HomeMy WebLinkAbout20130593 Ver 1_Application_20130531March 201 3
B r i d ge t o C u l v e r t Avoi d a n c e a n d M i n i m i z a t ion Su mm a r y C h e c k l i s t
Project B -4 705 Ashe County
P r o p o s e d S t r u c t u r e Su mm a r y
D r a i n a ge A r ea - 4.9 Sq. Mi.
D W Q S t r ea m C l a s s i f i ca t i o n - C; Tr; ORW
C u l v e r t S i z e a n d T y p e - 3 @ 9’ x 6’ Reinforced Concrete Box Culvert
C u l v e r t L e n g t h - 42’
M i nim i za t i o n E f f o r t s - The proposed culvert will be buried 1 -foot. Two of the three
barrels will have 1 -foot sills and the third barrel will have an alternating 3 -foot wide by
0.5 feet high low flow sill for fish passage. The culvert maintains the existing stream
slope, low flow channel dimension s, low flow velocities and provides a smooth
transition from upstream to downstream with no sharp bends at the inlet or outlet.
S t r e am S l o p e
E x i s t i n g a v e r a ge s t r ea m s l o pe - 0.50%.
P r o p o s e d c u l v e r t s l o pe - 0.46%
F i s h a nd /or A qu a t ic l i f e P a s s age
E x i s t i n g l o w f l o w c h a n n e l d im e n s i o n s i n t h e s t r ea m - The existing low flow channel width up
and downstream is approximately 3 f ee t with an average depth of 0.4 f ee t.
P r o p o s e d l o w f l o w d im e n s i o ns t h r o ugh t h e c u l v e r t -The culvert will have alternating low flow
sills to facilitate fish passage. The low flow sills will provide a 3 -foot wide by 0.5 -foot deep low
flow channel in the culvert.
E x i s t i n g l o w f l o w v e l o c i t i e s i n t h e s t r e a m - 1.0 ft/sec
P r o p o s e d l o w f l o w v e l o c i t i e s t h r o ugh t h e c u l v e r t - 1.1 ft/sec
A l t e r n a t i n g l o w f l o w s il l s /b a ff l e s - The culvert will have alternating low flow sills to facilitate
fish passage since the proposed total culvert width is larger than the existing low flow channel
width.
C u l v e r t B u r ial
E x i s t i n g s t r ea m b e d m a t e r i a l - Silt, Gravel and Cobbles.
P r o p o s e d c u l v e r t b u r i a l - 1 -foot
P r o p o s e d s i l l s /b a f f l e s - Alternating low flow sills will be used. The low flow sills will be spaced
approximately 13 feet apart and will provide a 3 -foot wide by 0.5 -foot deep low flow channel in
the culvert. The culvert slope of 0.46% does not necessitate the uses of baffles to hold bed
material, but they are being used to provide a low flow channel through culvert.
March 2013
C u l v e r t /S t re am A l ig n m e n t
S t r e a m p a t t e r n s up s t r ea m a n d d o w n s t r e a m o f t h e c u l v e r t t h a t c o u l d a ff ec t f i s h p a ss a ge a n d b a n k
s t a b i l i t y - The culvert is being placed in a curve in the existing stream channel.
B e d f o r m s im p ac t e d by c u l v e r t (r i f f l e s , po o l s g li d e s e t c .)- There is a pool immediately upstream
of the culvert location that transitions into a riffle at the culvert’s proposed location.
E s t a b li s h m e n t o f a l o w f l o w f l oo d p l a i n b e n c h r e qu i r e d - A low flow floodplain bench is required
and has been provided up and downstream of the culvert.
C u l v e r t a l i g n m e n t w i t h s t r ea m - The culvert provides a smooth transition from the upstream to
the downstream with no sharp bends at the entrance or outlet.
S t r e a m r e a li g n m e n t n ece s s a r y - The stream at the outlet has been slightly realigned to provide
for a smoother transition.
S h a r p b e n d s a t e n t r a n c e a n d o u t l e t - No
B a n k s t a b i l i z a t i o n - Class I riprap on banks for 45 feet downstream.
O u t l e t V e l o c i t i e s
N a t u r a l s t r e a m c h a n n e l 2 y r v e l o c i t y - 2.5 ft/sec
P r o p o s e d C u l v e r t 2 y r o u t l e t v e l o c i t y - 3.9 ft/sec
N a t u r a l s t r e a m c h a n n e l 1 0 y r v e l o c i t y - 4.9 ft/sec
P r o p o s e d C u l v e r t 10 y r o u t l e t v e l o c i t y - 5.8 ft/sec
Roa d way G e o m e t r ic Co n s i d e r a t io n s
E v a l u a t e /d e s c r i b e r o a dw a y g e o m e t r i c c o n s t r a i n t s - N/A
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DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B4705-1"NORTHING: 1038071.113(ft) EASTING: 1276890.884(ft)ELEVATION: 2770.109(ft)THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM S 7724’40.5" W 942.63’ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88
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