20130493 Ver 1_Application_20130507

(Version 1.2; Released July 2012)
B-4821 County(ies):Surry Page 1 of 2
Project Type:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
Design/Future:Existing:
Supplemental:None
Primary:
Pauls Creek
Yadkin-Pee Dee
12-72-9-7
[e-mail]
2 @ 11' wide lanes with typical 2' wide paved shoulders and side slopes that vary from
3:1 to 2:1 and lateral ditches with 2:1 front slopes and 2:1 back slopes.
2 @ 10' wide lanes with typical grass shoulders and side slopes that vary from
approximately 1:1 to 3:1 and lateral ditches where necessary.
N/A
NCDWQ Stream Index No.:
Project/TIP No.:
NCDOT Contact:
Project No.:B-4821
Contractor / Designer:
[e-mail]
Raleigh, NC 27610
General Project Information
Address:
10/18/2012
3001 Weston Parkway
1020 Birch Ridge Road Cary, NC 27513
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Bill Zerman
Bridge Replacement
ac.
General Project Narrative:Replacement of Bridge #88 on SR 1621 (Sparger Rd) over Pauls Creek in Surry County. The bridge will be replaced with a 1 @ 40', 1 @ 70', 1 @ 40', 150' overall long x 33'
wide cored slab structure. Lateral ditches with 2:1 front slopes and 2:1 back slopes.
Typical Cross Section Description:
References
1750
0.70
Average Daily Traffic (veh/hr/day):
ac.
Other Stream Classification:
Kimley-Horn and Associates
City/Town:
919-677-2000
NCDOT - Hydraulics Design Unit Address:
Mount Airy
919-707-6755
Surry
No
None
NCDWQ Surface Water Classification for Primary Receiving Water
303(d) Impairments:
River Basin(s):
Primary Receiving Water:
Water Supply IV (WS-IV)
Buffer Rules in Effect
Project Description
None
Surrounding Land Use:Rural 0.156 MI
2100
0.45 Project Built-Upon Area (ac.)
Proposed Project Existing Site
Project Length (lin. Miles or feet):
(Version 1.2; Released July 2012)
B-4821 County(ies):Surry Page 2 of 2
Sheet
No.
Station
(From / To)
Feature
Impacted
Water / Wetland /
Buffer Type
Receiving Surface
Water Name
NRTR Map
ID
NCDWQ Stream
Index
NCDWQ Surface
Water Classification
303(d)
Impairments
Type of
Impact
Existing
SCM
13+27 -L-
13+37 -L-
13+53 -L-
13+53 -L-
13+64 -L-
13+64 -L-
13+69 -L-
13+85 -L-
WS-IV
WS-IV
WS-IV
WS-IV
Surface Water Impacts
Pauls Creek
Pauls Creek
Pauls Creek
Pauls Creek
Perennial
Perennial
Perennial
4 Perennial None
N/A
Stream 4 None
None
Stream 4
Description of Minimization of Impacts or Mitigation
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators, or Other Stormwater Control Measures.
Proposed
SCM
N/A
N/A
N/A
North Carolina Department of Transportation
Highway Stormwater Program
Stabilization 12-72-9-7
12-72-9-7
12-72-9-7
12-72-9-7 Fill
Fill None
Stream 4 Stabilization
Project/TIP No.:
* List all stream and surface water impact locations regardless of jurisdiction or size.
Project Environmental Summary
Stream
Equalizer Pipes to be noted as a minimization of impacts.
References
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
ELEV. 1051.80’
78.20’ LT
-L- STA.13+97.91
ROOT OF 30" SYCAMORE
BM # 1 RAIL SPIKE SET IN -L-
ELEV. 1076.80
-L- STA. 18+40.00
END GRADE
ELEV. = 1063.48
-L- STA. 10+17.00
BEGIN GRADE
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
5
/
2
8
/
9
9 SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
5 B-4821
$
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(-)0.1515%
(-)0 .4 4 6 6 %
(-)0 .4 4 6 6 %
(+)7 .2 6 9 4 %
CURVE AND NIGHTTIME STOPPING SIGHT DISTANCE
* DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL
SEE SHEET 4 FOR PLAN VIEW
PI = 10+50.00
EL = 1,063.43’
VC = 53’
V = 60 MPH
K = 180
PI = 16+21.00
EL = 1,060.88’
*K = 44
*V = 30 MPH
VC = 340’
75 SKEW
CL ELEV = 1062.09’
W/ SPILL THROUGH SLOPES
1 @ 40’, 1 @ 70’, 1 @ 40’
21" and 24" CORED SLABS
CL STA 13+50.00 -L-
ELEV = 1046.59
-L- STA 13+77
DITCH GRADE LT
BEGIN SPECIAL
(+)0 .5 0 %
ELEV = 1048.20
-L- STA 17+00
DITCH GRADE LT
END SPECIAL
ELEV = 1068.00
-L- STA 17+73
DITCH GRADE LT
BEGIN SPECIAL
(+)6 .1 2 %
ELEV = 1072.10
-L- STA 18+40
DITCH GRADE LT
END SPECIAL
LEFT DITCH
DITCH LEGEND

ELEV = 1046.92
-L- STA 13+00
DITCH GRADE RT
BEGIN SPECIAL

ELEV = 1046.66
-L- STA 13+53
DITCH GRADE RT
END SPECIAL
(-)0 .5 0 %
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(STRUCTURE PAY ITEM)
EMBANKMENT)
(BRIDGE AREA AND
EXCAVATION = 600 CY
UNCL. STRUCTURE
C L A S S I I R I P R A P (T Y P .)
-L- STA 18+64.10
END PAVING
11 12 10 13 14 15 16 17 18 19
1,040
1,050
1,060
1,070
1,080
1,040
1,050
1,060
1,070
10 11 12
RIGHT DITCH
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 4100
= 25
= 1053.3
= 5700
= 100
= 1054.85
= 15500
= 500
= 1061.7
= March 22, 2012
= 1042.9
1,040
1,060
1,050
1,070
1,080
1,040
1,050
1,060
1,070
ELEV = 1073.48’
STA 18+49
PROP 15" RCP
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT = N/A
= N/A
= N/A
= 25
= 2.60
= 1075.45
= 3
= 1075.54
= 1.1
-L- Sta. 18+49.20
Hand Existing Existing
Permanent Temp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts ImpactsStream
No.(From/To)Size / Type Wetlands Wetlands Wetlandsin Wetlands Wetlands impacts impactsPermanentTemp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
13+27/13+37 -L- LT CAUSEWAY <0.01 14
13+53 -L- RT EMBANKMENT
PROTECTION 25
13+64 -L- LT EMBANKMENT
PROTECTION 35
13+69/13+85 -L- CL CAUSEWAY <0.01 37
TOTALS:<0.01 60 51
NOTE: NO WETLANDS IN PROJECT AREA. THEREFORE NO WETLAND IMPACTS.
ATN Revised 3/31/05
PROJECT: 38591.1.1 (B-4821)
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTS WETLAND IMPACTS
10/18/2012
SURRY COUNTY
PERMIT DRAWING SHEET 8 OF 8
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
VICINITY MAP
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25 50 100 50 25 50 100 50 5 10 20 10 DHV D T V ======1750 2100 11 55 6 55 %%MPH ADT ADT 2012 2035 % *DUAL =5%

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* TTST =1%FUNC CLASS =LOCAL SUB REGIONAL TIER ** DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K

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OFFSITE DETOUR ROUTE 0 0 0 PROFILE (HORIZONTAL)

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H a y d e n P l a c e N o o n k e s t e r Dr.1. E. End Dr.2. E. Side Ln.1465 1621 1624 2417 2418 1657 2402 1626 1618 1627 1621 1695 1683 1667 1667 1677 1620 1418 1506 1395 1505 1504 1495 1459 1496 1494 1458 1471 1468 1467 1466 1470 1531 1470 2421 1533 1536 1537 1538 1620 1701 1922 1
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