20170781 Ver 1_B-5658 Permit drawings_20170627

k 11�;11��'<14' North Carolina Department of Transportation ��
SL[�rtl]�YdtPf Highway Stormwater Program
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STORMWATER MANAGEMENT PLAN ��--•
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 45615.3.1 TIP No.: B-5658 County(ies): Nash Page 1 of 1
General Project Information
WBS Element: 45615.3.1 TIP Number: B-5658 Project Type: Bridge Replacement Date: 5/22/2017
NCDOT Contact: ANDY JORDAN Contractor I Designer: JEFF RECK,P.E.
Address: NCDOT CENTURY CENTER Address: MOFFATT &NICHOL
1020 BIRCH RIDGE DR, BUILDING B 4700 FALLS OF THE NEUSE RD, SUITE 300
RALEIGH NC 27610 RALEIGH, NC 27609
Phone: [phone] Phone: [phone]
Email: TRPETERSON NCDOT.GOV Email: JRECK MOFFATTNICHOL.COM
Cit ITown: SPRING HOPE Count ies): Nash
River Basin s: Tar-Pamlico CAMA County? No
Wetlands within Project Limits? Yes
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0823 MILES Surroundin Land Use: RURAL,AGRICULTURE, WOODS
Proposed Pro'ect Existin Site
Pro'ect Buiit-Upon Area ac. ac. ac.
Typical Cross Section Description: THE PROPOSED ROADWAY WILL BE A TWO-WAY ALIGNMENT WITH 11' TRAVEL LANES THE EXISTING ROADWAY IS A TWO-WAY ALIGNMENT WITH 10' TRAVEL LAVES, 3'
3' GRASSED SHOLDER , AND 3:1 S�OPES. THE PROPOSED BRIDGE HAS AN OUT TO OUT GRASSED SHOULDER, AND 3:1,2:1 SLOPES. THE EXISTING BRIDGE HAS AN OUT TO
OF 33' AND CLEAR ROADWAY OF30'6"THE BRIDGE WILL HAVE 11' TRAVEL LANES AND 3' OUT OF 24'.
11"PAVED SHOLDERS.
Annual Avg Daily Traffic (veh/hr/day): Design/Future: n/a Year: 2036 Existin : 365 Year: 2016
General Project Narrative: Project consists of the replacement of bridge #126 in NASH County. The existing bridges carries SR 1310 Edwards road over Big Peachtree Creek between SR1308
(Description of Minimization of Water Richardson road and SR1324 RaceTrack road. The proposed structure for bridge #126 is 1@92.8' 33" Boxed Beam with 2.5' caps and 2-bar metal rail. The proposed alignment
Quality Impacts) is at the same location as the existing alignment. There are wetlands located within the project limits.
STORMWATER CONTROLS:
The proposed bridge does not utilize deck drains. Runoff from the bridge roadway and paved shoulders at the bridge approaches drains into inlets. The stormwater is then
diffused at riprap pad outlets prior to discharging into Big Peachtree Creek. Runoff from the roadway will go into special cut ditches and be difused at a rip rap pad. Shoulders
will be grassed except on the proposed bridges and their approaches. Bank Stabilization is planned to prevent erosion of the streambanks.
Waterbody Information
Surface Water Body (1): Big Peachtree Creek NCDWR Stream Index No.: 28-68-1
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments: mercury (Hg)
Aquatic T&E Species? Comments:
NRTR Stream ID: Big Peachtree Creek Buffer Rules in Effect: Tar-Pamlico
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

See Sheet 1 A For Index of Sheets
See Sheet 18 for Conventional Symbols
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1�lASH CO U1�TY
LOCATI0111: BRIDGE 1110. 630126 OVER BIG PEACHTREE CREEK
ON SR 1310 (EDWARDS ROAD)
TYPE OF WORK: PAVIIVG, GRADIIVG, GUARDRAIL, DRAIIVAGE,
PAVEMEIVT MARKI11tGS A1VD STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
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NCDOT CONTACT: VIRGINIA MABRY
MANAGER — PRIORITY PROJECTS UNIT
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II
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PERMIT DRAWING
SHEET 1 OF 8
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
P�epo�ed for NCDOT in the Office of: HyDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ,�„ ,��AR --..,,
moffatt & nichol ,,oR"`...•..°��ti.,
ADT 2016 = 365 „�<, F���� �F ��F sE Ao ���� E 30, ���� :,2:�oFESS/p'9`'r ;
20 10 0 20 40 <9�9;;a°;4'6zE"°o�E °�°91 ,e�'-�as9 <x moffatt & nichol a sEA� '; ' ���qp
ADT 2036 = N/,4 LENGTH ROADWAY TIP PROJECT B-5658 = 0.064 mi. Nc i_i�e�se No..��r�-o'ios ` -, :, ozbe9� ;; � o "��,
LENGTH OF STRUCTURES TIP PROJECT B-5658 =0.018 mi. Zorz sraNnann sPsc,Frcar�ovs `-,,;�� ��...���,.; �� �'�o
PLANS , „ /
P.E. u�� �d
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2o to 0 2o ao T= 6%* LENGTH OF STATE PROJECT B-5658 =0.082 mi. RIGHT OF WAY DATE: TIM R. REID, P.E. s,�NazuaE: � g
V= 45 MPH OCTOBER 18, 2016 rxorEcr EucruEEn ROADWAY DESIGN ;�'cAao�•.., � a
PROFILE (HORIZONTAL) * TTST 3% DUAL 3% ENGINEER ;=°4oFE5sio'9•.."*`-: "'���� o�Q�
FUNC CLASS = LETTING DATE: TRENT E. HUFFMAN, P.E. 5�� .� .
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4 2 � 4 $ PROJECT DESIGN ENGINEER moffatt & f11Cf10� '+F!✓GINEEA;� `:
MINOR COLLECTOR OCTOBER 18, 2016 '�,T "'��`�o �
, ,� R. RE ��.�`'.
PROFILE (VERTICAL) SUB—REGIONAL TIER PE �
S7GNATURE:

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DETAIL B
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N-VALUE = 0.035
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PERM. LINER = GRASS
SPECIAL CUT DITCH
FROM STA 14+-12 LT
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C = 0.36
Tc = 20 MIN.
I10 - 4.0 IWHR
FRONT SS = 3:1
BACK SS = 3:1
DITCH SLOPE = 0.60 %
N-VALUE = 0.035
Q10 = 10.0 CFS
V10 = 2.3 FPS
DEPTH = 1.2 Ff
PERM. LINER = GRASS
SPECIAL CUT DITCH
FROM STA 17+35 RT
TO STA 11+88 RT
DA = 0.65 AC
C = 0.40
Tc = 10 MIN.
I10 - 5.5 IWHR
FRONT 55 = 3d
BACK 55 = 3:1
DITCH $LOPE - 5.66 %
N-VALUE = 0.035
Q10 = 1.9 CFS
VIO = 3.3 FPS
DEPTH = 0.4 Ff
PERM. LINER = GRA55
FOR -L- PROFILE SEE SHEET 6

SITE 1
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AND IMPACTS
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DETAIL B
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DA = 0.24 AC
C = 0.34
Tc = lo MIN.
I10 = 5.5 IWHR
FRONT 55 = 3:1
BACK 55 = 3:1
DITCH SLOPE = 8.91 %
N-VALUE = 0.035
Q70 = OA CFS
V10 = 2.9 FPS
DEPTH - 0.2 FT
PERM. LINER = GRA55
SPECIAL CUT DITCH
FROM STA 14+-12 LT
TO STA 14-95 LT
DA = 6.97 AC
C = 0.36
Tc = 20 MIN.
I10 = 4.0 IWHR
FRONT 55 = 3:1
BACK SS = 3:1
DITCH SLOPE = 0.60 %
N-VALUE = 0.035
Q10 = 10.0 CFS
V10 - 2.3 FPS
DEPTH = 1.2 FT
PERM. LINER = GRASS
SPECIAL CUT DITCH
FROM STA 17+35 RT
TO STA 11+88 RT
DA = 0.65 AC
C = 0.40
Tc = 10 MIN.
I10 = 5.5 IWHR
FRONT 55 = 3d
BACK 55 = 3:1
DITCH SLOPE - 5.66 %
N-VALUE = 0.035
Q10 = 1.9 CFS
VIO - 3.3 FPS
DEPTH = 0.4 FT
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PROIECT REFERENCE NO. SHEET NO.
� B-5658 PRM-6
� ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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SR 1310 EDWARDS ROAD -
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210 _____ _ _ _ - 21�
� �
BEGIN GRADE Pl = 12+48.00 Pl = 14+65.00 -
-L- STA 11+35.00 EL = 191.62' EL = 187.05'
= C = l30' VC = l40' -
L 198. 7' V
E EV 5
K=32 K=42 -
206 DS = 28 mph DS = 32 mph _ 206
I
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198 � ,, , _ � � -�- sra i5+�o.00 198
— l6�Spp� , Q ELEV = 188.39'
LL
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' 1.5:7 NORMAL � '. �
' 1 78 RIG�HT DITCH ------ �'� MINIMUM DEPTH OF i '� 78
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�� I��i TO SHOULDER POINT W/ �.J - - - -
j � ��i FILTER FABRIC (2 fT. THICK) � NWS EL = 160.7' (1VIS16J � j -
� (SLOPE NORMAL TO BENT) . 1 _ _ . i_ -
174 � - � 1. / -I - � �-, � 174
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (tt)
1 -L- 13+07 RT TO 13+53 LT BANK STABLIZATION 0.02 101
TOTALS*: 0.02 0 101 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2016 09 09

See Sheet 1 A For Index of Sheets
See Sheet 18 for Conventional Symbols
����1Le �ll" ��J���� ��JI10�����
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1�lASH CO U1�TY
LOCATI0111: BRIDGE 1110. 630126 OVER BIG PEACHTREE CREEK
ON SR 1310 (EDWARDS ROAD)
TYPE OF WORK: PAVIIVG, GRADIIVG, GUARDRAIL, DRAIIVAGE,
PAVEMEIVT MARKI11tGS A1VD STRUCTURE
BUFFER IMPACTS PERMIT
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NCDOT CONTACT: VIRGINIA MABRY
MANAGER — PRIORITY PROJECTS UNIT
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II
�I�
S T. WOOTEN
1/11
moffatt & nichol
BUFFER DRAWING
SHEET 1 OF 5
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
P�epo�ed for NCDOT in the Office of: HyDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ,�„ ,��AR --..,,
moffatt & nichol ,,oR"`...•..°��ti.,
ADT 2016 = 365 „�<, F���� �F ��F sE Ao ���� E 30, ���� :,2:�oFESS/p'9`'r ;
20 10 0 20 40 <9�9;;a°;4'6zE"°o�E °�°91 ,e�'-�as9 <x moffatt & nichol a sEA� '; ' ���qp
ADT 2036 = N/,4 LENGTH ROADWAY TIP PROJECT B-5658 = 0.064 mi. Nc i_i�e�se No..��r�-o'ios ` -, :, ozbe9� ;; � o "��,
LENGTH OF STRUCTURES TIP PROJECT B-5658 =0.018 mi. Zorz sraNnann sPsc,Frcar�ovs `-,,;�� ��...���,.; �� �'�o
PLANS , „ /
P.E. u�� �d
.y �.�
2o to 0 2o ao T= 6%* LENGTH OF STATE PROJECT B-5658 =0.082 mi. RIGHT OF WAY DATE: TIM R. REID, P.E. s,�NazuaE: � g
V= 45 MPH OCTOBER 18, 2016 rxorEcr EucruEEn ROADWAY DESIGN ;�'cAao�•.., � a
PROFILE (HORIZONTAL) * TTST 3% DUAL 3% ENGINEER ;=°4oFE5sio'9•.."*`-: "'���� o�Q�
FUNC CLASS = LETTING DATE: TRENT E. HUFFMAN, P.E. 5�� .� .
,�„ - `; 015869 ; " �� 4p(���p
4 2 � 4 $ PROJECT DESIGN ENGINEER moffatt & f11Cf10� '+F!✓GINEEA;� `:
MINOR COLLECTOR OCTOBER 18, 2016 '�,T "'��`�o �
, ,� R. RE ��.�`'.
PROFILE (VERTICAL) SUB—REGIONAL TIER PE �
S7GNATURE:

DETAIL A
SPECIAL CUT DITCH
i Ho� ro scaie�
o�mn
No��rol � 3'� �e� Slope
Gro�nd 3�� p F�°
Min. D= 0.5 F�.
FROM $TA.12+10 TO $TA.12+56 LT
� ������
i. �.�.��.
DETAIL B
SPEQAL NT DITCH
�Nor�o s�oia�
oa�n
No�ural � 'S'� �e� Slop�
e.o��a ?� p F�o
Min, D- 1 Fi.
FROM STA.11+35 TO STA.11+88 RT
�
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,/11
moffatt & nichol
o . .
'�
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Q�E �
y
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,... ... / .. . . . ...._- _ -
/�' ... . _ _ _ - _ _ _ .
" —��
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
B
F
4 0' 0' 4 0'
GRAPI-IIC SCQI �
SPECIAL CUT DITCH
SEE DETAIL A
OUTLET PAD
410=0.4 CFS
V10 AT OUTLET OF PAD=1.0 FPS
5=5.0%
r=a�
s:� E c
STAeLE �
- F �
SPECIAL CUT DITCH ' �
SEE DETAIL B � `
/
� .,1 . . . . -,'. . _ _ _ - _ _ . . . w � C / i
. . Z� TIE PROPOSED DITCH '
� - - - I TO EXISTI
— E /, � S
. � PUE �� .�_ . . . �� . � � - . .... : . : .. . .. . .
PUE —
� PUE — PUE — PUE — PUE -�
�
SPECIAL CUT DITCH
FROM STA 12+10 LT
TO STA 12 ��-56 LT
DA = 0.24 AC
C = 0.34
Tc = lo MIN.
I10 = 5.5 IWHR
FRONT 55 = 3:1
BACK 55 = 3:1
DITCH SLOPE = 8.91 %
N-VALUE = 0.035
Q70 = OA CFS
V10 = 2.9 FPS
DEPTH - 0.2 FT
PERM. LINER = GRA55
SPECIAL CUT DITCH SPECIAL CUT DITCH
FROM STA 14+-12 LT FROM STA 17+35 RT
TO STA 14-95 LT TO STA 11+88 RT
DA = 6.97 AC DA = 0.65 AC
C = 0.36 C = 0.40
Tc = 20 MIN. Tc = 10 MIN.
I10 = 4.0 IWHR I10 = 5.5 IWHR
FRONT 55 = 3:1 FRONT 55 = 3d
BACK SS = 3:1 BACK 55 = 3:1
DITCH SLOPE = 0.60 % DITCH SLOPE - 5.66 %
N-VALUE = 0.035 N-VALUE = 0.035
Q10 = 10.0 CFS Q10 = 1.9 CFS
V10 - 2.3 FPS VIO - 3.3 FPS
DEPTH = 1.2 FT DEPTH = 0.4 FT
PERM. LINER = GRASS PERM. LINER = GRA55
SITE 1
BUFFER IMPACTS
m
C7
E�E
c
FOR -L- PROFILE SEE SHEET 6

�
SITE 1
BUFFER IMPACTS
� I
SITE 1
BUFFER IMPACTS
DETAIL A DETAIL C
SPEQAL CUT DITCH SPECIAL NT DITCH
(Horw smi�l IN �ro smi�l
�
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Ga�u oi .� a�` °�e� � �— �°` o�� n
ro nd 3,/ p F�O rva��rol 3. „'F�. 3�/ D 3E� �¢` Siope
Ground
Min. D- 0.5 Ft. Min. D- 1.5 R_
b = 2 Ft.
FROM STA.12+70 TO STA.12'-56 LT FROM STA.14+12 TO STA.14+95 LT
PAIJLC- -E ": �._RIF-': -T AL
�
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1 / 1 1
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SITE 1 f�l�l\✓�/�/�\/� ���v���u��. i�v�i ��.�.� �vi�� i
i
BUFFER IMPACTS /
�\\\\\\ ALLOWABLE IMPACTS ZONE 2

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PROIECT REFERENCE NO. SHEET NO.
� B-5658 PRM-4
� ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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- - S T. WOOTEN
SR 1310 EDWARDS ROAD -
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' :a:ECCC�CCCE:CC�CCCECCC�CCCECCI�:CCECCCTa:ECCC�CCCE:CC�CCCEEIC�CCCEC1C:a�C:C»>�:6�C»>��C:C� CC:aseeeeem 1 CCQZC�C C� CC
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. CC � CC .CC� CC C.� CC CCC�:CC CCC� . CCC�ECC »>
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: : �.�::::::�::::: �::: �.:::::::�: ::���::::�::::: �:::::.::.:::�:::: :�::::::.:::::
nY�Y�YYYNNYAN��n������nn��������n��OA����������0������
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i �I
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- . --- . _ _ --- - -
_- - - - - -
II--. - . : - ..:- - - - - - - BUFFER DRAWING
- SHEET 4 OF 5 2�$
__ __ 214
I
210 _____ _ _ _ - 21�
� �
BEGIN GRADE Pl = 12+48.00 Pl = 14+65.00 -
-L- STA 11+35.00 EL = 191.62' EL = 187.05'
= C = l30' VC = l40' -
L 198. 7' V
E EV 5
K=32 K=42 -
206 DS = 28 mph DS = 32 mph _ 206
I
�� � � � � � � � -
- ----- —_ _ _
202 ��� -- � _ _ _ __ 202
� - _ -- -
� - � � � � � � �- � � � � � � �
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198 � ,, , _ � � -�- sra i5+�o.00 198
— l6�Spp� , Q ELEV = 188.39'
LL
, � -: -.-. -.
- -- -----
�
LL
�' 194 0 � ' Sos� \ � � ---- � � " L _. __
� c � _ , LL � - ' _- _ : 194
: �� _ _ � m, � �
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i �. � � \ � F � _ �. �. . .
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+ �-J2.1069% w y 3 , _--, _.
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z � � � � � � + —
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� 186 `� --�—_� -------- ---- -- 186
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° 182 DITCH LEGEND ' ' �_ � � � `� + "'• ---- ---- � �-�-� � � 182
'� ' ' '� ' ' ' '� -{, � EXIST�NG GROUND �
G � L �U � 2'�" GAP �I- � �, � .
� -'� �= ♦ � EXCAVATION ELEV.183.5' � I� I �
+ � LEFT DITCH ------- I r excavalioN e�ev = ias.9• o � � ��� I i'
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- TO SHOULDER POINT W/ .J - - - -
i j � ��i FILTER FABRIC (2 fT. THICK) � NWS EL = 160.7' (1VIS16J � j -
� � (SLOPE NORMAL TO BENT) _ 1 _ _ _ i_ -
� 174 �'_ ' �/ I - -- - � �-,� 174
,
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RIPARAIN BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ft2) (ftZ)
1 BRIDGE #126 -L- 12+56 TO 13+99 6159 2776 8935
TOTAL: 6159 2776 8935 0.0 0.0 0.0 0.0 0.0
Rev. SEP 2016 Rev. May 2006