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HomeMy WebLinkAbout20141088 Ver 1_Application_20141009Page 1of 5 Pr o j e c t M a n a g e r : NC D W Q S t r e a m I n d e x : 22-(28.5) Ro c k i n g h a m C o u n t y BD - 5 1 0 7 Y Pr o j e c t N o . : Ci t y / T o w n : Co u n t y ( i e s ) : Ge n e r a l P r o j e c t I n f o r m a t i o n Ri v e r B a s i n ( s ) : TVA County? no Pr o j e c t D e s c r i p t i o n Ad d e d I m p e r v i o u s A r e a ( a c . ) : 0. 1 1 4 m i l e s Te r m i n u s : Pr o j e c t L e n g t h ( l i n . m i l e s / f e e t ) : 0. 1 3 3 30 3 ( d ) S t r e a m ? Co u l d t h e P r o j e c t I m p a c t T h r e a t e n e d o r E n d a n g e r e d S p e c i e s ? no no Ty p e ( s ) o f I m p a i r m e n t : 24 0 0 Pr o p o s e d C r o s s - S e c t i o n : o p e n s h o u l d e r s e c t i o n , 2 @ 1 1 ' p a v e d l a n e ( t o t a l 2 2 ' w i d e ) , 6 ' u n p a v e d s h o u l d e r o n e a c h s i d e Su r r o u n d i n g L a n d U s e : Ex i s t i n g S i t e Me d i a n T y p e : Te r m i n u s : In t e r c h a n g e M o d i f i c a t i o n : Ge n e r a l C o m m e n t s : W a t e r S u p p l y V ( W S - V ) Su p p l e m e n t a l : ru r a l - w o o d e d w i t h s c a t t e r e d r e s i d e n t i a l Av e r a g e D a i l y T r a f f i c ( p r o p o s e d ) : Tr i b u t a r y t o D a n R i v e r De s c r i p t i o n : De s c r i p t i o n : An a d r o m o u s F i s h P r e s e n t ? Ot h e r S t r e a m C l a s s i f i c a t i o n : NC D W Q S u r f a c e W a t e r C l a s s i f i c a t i o n fo r P r i m a r y R e c e i v i n g W a t e r Pr i m a r y R e c e i v i n g W a t e r : no Ro a n o k e no Da v i d F u h , I C A E n g i n e e r i n g no Ex i s t i n g C r o s s S e c t i o n : o p e n s h o u l d e r s e c t i o n , 2 @ 1 0 ' p a v e d l a n e ( t o t a l 2 0 ' w i d e ) , 6 ' u n p a v e d s h o u l d e r o n e a c h s i d e Bu f f e r R u l e s i n E f f e c t ? Bu f f e r R u l e s : no CA M A C o u n t y ? 23-Jun-14 De s i g n e r : No r t h C a r o l i n a D e p a r t m e nt o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m ST O R M W A T E R M A N A G E M E N T P L A N Al e x S n i d e r , I C A E n g i n e e r i n g Da t e : De s c r i p t i o n o f E x i s t i n g P r o j e c t A r e a : P i e d m o n t R u r a l a r e a , f a c i l i t y t y p e : L o c a l R o u t e De s c r i p t i o n o f P r o p o s e d P r o j e c t : re p l a c e m e n t o f b r i d g e # 1 4 1 o v e r T r i b u t a r y t o D a n R i v e r o n S R 1 1 4 3 ( R i e r s o n R o a d ) Ge n e r a l C o m m e n t s : ex i s t i n g b r i d g e # 1 4 1 i s t w o s p a n , 1 @ 1 7 ' 7 " , 1 @ 1 7 ' 8 " , t i m b e r d e c k o n t i m b e r j o i s t s s u p p o r t e d b y t i m b e r c a p s o n p i l e s a n d t i m b e r bulkheads Av e r a g e D a i l y T r a f f i c ( e x i s t i n g ) : 24 0 0 St a t e S t o r m w a t e r P e r m i t R e q u i r e d ? I f y e s , w h y ? no Ve r s i o n 1 . 1 Re l e a s e d : J u l y 2 0 1 0 (DR A F T ) No r t h C a r o l i n a D e p a r t m e nt o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m ST O R M W A T E R M A N A G E M E N T P L A N Ve r s i o n 1 . 1 Re l e a s e d : J u l y 2 0 1 0 (DR A F T ) Page 2of 5 St r e a m N a m e St r e a m Ty p e Ju r i s d i c t . St r e a m Bu f f e r ? Cl a s s i f i c - at i o n ? S C M T y p e Ch e c k l i s t Co m p l e t e ? DA (ac.)Q2 (ft3/s)Q10 (ft3/s)WQvc (ft3) Tr i b u t a r y t o D a n R i v e r P e r e n n i a l R P W N o Wa t e r S u p p l y V (W S - V ) no Pr o p o s e d S t r u c t u r e si n g l e s p a n 2 4 " P C C S w / 2 . 5 ' de e p c a p s , 1 @ 7 0 ' 13 + 9 3 St a t i o n En v i r o n m e n t a l S u m m a r y Ri p a r i a n B u f f e r a n d J u r i s d i c t i o n a l S t r e a m I m p a c t s a n d A s s o c i a t e d S C M s Ge n e r a l C o m m e n t s : No r t h C a r o l i n a D e p a r t m e nt o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m ST O R M W A T E R M A N A G E M E N T P L A N Ve r s i o n 1 . 1 Re l e a s e d : J u l y 2 0 1 0 (DR A F T ) Page 3of 5 Ge n e r a l C o m m e n t s : St r e a m L e n g t h ( f t ) St a t i o n S t r e a m N a m e no s t r e a m r e l o c a t i o n f o r t h e p r o j e c t St r e a m R e l o c a t i o n Ad d i t i o n a l I n f o r m a t i o n No r t h C a r o l i n a D e p a r t m e nt o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m ST O R M W A T E R M A N A G E M E N T P L A N Ve r s i o n 1 . 1 Re l e a s e d : J u l y 2 0 1 0 (DR A F T ) Page 4of 5 Ge n e r a l C o m m e n t s : St a t i o n Ju r i s d i c t i o n a l W e t l a n d s Ty p e o f I m p a c t M i n i m i z a t i o n o f I m p a c t 14 + 6 0 t o 1 7 + 7 0 L T pr o p o s e d r o a d e a y f i l l ke e p a l l c o n s t r u c t i o n a c t i v i t i e s w i t h i n e x i s t i n g r i g h t o f w a y t o a v o i d a n y i m p a c t s t o t h e w e t l a n d a t so u t h e a s t q u a d r a n t . No r t h C a r o l i n a D e p a r t m e nt o f T r a n s p o r t a t i o n Hi g h w a y S t o r m w a t e r P r o g r a m ST O R M W A T E R M A N A G E M E N T P L A N Ve r s i o n 1 . 1 Re l e a s e d : J u l y 2 0 1 0 (DR A F T ) Page 5of 5 Ad d i t i o n a l C o m m e n t s To a v o i d d i r e c t d i s c h a r g e o f b r i d g e s t o r m w a t e r i n t o t h e r e c e i v i n g w a t e r , d e c k d r a i n s a r e n o t p l a n n e d f o r t h e p r o p o s e d b r i d g e . S to r m w a t e r i m p a c t s t o t h e s t r e a m h a v e b e e n m i n i m i z e d b y u t i l i z i n g g r a t e d in l e t s a n d p i p e s t o c o l l e c t b r i d g e s t o r m w a t e r a n d u s e r i p r a p o u t l e t p r o t e c t i o n a t 1 4 + 5 7 R T t o d i s s i p a t e e n e r g y t o p r o v i d e a n o n- e r o s i v e s h e e t f l o w t o a w o o d e d a r e a . T h i s s h e e t f l o w w i l l r u n f o r a d i s t a n c e of 5 5 ' + / - b e f o r e e n t e r i n g t h e s t r e a m . T h e r e i s a n e x i s t i n g r o a d s i d e d i t c h a t n o r t h w e s t q u a d r a n t w h i c h h a s o u t l e t t o t h e s t r e a m wi t h a n o n - e r o s i v e o u t l e t v e l o c i t y . T h i s d i t c h w i l l b e r e t a i n e d . T h e r e i s a ro a d s i d e d i t c h a t n o r t h e a s t q u a d r a n t w h i c h d r a i n s t o t h e s t r e a m w i t h a n o n - e r o s i v e o u t l e t v e l o c i t y . T h i s d i t c h w i l l b e r e p l a c e d b y a p r o p o s e d d i t c h f r o m 1 2 + 0 0 L T t o 1 3 + 5 0 L T w i t h t h e s a m e d i t c h c r o s s se c t i o n . A t s o u t h w e s t q u a d r a n t , a n e x i s t i n g r o a d s i d e d i t c h h a s o u t f a l l a t 1 5 + 5 0 R T a n d b e c o m e s s h e e t f l o w t o a w o o d e d a r e a . T h i s s h e e t f l o w w i l l r u n f o r a d i s t a n c e o f 1 4 0 ' + / - b e f o r e e n t e r i n g t h e s t r e a m . Th i s d i t c h w i l l b e r e t a i n e d . A t s o u t h e a s t q u a d r a n t , t h e r e i s n o e x i s t i n g r o a d s i d e d i t c h . T h e p r o p o s e d r o a d w a y i s i n f i l l s e c t i o n a n d h a s n o p r o p o s e d d i t c h . T h e f l o w d r a i n i n g a w a y f r o m t h e r o a d w a y i s s h e e t fl o w i n n a t u r e . T h e r e f o r e , e x i s t i n g d r a i n a g e p a t t e r n w i l l b e m a i n t a i n e d a t a l l f o u r q u a d r a n t s o f t h e b r i d g e . D u e t o t h e n a t u r e of l o w i m p a c t b r i d g e r e p l a c e m e n t , t h e i n c r e a s e s i n s t o r m w a t e r d i s c h a r g e s ( p o s t vs p r e c o n d i t i o n ) a r e i n s i g n i f i c a n t a n d t h e d i m e n s i o n s o f t h e e x i s t i n g d i t c h e s d o n o t n e e d t o b e m o d i f i e d . T h e r e f o r e , a d d i t i o n a l s t o r m w a t e r m e a s u r e s a r e n o t r e q u i r e d . STATE STATE PROJECT REFERENCE NO. F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA DESIGN DATA PROJECT LENGTH LETTING DATE: STATE PROJECT NO. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS 1 VICINITY MAP (NOT TO SCALE) NCDOT CONTACT: P.E. DIVISION 7 OFF-SITE DETOUR D E P A R T ME N T OF TRANSPORT A T I O N S T A T E OF NORTH C AR O L I N A TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE SIGNATURE: P.E. SIGNATURE: P.E.C O N T R A C T : TIM JORDAN, PE PROJECT ENGINEER HYDRAULICS ENGINEER PROGRAM MANAGER DIVISION BRIDGE TIM POWERS, PE HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER 45353.1.26 BRZ-1143(10) DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION Prepared in the Office of Hatch Mott MacDonald for ROCKINGHAM COUNTY DAVID FUH, PE PLANS PREPARED BY: TOTAL LENGTH TIP PROJECT = 0.114 MILES LENGTH STRUCTURE TIP PROJECT = 0.013 MILES LENGTH ROADWAY TIP PROJECT = 0.101 MILES 65% PLANS T I P P R O J E C T : B D - 5 1 0 7 Y BD-5107Y V = 50 MPH ADT 2009 = 2400 LOCATION: BRIDGE NO.141 OVER TRIBUTARY TO DAN RIVER ON SR 1143 (RIERSON ROAD) LOCAL SUB REGIONAL TIER 1158 1139 1138 1143 1212 1189 1141 1138 1128 1137 1140 1174 1110 1127 1145 1110 1126 1128 1138 1143 1144 1145 1145 1188 1142 dR 1220 1219 1221 %311 NO RFOLK AND W ESTERN RA ILW AY Ellisboro Madison D A N R IV ER LIMITS PROJECT BD-5107Y NA D 8 3/ N S RS 20 1 1 -L- SR 1143 -L- POT Sta. 11+00.00 BEGIN PROJECT BD-5107Y -L- POT Sta. 17+00.00 END PROJECT BD-5107Y TO MADISON TO ELLISBORO -L- Sta. 14+40.00 END APPROACH SLAB -L- Sta. 13+46.00 BEGIN APPROACH SLAB -L- Sta. 14+28.00 END BRIDGE -L- Sta. 13+58.00 BEGIN BRIDGE *DESIGN EXCEPTION: VERTICAL SSD SAG VERTICAL CURVE K WETLAND AND SURFACE WATER IMPACTS PERMIT N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS SHEET OF SHEET __ OF __ PERMIT DRAWING ENGLISH PROJECT: BD-5107Y ROCKINGHAM COUNTY ON SR 1143 (RIERSON ROAD) TRIBUTARY TO DAN RIVER BRIDGE NO. 141 OVER LICENSE NO. F-0669 PO Box 700 Fuquay-Varina, NC 27526 (919) 552-2253 (919) 552-2254 (Fax) www.hatchmott.com NC License No: F-0258 Engineering R: \ H y d r a u li c s \ P ERM ITS _ En v ir o n m e n ta l\ D r a w in g s \ BD - 5 1 0 7 Y_ h y d _ p r m _ w e t _ t s h . d g n IC A EN G IN EE RIN G , IN C . 6 /2 3 /2 0 1 4 TRIBUTARY TO D A N RIVER Ha n d Existing Existing Pe r m a n e n t T e m p . E x c a v a t i o n M e c h a n i z e d C l e a r i n g P e r m a n e n t T e m p . C h a n n e l C h a n n e l N a t u r a l Si t e S t a t i o n S t r u c t u r e F i l l I n F i l l I n i n C l e a r i n g i n S W S W I m p a c t s I m p a c t s S t r e a m No . ( F r o m / T o ) S i z e / T y p e W e t l a n d s W e t l a n d s W e t l a n d s i n W e t l a n d s W e t l a n d s i m p a c t s i m p a c t s P e r m a n e n t T e m p . D e s i g n ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( a c ) ( f t ) ( f t ) ( f t ) 1 1 3 + 8 1 T O 1 4 + 0 9 B A N K S T A B I L I Z A T I O N 0 . 0 1 3 9 TO T A L S * : 0 . 0 1 3 9 0 0 *R o u n d e d t o t a l s a r e s u m o f a c t u a l i m p a c t s NO T E S : AT N R e v i s e d 3 / 1 2 / 1 3 SH E E T OF W E T L A N D P E R M I T I M P A C T S U M M A R Y WE T L A N D I M P A C T S S U R F A C E W A T E R I M P A C T S BR I D G E # 1 4 1 O N S R 1 1 4 3 O V E R TRIBUTARY TO DAN RIVER 5/20/2014 NC 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 DIVISION OF HIGHWAYS BD - 5 1 0 7 Y , R O C K I N G H A M C O U N T Y CL SEE PLANS VARIABLE OPERATION. THE UTILITY OF A TREE WILL BE DESTROYED BY THE C O N S T R U C T I O N O R T H E C L E A R I N G 1. REMOVE TREES OUTSIDE THE CLEARING LIMIT WHEN , I N T H E O P I N I O N O F T H E E N G I N E E R , IS REQUIRED FOR SAFETY AS SHOWN ON THE PLANS.2. CLEAR IN ACCORDANCE WITH THIS STANDARD EXCEPT W H E R E A D D I T I O N A L C L E A R I N G SIDE IN THE SAME MANNER AS ON THE OUTSIDE.3. FOR SECTIONS WITH WIDE MEDIANS WHERE TREES ARE T O R E M A I N , C L E A R T H E M E D I A N P A R T S E C T I O N D - D P A R T S E C T I O N C - C P A R T S E C T I O N B - B S E C T I O N A - A RALEIGH, N.C.DIVISION OF HIGHWAYS DEPT. OF TRANSPORTATION NORTH CAROLINA STATE OF RALEIGH, N.C. DIVISION OF HIGHWAYS DEPT. OF TRANSPORTATION NORTH CAROLINA STATE OF SHEET OF S H E E T O F ENGLISH STANDARD DRAWING FOR ENGLISH STANDARD DRAWING FOR 1-12 1-12 S I L T B A S I N , S I L T D I T C H , T E M P O R A R Y D I V E R S I O N R I S E R B A S I N CLEARING LIMITS CLEARING LIMI T S SLOPE STAKE LINE S L O P E S T A K E L I N E R / W R/WR/WR/W R / W R / W C L E A R I N G L I M I T S C L E A R I N G L I M I T S C C C C C F F F F F A A BB C C DD E . O . P . S L O P E S T A K E P O I N T C O N S T . L I M I T L A T E R A L D I T C H , C H E C K D A M , S L O P E S T A K E P O I N T C O N S T . L I M I T T E M P O R A R Y S I L T F E N C E S L O P E S T A K E P O I N T C O N S T . L I M I T S L O P E S T A K E P O I N T C O N S T . L I M I T CL S L O P E S T A K E P O I N T R O A D CLEAR TO SLOPE STAKE LINE OR CONSTRU C T I O N L I M I T S METHOD - II C L E A R I N G L I M I T S GENERAL NOTES: METHOD OF CLEARING METHOD - II METHOD OF CLEARING200.02 2 0 0 . 0 2 1 1 1 1 E . O . P . EEEEE E E E E E E E E E E EEE