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HomeMy WebLinkAbout20140713 Ver 1_Application_20140709Page 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 : 16-18-(1) Or a n g e C o u n t y BD - 5 1 0 7 A A 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 0 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. 0 9 5 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 : 98 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 0 ' p a v e d l a n e ( t o t a l 2 0 ' w i d e ) , 6 ' s h o u l d e r w i t h 4 ' p a v e d 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 : Hi g h Q u a l i t y W a t e r s ( H Q W ) W a t e r S u p p l y I I ( W S - I I ) Su p p l e m e n t a l : ur b a n - 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 ) : Ba c k C r e e k 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 Ca p e F e a r 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 @ 9 . 5 ' p a v e d l a n e ( t o t a l 1 9 ' 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 : ye s Jo r d a n L a k e W a t e r s h e d CA M A C o u n t y ? 12-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 # 8 o v e r B a c k C r e e k o n S R 1 3 4 0 ( H i g h R o c k 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 # 8 i s t h r e e s p a n , 1 @ 2 3 ' 4 " , 1 @ 4 0 ' 2 " , 1 @ 2 4 ' 2 " , t i m b e r d e c k o n I - b e a m s & d o u b l e c h a n n e l s s u p p o r t e d b y t i m b e r c a p s on piles, concrete en c a s e d 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 ) : 98 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 ? ye s H i g h Q u a l i t y W a t e r s ( H Q W ) 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) Ba c k C r e e k P e r e n n i a l R P W J o r d a n Wa t e r S u p p l y I I (W S - I I ) bu f f e r Pr o p o s e d S t r u c t u r e 2 s p a n 3 3 " b o x b e a m w / 4 ' d e e p ca p s , 1 @ 4 5 ' , 1 @ 8 0 ' 15 + 5 8 . 5 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 : th e r e a r e n o w e t l a n d s i n t h e p r o j e c t s t u d y a r e a 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 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 a n d b u f f e r 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 gr a t e d i n 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 o u t l e t t o r i p r a p p a d s a t 1 4 + 7 5 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 d i ff u s e f l o w ( n o n - e r o s i v e s h e e t f l o w ) f o r a d i s t a n c e o f 3 5 ' + / - i n a w o o d e d a r e a . Th e n , t h e s h e e t f l o w d r a i n s t o a n e x i s t i n g g r a s s s w a l e f o r f u r t h e r s t o r m w a t e r t r e a t m e n t f o r a d i s t a n c e o f 5 5 ' + / - b e f o r e e n t e r i n g t h e b u f f e r . L e v e l s p r e a d e r s o r p r e f o r m e d s c o u r h o l e s c a n n o t b e u s e d a t t h i s lo c a t i o n b e c a u s e p e r NC D E N R S t o r m w a t e r B M P M a n u a l , i f t he s l o p e i n t h e r i p a r i a n b u f f e r e x c e e d s 5 % , t h e n a l e v e l s p r e a d e r c a n n o t b e u s e d . A l s o , t h e m a x i m u m s l o p e o f V F S ( V e g e t a t e d F i l t e r S t r i p ) i s 5% i n t h e m a n u a l . T h e b u f f e r s l o p e c l o s e t o t h e p i p e o u t l e t i s 1 5 % a n d t h e V F S a r e a a d j a c e n t t o t h e o u t l e t i s 2 5 % . T h e r e f o r e , a l e v e l s p r e a d e r c a n n o t b e u s e d h e r e. Per NCDOT StormWater Best Ma n a g e m e n t P r a c t i c e s T o o l b o x : “ F o r a p r e f o r m e d s c o u r h o l e t o b e i n s t a l l e d u p g r a d e o f r i p a r i a n a r e a s , t h e o u t f a l l a r e a m u s t b e f la t . M o s t i m p o r t a n t l y , t h e g r o u n d d o w n g r a d e m u s t b e f l a t t o p r e v e n t r e - co n c e n t r a t i o n o f r u n o f f . ” T h e s l o p e o f t h e o u t f a l l a r e a o f t h e o u t l e t p i p e i s 2 5 % a n d i s t o o s t e e p t o i n s t a l l a p r e f o r m e d s c o u r h o l e . Th e r e a r e e x i s t i n g d i t c h e s l o c a t 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 a n d t h e y w i l l b e r e t a i n e d . A t n o r t h w e s t , s o u t h w e s t , a n d s o u t h e a s t q u a d r a n t , t h e d i t c h e s d a y l i g h t a n d b e c o m e s h e e t ( d i f f u s e ) f l o w be f o r e e n t e r i n g t h e b u f f e r . A t a l l f o u r q u a d r a n t s , t h e r e a r e n o n e w p r o p o s e d r o a d s i d e d i t c h e s w i t h c o n c e n t r a t e d f l o w s o r n e w s t or m w a t e r c o n v e y a n c e s t h r o u g h t h e b u f f e r s . D u e t o t h e n a t u r e o f l o w i m p a c t br 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 v s 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 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 re 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 45353.1.28 BRZ-1340(9) Prepared in the Office of Hatch Mott MacDonald for DAVID FUH, PE TOTAL LENGTH TIP PROJECT = 0.104 MILES LENGTH STRUCTURE TIP PROJECT = 0.024 MILES LENGTH ROADWAY TIP PROJECT = 0.080 MILES 65% PLANS BD-5107AA ORANGE COUNTY LOCATION: BRIDGE NO. 8 OVER BACK CREEK ON SR 1340 (HIGH ROCK ROAD) V = 55 MPH ADT 2012 = 980 T I P P R O J E C T : B D - 5 10 7 A A LOCAL SUB REGIONAL TIER 1350 1350 1364 1349 1348 1340 1340 1347 1405 1346 1343 1419 1420 1341 1429 1430 1428 1437 14381439 1441 1440 1445 M ebaneO R A N G E C O U N T Y A L A M A N C E C O U N T Y 1340 -L- *DESIGN EXCEPTION: LIMITS PROJECT BD-5107AA N A D 83/ NS RS 2011 TO BR IGGS ROAD SR 1340 BACK CREEK -L- Sta. 16+21.00 END BRIDGE -L- Sta. 16+33.00 END APPROACH SLAB -L- Sta. 14+84.00 BEGIN APPROACH SLAB -L- Sta. 14+96.00 BEGIN BRIDGE LYNCH STORE ROAD TO -L- STA 13+00.00 BEGIN PROJECT BD-5107AA -L- STA 18+50.00 END PROJECT BD-5107AA VERTICAL SSD SAG VERTICAL CURVE K WETLAND AND SURFACE WATER IMPACTS PERMIT R: \ H y d r a u lic s \ P E R M ITS _ En v ir o n m e n t a l\ D r a w in g s \ B D - 5 10 7 A A _ h y d _ p r m _ w e t _ t s h . d g n IC A EN G IN E E RIN G , IN C . 6 /13 /2 0 14 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS SHEET OF SHEET __ OF __ PERMIT DRAWING ENGLISH PROJECT: BD-5107AA ORANGE COUNTY SR 1340 (HIGH ROCK ROAD) CREEK ONBACK BRIDGE NO. 8 OVER LICENSE NO. F-0669 PLANS PREPARED BY: NC License No: F-0258 Engineering www.hatchmott.com (919) 552-2254 (Fax) (919) 552-2253 Fuquay-Varina, NC 27526 PO Box 700 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 5 + 4 6 T O 1 5 + 8 8 B A N K S T A B I L I Z A T I O N 0 . 0 1 3 9 3 3 " B O X B E A M , 1 @ 4 5 ' , 1 @ 8 0 ' 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 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-5107AA, ORANGE COUNTY 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 BRIDGE #8 ON SR 1340 OVER BACK CREEK 5/23/2014 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 45353.1.28 BRZ-1340(9) Prepared in the Office of Hatch Mott MacDonald for DAVID FUH, PE TOTAL LENGTH TIP PROJECT = 0.104 MILES LENGTH STRUCTURE TIP PROJECT = 0.024 MILES LENGTH ROADWAY TIP PROJECT = 0.080 MILES 65% PLANS BD-5107AA ORANGE COUNTY LOCATION: BRIDGE NO. 8 OVER BACK CREEK ON SR 1340 (HIGH ROCK ROAD) V = 55 MPH ADT 2012 = 980 T I P P R O J E C T : B D - 5 10 7 A A LOCAL SUB REGIONAL TIER 1350 1350 1364 1349 1348 1340 1340 1347 1405 1346 1343 1419 1420 1341 1429 1430 1428 1437 14381439 1441 1440 1445 M ebaneO R A N G E C O U N T Y A L A M A N C E C O U N T Y 1340 -L- *DESIGN EXCEPTION: LIMITS PROJECT BD-5107AA N A D 83/ NS RS 2011 TO BR IGGS ROAD SR 1340 BACK CREEK -L- Sta. 16+21.00 END BRIDGE -L- Sta. 16+33.00 END APPROACH SLAB -L- Sta. 14+84.00 BEGIN APPROACH SLAB -L- Sta. 14+96.00 BEGIN BRIDGE LYNCH STORE ROAD TO -L- STA 13+00.00 BEGIN PROJECT BD-5107AA -L- STA 18+50.00 END PROJECT BD-5107AA VERTICAL SSD SAG VERTICAL CURVE K R: \ H y d r a u lic s \ P E R M ITS _ En v ir o n m e n t a l\ D r a w in g s \ B D - 5 10 7 A A _ h y d _ p r m _ b u ffe r _ t s h . d g n IC A EN G IN E E RIN G , IN C . 6 /13 /2 0 14 N. C. DEPT. OF TRANSPORTATION DIVISION OF HIGHWAYS SHEET OF SHEET __ OF __ PERMIT DRAWING ENGLISH PROJECT: BD-5107AA ORANGE COUNTY SR 1340 (HIGH ROCK ROAD) CREEK ONBACK BRIDGE NO. 8 OVER BUFFER IMPACTS PERMIT LICENSE NO. F-0669 PLANS PREPARED BY: NC License No: F-0258 Engineering www.hatchmott.com (919) 552-2254 (Fax) (919) 552-2253 Fuquay-Varina, NC 27526 PO Box 700 RO A D CR O S S I N G B R I D G E PA R A L L E L IM P A C T ZO N E 1 (f t 2) ZO N E 2 (f t 2) TO T A L (f t 2) ZO N E 1 (f t 2) ZO N E 2 (f t 2) TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2) 1 3 3 " B O X B E A M , 1 @ 4 5 ' , 1 @ 8 0 ' 1 5 + 3 7 T O 1 6 + 0 1 X 4 4 3 4 4 3 TO T A L : 44 3 0 4 4 3 0 0 0 IM P A C T BU F F E R I M P A C T S S U M M A R Y TY P E SI T E N O . S T R U C T U R E S I Z E / T Y P E ST A T I O N (F R O M / T O ) AL L O W A B L E E X E M P T BUFFER REPLACEMENT S H E E T O F ORANGE COUNTY BR I D G E # 8 O N S R 1 3 4 0 O V E R BACK CREEK 5/22/2014 N. C . D E P T . O F T R A N S P O R T A T I O N DIVISION OF HIGHWAYS BD-5107AA Rev. May 2006 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 “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 1 of 8 NO NATIONAL REGISTER OF HISTORIC PLACES ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED FORM This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not valid for Historic Architecture and Landscapes. You must consult separately with the Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No:BD-5107AA County: Orange WBS No: 45353.1.28 Document: F.A. No: BRZ-1340(9) Funding: State Federal Federal Permit Required? Yes No Permit Type: N/A Project Description: Replace Bridge 008 over Back Creek on SR 1340 (High Rock Road). SUMMARY OF ARCHAEOLOGICAL FINDINGS The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject project and determined: There are no National Register listed ARCHAEOLOGICAL SITES within the project’s area of potential effects. No subsurface archaeological investigations are required for this project. Subsurface investigations did not reveal the presence of any archaeological resources. Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register. All identified archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. There are no National Register Eligible or Listed ARCHAEOLOGICAL SITES present or affected by this project. (Attach any notes or documents as needed) 13-07-0003 “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 3 of 8 Figure 1. Bridge 008 [encircled] over Back Creek. Remains of mill dam (31OR652**) are indicated by black line. Remains of Mill Dam “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 4 of 8 Figure 2. Northwest corner of Orange County with J. K. Hughes Mill indicated with the box (Tate, 1891). Note that High Rock Road is misidentified twice on the map. True High Rock Road “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 5 of 8 Figure 3. Bridge 008 [encircled] over Back Creek. The eroded terrain at the time this aerial photograph was taken shows the old roadbed arcing toward the earlier bridge supports lining Back Creek. Figure 4. Concrete bridge support for previous bridge on the south bank. Current bridge lays just to the right of photograph. Figure 2 above shows the old roadbed aiming directly at the concrete support pictured. Old Roadbed. “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 6 of 8 Figure 5. Remnants of mill dam and foundation walls (31OR652**) lie approximately 100 meters north of Bridge 008. REMNANT OF DAM DAM DEBRIS STONE FOUNDATION WALLS “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 7 of 8 Figure 6. Remaining portion of dam on east bank of Back Creek. Note the face of dam is mortared stone as well as a remnant of the top, but the interior of the dam is jumbled, lose stone. “NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 8 of 8 Figure 7. Portion of dry laid foundation wall on west side of Back Creek. � �� �G��t��� ,���., _,'x'"�•s�, � � �-a ��� � � Project Tracki�rg No. (brternal Use� 13-07-0003 HISTORIC ARCHITECTURE AND LANDSCAPES NO SURVEY REQUIRED FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: BD-5107AA County: Orange WBS No.: 45353.1.28 Document Type: Fed. Aid No: BRZ-1340(9) Fun�ling: � State ❑ Federal Ferleral � Yes ❑ No Permit Permit(s : Type(s): Proiect Descrintion: Replace Bridge No. 8 over SR 1340 (High Rock Road) over unnamed creek. SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW Description of review activities, results, an�l conclusions: Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was undertaken on July 11, 2013. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in the Area of Potential Effects, which is 50' from the centerline each way and 300' fi�om each end of the bridge. There are no structures within the APE, as well as no structures over fifty years of age within the general vicinity of the bridge based on Orange County GIS/Tax Information (8320 High�•ock Road, located north of the bridge, was built in 2010). In addition, Bridge No. 8 is not eligible for National Register listing. There are no National Register listed or eligible prope►�ties within the APE and no survey is required. If design plans change, additional review will be required. Why the avnilnble information provides a reliable b�sis for reasonablv pre�lictin,� that there are no unidenti�e�l si�ni�cant historic architectural or lanrlscape resources in the proiect area: HPO quad maps and GIS infoimation recording NR, SL, LD, DE, and SS properties foi• the Orange County sujvey and Google Maps are considered valid for the purposes of determining the likelihood of historic resources being present. There are no National Register listed or eligible properties within the APE and no suivey is required. SUPPORT DOCUMENTATION �Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and Landscapes -- NO SURVEY REQUIRED ' � NCDOT Architectural Historian Z Hista•ic ArcBirechu�e and / andreapes NO SURVEY RGQUIIUiD jorin far Mii:or 7ransporraliaz P�•ojecl.r as O+ralrfied in �he 2007 Prograinn�alic Agreemeni. Page 1 of 3 .,,' \ - � s" 1 ,.�.- _ . . . . . ' . (119 w _ � . ' . . - �a'', Iw r ��. �. . _ -_' 2 � • � • . .r . ' � :�;.i . , : . . e°, - ..'. � 8 �� , - Q . • . I • . e . . �� ' ' . O' , . . Y,morA� b ear,s ^. . �.. .. ' � \ ,c`` \. F�t�.r ��9� ,� 1 � . � � . . ' , .. . , � i Y . . � '� l � • � . . . �:ei . � . p • . Nu . .. l'. � : �' � n ! ' . • rF . . . _ _. _ . .. . i r . _ /�r- . . . ... _ _.._ _ '. . ; .__.. .__. _.___ — • y . :fi ' . Oim/+:f ,. . . ' _ - ✓^/ ' y 9 • ' . - � o � ' lo�i9f4: " , °-fCrnss� . �09 �q ' ' . � 9 , r! o . ' ` . • ' �'e. '� 6I . � . 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