20191495 Ver 1_U-5537_Permit Drawings_20170331_20191104

HighwaV North Carolina Department of Transportation
Stortrnvater
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5537 County(ies): Wake Page 1 of 1
General Project Information
WBS Element:
ITIP Number: U-5537 Project Type: Other Date: 6/23/2015
NCDOT Contact:
Lisa Feller, PE
Contractor / Desi ner:
Address:
PDEA Century Center Building A
1000 Birch Ridge Drive
Raleigh, NC 27610
Address:
Will Weathersbee, PE
1520 South Blvd., Suite 200
Phone:
919-707-6022
Phone:
704-940-4715
Email:
[e-mail]
Email:
[e-mail]
City/Town:
Apex/Ca
Count ies :
Wake
River Basins :
Neuse
I CAMA County?
I No
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
0.36 r Surrounding Land Use: I Residential and commerical, rolling terrain
Proposed Project
Existing Site
Project Built -Upon Area ac.
2.8 ac.
2.9 ac.
Typical Cross Section Description:
2 12' width lanes & 12-16' width center lane and 2 4' bike lanes on outside edges of
road. Road has curb and gutter with 1-side variable width sidewalk/multi-use path.
Two variable -width lanes on the approach and the bridge.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: ADT = 20,500 Year: 2035
Existing: ADT = 12,500 Year: 2015
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
This is a culvert replacement project over Williams Creek on SR1521 (Lake Pine Dr.). The existing culverts are two 96" CMP's. The proposed structures are two 14' x 8'
reinforced concrete box culverts with headwalls. The improvements include roadway grading, roadway drainage, paving and the structure.
Waterbody Information
Surface Water Body (1): Williams Creek
NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body
Pr mary Classification:
Water Supply III WS-III
Supplemental Classification:
Nutrient Sensitive Waters NSW
Other Stream Classification:
Impairments:
Aquatic T&E Species?
Comments:
NRTR Stream ID:
Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body?
INo
I Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body?
N/A
I (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 Narrative)

Ilihway North Carolina Department of Transportation
5tc�rrmv�irc r "
,. ,.. Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5537 County(ies): Wake Page 2 of 2
Swales
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Water
Body
Base
Width
(ft)
Front
Slope
(HA)
Back
Slope
(H:1)
Drainage
Area
(ac)
Recommended
Treatm't Length
(ft)
Actual
Length
(ft)
Longitudinal
Slope
N
Q2
(cfs)
V2
(fps)
Q10
(cfs)
V10
(fps)
Rock
Checks
Used
BMP
Associated w/
Buffer Rules?
4
-L- 16+55 to 17+85 FT
Trib to
Williams
2.0
2.0
2.0
1.2
120
130
1.26 %
2.6
2.2
3.2
2.3
No
Additional Comments

I II�;�iWc'1 ■ North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-5537 County(ies): Wake Page 3 of 3
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Energy Dissipator
Type
Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
Pipe/Structure
Dimensions
(in)
Q10
(cfs)
V10
(fps)
BMP
Associated w/
Buffer Rules?
4
-L- 15+90 RT
Trib to
Williams
PSH
Class 'B'
0.1
Pipe
15
0.4
0.1
Yes
Additional Comments
- FCeter to the NCUU I tSest Management F'racticeS I oOIboX (2u14), NGUU I STanaaraS, the veaeral HlghWay Aammistration (rMwA) Hyaraulic Engineering circular No. 14 (HEc-14), I hlra taltion, Hyaraulic Uesign of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

In
V
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Symbols Sheet
1308
APEX
LOCATION
CARY
� 64
1
VICINITY M.
THERE IS NO CONTROL OF ACCESS ON THIS PROJECT.
GRAPHIC SCALES DESIGN DATA
50 25 0 50 100 ADT 2016 = 12,805
ADT 2035 = 18,600
PLANS
50 25 0 50 100 T = 6 %
V = 40 MPH
PROFILE (HORIZONTAL) * TTST = 2% DUAL — 4%
10 5 0 10 20 FUNC CLASS =
MAJOR COLLECTOR/
PROFILE (VERTICAL) MAJOR THOROUGHFARE
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WAKE COUNTY
LOCATION: IMPROVEMENTS TO SR 1521 (LAKE PINE DR.) FROM
EAST OF PINE PLAZA DRIAMCGREGOR PINES DR. TO
APEX TOWN LIMITS (NORTHEAST OF VERSAILLES DR.)
PROJECT LENGTH
LENGTH ROADWAY = 0.349 MILES
LENGTH STRUCTURE = 0.007 MILES
TOTAL LENGTH = 0.356 MILES
—L— STA. 19+09.29
F'PLA&S PREPARED BY;
RSA 8601 SIX FORKS RD, SUITE 260
RALEIGH, NC 27615
919-926-4100
FOR THE NORTH CAROLINA DEPART)I£NT OF TRANSPORTATION
2012 STANDARD SPECIFICATIONS
JARED BOND, PE
PROJECT ENGINEER
RIGHT OF WAY DATE:
NOVEMBER 2016
SEAN KORTOVICH, El
PROJECT DESIGN ENGINEER
LETTING DATE:
JUNE 2017
RUSSELL DALTON, PE
TOWN OF APEX PROJECT MANAGER
.00
91'ATR
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U-5537
I
WA— PRO/.NO.
F.A.PROLNO.
...RMMON
44112.1.1"7
STPDA-050134
PE
44112.2.1
STPDA-0501(34)
ROW, UTIL
44112.3.1
STPDA-0501(34)
CONST
HYDRAULICS ENGINEER
P.E.
SIGNATURE:
ROADWAY DESIGN
ENGINEER
P.E.
SIGNATURE: J

PROJECT REFERENCE NO. I SHEET NO.
z
Z
0
DETAIL A
LATERAL BASE DITCH
( Not To Scale)
Natural i — 1 11__<
Ground Z.J D ) I"/Ft. Fill
Slope
a I Min. D= 1.00 Ft.
1.=►I B = 2.00 Ft.
b = 5.00 Ft.
DDE = 25.2 CY
TEMPORARY SUI
WATER IMPACTS
FROM STA. 16+55 RT TO STA. 17+85 RT
EST 1 TON CL B RIP RAP
EST 5 SY GEOTEXTILE
�c9 �
I \
42" CXLF 6
�I —
WOODS / \ e _J
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AINY E
BRK HW
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: S G R/W F OVV EIP v
J 15" RCP -III PSH
PDE PDE
OUT=372.24' WOODS /v /
= 377.74' /
/
1T=UNKNOWN 49T //
.59'
9.48' /
4.50• TEMPORARY SURFACE
=368.96'
i
OES
LATERAL BASE DITCH
SEE DETAIL B
EST 3 TONS CL B RIP RAP —
EST 10 SY GEOTEXTILE
0
m" \ - —LATERAL BASE
i g ti 1� DITCH
\ SEE DETAIL A
g —WLe—
�ti MA EGOR CENTER, LLC - -"LB- -\
SITE
PERMIT DRAWING
ss SHEET 2 OF 6
a�
WATER IMPACTS
/
i
i
1�1
DETAIL B
LATERAL BASE DITCH
( Not to Scale)
Natural Fill
Ground ?'J D �•1 1'iFi. Slope
d
GEOTEXTILE �� B
Min. D= 1.50 Ft.
Max. d = 1.50 Ft.
DDE - 103.7 CY 6= 2.00 Ft.
Type of Liner= Class B Rip -Rap b= 5.00 Ft.
/Q• / F �XFROM STA.18+92 LT TO STA.20+50 LT
OO
13 �� •Op`rF
/�T i F StiF
z
APE
\ \ 62�
TEMPORARY SURFACE �<
%ATER IMPACTS �
\ j
\
\
T 00 OF C A RY
W SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLEVE PLANES
W NOT USE FOR / W ACOUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RS&�I
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
F F DENOTES FILL IN
WETLAND
®DENOTES IMPACTS IN
SURFACE WATER
�— LATERAL BASE DITCH
/ SEE DETAIL C
F
e \
S \
RIP RAP AT EMBANKMENT
EE DETAIL D THIS SHEET
W
W N
C 0
Q N
QFREDERICK K. SCHODT, ET UX
C
mF� ITE 2
\\ TEMPORARY SURFACE
WATER IMPACTS
DETAIL C
LATERAL BASE DITCH
( Not To Scale)
btNatural �-- Fill
Ground ?'I D ry1 1' Ft. Slope
d
GEOTEXTILE �� B Min. D= 1.50 Ft.
Max. d - 1.50 Ft.
DDE = 83.6 CY B= 2.00 Ft.
Type of Liner= Class I Rip -Rap b= 5.00 FT.
FROM STA. 20+05 RT TO STA. 21+20 RT
DETAIL D
RIP RAP AT EMBANKMENT
( Not To Scale)
Natural 5'min.
Groun
2.0'min. 2'
GEOTEXTILE
DDE = 69.3 CY
TYPE OF LINER = CL II RIP -RAP = 94 TONS
GEOTEXYILE = 104 SY
FROM STA. 19+75 RT TO STA. 20+15 RT

z
z
0
D
G• 01 30'.• ••
GRAPHIC
DETAIL A
LATERAL BASE DITCH
( Not to Scale))
Natural
Ground 2.J D �1 1'Ft. Fill
Slope
I a I Min. D- 1.00 Ft.
4. �►I B = 2.00 Ft.
b = 5.00 Ft.
DDE = 25.2 CY
FROM STA. 16 + 55 RT TO STA. 17 + 85 RT
EST 1 TON CL B RIP RAP
EST 5 SY GEOTEXTILE
42" CLF
96'CL�1{pT OyyRRFL0* R TA 4 RCP
WTOpY t90 359. 2
Q\R,Kc
yr ff O W N-
15" RCP -III
— PDE/
S
LATERAL BASE DITCH
SEE DETAIL B
EST TONS CL B RIP RAP —
TEMPORARY SURF CE EST 10 Y GEOTEXTILE
WATER IMPACTS
0
m" \ —LATERAL BASE
i g ti DITCH
SEE DETAIL A
1ti MA EGOR' CENTEk- LL — —`"LB— —�
\n
n
\� PERMIT DRAWING
SHEET 3 OF 6
96, TEMPORARY SURFACE
WATER IMPACTS
i
7.
DETAIL B
LATERAL BASE DITCH
( Not to Scale)
Natural Fill
Ground ?'J D �•1 1'iFi. Slope
d
GEOTEXTILE �� B
Min. D= 1.50 Ft.
Max. d = 1.50 Ft.
DDE = 103.7 CY 6= 2.00 Ft.
Type of Liner= Class B Rip -Rap b= 5.00 Ft.
FROM TO STA. 20
00
00
y�-rs
A/I O
yy� arc. b
TEMPORARI' _$SCE �<
ATER IMPACTS
\
\
,00 OF C wf
PROJECT REFERENCE NO. SHEET NO.
U-5537 4
W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INoomPL
DO NOT USE FOR
i PLANS
/W ACOUMMON
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
RS&H
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
F F DENOTES FILL IN
WETLAND
®DENOTES IMPACTS IN
SURFACE WATER
'--LATERAL BASE DITCH
SEE DETAIL C
1�
P
S \RIP RAP AT EMBANKMENT
SEE DETAIL D THIS SHEET
N
I>j
°'
Q V N FREDERICK K. SCHODT, ET UX
QC
F S ITE 2
f T TEMPORARY SURFACE
\ WATER IMPACTS
DETAIL C
LATERAL BASE DITCH
( Not to Scale)
btNatural �-- Fill
Ground ?'I D ry1 1' Ft. Slope
d
GEOTEXTILE -­� B Min. D= 1.50 Ft.
Max. d - 1.50 Ft.
DDE = 83.6 CY B= 2.00 Ft.
Type of Liner= Class I Rip -Rap b= 5.00 Ft.
FROM STA. 20+05 RT TO STA. 21+20 RT
DETAIL D
RIP RAP AT EMBANKMENT
( Not to Scale)
Natural 5'min.
Groun
2.0'min. 2•
GEOTEXTILE
DDE = 69.3 CY
TYPE OF LINER = CL II RIP -RAP = 94 TONS
GEOTEXYILE = 104 SY
FROM STA. 19+75 RT TO STA. 20+15 RT

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SHEET NO.
X-1

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)
1
16+41 to 18+44
Stream Relocation/Roadway Fill
0.01
0.02
0.01
175
91
2
18+64 to 20+05
Bank Stabilization
0.04
< 0.01
102
17
2
18+88 to 19+82
Culvert Replacement
0.01
58
TOTALS*:
j 0.01
1
1
1
0.07
0.01
1 335
1 108
1 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24