAY ADD RIP RAP TO SLOPE AS NEEDED % v' RE—DECK AND REPLACE STRINGERS m 1 0 ET` r 4` P� NEW COMPONENST AS NECESSARY m RE—BUILD WALKWAY SLIP DATA o m SLIP � s MAX BOAT. LENGTH* MAX BEAM n N Z o 9 vsi c7 CD a o 36,000 LB PROPERTY 29 to 47 to 30 FT 10.5 FT o °J= *BOAT LOA WITH MOTOR / PROP & PULPIT INCLUSIVE z OWNER 1 m 0 SLIP NUMBER --+ m Z N cn = z � ~1.�.. Z � � a m ( o t= � Z Z -- N m n M -- m M ca a � 0 o 0 o z z � rri RE—BUILD WALKWAY ADD RIP RAP TO SLOPE AS NEEDED % a Q 0 LIMITS OF EXISTING OUTBOARD MOORING PILE OR EXISTING EDGE OF COVERED SHED PIER w/ 46'x8' FLOATING TRANSIENT DOCK LIFTS, TTYP ADD RIP RAP w/ 30 ADA GANGWAY TO SLOPE FOR PROPERTY OWNERS DAY is AS NEEDED FUSE ONLY i 8' WIDE MAIN PIER PIER w/ LIFTS, TYP •`rj (S1 r V— REHABILITATE EXISTING MAIN PIER v' RE—DECK AND REPLACE STRINGERS m 1 0 ET` r 4` P� NEW COMPONENST AS NECESSARY m RE—BUILD WALKWAY SLIP DATA o m SLIP � s MAX BOAT. LENGTH* MAX BEAM MAX WEIGHT N Z o n 12 to 26 25 to 38 FT 11.5 FT CD a z 36,000 LB PROPERTY 29 to 47 to 30 FT 10.5 FT o °J= *BOAT LOA WITH MOTOR / PROP & PULPIT INCLUSIVE z OWNER 1 v O 0 SLIP NUMBER m m Z N cn = o Z Z d ~1.�.. Z m cn D mcc) On ( C7 rn � Z Z -- N m CO D -- n a Q 0 LIMITS OF EXISTING OUTBOARD MOORING PILE OR EXISTING EDGE OF COVERED SHED PIER w/ 46'x8' FLOATING TRANSIENT DOCK LIFTS, TTYP ADD RIP RAP w/ 30 ADA GANGWAY TO SLOPE FOR PROPERTY OWNERS DAY is AS NEEDED FUSE ONLY i 8' WIDE MAIN PIER PIER w/ LIFTS, TYP •`rj (S1 r V— REHABILITATE EXISTING MAIN PIER RE—DECK AND REPLACE STRINGERS r�1 � P� NEW COMPONENST AS NECESSARY m RE—BUILD WALKWAY SLIP DATA o m SLIP � s MAX BOAT. LENGTH* MAX BEAM MAX WEIGHT N Z o n 12 to 26 25 to 38 FT 11.5 FT CD 0 27 to 28 35 to 43 FT 14.0 FT 36,000 LB 29 to 47 to 30 FT 10.5 FT 11,000 LB *BOAT LOA WITH MOTOR / PROP & PULPIT INCLUSIVE 0 SLIP NUMBER / '— Z N cn = o Z Z \ N m cn INVOLVE CONSTRUCTION WITHIN 15' OFFSET o N � rn � z � � z N m a Q 0 LIMITS OF EXISTING OUTBOARD MOORING PILE OR EXISTING EDGE OF COVERED SHED PIER w/ 46'x8' FLOATING TRANSIENT DOCK LIFTS, TTYP ADD RIP RAP w/ 30 ADA GANGWAY TO SLOPE FOR PROPERTY OWNERS DAY is AS NEEDED FUSE ONLY i 8' WIDE MAIN PIER PIER w/ LIFTS, TYP •`rj (S1 r V— REHABILITATE EXISTING MAIN PIER RE—DECK AND REPLACE STRINGERS & CAPS A5 REQUIRED ALONG WITH P� NEW COMPONENST AS NECESSARY RE—BUILD WALKWAY SLIP DATA PROPERTY SLIP � s MAX BOAT. LENGTH* MAX BEAM MAX WEIGHT . 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Dean [w d r ni « PoI r /• 1NW a N3dxN[ Oia6rnlai0i .iN 10.+118 11w!OP (•w11 iY;wNe � p U Z eIA1 LET IOP BAN 4'_0• I fmAr Vr ro K.— - « ae lw.aAs [m.l • u• 4u Y.exc z En ti r• IRx xfxw :ImiaA Aw Anr .i 1 IA m w A _ 5 11 w.1 ]NI S�ilgm[Pf IrwN.li!' 4u YAgm �' Cal , IRE %.. .11 PmT SOWUP 0[x IXxl /aAx1N ,O CNA Z 11 1 1 SPNMp lm.l� 5f. 1a4.S N AO.f W YAa[Y I � rxu6` uv .!A a :m WFOuO E[Iw1 LA UL' w ooAr ur smauAO YMM a rAms 1[M ArAI rm. Lu a]AA O-0 OEODrR It— 01 1. BMT CAP`1- ]ao TTI oM. Ila 51RM [ w Yu A o ARES ./ 1 ih' 10 n35 ./IFA• , 1A]1t W0. 4S IX]M EAa M[ � 5'-0' W Ra. Rf. IV V - ,[5...— [ 4H B4r vNw ]V{yj f1lWrtor Im3 E I[.'.Ax YAPm PFK f4]nvi AOM CMAdr A YAOm ]'R' A1x fDM gSr.mA ]7S' ,d � O4K I SYSN 111! NO0 1[ IU Idf ILwO kMAlf [OM 100 Id:) 4. [OLE T.IMk PR'.IOR .N W gMAxC[ ]lj' imw3F RF Nnl ./ 11N 10 CM ., , IIAN d PJ AB]AN Nxx Mn [p g51NxL li'l' TONT IEAIU 1.3. Ip P RC • Id P -.-• Dao t M/ 31101 56FKE.. IM 9AHm11' r/ a - N] p], IW S5: SPLR W CAOI IigY — kMIO10 .. I LOAD CAAOIr 1 / SO LANCY. (R 4 Nn WAOnc ]' ) d IwD LOW }] 1d51]P" p IXg'STRHW IWv.I uqr LOAMt a I•v fWPAp N 1a fR f 4 F A 4RA J �O F—Q- H- s n -. ORES./I FA'LIiR E n ,..... .. I >s+ L- C-1 hin AR EOL, vAdm A' CJ = -- 1 IA rt LwA 10.0 loss IIAk PR1Nu ]n• m U U Q Ln X 'L .. 1.1�'- .. _ j ...._. /Lr ... .... v. .. .. .. ... ..... _.._.. [RL _. -.... _.. ...' �T ...........-. _._ Fnt LJ Ln I I I mss_. 40_ Ano W Z PIER SECTION RENT TYPF 3 PIFR SECTION RFFNT TYPF 5 - '- ' -- FLOATING DOCK DESIGN DESIGN OF THE FLOATING DO0 (COORDINATED MIN GANGWAY �• SHALL BE PRDF15510NAL ENGINEER LICE115ED t0 PRACTICE IN , ��� �!/� is NORTH CAROLINA N' NOMN4 WNIH OE9QN LDA7NG5: U DEAD LOADS: WEIGHT OF MAIERLMS FOR DOCK AND GANGWAY REACTION ro rkr _]I5 UVE LOA05'. Wx:r Ono LOAOMG ]OP4 (N:.. CODE ]e04.].i) _ 7. SYP DECKING (0.8 CCA), 50PSF GANGWAY REACTION OIC BLOC CODE 7604.3 J) A7TACH w DRAM ./ ss. PIFR S CTION fjFNT TYPE 4_ 10. 4ALEABLL IRON CLEAT-\ SCREWS 7'A6' PERPENWCVIAR Y•O WATERS CON LOAD 400 LRB 17' FROM EDGE xri ^ PRO+AOE ALIFINITE BN7 FOR k DIAGONAL CROSSYES ./ 7.10 COVET] MAAIMUM ROLL- 1: E8 INC BLDG CODE 3806.7) RECYCLED' PTA511C DECKIING ]YP. (OAGGNAL. OPTID/LALB MINIMIN FREEBOARDS AS DESIGNATED BELOM v YNYL BUMPER - � 11 DEPEWNG ON FRAMING) 7.B STRINGER d ATTACHED ./ � -- 55 SCREwS ADpT10HAT STFLL OR 510E OR W00D fRAMING� k� . / -" /rttEs.,,,N : aT Hoer ONLY I—, KIM LOAT MOOMIE FlOAF MOOVLf. VRO.CL„IIu. L J' MIOF 11 FREE80ARD i0 Xr ptM YA[F p[IIHX 4eN PALFOP OE iL01A71p1 FOR ha BEOLAwCOMBINATION Of DEAD LOAD W / OE51CNL0 BY AAD LIFE LOAD (NC BLDG CODE 35OL3.3) L/ COURTESY DOCK TYPICAL SECTION 'A .n. IR•q, aA-.Y CJRREW LOAD: 0.5 "1 SW10 OOCX LENGTH MWPKOA AMM -WAVE LOAD: FROM WAVE WIGHT, HAFT k PERIOD, T.35Er, •'�Wx SIM1A51511AL MCO uil CIECIIED 0,' MNO LOAD: 13OMPH BASK; WINO SPEED (NO BOA7S) •At 1WL. - M Y' SgIlOU[ IOOf[ 1 _ 90APH. J 5EC. 33 FT ADAUS TED (WIN BOA75) (NC. BLDG CODE 3ED1.5) rip, Kw"D`io i°CnoRI'o A"Ir'�".o;°Bs .__L_..� DAt[ NOTE; FRAMING MEMBERS IDENTIFIED FOR FLOAT ARE CMMERED HAT, SCAAE /2015 7 MNIMV4. ACIUN, SHAH: AND 51[E MALI RE DETERMINED BY DESIGN. StRNGERS & WATERS SHALL BE CONNECTED /0 CRDSSTIES AND BLOCKING WOOD PILE GUIDE A5 NOTED w/ 81XTCO CO NECIIONS U5NG ANGLES OR BErIT PULE ./ MN. 1/4' n PIER BRIDGING DETAIL sxTET N., THICKNESS. OTHER STEEL OR TIMBER FRAMING SHALL BE ACHED AS REOUIREO WS •� PER DESION. Jg ` a rimxr�un 6c(w IrR.I 1A ONa<R11tpl (AJ eal ar sRelai+P°�sirr au"Aie arols aYx tat avl [N. I � aMl ar Ia xa s' -p• .---�1Iluoa�./ 3 M' inn 1Ma Lao RA+ a+ rM aw^--- ]fib fiRlml! LIR.) Y R!' YAl wAal4 R!a Ip •1[NAOn A Yrl par wAaR A' YpC I aRfa 111.5 xp.P a w I- W. .—t LPN IPP res!) NN [DQ airAxq JN• rd 4 I' MIA aOap »/ 1 np'r SROaP »IX Bal •/ A Ipl Ip CN Y i f [MMA a 9 Stara 41FP xx m W-1 JI/e' f6rrax N fmax 1' x/ f- lies!' SIIPP[N �IR,1[Aa S i :CRR 11 ROPJ Y»'YAPxi r 1 a ar. IR aaao- IP•r wax m. la a M[ .+v»...- ona ro IVIYa logo crAon l xaa � M'r lIAPIIS nRA Pa Ya. nI 3N ! 4. WRJ 1pY[1f . lix. H 1 f,s. IIaS uY of wA[rro !' bWf RMM [ L3�/NM•1 1�(tap aaAll lMp 10.p rRRI aAIAR a la swrr[[ x'49 aI or. +R awc •/ e - nr r r L� n Aa rP'E Qs1A»R ]1A' Ia YM lR ailMllf JA' Jr seR6[In LIR.) • nP YN wpsnw z s x[ Pals..• � np nM nM4n aMs �M � �"• [ ua.aP IP naLva M Pv :a[R • [Aa enw Rr.l Raa I arca xJe xpp R R» snRw res wI ./ a a! ro ur _ � Raa [MOR• U[ 1610 Jllaan. IY sn6u 1' ./ r- slat f.a e a as �,11uc LS. !a[r6 IJ can M w[aa T 1 � z E V I �-- resell m[ -- LJ LJ PIER SF'CTION BENT TYPF•_F P' ("I ¢fres RA•. ,1, • a a NA I1aOYA �l A ir115 MAr \ -'SII^ I I xw Pres-� I � _I A•, .•. car. 160.Art. m�. »a-alv Rixnp 6ION IEYRP M YARYKYIw a9a L rn TYPICAL GANGWAY SECTION 00 z -Z 0 fa sa»a»J IrR.I • u• YAY vAPR Inas I arses+as unv u n» n.l'RN0.1aa w a»I y es la to [N Y .ml r ./.- noes• vs sa[ui lJ 4ors Yx vAaw f 1 m �Q xaa � M'r lIAPIIS nRA Pa Ya. nI 3N ! 4. WRJ 1pY[1f . lix. H 1 f,s. IIaS zNJ aA fa 'L bWf RMM [ L3�/NM•1 __ a(Y n[MPa awc •/ e - nr r r L� n l mw au a vva a (la a tb aw. cwwRN aaa yr orlon GANG WAY ELEVATION DETAILS »rs Irlaab aRax u 114xa» •YO TM 6 j a»I IR. sa alrA. IrR SWI CY. IIAa o V ry(9 ./ 3 91' can �A01 R[ lar nYa» rxL IR a R[ . IR a — a[r wAMlo [' UI, 1pYb IV was lag CM»41r I] YM Lai pflxlC }A' Iw NR+L�pAnalf aip �.ia Mai M» lYo mrNa 11!' N al we R _ J ¢ O E sac F R[ F- s Q H . ....._. . _._�_ ... .... _..__ + ....._.. 7 2 a _ __.. .._. .._..,.L......................_.._......p..__.. ....._........ ,. f/1 C, m i p m V U CD _.._ . _...... _ _. Z .'.. _. _.... .._� - ._ W Q PIER SECTION 'MAIN PIER' -r-prli .." Axc66r cmlrpYRJatt 6 xF9pN zNJ aA fa 'L L01fAd:ffi� IOFM a Pa6YANle ILIR NIIOY! 10 YaN1 IURM RODFp er R OILMIP [pp[ JVlr.l.t ILAA�wi �� NMp p reWR RM lESs xrinf RMaR ppa APS. LOraap Ip JfN,.t r IRs awR V J (w.r Jr seR6[In LIR.) • nP YN wpsnw z s x[ Pals..• � np nM nM4n aMs �M � �"• [ ua.aP IP naLva M Pv :a[R • [Aa enw Rr.l Raa I arca xJe xpp R R» snRw res wI ./ a a! ro ur _ � Raa [MOR• U[ 1610 Jllaan. IY sn6u 1' ./ r- slat f.a e a as �,11uc LS. !a[r6 IJ can M w[aa T 1 � z E V I �-- resell m[ Irlaab aRax u 114xa» •YO TM 6 j a»I IR. sa alrA. IrR SWI CY. IIAa o V ry(9 ./ 3 91' can �A01 R[ lar nYa» rxL IR a R[ . IR a — a[r wAMlo [' UI, 1pYb IV was lag CM»41r I] YM Lai pflxlC }A' Iw NR+L�pAnalf aip �.ia Mai M» lYo mrNa 11!' N al we R _ J ¢ O E sac F R[ F- s Q H . ....._. . _._�_ ... .... _..__ + ....._.. 7 2 a _ __.. .._. .._..,.L......................_.._......p..__.. ....._........ ,. f/1 C, m i p m V U CD _.._ . _...... _ _. Z .'.. _. _.... .._� - ._ W Q PIER SECTION 'MAIN PIER' -r-prli .." 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Reconstruction, Exhibit B Summary of Work for Modification of Permit i September 27, 2016 Geotechnical & Test Piles Soil Reports and Axial/Latteral Testing for Future Piles Design layout & Permit Plan for Design, Construction, Water & Fire and support Engineering - Design, Construction, Water, Fire with permitting with CAMA/County as well as construction site visits and final inspection Engineering - Electrical Design for Dock Electrical Wiring for Utlity Dock Boxes & Future Lift Installation Permitting CAMA & New Hanover County Permits and any others if required I Demo & Removal (Everything Except Piles) Demo and offsite removal everything except piles including but not limited to structures, docks, walkways. Piles Pull and remove all concrete piles, Pull existing wood piles and determine which can be salvaged then install fixed structure piles per plan Bank Stabilization & Rehab only Rip -Wrap the sections that need it Main Walkway Rehab with Compcsite Pull decking, inspect and determine best method to rehab with Composite Decking Handrails Aluminum Powder Coated White with Cable Railing System Installed Throughout Stationary Dock System All Stationary Composite Decking Docks for all slips and a floating day dock for temporary loading/unloading between Slips 25 & 26 Corner Boxes with dock light, water hookups and electrical box add on feature at all Utility Dock Boxes 48 slips. Note: These also act as the junction location and housing For the lift's electrical & mechanics. I Electrical New system installed per attached, approved plans by licenese subcontractor Plumbing New system installed per attached, approved plans by licensed subcontractor Fire Suppression System New system installed per attached, approved plans by licensed subcontractor HOA/POA Structuring & Implementation Proper structuring and recording of Marina HOA/POA Gangway New gangway for loading lay bearth dock @ Slip 26 Parking Lot Improvements Fix damaged areas, install gravel parks & curb stops, reseal & stripe entire section Landscaping & Curb Appeal Cleanup entry, bankment and add curb appeal around access areas. 11,000 lbs Power Lifts Power Lifts for Slips to be installed with slip sales (1-11 & 29-47) 18,000+ lbs Power Lifts Power Lifts for Slips to be installed with slip sales (12-26) 36,000+ lbs Power Lifts Power Lifts for Slips to be installed with slip sales (27-28) Ozonator/Water Softner Accessory GENOVA Boji Water Softener - Main System Installed or Individual Pending Final RECEIVED ®CM WILMINGTON, NC c Q ru Er s .a 0 M M In C3 r• - Ge nj X r- ru _ G ru a- zr Q 0 E3 M C3 D_ C3 ru a c aT 5ervic AILRECEIPT ss , [3.7ett, Po. d•"G�� S_. iii E<!i F.strr.4 (jP.aSur.,RtteW {xrcr,!c; [jczn::atmz - r-�wey ,,,-• r S Here rA SW -- L,4 $_�; ._ s°t5 �7 1 ?./1'2/2015 :cwt Pa £a "d Fls - 1Jt IF � r;iJiY: J % WILMINGTON N.- 28401-3925 3536400402 1x:'12 2016 (800)275-8777 4:39 PM PrOd4Ct^==-=-❑=°===O==Sale Final Description Oty Price F=irst -Class 1 $0.47 Mia i 1 Letter (Done:=tic) (WILMIOON, NC 28411) (Weight•O Lb 0.70 Oz) (Expected Delivery Day) (Friday 10/14/2016) Certified 1 $3.30 (@CUSPS Certified Mail 8? / (70162070000064520934) u -,- First -Class 1 $0.47 Mail Letter (Domestic) (WILMiNuTON, NC 28411) (Weight:0 Lb 0.70 Oz) (Expected Delivery Day) (Friday 10/1=1/2015) Certified 1 $x.30 (0-9USPS Certi 1 i ed Mal 1 #V (7016207000OOE4920927) — T,ltal $7.54 Debit Card Remit d $7.54 (Card Name:Debit Card) (account #:XXXXXXXXXXXX0497) (Approval #:2367831 (Transaction #:593) (Receipt 9:002802) (Debit Card Purchase:$7 54) Kash Back;$0.00) z•,;XXXtXXXX**X*'XXXX:X X***t A*XXX'Y Wt. **YSY 3'RIi3HTEN SOMEONE' MAILBrOX. Greeting cards available for purchase at select Post Offices. Text your trackinr, number to 28771 (2US11S) to gst the latest status. Standard Message and Luta rates may: ap->ly. You may also visit USPS.com USPS Tracking or cal' 1-800.222-1611.. Order stamps at usps.comFshop or call 1-300-Stanp24. Go to lisps.-cmfclicknship to print shipping l5be'E� with oostage For ether information call 1 -800 -ASK -USPS. XXX+' XXA9Xft, X"tX* XX'XX.X VAX X*XXt*XX XCT.XX Get your mail when and where you wart it with a secure Post Office BOX. Sign up for a box or,l ine at usps . com./Poboxes, X X 7 tX:Y XX XXX" XXX*XX S*X XXX* X X X.YX X., X XXXX All sales final or stamps and postage Thank you for your business .,!I sales feral on _tamps an: postage Refunds for guaranteed services only Thank. you for .cur business HELP US SEP`,;; YOU BETTER TELL US ABOUT YOUR REGENIT POSTAL EXP -PTP IVSD ,� F ,PM WILMI TON NC CERTIFIED MAIL • RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONfWAIVER FORM Name of Property Owner _- AB Marina Group, LLC Address of Property. Anchors Bend Marina 2127 Clemmons Way Wilmington, NC 28411 (Lot or Street #, Street or Road. City & County) Agents Name #: David Edmonds _ _ Mailing Address: -_ PO Box 537 Agent's phone # _ 910.524.6200m -- _ Wilmington NC28402 david@contactcoastal.com I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing_the development they are proposing. A description or drawing, with dimensions, must be provided with this letter. I have no objections to thi: proposal. __. _ I have objections to this proposal If you have objections to what is being proposed, you must notify the Division of Coastal Management (DCMj In waiting within 10 days of receipt of this notice. Contact Information for DCM offices is available orbycalling 1-8884RCOAST. No response is considered the same as no objection If you have bean noted by Certified Mail. WAIVER SECTION I understand that a pier, dock: mooring pilings, boat ramp, breakwater, boathouse, or lift must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive the setback: you must initial the appropriate blank below.) .____.- _ _- i do wish to waive the 15' setback requirement. `s-1 _ I do not wish to waive the 15° setback requirement (Property Owner information) Srtpi atarre AB Marina Group, jLLC Print or Type Name Pfd Box 17566 tbialing Address `- --- __- Raleigh, NC 27619 Qty/State/Zip 919.863.1000 Everett. Daniels @dewittcarolin_a_s._corn Telephone Number I Ema!l Address October 12, 2016 Dar (Riparian Property Owner Information) .Signa rra:rt Crud avis LA Print or Type Name - �-- !Mailing Address -�-�-� ity`SfatelZip Telephone Number Email AddressV_-� (Revised Aug. 26141 RECEIVED DCM WILMINGTON, NC CRUSHING • i'03lilDO BI'> IE's - C(BNS'EBi`tt ts" ION m ('0X§U1,'E11NGH October 12, 2016 2123 Middle Sound Loop RD, Wilmington NC 28411. C O Charles Davis RE: Plan Revision to Anchor's Sena Marina To Whom It May Concern, There has been a revision to the New Dock Plan for Anchor's Bend Marina. CAMA Regulations require that Adjacent Property Owners are notified of these changes. Revised plans showing these changes have been included for your review. Upon review of the attached Proposed New Dock Plan, please sign and return the attached return receipt. Should you ha% e any questions regarding these changes, please do not hesitate to contact u. Kind Regards, 4,1 Leo Moulton Project Manager Coastal Construction 910.599.7883 P.O. Box 537 Wilmington NC 28402 910.599.7883 1 info@contactcoastat.com www.CoastatOfNC.com RECEIVED DCM WILMINGTON, NC MY CRI'SHING • COMMODITIES , CONS RI'C' IOX _ CO-AS>t'LTENgF October 12, 2016 2128 Clemmons Way, Wilmington NC 28411. C 0 Julia McIver Trust Plan Revision to Anchor's Bend marina To Whom It May Concern, There has been a revision to the New Dock Plan for Anchor's Bend Marina. CAMA Regulations require that Adjacent Property Owners are notified of these changes. Revised plans showing these changes have been included for your review. Upon review of the attached Proposed New Dock Plan, please sign and return the attached return receipt. Should you have any questions regarding these changes, please do not hesitate to contact US. Kind Regards, Leo Moulton Project Manager Coastal Construction 410.599.7883 R.Q. Box 537 Wilmington NC 28402 910.599.7883 1 info@contactcoastat.com www.CoastatOfNC.com RECEIVED DCM WILMINGTON, NC CERTIFIED MAIL • RETURN RECEIPT REQLIESTED DIVISION OFCOASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM AB Marina Group, LLC Name of Property Q,{ner Address of Property: AnehorS Bend Marina 2127 Clemmons Way Wilmington, NC 28411 (Lot or street #; Sheet or Road, City & COW y) Agents Name # David Edmonds Mailing Address _ Pd Box 537_^s T dCger�t s phare # __,910.524.6200 Wtlminglon, NC 28402 �.., - w .v_ _ david@contactcoastal.com I; hereby certh that i own property@-djacent to the above referenced property. The individual applying .for this permit has described to me as shown on the attached drawing the development they are proposing. A description or drawing with dimensii5ns muses .troyiiled with this tem. I have no objections to this proposal: I have objections to Ns proposal. ifyouhave ob/eriTonstvwhatIsbeing p Posed, you mustnoftthe Divi.slonofCoastalManagement MCM) In writing within 10 days of reoopt of this notice. Contact lnfonnallorifor aQMs offices Is WAIVER SECTION I understand that a pier, dock, mooring pilings, boat ramp, breakwater; boathouse, or lift must be set back a minimum distance of 15' from my area of riparian access. unless waived by me, (!f you wish to waive the setback, thou jMtis#LqjLlal the, appropriate. blank below.) -.I do wish to waive the 15" setback requirement, y e t do not wish to waive the 15" setback requirement. (Property Owner lnformatlonk Si titre AB Marina Group, LLC jet Daniels t�antjt5�i..�_ PIiAI or Type Name PO Box 17566 Maihng Address Raleigh, NC 27619 city/srarelztp 619.863.1000~ vereit DanlelsCe?dewittCarolinas.gom Telephone Number. I Email Address October 12,.ZQI. - _.. Date Riparian rape Own/eerr,Inf rrna on Ignahrre ulia McIver Trust P►inl.or Type. Na Mail— s GitylState/Zip� Telephone Number! Email Address (Revised Aug. 2014) CERTIFIED MAIL - RETURN RECEIPT REQUESTED DIVISION OF COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM Name of Property Owner: AB Marina Group, LLC Address of Property: Anchors Bend Marina 2127 Clemmons Way Wilmington, NC 28411 (Lot or Street #, Street or Road, City & County) Agent's Name #: Agent's phone #: David Edmonds 910.524.6200 Mailing Address: PO Box 537 Wilmington, NC 28402 david @contactcoastal.com I hereby certify that I own property adjacent to the above referenced property. The individual applying for this permit has described to me as shown on the attached drawing the development they are proposing. A description or drawing with dimensions, must be provided with this letter. I have no objections to this proposal. I I:a<<e objections to this proposal. if you have objections to what is being proposed, you must notify the Division of Coastal Management (DCM) in writing within 10 days of receipt of this notice. Contact information for DCM offices is available at htip•Ily,vis=j.nccoastafmanacierient.net/web/r in, Istaf,'-lister orby calling 1-888-4RCOAST. No response is considered the same as no objection if you have been notified by Certified Mail. WAIVER SECTION I understand that a pier, dock, mooring pilings, boat ramp, breakwater, boathouse, or lift must be set back a minimum distance of 15' from my area of riparian access unless waived by me. (if you wish to waive the setback, you must initial the appropriate blank below.) i do wish to waive the 15' setback requirement. I do not wish to waive the 15' setback requirement. (Property Owner Information) l Sigf tore AB Marina Group, LLC Ev-eLeLD-an-ga,-M-a-n-age - - Print or Type Name PO Box 17566 Mailing Address Raleigh, NC 27619 City/StatelZip 919 863.1000 Everett.Daniels@ dewittcarolinas.com Telephone Number/ Email Address October 12, 2016 Dale (Riparian Property Owner Information) Signature Julia McIver Trust Print or Type Name ----------- Mailing Address — -- City/State/Zip Telephone Number I Email Address Dar:: (Revised Aug. 2014) RECEIVED DCM WILMINGTON, NC j c6oi-'s Tmd(v[arfiia rR,Ecoilsrrucr oli-, Exhibit D Summary of Modification on Phase 3 Overall Affect To Pilings & SF September 27, 2016 PHASE 3 Slips 27+ 1 PILINGS (Inclusive of All Fingers, Main Pier, Floating Dock Current Design New Design Piling Length # Required 54 Piling Length # Required 54 TLF Reduction Demo'd Piles Demo'd Piles 25' 0 25' 0 30' 110 30' 156 1380 35' 0 35' 40 1200 40' 128 40' 0 -3840 45' 12 45' 0 -360 50' 5 50' S 0 Total (Demo Not lncld) :2515�Total (Demo lllot Incld)201 -1620 Less Piles -54 PHASE 3 Slips 27+ 1 FRAMING AND DECKING (Inclusive of Main Pier) Current Design New Design 'Pier # SQ. FT. Pier # SQ. FT. TSF Reduction New Main Pier 2854 New Main Pier 2931 77 Pier #15 (43' LF ADA 5') 235 Pier #15 (43' LF ADA 5') 224 -11 Pier #16 (43' LF STD) 192 Pier #16 (43' LF STD) 181 -11 Pier #17 (43' LF STD) 192 Pier #17 (30' LF STD) 129 -63 Pier #18 (43' LF STD) 192 Pier #18 (30' LF STD) 129 -63 Pier #19 (43' LF STD) 192 Pier #19 (30' LF STD) 129 -63 Pier #20 (43' LF STD) 192 Pier #20 (30' LF STD) 129 -63 Pier #21(43' LF STD) 192 Pier #21(30' LF STD) 129 -63 Pier #22 (43' LF STD) 192 Pier #22 (30' LF STD) 129 -63 Pier ##23 (43' LF STD) 192 Pier #23 (30' LF STD) 129 -63 Total 4623 Pier #24 (30' LF STD) 129 129 Pier #25 (30' LF STD) 129 129 Total 4497 -126 PHASE 3 Slips 27+ ALL: INCLUSIVE N oR N WE' # of Piles -64 Total Linear Feet of Piles -1620 Total Dock Square Footage -126 RECEIVED DCM WILMINGTON, NC (-d -7