20211570 Ver 1_852266_Permit_Drawings_Package Final_20211206

WER
YADKIN
421,
1 r�6 DAVIF
Surry Pipe 2266
R
NCDOT
Division of Highways
Division 11 On -Call
VICINITY MAP
PIPE CULVERT 2266
SURRY COUNTY
f'. NORTH CAROLINA SHEET 1

Highway
StOYYY
North Carolina Department of Transportation s ,
Highway Stormwater Program
T 'c
STORMWATER MANAGEMENT PLAN
(Version 2.06; Released June 2016) FOR NCDOT PROJECTS
WBS Element: 17.BP.11.C.4 TIP No.: SF-852266 County(ies): Surry Page 2 of 5
General Project Information
WBS Element:
17.BP.11.C.4 TIP Number: SF-852266 Project Type: Bridge Replacement Date: 11/5/2021
NCDOT Contact:
Marc Shown, PE
Contractor / Designer:
RK&K Engineers - Jon Whittington, PE
Address:
1590 Mail Service Center
Raleigh, NC 27699-1590
Address:
8601 Six Forks Road Forum 1, Suite 700
Raleigh, NC 27615
Phone:
919.878.9560
Phone:
919.707.6751
Email:
jwhittington..rkk.com
Email:
[e-mail]
City/Town:
Mount Airy
County(ies):
Su ry
River Basin(s):
Yadkin -Pee Dee
CAMA County?
Ir
No
Wetlands within Project Limits?
No
Project Description
Project Length (lin. miles or feet):
190 ft. Surrounding Land Use: Golf course and low density residential.
Proposed Project
Existing Site
Project Built -Upon Area (ac.)
0.1 ac.
0.1 ac.
Typical Cross Section Description:
2-lanes at 10' each with 6'-0" shoulder
2-lanes at 8'-0" each with 2'-0" to 3'-0" shoulder
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 2000 Year: 2013
Existing: 2000 Year: 2013
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
This project replaces existing Culvert #852266, (1) @ 72" CMP with headwall, approxately 106' long. The proposed culvert will be 78" RCP with headwall, approximately 144'
long. The invert will be buried 1'. The channel will be 6' wide with banks lined with rip rap 45' upstream and 26' downstream. There is a slight increase in the impervious area
of the project, however there is no significant increase in the discharge from the roadway runoff.
Waterbody Information
Surface Water Body (1):
Unnamed Tributary to Lovills Creek
NCDWR Stream Index No.:
12-72-8-(1)
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply IV (WS-IV)
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
No
Deck Drains Discharge Over Buffer? N/A
Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Na rative)

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS
SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
-L- 13+47 LT
Temp. Dewatering Upstream
5
-L- 13+05 LT
Riprap on Banks
30
-L- 12+40.5
Replace existing 72" x 106' CMP
38
w/ 78" x 144' RCP
-L- 11+67 RT
Temp. Dewatering Downstream
76
TOTALS*:
68
81
0
*Rounded totals are sum of actual impacts
NOTES:
Proposed pipe is 144 LF with a slope of 2.72%
Inlet of proposed pipe is not buried. Outlet of proposed pipe is buried 1' deep with a 1' tall sill.
Area of removal of trees 3" and larger diameter tree = 0.33 acres
Revised September 2014
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
November 4, 2021
Surry County
SF-852266
17.BP.11.C.4
SHEET 3 OF 5

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PROJECT REFERENCE NO.
SHEET NO.
SCALE ---------_
SCALE
852266
RDY-/
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DENOTES IMPACTS IN
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/
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1
1 1
1 1
852266-2
-L -
ST
A. /0 +83.48
OFFSET
= 13.7520' RT
EL =
1070.77'
RR
SPIKE
IN
20" POPLAR
TREE
20
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-
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.-
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2,000
2,000
_
END
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PI = I2 +70.00
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EL = 1,085.78'
.�
`'"'
VC = 220'
BEGIN
GRA
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1
+60.00
K = 49
1,090
EL
=
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V = 35mph
1,090
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PIPE HYDRAULIC DATA
____________
1
------L--_�----------------
STR *852266 Sto.12+40.5 —L—
1,080
,080
DESIGN FREQUENCY = 25 YRS
78"
PCP
-/1
/
EX.
72'
CIV
P
DESIGN DISCHARGE = 290 CFS
n
DESIGN HW ELEVATION = 1079.2 FT
I
/00 YEAR FREQUENCY = /00 YRS
/00 YEAR DISCHARGE = 340 CFS
/00 YEAR HW ELEVATION = 1080.18 FT
YRS
�}
OVERTOPPING FREQUENCY= 100+
1,070
OVERTOPPING DISCHARGE = 380 CFS
1,070
OVERTOPPING ELEVATION = /081.2 FT
NORMAL WATER SURFACE ELEV = 1072.8 FT
RK1(
DATE OF SURVEY = 3/20/6
P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
Raleigh, North Carolina 27615-3960
NC License No. F-0112
Engineers I ConstructionlMers I Planners I Scientists
www.rkk.com
Responsive People I Creative Solutions
11+00 12+00 13+00 14+00

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WETLAND AND SURFACE WATER IMPACTS PERMIT
PROJECT REFERENCE NO.
852266
SHEET NO.
RDY -I
R(W SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GRAPHIC SCALES
30 0
30
60
PLANS
30 0 30
60
PROFILE (HORIZONTAL)
6 0 6 12
PROFILE (VERTICAL)
SURRY #266
DESIGN SPEED = 40 MPH
ADT = 2,000 (2013)
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
2.010
2.000
1.090
1.080
1.070
MI MN
MM
iM
ofto
B
E
E
L
G/N
0
GRA E
ST A.11+60.00
1,082 32'
)3.I
78" RC
5
0
P
I I I I I
852266-2
-L - ST A. /0 +83.48 OFFSET = 13.7520' RT
EL = 1070.77'
RR SPIKE IN 20" POPLAR TREE
PI = 12 +70.00
EL = 1,085.78'
VC = 220'
K = 49
V = 35mph
8%
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5'
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PIPE HYDRAULIC DATA
STR *852266 Sto.12+40.5 -L-
DESIGN FREQUENCY = 25
DESIGN DISCHARGE = 290
DESIGN HW ELEVATION = 1079.2
/00 YEAR FREQUENCY = /00
/00 YEAR DISCHARGE = 340
/00 YEAR HW ELEVATION = 1080.18
OVERTOPPING FREQUENCY= 100+
YRS
CFS
FT
YRS
CFS
FT
YRS
-
OVERTOPPING DISCHARGE = 380 CFS
OVERTOPPING ELEVATION = /081.2 FT
NORMAL WATER SURFACE ELEV = 1072.8 FT
DATE OF SURVEY = 3/20/6
--
•
-
-
00
--
-
R(K
P: [phone]
8601 Six Forks Road, Forum 1,Suite 700
Raleigh, North Carolina 27615-3960
NC License No. F-0112
Engineers I ConstructionlMers I Planners I Scientists
www.rkk.com
Responsive People 1 Creative Solutions
2.010
2.000
1.090
1.080
1.070
11 +00
12 + 00
13+00
14+00