20171067 Ver 1_9) 790260_2017_SF-790260_LITTLE_CREEK_SR1553PDF_20170828

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Lic. No.: C-2197
919-789-9977
Raleigh, NC 27605
1025 Wade Avenue
SEPI Engineering & Construction, Inc.
SITE DATA
Floodway
With
Floodway
Without
Floodway Established?
Normal Water Surface Elev.
RALEIGH, N. C.
DIVISION OF HIGHWAYS
Project No.
County
On Highway Between and
N. C. DEPARTMENT OF TRANSPORTATION
Recommended Structure
Skew
Bench Mark is
Elev.Datum:
Temporary Crossing
Data on Existing Structure
Channel Right O.B.
Hydraulic Design Method
Hydrological Method
FrequencyDischarge Elev.
Elev.
Elev.Frequency
I.D. No.Proj. Station
Character
Obtained From
Flood Study / Status
Flood Study 100 yr. Discharge
Data on Structures Up and Down Stream
Manning’s n :Left O.B.
c.f.s.
c.f.s.;
CULVERT SURVEY & HYDRAULIC DESIGN REPORT
Stream
:
Date
Project Engineer
Designed by:
:
Frequency
Design
Base Flood Discharge
Discharge c.f.s.
c.f.s.
Recommended Width of Roadway
Natural Channel Velocity
Design Tailwater
Overtopping :
:
:
Stru. No.
Date Elev.Est. Freq.Source
Period of
Knowledge
Date Elev.Est. Freq.Source Knowledge
Period of
Outlet Velocity
Allowable HW Elev.
Assisted by:
Required Outlet Protection
Stream Classification (Such as Trout, High Quality Water, etc.)
Gage Station No.Period of Records
Max. Discharge Date Frequency
HYDRAULICS UNIT
c.f.s
Reviewed by:
Recommended Location is (Up, At, Down) Stream from Existing Crossing.
Debris Potential:Low Moderate High
Drainage Area Source
River Basin
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Historical Flood Information:
DESIGN DATA
INFORMATION TO BE SHOWN ON PLANS
ADDITIONAL INFORMATION AND COMPUTATIONS
10
Q
25
Q
50
Q 100
Q
500
Qft.;ft.;ft.;ft.;ft.
)
10
(V )
10
(Vf.p.s.f.p.s.
yr.
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ft.
ft.
ft.
100
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ft.
yr.
yr.
yrs.
yrs.
ft.ft.
yrs.
WS Elev.:
ft.
Statewide Tier Regional Tier Sub-Regional Tier
Outlet Control
H
Remarks
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2Ke
Inlet Control
(ft.)
H.W.
o
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h
(ft.)
H.W.
(c.f.s.)
Q
Total Waterway Opening Waterway Opening Below 100yr. WS EL.s.f.s.f.
Total Proposed Waterway Opening s.f.Is a Floodway Revision Required?
@River Station 24365
WS EL. Taken @ River Station 24473
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790260
SEPI ENGINEERING & CONSTRUCTION, INC.
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ROWAN
17BP.9.R.62SF-790260
LITTLE CREEK
SR 1535 WEAVER RD.SR 1533 SR 1541
75 DEG.
X
BM #1 82’ OF RT -BL- STA. 9+12.00 R/R SPIKE SET IN 14" HACKBERRY
750.98 NAVD 88
N/A
1.52 SQ. MI.USGS STREAMSTATS & QUAD MAPS
CHINA GROVE & ENOCHSVILLE
YADKIN/PEE-DEE MOSTLY RURAL W/ SOME DEVELOPEMENT
1175 750.5
06/2009
USGS SI REPORT 2009-5158
HEC-RAS V. 4.1.0
= 850 CFS
0.600
= 661 (DA)
50
Q
= 692 CFS (700 CFS)
0.606
= 537 (DA)
25
Q
= 995 CFS (1000 CFS)
0.594
= 776 (DA)
100
Q
= 1368 CFS (1400 CFS)
0.583
= 1,072 (DA)
500
Q
= 515 CFS (520 CFS)
0.617
= 398 (DA)
10
Q
SIR 2009-5158
RURAL RIDGE and VALLEY-PIEDMONT
DESIGN MAINTAINS / IMPROVES LEVEL OF SERVICE.
NO STRUCTURES WILL BE ADVERSELY IMPACTED BY THIS PROJECT.
THIS PROJECT COMPLIES WITH LOCAL FLOOD PLAIN MANAGEMENT REGULATIONS.
DESIGN FOLLOWS SUBREGIONAL TIER GUIDELINES.
NOTES:
C INDEX NO. 12-110-3
UPSTREAM N/A
DOWNSTREAM P324 3 @ 137"X87" CMPA
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HEC-RAS MODEL 790260 LITTLE CREEK.PRJ
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