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HomeMy WebLinkAboutGeneral Permits (5414)LERTIFICATI F 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 .0203. Applicant Name L t f ' "I / I _e k /:�'-P ; '_�- Address ! fh- p `t h City tor, A Iy � Project Location (Codnty, State Road,, Water Body, etc.) Type and Dimensions of Project -7-� The proposed project to be located and constructed as described above is hereby certified as exempt from the CAMA permit re- quirement pursuant to 15 NCAC 7K .0203. This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State, Federal, or Local authorization. Phone Number State 1i` t Zip ' U r ti v .r I i �" d� 1 �►" This certification of exemption from requiring a CAMA permit is valid for 90 days from the date of issuance. Following expiration, a re-examination of the project and project site may be necessary to continue this certification. SKETCH t t, ,) � - j_I �- ,,,t, (SCALE: ) d f► i'j a -7, Any person who proceeds with a development without the con- sent of a CAMA official under the mistaken assumption that the development is exempted, will be in violation of the CAMA if there is a subsequent determination that a permit was required for the development. The applicant certifies by signing this exemption that (1) the ap- plicant has read and will abide by the conditions of this exemp- tion, and (2) a written statement has been obtained from adjacent landowners certifying that they have no objections to the proposed work. CAMA Official's signature Issuing date Expiration date Attachment: 15 North Carolina Administrative Code 7K .0203 I State of Nbrth.Olarolina Department of Environment, Health and Natural Resources Division of Coastal Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary Roger N. Schecter, Director Dear �R . 1p\N e�� EDEHNR DATE: —13 - QLO , 1997 Attached is a Certificate of Exemption From Requiring a CAIVIA Permit. In order to validate this permit, please sign all three (3) copies as indicated. Retain the yellow copy for your files and return the blue and green signed copies to us in the enclosed, self-addressed envelope. Your early attention to this matter would be appreciated. Sincerely, P Field Representative /dh Enclosures Hestron Plaza II, 151 B, Highway 24, Morehead City NC 28557 N%f ���Voice 919-808-2808 FAX 919-247-3330 Courier 11-12- 09 C An Equal Opportunity / Affirmative Action Employer 50% recycled / 10% post -consumer paper CERTIFICATION OF EXEMPTION FROM REQUIRING A CAMA PERMIT ���' �� ��� C 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 .0203. Applicant Name C If v �' �u �2 ter, N(7 L, t Phone Number Address Uo City �' 7 0 •� , /e c� /) Q u { 4 -t State C Zip O Pro Location (Co nty, State Road Water Body, etc.) (' � v O CL S Y� ' C -� �P.( y GL Type and Dimensions of Project l or.P 7 5-L& 4. c /12' 1, n kL G . -71- The proposed project to be located and constructed as described above is hereby certified as exempt from the CAMA permit re- quirement pursuant to 15 NCAC 7K .0203. This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State, Federal, or Local authorization. This certification of exemption from requiring a CAMA permit is valid for 90 days from the date of issuance. Following expiration, a re-examination of the project and project site may be necessary to continue this certification. SKETCH ,� tZ (SCALE: ) 4� C O . �� v yea l--�la��S l C d► h� G �rd—�� (6 / Any person who proceeds with a development without the con- sent of a CAMA official under the mistaken assumption that the development is exempted, will be in violation of the CAMA if there is a subsequent determination that a permit was required for the development. The applicant certifies by signing this exemption that (1) the ap- plicant has read and will abide by the conditions of this exemp- tion, and (2) a written statement has been obtained from adjacent landowners certifying that they have no objections to the proposed work. Appl' ant's§tnature CAMA Official's signature 3-/g- 97 Issuing ad to Expiration date Attachment: 15 North Carolina Administrative Code 7K .0203 AVOLIS ENGINEERING, P.A. �J P.O. Box 15564 • New Bern, North Carolina 28561 • (919) 633-0068 February 4, 1997 Mr. Charles Pigott Division of Coastal Hestron Plaza II 151B Highway 25 Morehead City, NC Management 28557 rrn FEB 0 61997 J U RE: Pier Replacement, New Bern Towers, 1125 Walt Bellamy Drive, New Bern, NC Dear Mr. Pigott: Pursuant to our telephone conversation, enclosed please find an aerial photograph taken from the Craven County Tax Office showing the pier as constructed at the New Bern Towerousing Complex at 1125 Walt Bellamy Drive in New Bern, North Carolina -,,This pier was damaged during the recent hurricanes and the damaged portions or the pier are scheduled to be replaced. The reconstructed pier is proposed to be the same size and length as the original pier. Enclosed for your reference is a copy of the project plans documenting the extent of pier demolition and reconstruction. The following is a listing of project data: Project Location: New Bern Towers 1125 Walt Bellamy Drive New Bern, North Carolina Project Owner: City of New Bern Housing Authority c/o Mr. Guy Smith 837 Tryon Palace Drive New Bern, North Carolina 28560 (919) 633-0800 Project Engineer/ Point of Contact: Mr. Kevin Avolis, P.E. Project Engineer Avolis Engineering, P.A. 5405 Morton Road New Bern, North Carolina 28562 (919) 633-0068 • It is requested that the enclosed information be reviewed and that a CAMA Permit be issued for the repair and replacement of the pier. Should you have any questions on this matter or need any additional information, please do not hesitate to call. SpevinAvolis, P.E. ent �61 I - I I , . el i- 11 r; " 7, - . I i I t . I '1h ,� . I I I i'­", I I " - , , , I . p I , , . � . . _1W? 11 . " 1. . ,r I . , . 8 r fir' Orr, .1 1� Im", "" .1 � I I , � w ':•I-, a I 4�,rli I " I . �,,,�, I I ,� � f . , ,. 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NOTE: DEMOLISH DESIGNATED PORTION OF PIER IN ITS ENTIRETY INCLUDING ALL PILES, BRACING, GIRDERS, STRINGERS, DECKING, RAIL SYSTEM, AND BENCHES. LIMIT ;F PIER DEMOLITION/REPLACEMENT P"1 A II C- v/."Trk A 2+ 00 1 + 00 (__­B DEMOLITION - EXISTING PIER PROFILE Cl Cl HORIZONTAL: 1 /8"=1'-0" VERTICAL: 1"=1" 134'-9" /MARSH- PILES, GIRDERS, AND BRACING TO REMAIN THIS LOCATION x< STRINGER - REM( )VF L2x6 DECKING -REMOVE 1-m LMARSH/ NO WORK THIS AREA Nu WORK T- �fHIS AREA 1 ION 1;'r I_iA T E iisions j TEMPORARY BENCH MARK ELEVATION = 100.00' (ASSUMED) TOP CORNER OF DECK a SIDEWALK U 1 1 � n n "I � CFI )SS BP '.CIN s 10U 99 98 97 96 95 on � 00 "_..E-REMOV'_ C D E M EX"-ITlN _DECK CROSS :DLC1-I01\1 C1 C1 SCALE: 1 /2"=1'-0" Ln 00 ^, N W Q Z_ � J O a mu f_ , c _ �Wry w ° O w c Z Q E z `—' o . � �..� • � m �_ wwLi Li Z -° Z U� ° (`to 0 U-) Ln U x O m 0 o: w � � � I Q-, w � W L O � .I I 1 96178C 1.L`WG b LEGEND o = 6"x6" PILE NOTE: ALL NEW PILES HAVE A MINIMUM 10' TIP PENETRATAION. .a N[J. DESCIPTION BY DATE J, 1 zi 8 7 6) 5 (4 3 2 (1 C-74., 8, 8, 8' 8 _ 8' _ 8' Z � I— W U)-1 X n- _ _ w U 1 SIDEWALK I -n I;-Ih--- -- ---------- -- ---,a------ -- --�a------ --- ------ -----11--- -- I� (11 < G e 1 - 8' Ld PILE PLAN SCALE: 1 /8"=1 '- 0" LIMIT OF PIER DEMOLITION/REPLACEIMENT 17'-1" 2x8 CROSS BRACING 2x12 GIRDER XB FRAMING PLAN �C2C3 SCALE: 1 /8"=1'-0" 2x8 CROSS BRACING '-2x10 STRINGER @ 2' 0. C . CROSS BRACING ON DECK AREA. SEE DETAIL A AND B, SHEET C3 FOR CROSS BRACING REQUIREMENTS FOR REST OF PIER. Z-x I v VIfCUC:m n..1 n c -rnini/-\rr, 13 4' — 9'• NO WORK 1HIS AREA LOWER EXISTING GIRDERS AT THIS LOCATION TO ALLOW SEATING OF 2x10 STRINGERS. PROVIDE A 16" LAP MINIMUM. TEMPORARY BENCH MA ELEVATION = 100.00' TOP CORNER OF DECK SIDEWALK ,o"'ll(.�n�i��'4 ZH CARP ' ,,, 15738 Y ,pyy J .y� ,400NE8 'a O Z Z 0 a j_ m U LLJ o J Q Z Q LL�- W U Q 00 00 W Q' c Q Z J o a h"H c rV W = c E Z Z T� c v O= of m w w Z CID ° I�;Ln U O � c" x o m 0 n: A W � O W C O a C 2 96178C2.DWG I �i �A 6'-0" TOTAL WIDTH CHAMFLRy SEE DETAIL C -I I THIS SHEET I I 2x6 DECKING 2-1/2" I 2x10 STRINGER 1 ° o 2x10 Gl' DE 1 ° I ° 2x8 CROSS MHW ♦ 6" BRACING - EACH PILE LINE _ A DECK SECTIc=�N C2 C3 SCALE: 1/2"=1'- n" B '10'- 0"-- TOTAL WIDTH / SEE DETAIL C--1 T � THROUGH BOLTS CUT BRACE END FLUSH WITH PILE (TYP.) -6" BLOCKING @ CROSS —3/4" THROUGH BOLT - EACH END AND @ CROSSING —6 " S(-,)U ARE PILE 3/4" -- CHAMFER HI-) SHEET I 2x10 GIRDI 2x8 CRO' BRACING I Lx6 DECKING 2x10 `_)TRINGER I TOP OF DECK ELL` (?) 3/4" 2'-0"--I--° THROUGH ° BOLTS CUT BRACE 2xl2 GIRDER END FLUSH WITH PILE (TYN. ) 6" BLOCKING @ CROSS _:::� 2x8 CROSS 3//1" THROUGH E'( MHW ♦ 6" BRACING - EACH END AND @ CPO'.-,' PILE LINE 6" SOUARE P I I - E DECK L_(__, TI ON / 1 / T I r I, I > DECKING 2x10 GIRDER 3LOCKING ;ROSS SCALE: 1 /2"=1'-0" zr o z 02 Q m I- U z � J � Y W V = Q a. (� o 0 W � O W W E­ O U) Q �z U 3 96178C3.DWG