The URL can be used to link to this page

Home My WebLink AboutCaughman, Rebecca 79608CElR5-Em'" As au6tr"ed by *re Sate of Nordt PERMI T -.<?Reissu6 LlPartialLlComplete Reissue Carolina, Deparrnent of Environrnental Qr.diq/ of environmental concern-Pur$ant to ISANCAC Previous permit #\:, Date prwious permit issued and the Coastal Applicant Phone # Auttprized Agent ln an t lErv nHHF trtlt u PlrlA yes / , Propct Location: County A-1| Street AddresV Phone # Adl. Wtr. Closest Maj. Wrr: Body ZP Afiected AEC(s): ORW: yes Llcw UOEA DPTS UTVA ha-t /nran lUr&A) r ,d .rype of Prliec{ Actiyrty ---- ) -.: ! I i Pier (dock) length- t'-- Fixed Pladorm(s). t --_----Flodqg 'l tFinger pier(s), Groin hngth + nr.rnber t- IBulldread/ Riprap length {--t- * a6 distance -.-| rmx distance Basin, channd.-=-*.-- ---z- orbk Boat ramp _I BodrourdBoatlift --/ : t+------' " Beadr Bulldczir6:-__ 'fr1--t '-- -,- 'Otrrer *-F t Shoreline Length t ,_*1,_._ l {L+"q0'.V SAV: notsure Moratorium: nla Phocos: WaiverArached: y€s yes yes yes ..1 A building permir nay be required by [ ]s*noteonback River Basin rules.( Note Local PbnningJuridiction) NoteJ +*read backof permit* ls"uirrg I t.: t- '---: :-I t ,l _t -1 i il;, / I] DREDGE & FILL ENER/AL PERMIT IModification ECompleteReissu6 EPartialReissue As by the State of North Carolina, Department of Environmental Quality and the Coastal tsston tn an of environmental concern pursuant to I 5A N Applicant Nr N9 79608 AB o D Previous perm it# Date previous permit issued 0 State Prolect Location: County Street Address/ Phone # Adj. Wtr. Body Closest Maj. Wtr. Body Phone # Authorized Agent --- Affected AEC(s): ORW: yes ucw trOEA L] EW tr HHF lIH tr N PTS !N/A PNA yes I }c ) I i--f - -{- - l.--l T I "tl- Type of Projecfl Activity (Scale:)Pier (dock) lensth !'- Fixed Platform(s) - e- Floatinq Platform(s) FrnSer Pter(s)--=- Groin length -- T----r---r---T----rf-1 -+ number v Bulkhead/ Riprap length l avg distance offshore max distance offshore Basin, channelr-t' cubic yards J Boat ramp Boathouse/ Boatlift*-=--- Beach Bulldozing Other Shoreline Length SAV: not sure Moratorium: nla Photos: Waiver Atached: yes yes yes yes A building permit may be required by: ( Note Local Planning Jurisdiction) Notes/itions --t-'--t-'.,]- -t l [l s"" note on back River Basin rules. t1 r -J 1* 1 ,,,,1,,,.-,.,, -+.* II i--1-,*ilt -t-1- l--l-1-tt tt I --J*-"t_-J**r 1 -f 1-.1- --+-t+ or read compliance statement on back of permit ** # Signature ii* Pri lssuing s Date - , tr +-- -t-t + {**-i-] II T tl ri-r]_ I \ -r-l- -*f*J" lil+i!irtirlili H* r-r*r*I j-' L+J-Lffi*f -J Statement of Compliance and Consistency This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violaiion of these terms may subiect 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 proiect site and accessible to the permit officerwhen the Project is inspected for compliance. The applicant certifies by signingthis permitthat l) priorto undenaking any activities authorized bythis Permit, the aPPlicant will confer with app.opriate loial authorities to confirm that this proiect is consistent with the local land use plan and all local ordinances, "na Z; " written statement or certified mail return receipt has been obtained from the adiacent riParian landowner(s) . The State of North Carolina and the Division of Coastal Management, in issuing this Permit under the best available information and belief, certirythatthis Proiect is consistentwith the North carolinacoastal Management Program' River Basin Rules Applicable To Your Proiect: Tar- Pamlico River Basin Buffer Rules Neuse River Basin BufferRules [-l oth"., Division of Coastal Management Ofiices lf indicated on front of permit, your Proiect is subiect to the Environmental ManaSement 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. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the wirrninton n"gional office (910-796-7215)for more information on howto comPlywith these buffer rules' Elizabeth Citv District 401 S. Griffin St. Ste.300 Elizabeth City, NC 27909 252-264-3901 Fax:252-764-3723 (Serves: Camden, Chowan, Currituck, Dare, Gates, Pasquoank and Perquimans Counties) Washington District 943 Washington Square Mall Washington, NC 27889 752-946-6481 Fax:252-948-M78 (Serves: Beaufort, Benie, Hertford, Hyde, Tyrrell and Washington Counties) Wilmington District 127 Cardinal Drive Ext. Wilmington, NC 28405-3845 910-796-7215 Fax: 9 I 0-395-3964 (Serves: Brunswick, New Hanover, Onslow - South of New River lnlet- and Pender Counties) http://portal.ncdenr.org/web/cm/dcm-home Revised 7/06/ I 7 Morehead City Headquarters 400 Commerce Ave Morehead City, NC 28557 252-808-2808/ l -888-4RCOAST Fax 752-247 -3330 (Serves: Carteret, Craven, Onslow - North of New River lnlet- and Pamlico Counties) AG ENT A UTHORIZA TION CAMA PE RMIT APPL]CATlON Name of Property Owner Requesting Permit: Mailing Address: c fr A \\.*,\..Qo.-0^ .ruc a.t\s\& Phone Number:1tt - ubb- -1t,a5 Email Address:Fcc,.,(_ I certify that I have authorized F. Agent / to act on my behalf, for the purpose of applying for and obtaining all CAMA permits tl necessary for the following proposed development: f,t^o..l,o^,roc-\o 5o(tE €>c,c* at my property located at ,Ab q.r,t\,.) Gvt , rrc-., l/ i in Qrr'tsz\Cou nty. I furthermore ce,tify that I am authoized 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 evalualing information related to this pemit application. Propety Owner lnformation : Signature t0 bb mil or Type Name - &-ftrrr oX Tiile -l-,i3-/-C9ar-Date f'/ L This certification is valid through I \ RECEIVE.A $AR 10 2t)?\ DCM.MHD CITY ADJACENT RIPARIAN PROPERW OWNER STATEMENT I hereby certify that I own propsrty adiacent to QcE^.* Qt&* G,r.L-.^, property located at tt (Name ol Propertyr Onner) (Address, Lot, s ?lri: G\t"^.**'.l 6. 5e.r,.rq-\\ \o :qnn- r:rc.c* \oo\q^-\. S",\& qe-*i Qcl( on, Qar oF tl^,.x. -to *{to.C., -t, ll^o 5 te- 61 Ho,*-. tucr.., tA{s Fto.. f,^}r..,.,.e o_ Ta;t o on in A*\, N.C (Waterbody)(CltyrTown andror County) Th€ applicant has described to me, as shown below, the d6\r6lopm€nt proposed at the abovelocaton/-./ I have no obieclion to this proposel. I have objections to this proposal. DESCRIPT]ON AND'OR DRAWING OF PROPOSEO DEVELOPTENT(lndlyldual proposlng devetoryrrent must f,tt ln descrlpoon betow or afiech a slb dravtng) ,."g Rang ot*) FH o\6e . I undsrstand that a pier, dock,,,oo-ffiiffip, brcakwater, boathouse, rift, or gminmust be set back a minimum distance oi 1siftom my area of riparian i*r" uni"i, *r"iri oyme. (lf you wish lo waive the setback, you must lnlflil the appropriate blank below.) I do wish to waive the 15' setback requirement. -- I do not wish to waive the 15' setback requiremenl (Propeily Owner lnfomation)(AdJacent Propeftlr Owner lnformatlon) re* +.t K t\v.Jcrrl5 Ptint or Type Name ture Pint or Type e A ( e-eJ',r )c. Dr ll So,l^..va Cily/Stabmp City/Statezip / email address Telephone / email addoss ECEIVEDDa 'Valid for one cal€ndar year after signature' Ddte' L (R'Y'sed^'s\iF((t o zoa DCM.MHDCIW AIUAGEiIT RPARI,AI{ PROPERTY OWNER STATEIIETIT I hor€Dy oort'ry $at I ol,un ploperty adjsoont to property locatod 8t ot Proporty (Addres8.atc,)on ln (Watorbody)(ctyrfaim andlor countyl 's The apprcant hes descrlbod to me. as ehol^,n bolow, rhe devolopmont propoeeo at rho above locadoa.'*7" r havenoobJecdonrusprcpoaarja*f1"",| tJ-fi r[:I?it^1,'iL N.C. WALL Aa t{*noOe-@rr ha\ro obJecilonsb tlils proposar i:Y:l#; y"?:t DESCRIPNON ATTD'OR DRAWTNG OF PROFOSED DE\IELOPTEilT(tndMdual proposlng dat olrynant mustf,il ln d€!,ctlptlon bet0ry or atf/ch a slf€ drtyrlngl 0*qto""ru* 6' Seq*o-\l {o sorn- cxoc* \-o\Qn.*. 6",\& u*, QcJt q, Qt^r- "f lt-r {o dtp& to Ho.o5re 6; Ho.xe-.nu., t*4s Fr*" g,h*a ,."(q"^e ^5 I understand.thata pier. dod<, ry1ffi.ffiffiO {eglrmbr. boafto,$a. rifr, org,oin$:i,i*ffimHrffi# :f"m,ffi ffi* *Itmf ;"idi fi - I do wish b rialve lhe 15' setback rgqulaam€nL - I do not wlsh to waive the 13 setbadr rcquiremsnt Oi, (Adtacont Propety $o* "F Hor6c.. Owner lnforma0on)@roperty Oumer lniomdm) PtlttulypNafiB qn UO(A A.TUERST Ptttt +tg o/.TyfrNsf,e t ErJ'6Ll9H 6A F,EN\ WAY c*boa *.L 9D qtzq Ielqpioae ,Vumberl emarl addrqss 03,01-1-oLl RECEIVED(Ret'irdAag. Aora) MAR 10 202r I\ Dala Date' Scanned witir camsc3ncr{8?M H D clrY ffi ffi @ 1/alid br one calsndar yBsr after signst rBr TItrIEVT/ALL ht,,,,, TW30 techniol oata sheet 174 25 t,l 508 mm 20 in Available Colors Tidewall Vinyl Sheet Piling comes in a standard color of light gray, but it is also available in clay, slate and other custom colors upon request. UV Protection All Tidewall Products are produced from highly weatherable, Uv-stabilized rigid PVC. Lifetime Warranty TidewallVinylSheet Piling products are covered by a transferable 60 year Limited Warranty that protects against manufacturing defects. The information provided are nominal values and are believed to be accurate. To insure that you select the proper Tidewall Vinyl Sheet Piling product for your particular application, Tidewall recommends that you consult with a qualified local engineer and/or contractor. Tidewall makes no warranty of any lind as to the suitability of Tidewall Vinyl Sheet Pile for a particular application, or the results obtained therefrom. Tidewall Vinyl Sheet Pillng is engineered for the sheet piling construction industry according to United States Army Corps of Engineerf,E@EIVED guidelines and tested to ASTM material specifications. 635 mm MAR 1 0 2021 Constituent Material PVC, Exterior Grade RiSid onv PVC, Exterioa Grade Rigid only Sertion Widrh (W)20 inches 508 mm Section Depth (D)7 in.hes 178 mm Section Thicknesr (T)250 in.hes 6.35 rnm Weight 5.4 lbr/lineal foot 8.05 kg,/lineal meter Moment of lnertia 41.4 in4/h 5.653 cm4/m 11.6 in3/ft 623 cm3/m 5,283 ft-lbs/ft 2,a9O ks-mlm 3,141ft-lbs/ft 1,it45 kt-m/m ASTM,D638 6,5001bs/in2 44.8 Mpa Flexural Strength ASTM.D790 11,140 Psi 78.0 Mpa Modulus of Ela5ticity ASTM.D79O 380,000 Psi 2,620 Mpa Notched lrod lmpact ASIM-O256 13.75 lbs/in 2.46kgl.n Heat Deflection Temperature A5TM,D648 158 de8rees F 70 de8rees C sales@tidewall.com 724-s28-seo0 | 724-s28.sso3 f ,**.,iP9.\[iHD c ITY Section Modulus ultimate Moment Allowable Moment Tensale Strength TItrIEVVALL ht,,,,, TW30 technical oata sheet 25*rn17a 6.35..... mm I *r*--,oi"-------_l Constituent Material PVC, Exterio. Gr.de Rigid only PVC, Exte.ior Grade RiSid only 20anches 5O8 mm 7 inch€r 178 mm .250inches 5.35 mm lryercry 5.4 lbs/lineal foot 8.05 kg/lineal meter Moment of lnertia 41.4 in4ft 5,653 €m4/m Section Modulus 1r.6in3/ft 623 cm3/m Ultimate Moment 6.2&l ft-lbs/ft 2,890 kg-m/m Allowable Moment 3,141ft-tbr/ft 1,'145 kt-m/m Tensile Strength ASTM,D638 5,500 lbs/in2 44.8 Mpa Flerurrl ASTM.D79O 11,110 Psi 78.0 Mp. Modulus of AsTM-D790 380,000 Psi 2,620 Mpa Notched hod I ASTM-0256 l3.75lbs/in 2.46 ktlcm ASTM,D648 158 detrees F 70 d€grees C Available colors Tidewall Vinyl she€t Piling comes in a standard color ot light Bray, but it is also available in clay, slate and other custom colors upon request. UV Protection AllTidewall Products are produced from hiShly weatherable, Uv-stabilized ri8id PVC.MAR 10 202r DCM.MHD CITY Lifetime Warranty Tidewall Vinyl Sheet Piling products are covered by a t.ansferable 60 year Umited Warranty that protects against manuracturing defects. The inlormation provided are nominalvalues and are believed to be accurate. To insure that you select the proper Tidewall Vinyl Sheet Piling product for your particular application, Tidewall recommends that you consult with a qualified local engineer and/or contractor. Tidewall makes no warranty of any kind ar to the suitabilitv of Tidewall Vinyl Sheet Pile for a particular application, or the results obtained therefrom. Tidewall Vinyl Sheet pilinS is enSineered for the sheet piling construction industry according to United States Army Corps of Engineers design guidelines and tested to ASTM material specirications. sales@ti all.com | 724-528-5900 | 724-528-5903 I www.tidewall.com RECEIVED Section Width (W) Seclion DeDth (Dl Section Thiclness (T) Heat Deflection Temperature --:**n-- +l*l-]-Ft-L Q"L- Sec.\\ f tle Trot- .-..\\ fdr crr..* \fr+\5 C. W {'e.dn-.*l MAR 1 0 202r ctw o,F Al{oJ-o g>,s{,- DCM-MHD &ooeq&,F.o-r1\.. I --: 'J .^r,\ I U ao$+usfs \ro tD e.,^*\s (uO+" O\.'.f be- b' w,\t bc-Bttg,\,-13 -TL{ ",1\lv Q\q.uo E:nry Utt L tt ka h*J 5/t'')(\s I -t 1j :lL;-j-i-,:-i li t, It)lo.o 1;rs'I It*. \ ;1s Q"oalIx s/v tqr\ G 11)5, J ut l,-,Q, l'la Ho.e ? A+ \*_\,.oL C.ieeY O, .,r- te.,cL, . N C_&t\o."".r.*o: "tc. tlr,,\\ -Tc Scurrr- ic'.c't) t.; {,,'*i '*L#Y)6*5{,r-r RECEIVED MAR 10 202r DCM-MHD CITY .15 l :tr" '1 J5 I J5'5€.r r^-:c.\ I Jt,:e- a-,*U Nq$h.ro:: be b, r.J Li " [,,,- \tr.,e. .r w,\l FJe- o"?,\\"'$-! Q\c..o t"15 -1-"L"1 ,*,1 \ E:a'7 gt, ,, .^r,\l b"r-c,...:\.rrc.|c O ,i {tJn*,,...,1 C",}" d1o, -Tle l[\y t) cr.t \(-". ,il\n.$,o 5/v1 *,:' kI c J ci() )+.r ,)\r,c \ -{ s eoch &ooohu/ll 5/u" , i5r Q,o $r,o $"l.l,ci,, )lr) I l\..=e-