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Home My WebLink About85404D - Wyckoff •"`45'" `cAMA ❑ DREDGE & FILL No 85404 A B C GENERAL PERMIT Date Previouse previous Date previous permit issued rNew ❑Modification ❑Complete Reissue ❑Partial Reissue As authorized by the State of North Carolina.Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to: I5A NCAC. 741-1 i (Loen ❑Rules attached. ❑ General Permit Rules available at the following link:www.deq-ncgov/CAMArules Applicant Name Authorized Agent 'r`^ C1T/`A. t • far'4PAAJZ Address Z Q.t11nso Io )( • Project Location(County): ' Q Gw tt tr- City (r cu ,state 1.3L. ZIP ZcaLi' Street Address/State Road/Lot#(s) 7-0C1 7) r_50'L'‘.. '!' Phone#(_) - Email Subdivision FI_tSu2 CAS City rekly•0- Q.C‘ \C ZIP 2(4 7-88 Affected ❑CW [EW re PTA ❑ES ElPTS Adj.Wtr.Body 1)) - X (Al ( jperA4 (nat/ nk) AEC(s): ❑OEA IIIIHA ❑UW ❑SPIMA ElPWS Closest Maj.Wtr.Body (1 Yak+ 1+'KM ORW:yes .P—NAB.\ST� PNA:yes/e% Type of Project/Activity ..t-rLX /,w -(1 1 e-) tx ' "T-�144" I /� (Scaler'�D) `f- Shoreline Length -7. r Access length 2.C'Jt r 1'I// Pier(dock)length 4 419 Fixed Platform(s) / it direr iP ‘ Floating Platform(s) 6 J` n'" • e---� Finger pier(s) \ /L C e6t ' ` C,IA Total Platform area '~ `L_ Groin ength/t# Qt."Ctd‘14'. Bulkhe /Riprap length , 1-1- 4- *e`� M Avg dista a offshore ��p� Breakwater ill TT�' 7// eR Max distance ngth Basin,channel Cubic yards L�'F'w Boat ramp �� Boathouse/Boatlift y i r Beach Bulldozing ifo Other 4.-'$84IL SAV observed: yes 6 ..3 IL /1^ _A ek J l Moratorium: n/a yes (a) �" Site Photos: yes ati Riparian Waiver Attached� no � ��. A building permit/zoning ermit m y be required by: r^ +� J) ^^ �((� A TAR/PAM/NEUSE/BUFFER(circle one) Permit Conditions OA (OCR[, to i red t-e S" c4 4. (kph ❑See note on back regarding River Basin rules ❑See additional notes/conditions on back I AM AWARE OF STATUTES,CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE ST EMENT. (Please In' a NAG Nicholas Cavarocchi ' yINA,N. z L 2.14-ZZ Agent or Applicant PRI TED Name Permit Officer' TE ame Signature**Please read compliance statement on back of permit** t Signature Li r r J/ I e.'"T4/ CAMA DREDGE & FILL N9 85404 A B C sr GENERAL PERMIT Previous permit Date previous permit issued rNew n Modification Complete Reissue n Partial Reissue As authorized by the State of North Carolina,Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to: I 5A NCAC (t1 * 12-d1 n Rules attached. General Permit Rules available at the following link:www.deq.nc.gov/CAMArules Applicant Name �-�. (A.---)NfG r•— ( " Authorized Agent Ci k I .c-t T)4A- Address Z,4744 T:37, trs.SA) 0. . (C• Project Location(County): k fa.� tff __ .t"// City Cy € r^State lk)tr_. ZIP ZSLt2-C2) Street Address/State Road/Lot#(s) —.2.01 Pe.Se,nt54=k_. V(- Phone#( ) Email Subdivision `1 n/ SL Q Ci"'" , City (rc+CM� 6-�Cs C� ZIP 24(l 2 Q Affected I I CW I EW irPTA ES I I PTS Adj.Wtr.Body PE4 G K. CI' 1 C (nadAnk) AEC(s): n OEA IRA 0 UW n C_L�SPIMA I I PWS Closest Maj.Wtr.Body Y4C...k n ORW:yes PNA:yes/es Type of Project/Activity �S Q � � �JItx.. ' �iV?j J..3 � �+4TFOrtAN. i (Scaler��X ) Shoreline Length * [_ 'C Access Length 2.617( 4-4" Pier(dock)length ')`yy Fixed Platform(s) 7`� / rr/Cp up A"4 C�Floating Platform(s) S ! � Finger pier(s) TttOsttft C_IttA C O Total Platform area ` C Groin ength/# Bulkhe /Riprap length L� Avg dista a offshore Zer Breakwater ill rC ,.., ,,, �� y ''t'S Max distance ngth Basin,channel Cubic yards e�'�. L Boat ramp �t ' ~ --} Boathouse/Boatlift K.` � 4 Beach Bulldozing ` (� Other 1 '� i- �( w 0..1'‘ SAV observed: yes 65 , IL C , � Moratorium: n/a yes (Es) Cs�� Site Photos: yes 631, 2 �� 5 k Riparian Waiver Attached � no / `� \-o � A building permit/zoning permit may be required by: ti —4 [_A.--efrG t,pC.-�V._ Permit Conditionsdij A(1 1 D(AL r to t tse C u (q -)Zst.`S n TAR/PAM/NEUSE/BUFFER(circle one) (J`NI\( • 11 n See note on back regarding River Basin rules \ 11 n See additional notes/conditions on back I AM AWARE OF STATUTES,CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE ST EMENT. (Please Initia \gent or Applicant PRINTED Name : . fccb ermit P Statement of Compliance and Consistency • This permit is subject to compliance with this application and permit conditions. Any violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that: 1) prior to undertaking any activities authorized by this permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local ordinances, and 2) a written statement from the adjacent riparian property owner(s) has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s). The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certify that this project is consistent with the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: Tar - Pamlico River Basin Buffer Rules Neuse River Basin Buffer Rules If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of Water Resources. If you have any questions, please contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215). Notes/Additional Permit Conditions: Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized project area and disposed of in an appropriate upland location. Division of Coastal Management Offices Morehead City Headquarters Washington District 400 Commerce Ave Morehead City, NC 28557 943 Washington Square Mall Washington, NC 27889 252-808-2808/1-888-4RCOAST Fax: 252-247-3330 252-946-6481 (Serves:Carteret,Craven—south of the Neuse River,Onslow Fax: 252-948-0478 Counties) (Serves: Beaufort,Craven—north of the Neuse River, Hyde, Pamlico, Tyrrell and Washington Counties) Elizabeth City District Wilmington District 401 S. Griffin St.Ste. 300 127 Cardinal Drive Ext.Wilmington, NC 28405-3845 Elizabeth City, NC 27909 910-796-7215 252-264-3901 Fax:910-395-3964 (Serves: Bertie,Camden,Chowan, Currituck, Dare, Gates, Hertford, (Serves: Brunswick, New Hanover and Pender Counties) 3,`0"s'4, t. c_CAMA Ti DREDGE & FILL N9 85404 ABC D 1 GENERAL PERMIT Previous permit Date previous permit issued n New n Modification n Complete Reissue Partial Reissue As authorized by the State of North Carolina,Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to: 15A NCAC n Rules attached. n General Permit Rules available at the following link:www.deq.nc.gov/CAMArules Applicant Name Authorized Agent Address Project Location(County): City State ZIP Street Address/State Road/Lot#(s) "')f Phone#( ) Email Subdivision (` City f,!c-.i,{ t'\ ZIP T L� L Affected CW n EW n PTA n ES n PTS Adj.Wtr.Body - (nat/man/unk) AEC(s): n DEA n IHA n UW n SPIMA n PWS Closest Maj.Wtr.Body c`rI.t,"' '�,i.{;r! 1'' ,�'-'\ ORW:yes/no PNA:yes/no ( Type of Project/Activity 1l'cs `rnc•; c�.c X + {i-1 i Z yt (Scale: 1/4_ ) Shoreline Length Access Length : i Pier(dock)length Fixed Platform(s) '( Floating Platform(s) i Finger pier(s) r ilimb I Total Platform area /`) ,,,A � Groin(ength/# " •• _ Bulkhea4/Riprap length -r- -1 -; -- _ _ _i h Avg distance offshore x__.'.p .. -. . 4..__. _— Breakwater) IIIII IIIINIIIIIIIIIIIIIMIIIIIV Max distance ength 0 _ , Basin,channel . • Cubic yards �.,y..._ 11.111.1 L 1 r,rirru Boat ramp + MIIM •I III Boathouse/Boatlift Beach Bulldozing 1 ' IIIIIIII Other I e i r-_Ili _ , - SAV observed: yes I� �' Moratorium: n/a yes ® ��■, Site Photos: yes ��',� Riparian Waiver Attached:_ yes no ��[.5 NV A building permit/zoning permit may be required by: • h : a'- :- Permit Conditions 0- " '-r'A g, .t,.,;'. t-E ,. ( ._ n TAR/PAM/NEUSE/BUFFER(circle one) ❑ See note on back regarding River Basin rules nSee additional notes/conditions on back I AM AWARE OF STATUTES,CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial) \gent or Applicant PRINTED Name Permit Officer's PRINTED Name Statement of Compliance and Consistency This permit is subject to compliance with this application and permit conditions. Any violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void. This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The applicant certifies by signing this permit that: 1) prior to undertaking any activities authorized by this permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local ordinances, and 2) a written statement from the adjacent riparian property owner(s) has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s). The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available information and belief, certify that this project is consistent with the North Carolina Coastal Management Program. River Basin Rules Applicable To Your Project: Tar- Pamlico River Basin Buffer Rules Neuse River Basin Buffer Rules If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of Water Resources. If you have any questions, please contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215). Notes/Additional Permit Conditions: Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized project area and disposed of in an appropriate upland location. Division of Coastal Management Offices Morehead City Headquarters Washington District 400 Commerce Ave Morehead City, NC 28557 943 Washington Square Mall Washington, NC 27889 252-808-2808/1-888-4RCOAST Fax: 252-247-3330 252-946-6481 (Serves: Carteret,Craven—south of the Neuse River,Onslow Fax: 252-948-0478 Counties) (Serves: Beaufort,Craven—north of the Neuse River, Hyde, Pamlico, Tyrrell and Washington Counties) Elizabeth City District Wilmington District 401 S.Griffin St.Ste. 300 127 Cardinal Drive Ext.Wilmington, NC 28405-3845 Elizabeth City, NC 27909 910-796-7215 252-264-3901 Fax: 910-395-3964 (Serves: Bertie,Camden,Chowan, Currituck, Dare,Gates, Hertford, (Serves: Brunswick, New Hanover and Pender Counties) AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION Name of Property Owner Requesting Permit: Terry Wyckoff Mailing Address: 204 Peninsula Drive Carolina Beach NC 28428 Phone Number: 2n4-476-8102 Email Address: Phixitall@outlook.com I certify that I have authorized SOUTH CAPE MARITIME Agent/Contractor to act on my behalf, for the purpose of applying for and obtaining all CAMA permits necessary for the following proposed development: SEAWALL CAP REPLACMENT, FLOATING DOCK, AND PILINGS at my property located at 209 Peninsula Drive Carolina Beach NC 28428 in New Hanover County. I furthermore certify that I am authorized to grant, and do in fact grant permission to Division of Coastal Management staff, the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information related to this permit application. Property Owner Information: Sig ature Terry Wyckoff Print or Type Name Owner Title 01 24 / 2022 Date 1 22 This certification is valid through / 23 N.C. 01N3/01N OF COASTAL MANAGEMENT A)YER FORM ADJACENT RIPARIAN c n (Top pa'IiOn 10 be completed by owner or Thew agent Terry Wycoff Naive d Property Chew 204 Peninsula Drive, Carolina Beach NC- Address yr Properly �Abd�� o 204 Peninsula Drive, Carolina Beach NC LiaanPhixitall@outlookcom 304-476 8102 Deere's emit Ournor's PtarrM _.. Agent**Narrws South Cape Maritime �a PfronM _910-284-7647 Agrees Envoi —,_ Southcapemarine@gmail.com ADJACENT R1PARIAH PROPERTY OWtr1ER"i CERTw,CATPOM (loudest settee Se be tarp**,by the Adlegng Provost,Owner) t hereby osrMy tsar I own property mimosa b P*above rM r.Ac*d orcPafTY TP*Indt0OWliaPD'If"r'r4 brthis panel has dssartt red to me. as shown on the attioct»4 drawtrvr , M development they are P{eoIii A ttelelbeir P drGrelost'ti finkrgeone.mum Qf 14r !drum wow le 100 NOT have o(teceprs Io tt'us propross _ 100 have obarr.borrs to to Proposal It you how obleciterse to who Is Haase propoo.d, Ira►most notify IAa M.C. Alafabn of Coastal ale w,weal(DO in WOW ha 10 daps a/reoelpe of ttldr meta a. Camospondorrco should be wad le 117 Cardinal Outnw 01T.101bnirglork NC MOIL oat nlpre4Irien M eon else be contacted at 011/0 7W.7tTE Mo na ponto fit censsdwed the sane as no obliscWow r yew bone been notIlled by Car sited Mat WANER SECTION t u+4orMtk+e Pawl any proposed pot,dock mooring pangs,oar raw oraekwrer,boathouse, W. Or wcIn new be eel beds a overin ro+data c*of 15"from ray wee ol Voila some w4001 wa twd by me{the dcos net wore lo ould+Ma or rtsasp revelments), IM ruttish h to wore lie selbs&you mute the appropriate blank Wow 1 DO ware to wawa soma.m at to is. setbaCo2.014-4 .OR. at 0. eisby too mat sob to wore be 15 ssfbl*NgyUMMIM IMfNIM Os Mori) at Adherent Ilrpr nsn P tomoy Omar T P•OP sima moo al ARpo: Ray Heath . `of A 211 Peninsula DriveMOM "ter ARMS Rheath1122@gmail.com 910-279-6016 AMp►yu them& Door 2/3/2022 'timed 4'MN tha slip M ono your pow MIRY* • N.C. DIVISION Of- COASTAL MANAGEMENT ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM CER T JFP.E O MAIL PE`v'Pt cEcEPT REQ STEC or -RAfy;' GzL.`ER (Top portion to be conpietec by owner or their agent; -erry Wyckcft Name of Properly Owner 204 Pemnsula Dr. Carona Beach NC 28.428 ACdress of Property 2DE -e-r^su a Dr Ca-ohr,a Bean'. NC 28423 MaGliny;Address Cf°wrUr prixrtah@gmarI COT 304-478-8'02 Owners emar: Owners Phone# South ;a„? Maritime. LC 910-284-7647 Agents Name Agent Phones southCapertanne;ggmail.com Agents Ema ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION (Bottom portion to be completed by_the Adjacent Property Owner) hereby certty t'tal:own property as acent to the above rele•e-rcec,nrope-ry The incl vrdual app'ying for errs pe-r^tt n3s described to me as shown on the a:ached Craving.the Ceveopnent they are proposing. A descnbGor tr drawn w;th dimensions,must be piovw1*d with:his ter,er. X 2‘C',CT rave ooscions to this proposal I C0 rave oPiect,ons to this proposal It you have objections to what is being proposed you must notify the N.C. Division of Coastal Management(DCM)in wrrtmg within 10 days of receipt of this notice. Correspondence should be mailed to 127 Cardinal Drive EXT.Wilmington,NC 28405.DCM representatives can also be contacted at (910) 796-7215. No response is considered the same ss no objection if you have been notified by Certified Mail. WAIVER SECTION I r,ndersta'tc that any proposed pier dock, mocr.ng pilings,beat ramp. t-ea<water,ooathouse. i't.o-gran most be set back a minimum dstance cf 15'from my area of ripariar access unless waiver,by me(this does not apply to bulkheads or nnrap revetments).,'II you wish to wave the setback.ytki must sian the 3pp'dp'iatC blank below) I )C7 w,sh to wa ve some.,a I nt tie 15'setback Signature of Adjacent Riparian Property Chwier -OR- do not wish to waive the IS'setbacx reg..rremert fry ai tie black) ,' l Signature of Adjacent Riparan Property Ovate,- 'I2 r-7 •..— ti .4/ TypedtPrinted name of ARPO: Ia F W ci i ail t Roger We Mailing Address of ARPO: 7C3-335-53 20 ARPO's email. ARPO's Phones: Date: 'waiver is valid for up to one year from ARPO's Signature' Revised May 2021 II ►rt,ilt libt rii uu uu ii 0OHfr��C.A Project: Terry Wycoff C° 0f�51°4a 209 Peninsula Drive 0 ore\hs e Carolina Beach NC )3 `�`� �4 0 Date: 1/21/2022 = Sheet #: 5 of 6 4�j��flf Jj� 1 PROPOSED DOCK PLAN RIT�� Scale:NTS BOAT LIFTS,DOCKS,PILINGS D2 c„ ■ 1 - b ' ii. I 8 T PLEASURE CA Y CANAL z ■ �I T - Z I 1 y ■ 7' 1 v ■ I Tco (� O' ■ I PIERHEAD LINE ( ■ �', I ro 1 t 1 01 M a I I ■I i ' L I i i I 20' 1//4 Rule IJ I 3' , wwil L_, ' I ; Floating dock 6 x30' ■ I �.I i7IT - - TT1 2.5'; _ _ +w - ' J I E 1 I - - I ' Ramp 3 x16' ' ■ 1 ' 16' r FIxED PIER 20 Concrete Seawall Cap • s.0' fl r 12' 20, 16' aa' 7 38' 1 LOA 70' i STRUCTURAL DESIGN DRAWINGS Project: Concrete Seawall Cap and Pier-Docking Structure --- "" ww . Terry Wycoff .,. `,� ) Aci%209 Peninsula Drive `� ,M Carolina Beach NC, 28480 ' Drawings Prepared By: Location of Project South Cape Maritime (NC Unlimited License #82349) 6 6222 Greenville Sound Rd, Wilmington NC 28409 Peninsula Co Z 100% Design Review Set t •"'�'. �$ Not For Construction ' '� T .‘y� H C klir r„ 0 "il 1 ,V �. �j ` 44..„. ;.r y �t , 2Q7 "4'Ni! . %Ii w „.......... in 12 S Vil\rfl --s. 4. t-T. -.4 _ a,*( �A j . ' .'S - la — 1RIT% - BOAT LIFTS, DOCKS, PILINGS Dates 1/ 21/ 22 ) ( Sheet 1 of 6 General Design& Construction Notes: Material: General Design: 1.)All materials shall be as noted unless local codes provide a stricter guideline i.e.greater strength,durability,etc.It is the contractor's responsibility to understand and comply with these codes. 2.)No pipe penetration(drainage,utilities,etc.)information has been provided.If penetration throught the sheet piles is required contractor is to submit a detail for review. Sheet Pile: 1.)Sheet pile material shall be EverComp 26.1 as provided by Everlast Synthetic Products,LLC. 2.)This design is based on the specific properties of Everlast synthetic sheet piling which are proprietary to Everlast Synthetic Products,LLC 1000 Wyngate Parkway,Suite 100,Woodstock,GA 30189.Any substitution of the specified product will invalidate this design.This drawing is being furnished for use on this specific project only.Any party accepting this document does so in confidence and agrees that it shall not be duplicated whole or in part,nor disclosed to others without the consent of Everlast Synthetic Products,LLC. Steel: 1.)All steel fasteners and tie-rods shall be stainless steel(grade 304 or 316). 3.)Washers(ogee,fender or New York dock)shall have a minimum outer diameter of four times the rod/bolt diameter.Beveled washers shall be used for tie-rods installed at an incline. 4.)All reinforcing steel shall have a minimum yield strength of 60,000psi. Concrete: 1.)Concrete to have a 28-day compressive strength of 5,000psi. 2.)Concrete mix to have a max.w/c ratio of 0.4. 3.)Concrete to be vibrated to minimize air voids. Backfill: 1.)Backfill material is to be free-draining sand or gravel(SP,SW,GP or GW)per ASTM D-2487 and compacted a minimum of 95%per ASTM D-698. 2.)If a fine grained,non-cohesive soil(fine sands,"sugar sand",etc.)is to be used a geotextile is to be placed between sheet pile and soil before backfill installation. Geotextile(Required only if using backfill as noted in Backfill note#2): 1.)Geotextile used behind sheet pile shall be Mirafi 140N or equal. (ScoeI NTS ) Revisions , 1 %-\rV H CA 0 f fffI# r,.4,4 CO) lf 56Dac/NS <6 (DcteI 1/21/2022 100%Design Review Set c Pro e c t 1 Not for Construction /•M Terry Wycoff 209 Peninsula Drive 4RITIaro Carolina Beach NC, O o ` BOAT LIFTS,DOCKS,PILINGS 2040o Certified only with seal, ( Sheet O 6 6 ` signature, and date Design: 1)Design was based on RFTS,PLLC project no. 1792-18 report,dated November 12,2018. 2.)Design is based on soil properties as noted: SP-Very Loose(TOW to l Oft Depth) =29° y=105 lb/ft^3 y'=43 Ib/ft^3 C=0 psf SP-Loose(10ft to 15ft Depth) cp=31° y=110!bin y'=481b/ft^3 C=0 psf SP-Loose/Med.Dense(15ft Depth&Below) go=32° y=115 lb/ftA3 y'=53 lb/ft^3 C=0 psf 3.)If actual soil or site conditions differ from that noted in drawings,the engineer shall be notified immediately for a possible redesign. 4.)Design does not consider global(slope)stability.Owner assumes risk for global stability. 5.)Design does not account for presence of underground springs,wells or excessive water from site runoff.If these conditions exist the engineer shall be notified immediately for the need of a redesign. Installation: General Installation: I.)Installation to be conducted according to all applicable OSHA and local codes.It is the contractors responsibility to understand and comply with these codes. Timber Piling: 1) Piling should be vibrated or driven.No jetting without written approval of engineer 2) Piling should penetrate to depth shown in plans. 3) All timber piling and wale should be at minimal treatment 25 CCA suitable with salt water submersion. 4) All hardware to be heavy duty galvanized,suitable with local codes. Backfill: 1.)Backfill is to be installed in level lifts not to exceed 12"and compacted by use of mechanical means to required compaction by material backfill note 1. 2.)No heavy equipment load shall be placed in the active zone between the sheet pile and the deadmen without adequate support. 3.)Assembly and connection of wale,tie-rod and deadman system shall be completed prior to backfilling. Documentation: 1.)Contractor shall provide written documentation after the end of the work day certifying all piles(sheet&timber)have been driven to the required depths.If any piles are unable to be driven to the required depths,contractor shall notify the owner and engineer immediately. \ ,cH C,q ' ( Scaler NTS ) Revisions �� (Dotel 1/21/2022 100% Design Review Set ° Not for Construction Project: 1 � 4 4S Terry Wycoff } 209 Peninsula Drive • `1RITI Carolina Beach NC, 28480 \ BOAT LIFTS,DOCKS,PILINGS C Sheet 3 of 6 Certified only with seal, J ` signature, and date I 20 _ i' Chamfer (TYP) 3' (TYP) - 3' (TYP) ' d ji.... a 12' #3 Rebar Stirrup 6' ° 12' o,c, (TYP) #3 Rebar Dowel #S Rebar Long. // 12' O.C. (TYP) (TYP) ' / NOTE: - All designs are governed by general/soils notes (Sheets 2 & 3) EC 26.1 (TYP) h H 8' unless expressly stated on this page. 1 CONCRETE CAP DETAIL Di Scale: NTS OH C (Scale, NTS ) C Revisions 1 t o �{{�w Sti°'"Nso? (Datei 1/21/20222 ) 100% Design Review Set �. Not for Construction o/%\�'s1 l Pro ect. 1 `� ;{0 Terry Wycoff �'�iljilfj '� 209 Peninsula Drive `BRIT%' Carolina Beach NC, 28480 ` ) BOAT LIFTS,DOCKS,PILINGS ( Sheet 4 of 6 ) Certified only with seal, 1 ` \ ) \, signature, and date J (2)2x10 10' PILING C: U 'r`J T FLOTATION SUMMARY ____ —." (6) FD-3412 DockBuilders Float Drums(36"x48"x12") (60) LB-3804SS(3/8"x 4"Stainless Steel Lag Bolts) (60) W-38SSF(3/8"x1.5"Stainless Steel Fender Washers) A 4 Zo FRAMING HARDWARE SUMMARY rn I— (4) Outside Corners-End O O (4) Inside Corners w N/ N^ A - (10) Angles(2 per internalstringeroist) \ (20) Washer Plates(4 per internal stringer) / \ (72) Carriage Bolt Sets(1/2"x 3"bolt/washcr/hex nut) O . PECKING SCREWS O 0 (425) #10 x 3"Stainless Steel Sq.Drive as N N (I) Driver#2 Square Bit Zo _____,_ LUMBER SUMMARY(Not Included in Kit) r (2) 2"x 8"x 8' Fascia/End Boards rn O -_. (6) 2"x8"x 16'Stringers/Joists x �?• (34) 2"x 6"x 8'Docking Boards(approx.) a O g Extra 2"x 8"lumber required for blocking between stringers and over floats. 4,i O ♦ 1 (2)2 x 10 36"x 48"x 12"Dock Float (Approx.6916 buoyancy) 1 GENERAL FLOOR FRAMING 2 FLOATING DOCK SUMMARY D3 Scale:NTS D3 Scale:NTS .‘yVH C (Scale! NTS ) P Revisions , P 1 1`��`� �� (Dates 1/21/2022 ) 100% Design Review Set �A 6Q k te.�I►.�1 a 1 r 1 Not for Construction `�� 1 Project; `�� ; 1S Terry Wycoff `7 f 209 Peninsula Drive •t ~'��eN a '1zill Carolina Beach NC, 28480 `41RITI BOAT LIFTS,DOCKS,PILINGS ( Sheet 6 of 6 J Certified only with seal, ` ` f ` signature, and date J' Chock Ind Deb Deposited Cheek From Mom) Neme of Permit Flakier Vendor Check number amount Permit Number/Comments Receipt or Rotund/Roolrooebd • I Cokenn3 Cokenn3 Column,' Colunn5 Column,' Column? Coiumne Cokenn➢ 022 Land to Sea Construction,LLC Joseph Ballard First Citizens Bank 564 $ 400.00 GP#85589D JD rct.16561 :022, Land to Sea Construction,LLC Caroline Rudolph First Citizens Bank 565 $ 400.00 GP#85588D JD rct.16562 022 Terracon Duke Energy Bank of America 229269 $ 400.00 GP#85498D BH rct.15999 :022 Allied Marine Contractors,LLC Blanchard&Wells First Citizens Bank 10822 $ 200.00 GP#85558D JD rct.16560 022 William Robert Taylor Ill same South State Bank 9025 $ 200.00 GP#85590D AW rct.14882 :022 Tongue&Groove,LLC Bob Fleury Suntrust Bank 13492 $ 600.00 GP#85402D BH rct.16258 :022 trice Construction Ed Read Truist 10864 $ 400.00 GP#85451 D PA rct.16543 :022 Thomas Garcia same Delta Community CU 2278 $ 400.00 GP#85449D PA rct.16501 :022 Cohen Construction,Inc.(1 of 2) Robert Cohen Uwharrie Bank 21698 $ 100.00 GP#85452D PA rct.15673 :022 Cohen Construction,Inc.(2 of 2) Robert Cohen ,Uwharrie Bank 21618 $ 100.00 GP#85452D PA rct.15673 :022 South Cape Maritime,LLC Terry Wyckoff j Wells Fargo 1146,$ 200.00 GP#85404D BH rct.16259