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HomeMy WebLinkAbout20130299 Ver 1_Application_20130322 S TATE OF N ORTH C AROLINA D EPARTMENT OF T RANSPORTATION P AT M C C RORY A NTHONY J. T ATA G OVERNOR S ECRETARY 113 Airport Drive, Suite 100, Edenton, NC 27932, Phone (252)-482 -1850, Fax (252)-482 -8722 March 22, 2013 U. S. Army Corps of Engineers Regulatory Field Office 2407 West 5 th St. Washington, N.C. 27889 -1000 Attention: Bill Biddlecome COE / Garcy Ward DWQ Subject: Courtesy notification for the use of a NW 3 & 13 re quest for pipe replacement and riprap placement on SR 1120 (Odom Rd), 0.3 miles west of SR 1118, in Hertford County. This is a courtesy notification from the North Carolina Department of Transportation for the use of a NW 3 & 13 permit for the replacement of a pipe and riprap pl acement on SR 1120 in Hertford County. The pipe is located 0.3 miles west of SR 1118 (36.26105, -77.18162). T he existing pipes are 2 @ 60” x 47’ Corrugated Metal. The pipes will be completely removed, following NCDOT BMP’s for pipe replacement. The propos ed pipe is 1 @ 14’ x 8’-7” x 45’Aluminum Structural Plate Pipe Arch with headwalls and riprap at the four corners. The pipe is located in Mill Branch, Class “C, NSW” waters. Permit drawings and a topo map are included in this letter. If you need any add itional information or have any questions concer ning this project please contact Ryan Shook at 252 -482 -1871 . Sincerely, Jerry Jennings, PE Division One Engineer Clay Willis Division On e Environmental Officer p i p e 3 6 .2 6 1 0 5 -7 7 .1 8 1 6 2 1 1 1 8 1 2 1 3 1 1 1 4 1 2 4 9 1 1 2 1 1 1 1 9 1 2 0 7 1 1 2 0 1 1 1 6 1 1 5 5 1 1 2 3 1 1 0 1 1 1 5 2 1 1 0 0 1 1 8 5 1 2 1 1 1 2 1 4 1 1 1 7 1 1 1 5 3 0 5 5 6 1 3 5 0 0 .5 1 0 .2 5 M i l e s -U S G S Q u a d - W o o d l a n d C h o w a n R i v e r B a s i n H e r t f o r d C o u n t y S R 1 1 2 0 O d o m R d b r i d g e p i p e r e p l a c e m e n t , 0 .3 m i . W . o f S R 1 1 1 8 P L A N V I E W D E T A I L E D D R A W I N G S T A T E O F N O R T H C A R O L I N A D E P A R T M E N T O F T R A N S P O R T A T I O N D R A W N B Y : D A T E : C O U N T Y : S C A L E : Q U A D : B A S I N : W B S # : S H E E T # : D. H . S T A L L I N G S E D E N T O N , N C 2 7 9 3 2 ( 2 5 2 ) 4 8 2 - 1 8 5 0 1 1 3 A I R P O R T D R . D I V I S I O N 1 NO R T H C A R O L I N A D E P A R T M E N T O F T R A N S P O R T A T I O N F E B R U A R Y 7 , 2 0 1 3 L A T . = 3 6 . 2 6 1 0 7 6 N L O N G . = 7 7 . 1 8 1 6 3 3 W 1 " = 2 0 ’ 1 O F 3 LEGEND EXISTING PROPOSED E X I S T I N G R /W E X I S T I N G R / W M I L L B R A N C H 5 8 . 5 0 M I L L B R A N C H HE R T F O R D WO O D L A N D CH O W A N 1 B . 2 0 4 6 1 1 PI P E R E P L A C E M E N T O N S R 1 1 2 0 O D O M R D 2 @ 60" X 47’ CMP EXISTING John L Pierce, Jr 111 Cooper Hill Rd Windsor NC 27983 DB 508 PG 203 A h o s k i e N C 2 7 9 1 0 D B 4 5 9 P G 7 2 1 A . T . B y r u m , I I I 1 4 3 N C 5 6 1 W A h o s k i e N C 2 7 9 1 0 D B 4 6 5 P G 1 9 7 B y r u m ’ s F a r m S e r v i c e C e n t e r , I n c . 6 2 5 M i l l B r a n c h C h u r c h R d C o n w a y N C 2 7 8 2 0 D B 6 6 0 P G 5 2 6 A n n e P W h i t e 3 0 8 E M a i n S t DB 391 PG 684 Donald Odom 137 Odom Rd Aulander NC 27805 P R O P O S E D 1 4 ’ - 0 " X 8 ’ - 7 " X 4 5 ’ - 0 " A R C H W I T H H E A D W A L L S A L U M I N U M S T R U C T U R A L P L A T E P I P E T O S R 1 1 1 8 S R 1 1 2 0 O d o m R d O 1 8 6 4 . 0 1 6 5 . 0 0 5 5 . 5 1 5 7 .4 4 5 7 .2 3 5 6 .0 5 5 6 .3 4 5 4 . 8 5 5 4 . 8 6 W 6 5 .5 2 A S S U M E D P R O P O S E D C R O S S S E C T I O N S Y M B O L S E X I S T I N G C R O S S S E C T I O N S T A T E O F N O R T H C A R O L I N A D E P A R T M E N T O F T R A N S P O R T A T I O N D R A W N B Y : D A T E : C O U N T Y : S C A L E : Q U A D : B A S I N : W B S # : S H E E T # : - C R O S S S E C T I O N DETAI L S E C T I O N D. H . S T A L L I N G S L A T . = 3 6 . 2 6 1 0 7 6 N L O N G . = 7 7 . 1 8 1 6 3 3 W 1 " = 5 ’ E D E N T O N , N C 2 7 9 3 2 ( 2 5 2 ) 4 8 2 - 1 8 5 0 1 1 3 A I R P O R T D R . D I V I S I O N 1 NO R T H C A R O L I N A D E P A R T M E N T O F T R A N S P O R T A T I O N F E B R U A R Y 7 , 2 0 1 3 DETAIL SECTION - I N L E T E N D V I E W 2 O F 3 HE R T F O R D WO O D L A N D CH O W A N 1 B . 2 0 4 6 1 1 PI P E R E P L A C E M E N T O N S R 1 1 2 0 O D O M R D C L VAR. 2 0 ’ - 0 " V A R . NATURAL WATER LEVEL E X I S T . P I P E B E D PROPOSED PIPE BED EX I S T . S T R E A M B E D E X I S T I N G 2 @ 6 0 " X 4 7 ’ C M P STRUCTURAL PLATE PIPE ARCH W / H E A D W A L L S PROPOSED 1 @ 14’-0" X 8’-7" X 45’ A L U M I N U M NOTE:PIPE A R C H T O B E B U R I E D 1 . 0 ’ B E L O W E X I S T I N G S T R E A M B E D PROPO S E D 1 @ 1 4 ’ - 0 " X 8 ’ - 7 " X 4 5 ’ A L U M I N U M S T R U C T U R A L P L A T E S T R U C T U R A L P L A T E P I P E A R C H W / H E A D W A L L S P R O P O S E D 1 @ 1 4 ’ - 0 " X 8 ’ - 7 " X 4 5 ’ A L U M I N U M 2 @ 60" X 45’ CMP EXISTING PROPOSED PIPE BED EXISTING PIPE BED NA T U R A L W A T E R L E V E L : EX I S T I N G S T R E A M B E D PR O P O S E D R I P R A P PROPOSED RIP RAP E X I S T I N G O F P A V E M E N T L C * 5 8 . 5 2 ’ * 5 5 . 5 2 ’ *56.69’*54.52’*ELEVATIONS BAS E D O N A S S U M E D D A T A NOTE: * 6 5 . 5 2 ’