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HomeMy WebLinkAboutWilmington (3)11gR-30-E@12 15:49 From: To:3415881 p_2/6 ..,, CERTIFICATION OF EXEMPTION FROM REQUIRING A LAMA PERMIT as uulhorlZod by the Stota of North Caimina, Dopsrtment of Environment, Hoalth,:and Natural Roaaurcoe Ana the Coastal Rosouecea Cornmiulor In an arou of envlranmontal concern pureumnl tm 1b NCAC Subchapter 7K.Wel. ApplicanrName �L►_+Ina►Ivn° �, I Phone Number 58 Address_Ocgtrf'rtr.�n�ak �rlwv.� Gily A,1116 —_ .....r. State P]ect,Loailtl�l (�ourrty, Stgre Road, dater scdy, erc.}����t,yr�. Type The proposed projoct to be localad and carictructed a6 dwzribod Ti io oer►ificatian of oxempflon from roqulring a CAMA perm above is hareby certifled a8 exempt from the CAMA pormlt ro- val,d for soma from tho data of Issuanco. Following expleati qulWent pursuant to 15 NCAC 7K 1'his exemption to a ro-axaminataon of the projuatand proloct slte may bo .nocass LAMA permit ragL fremante doom not uate the neaoeally of Ir continue thin cortillcatlon. YOGr anta!rtlr,g any whee SlFato, Foderul, or LaCaI uulhorization, SKETCH Z441 (SCALE: ] "o- 't f lS1+T1 j Also Rtle -Y CERTIFICATION OF EXEMPTION FROM REQUIRING A CAMA PERMIT as authorized by the State of North Carolina, Department of Environment, Health, and Natural Resources and the Coastal Resources Commission in an area of environmental concern pursuant to 15 NCAC Subchapter 7K �fl3.FA x plicant Name Uj'al 4 ll,-U 110111)gJtrn Ve Phone Number '41.'5� 5 dress +Y State N zip A )ject Location (County, State Road, Water Body, etc.) k-Ccui3c c(k 41 1 Ik ) f )e and Dimensions of Project i ' i( jc6 -+ r J proposed project to be located and constructed as described ive is hereby certified as exempt from the CAMA permit re- ement pursuant to 15 NCAC 7K .043. This exemption to VIA permit requirements does not'alllleviate the necessity of r obtaining any other State, Federal, or Local authorization. This certification of exemption from requiring a CAMA p valid for 90 days from the date of issuance. Following exr a re-examination of the project and project site may be nec to continue this certification. CETCH (SCALE: > b r cF / E ar cr-ix4 1-i> HEWLLTTS !, i 1C _ Lk/l I t 24 ftilwil `r- C�►�Stp L O1,- A N bl;l 15 TN1 S EXeJtA01i oO T L,, �• OEM 1-t ce4w,N744: PROMB[ 1BBGNMY AD../ . Pf101A11pT SFFBNG A an IAIES EPA / .,may 7 � BEASLEY ROAD EROSION CONTROL PLAN BCNc t/a• - r-c Or - ]D30 w6) M IIYO oDNrNu nc-oN �`a'��cE T. eEAs[r ROAo a NUETY a eNDG KML NFEn ro a (MLA. cwlRAcrn ro TN mE GIr a HBNKNGT➢N e1INGTs aMRal ANo NInaT WAFnc .1 N T AND, PROMOE Au NE AD. WAFFIC anmG d BONS NwuL- ur NOT LNBT[D ro. IEAs[r �Ao, PBE NROW RDAo, Aro uAswwMo Loro RDW. 2 COMM SMi [DINS[. COBILLA CONSTRUCTION AREAS S S. 1. STAESTABLISHED. NDISMIREMOW EO ARRAS AS SOON AS FMA OUD6 ARE ON.10REMOTE TEYPON COVER CONTROL ONCES (SILT FENCE, ETC.) ONCE PERMARENr WGTAnW cDTrn Is EsrneuvlED. ERDSION Ca a- 1. ANY GRADING BEYOND ME PRgECr AREA SHOWN ON THE PLAN IS A NOLATION AND IS SUBJECT TO A FINE. 2. STABRIZATOI IS THE BEST FORM DF' EROSION CONTROL. TEMPGNARY SEEDING MAY BE NEEDED DURING CONSTRUCTKN ALL SLOPES MUST BE SEEAFD AND MULCHED WARM 15 CALENDAR DAYS M COMftEDON OF GRAOMG. AIL RAT AREAS ARE TO BE SEEDED AND MULCHED WNM 15 MORNING DAYS ADDITIONAL DEVKFB MAY BE REOIIMED AS AWNED UPON BY KW HMO WR COUNTY FIELD MSPECTON. ENC EER. AND OWNER. a. K ACTIW CONBTRUCnON CEASES IN ANY SLOPED AREA FOR MORE MAN 21 CALENDAR DAIS OR 15 ONKINC DAYS IN FLAT AREAS, ALL D151Ux9ED AREAS MUST BE SEEDED. MULCHED, AND TACKED, UNLESS WTMN AFMOVK 15 GRANTED BY THL LROSION CONTROL INSPECION. S SEDIMENT MILL BE REMOWD IN- THE MT FENCE AIER EWRY - RAN EWMM AT NO TIME SHALL -IMEMT BE ALLONED TO ACNMGATE MORE MAN a INCHES. REPAIR/REPLACE THE SILT FENCE AS NECESSARY TO YANTAN NE BARRIER. fR MAD O ,R,� I. APRr SEE- AS SPEOFED ON EAPOSED SLOPES W NIN 21 DAYS FULLOWNG ANY PHASE OF DR DINC: ON All UIS IUNBLD AREAS WARM ZI CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION. 2 MINIMUM SEEDING REWMELENIM A LIME, APRY 1. P(RNDS PER I.- SQUARE FEE, R FERTILIZER: APPLY 2O UN PODS PEN I'- SQUARE TT. C. SLED (NOR-NCDOI RIGHT a WAY}. MR ACRE N: NOMBER-MARCN: NMUOA (UNHULLED) 20 CBS. WINTER RYE (GRAN) SO LBS FESCUE BE, LBS MAR MBEN: BERMUDA (HULLED) 30 LIK ESCUE e0 S. LCS . MUE ARPLT 1-1/2 TONS/AGE 01 STRAW (OR APPROWU EQUAL) ON AL SEEDED AREAS E TAOU ALL SLOPES ON STRAW ORLON ENOFDRRG 1.1 TO HAW A—T TACK APPLIED AT ME RAZE OF 221 GALLONS/ACRE. J. A SCR PREPARATION AND SEEDING. INSTALL JUTE MATTING OR EOUA ON AL gSIURBED DITCH SLOPES AND INWRTS. a. MANTAN SEEDED AREAS UNTI YINI4UN GROWTH IS ESTABLISHED .CND/OR FON CONTRACT TIME. �S GRASS SHOULDER WON - SEE PLANs ------ - - - -- ----- GRASS SHOULDER NOTES: , ROAD — ILA M, NII- IN I Pw cawNO INL- sF � 51a 1.5• NmOT SURFACE COARSE SB.SB Z s w/�Z' ll uw AO I'AS,ENEO FIN LMION ElOS11NG 3" NCDOT SINGER COURSE 11B.® MATCH 36 WOM AH SHAL NlEOwiELY TO ME WMF AS DIRECIED �BY - TIN f YAINTAN EIeS1eRC POPE YANTAN EXISG SCONE 51EE POS REP . AND BE Of - FFBE I AST[NEN ANGLER 1 I_ 1 11- 111- 111-�1�1 -__ c'1 - -;---1 1 1-'I I T 11-III=-T _III_--=1 I I= I I I -_III N I I- _I I I— WOSLEFFO POSTS GALL BE A uINIMUM OF l e' N HFIGR AND J• ON YORE N __ I I \I- 5 Aec `OOEEPAt ED EX $ R G SUBGRACE OR III —,R N N[_ AND r as Mar I- SUITABLE COMPACTED FILL SUBJECT -:III- N D-V R MINE FABRIC SHALL a I I TO SATIYACIGRY PRUUF ROLL AND NSPEcnDN BY CITY. LESTHANT 1. RE • NES1-1n LONG I - �H ANCHOR, RE _ AS DI EC[m B - NE WS I TEMPORARYGUIDELINES FOR SIL CALE RULE a�tip A NEte 'AOI1PNr ''M r. AN'� Y yt y, +�•�� WI L M I N G T ON North Carolina r DerriupeMNtSNKv{tta v. [Ey(MEeerIEERDIvl.lun,, . M ...N,.. •, CITY OF WILMINGTON AI)G.00,2W9 BRIDGE REPAIRS p$BBm Bri(IgeNo. 640016- Bee_sleyRoad" Wilmington. N.C. 0 IEwrdFaCaRN Him �.BA.BB (' B IMRMIFa t'wlRcveW-100% IIuaOFaFNUIRevieW-NaFa('mMINtiuR ORM_09 05.39.UB AWIH.T009 1 Fa Rarirr OS22.0G RM9016 - Henn 11•. we ^��'•� ( Rrx uxa) In Ir. wE. •' Rise' Io IA Pe[ (Ixr a It) Im _ • • �K� ' fLRR[R. HL-._ R1a eTR,TN -` x Ip,1101T (T111IY,U (I�VRv+) \\T J: x k L' ;G x I 'X k i; el k RIIVN - a Rsr 1: i; ;I; i; L ROR, t x ;I, I:Y- F' ;I; :1: ;I; d; x k 7i �I; 'I; OSSM1Ie 'N, ;5 'I' I; k ;I' ,I' `vat aUln.l (ix7 8; ;Y, s k k ;g 8; it 'k uxnT am 1ry--. RFIX t�eHB ;I, 8; i;g�y;l; ;I. ;1; ;1; i; ill k yKPIE T 1 9Y �ij tii p! ii 'I� IIIS,T ;li p! Ii� r C I i .7 1' ( 1 =-i; - x r, it --r-� �Ir- +�--il;- •au . .�.'•'•'.'.'• . .rmrtxT Mllt•• . 1 ,l •••••••••••, EI._g. •Yga alnuR In IV. AE 1 BEASLEI ROAD BRIDGE PLAN - REPAIR (BASE BIDI acllE I/r - Y-R• NOTE MURK 7NIS DRANING WTH pNL DRANING C}.D. t nrKCJ Io sp ESISINR Row w/ PRWER SfE SRcs „'^+ 5/S" IX .FRSIIxC wI�S� f7s). 00 Nt W V IttR�EwRCRRR -In . t'-) In• (-a w fXY) EnR1 a - Q IpR 1)) i/1•s +Tls wIs M L u..ln . ''-1• IRc IKa y. •wN6f�iT: Fes. G•Lv. ELEVATION (TWO PLACES)- SECTION (TWO PLACES) - i3i REPAIR [BASE BID! QREPAIR (BASE BID] EOVF: 1 - 1'-C emr•w vong J. SbiE: t I b a. 1. R v'.1'•r-ar r r,,.en IRa rxv.) IR) Wort raIR6 ' � ev an'• . r (xa. o i us •• 1 • � � RPoe�jr` Ina .sums) �� / RYL 0.alw CR11 Ct19RK P1E� IR. LI.IJn • I'-Y (I) ea P an' v+ssTr 1)Oe. MR (RIl RRY) Dr RIE rr aKMlfl1)e UC wa Fe SOR® SECTION - REPAIR [BASE BIDI i61 TYPICAL NEW ABUTMENT WALL [BASE BIDI IT.IC N'-Y IY IV Y'-11• CA ROIDNRI bb -*r DRltll E RowtaY, N1 le. u Ig RRR I) EOI. me • - E.t wE IZE w r m qE w IR. N'. Pet IsR wR .) •• s,ts.tc , �Ii LOOu'� ()+s+U a1wZ aIuYRIeReR s¢ )yI m vww Etoo IRE )/ssq 5¢ )/Sl T i'T - b taalPlg II•• a (. - ,s Il.tbl @SRk'� - �GA,i�s[ Dawc I.• Ia1 Ir. PIf (II IIRR I) (.QI. nil IHllwpll wru ` (� MOR 1) EwST. nI)o[ (tt,a Yuta � I - I I I I '. .. Y L In .1•e (RR,01 RIO QttT Y.IEE ____ J I �1 BEASLEY ROAD BRIDGE ELEVATION -REPAIR [BASE BIDI J. scNe a/r - ,•-o• NOTE: 8 SEC- }. s� D ISRdE,.Ym.•I.ti.el �aR.� WI L M I N G T ON CITY OF WILMINGTON C Iavved roe Eilul R.vi•w_Iwr: oR.a.ov ,Q,� StPT. 09, 31XN a I ueJF FiulRciew-Nmf"( Da.3R.A w/�/_ North Carolina BRIDGEREPATRS sePi. oe, 20o9 o..lnv e69cYl«. E yl ee ln6 Dlvldon os BR 20 Bridge o. e N640016 -"Beasley Road" A IUIId Fu f)wrcn Rcvicw Oa32.lN .wu..v... wean, .Pµrl.wri Pf1B016A 1Wilmington, N.C. a/r alwawa aua � � 2 5/s3.0 +. ems;•,• Mmr) l�f -- (�w.) »w ruA aF aim -uana lrow (fflrAU wwla - r-P- wcna Boa rrawrt T. is 'll i # (faA•W ;1; 3: ssl w1E I X 'I; i; ;I; a: a V2 IN x is ;I; ;I: ;G, 7; ;I. - ,r,--;e-_r-Y �C 1f-1-il_-il_-;V. - am�w~A•al[g a�awxclui -_ ;1: it ;Y, it:� II Ir uI .- t w „a„," - gyp• avenw a.0 ELEVATION SECTION 1 a III- a aw.. f• r-0• awe I 4' a zI a r BE IS ROAD BRIDGE PLAN - EXISTING CONDITIONS BEASLEY ROAD BRIDGE ELEVATION - EXISTING CONDITIONS BEASLEYI — 3/r . TION - EXISTING CONDITIONS a I�dFwCaaenmtim w.oe.oa .. G T,•�� M• N.w C1TY OF I,laanRsa1ar5i�"agr.wi1a6-.wI Oggtlff...0:x9x/...0�aa➢ , North Carolina BRIDGE REPAIRS aA �. w� ouudaFFFa«o<oFFiiwnna.rcll_ iii,�4`' •..,.,.w SEPT. �ij rn•D•awvanf"pwLaQnl4•I•a g nAngomaW�w+ Bridge No. 62UD16-"Beasley Road"_ Wilmington, N.C.