20180465 Ver 1_B-5145 Permit Package_20180402

� �j����� ���, North Carolina Department of Transportation
Stt�rnitivak�e I
. . ._ Highway Stormwater Program �;1'
STORMWATER MANAGEMENT PLAN -_ -
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 42306.1.1 TIP No.: B-5145 County�ies): Person Page 1 of 1
General Project Information
WBS Element: 42306.1.1 TIP Number: B-5145 Project T pe: Brid e Replacement Date: 3/28/2018
NCDOT Contact: Galen Cail Contractor I Desi ner: Frank Flemin , PE - Ecolo ical En ineerin
Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway
Raleigh, NC 27610 Suite 101
Ca , NC 27518
Phone: [phone] Phone: [phone]
Email: cail ncdot. ov Email: fflemin ecolo icalen .com
Cit ITown: Count ies : Person
River Basin s: Roanoke CAMA Count ? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.114 miles Surroundin Land Use: Forest, agricultural, and rural residential
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 1.4 ac. 1.2 ac.
Typical Cross Section Description: 2@ 10' lanes with 4' wide shoulders. 2@ 10' lanes with 1' wide shoulders.
Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 720 Year: 2025 Existin : 360 Year: 2012
General Project Narrative: State project B-5145 involves the replacement of the existing NCDOT Bridge #720050 on SR 1343 over South Hyco Creek. Bridge #720050 consists of 1@40.9', 3@40',
(Description of Minimization of Water 1@40.9' timber floor on I-beams on timber caps and piles. The proposed bridge consists of 3@70' 24" cored slab with 4'-0" caps. The proposed crossing is located in Zone AE
Quality Impacts) of FIRM Map number 3710996700J and was studied by Limited Detail Study methods. One stormwater outfall is proposed which will be placed at a distance to minimize
disturbance to adjacent stream. No deck drains are required for the proposed bridge.
Waterbody Information
Surface Water Body (1): South Hyco Creek NCDWR Stream Index No.: 22-58-(0.5)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply V(WS-V) Class B
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: South Hyco Creek Buffer Rules in Effect:
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)

E
a
�n
m
va=
O'
� C'
03,
�� � .
�
�o�
�,��
,�
See Sheet 1 A For Index of Sheets
See Sheet 9B For Conventional Symbols
�"IC',���IEe �I� ���`�°lN—�II �'�,�ll � ��1T�,li�s�
]I�1I��iI �1_I��.� �� 1-a l_� 1I��� s�� �� �
�ERso� co v��
LOCATION: BRIDGE 1110. 50 OVER SOUTH HYCO CREEK
0111 SR 1343 (JOH1V BREWER RD.)
TYPE OF WORK GRADING, DRAIIVAGE, PAVIIVG, A11tD STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
E TO SR 1102 (RALPH WINSTEAD RD.)
PERMIT DRAWING
SHEET 1 OF 4
`
z
0
�
�`
N
N
O
O
TO SR /3/0 —�
(MqURICE
DANIELS RD.J
OOGUMENT NOT GONSI�EREO FINAL
UNLESS AlL SIGNATURES COMPLETED
GRAPHIC SCALES DESIGM DATA PROJECT LE11tGTH Prepared ;n tne ofJices oJ.• HyDRAULICS ENGINEER
50 25 0 50 100 LENGTH ROADWAY TIP PROIECT B-5145 = 0.112 mi. �� E�!'� � T� "``",� ����
2012 ADT = 360 VPD <.�, �,COLOGICAL �� '�
2015 ADT = 720 VPD LENGTH STRUCTURES TIP PROJECT B-5145 = 0.040 mi. .��9;e�"e�;� ,• �,�-4 ENGINEERIIVG �@�� ����
PLANS — 2018 STANDARD SPF.'CIF7CATIONS .� �
V– 60 MPH TOTAL LENGTH TIP PROJECT B-5145 – 0.152 mi. Y,E,
� �
RIGHT OF WAY DATE: ANDY YOUNG. PE
50 25 0 50 100 CLASS = RURAL rxo�scr eNcrnEsx ROADWAY DESIGN ENGINEER � �
LOCAL JUNE 12, 2017 �� �
PROFILE (HORIZONTAL) SUBREGIONAL TIER RIGHT OF WAY MICHAEL BURNS. PE ��°�� ���@
� O S O � O Z O COMPLETE: PROJECT DESIGN ENG7NEER �� q W����
JANUARY 9.2018
LETTING DATE: LISA GILCHRIST, EI
NCUOT CONTRCT P.E.
PROFILE (VERTICAL) JUNE 13.2018 sicx.arcns:

N
z
O
�
�
�
c
0
s
�
a
—L—
Pl Sta /0+6793 Pl Sta 16t46.48 Pl Sta 18t30J2
0= 0' l9' 07.0' (RT) 0= 4 24' 43A' (RT) �= 2' 37' 27J' (RTl
D= 0' 29' 48A' D= 3' /6' 26.6' D= P 34' 48.9'
L= 64J5' L= 13476' L= 166A6'
T= 32A7' T= 67.4Y T= 83A5'
R= 11S35.75' R= 1.750A0' R= 3,62573'
Rurroff = 80' Runoff = 80'
SB = 4% SB = 4%
�DENOTES IMPACTS IN
SURFACE WATER \
�DENOTES TEMPORARY \
IMPACTS IN SURFACE WATER
0
5 0' 0' I 0 0'
GRAPHIC SCALE
2 5' 0' S 0'
INSET GRAPHIC SCALE
BL-100
O
\
TBM#z �
-BL- 70ALEFT83.00 N
ELEV= 437.69' +
NAIL SET IN 8° PINE TREE �
� v I G EU, TL-3
i - �
TTo � ' "' a S 7:
�a ,3;, , < o Q a
F� ru
/£ GREU,
.F �F �
S 79' 55' 42.4" E �.�--
F` I_
� �cuss s eiP enr� \—
O EST 2 TONS '
EST 7 SY GEOTEXTILE �
� I��� - REMOVE EXISTING �� 11
� 15" RC�
�
—
�
J��e��3 �c� d, I R ;
�
'I - _ _ _. - __
f
— �
PAVEMENT—BRIDGE RELATIONSHIP SKETCH
END BRIDGE
BEGIN BRIDGE —L— Sta.15+56.44
BEGIN SBG —L— Sta.13+43.56 AR. P.S.
+05.00 LT �
I
TYPE III �
0
�,<�� > � � :
BANK STA6ILIZATION
CL455 11 RIP RAP
EST 15 TONS
EST 35 SY GEOTE%TILE
is• csr
W ELBOWS
ji'� ��J�i�j'� � -..
A�tIJ1�J�.�.� J � Jyli1.I�J J y�J��
TB �2G
15" RCP-I�
� —�
BL-101
�
E
—�E
45' WIDE BARGE
LANDING AREA
SITE I
RIP RAP AT EMBANKMENT �
CLASS II RIP RAP
ES7 30 TONS �
EST 15 SY GEOTEXiILE �
SEE �ETAIL 2
��� �.
s -s
�
oP�
_ `�� R i
i-EXCAVATE i0 EL=.910.A' '
� BP,NK STABILiZATIONJ
CLASS II RIP RAP
E5T 140 TONS
EST 165 SY GEOTE%TILE
E SEE DEfAIL 3
EXCAVATE TO EL=414.0'J
TEMP- CAUSE�NAV RIP RAP AT EMBANKMI
SEE DETAIL 4 CLASS II RIP RAP
O EST 35 TONS
2 E5T 15 SY GEOTEXTILE
SEE DETAIL 2
N/F CA?�4 . �_.'.GhiT
UNn �, i I - . _
NOTE: HYCO LAKE
FULL POOL ELEV=409.4'
DETAIL 1
TOE PROTECTION
�, �,��„o s�a��� F\ ,s�
F�iS/ po ar ,Ll �;�5\oQe
e F
d
Geoteaile
d 1 Ft.
Type of Liner= Closs B Rip Rap
fROM STA. 15 i 44 TO STA. 18 i 00 -L-
FROM STA.15+88 TO STA 17+00 -L-
— TYPE—III REU, TL-3
8;/
- DETAIL 3
� � Q � O � � O O BANK STABILIZATION
� � �Hor:o s�oi�i
O O J �� N � O �N 3.o�m��.
\ sa
8:1 "ws
TYPE—III TYPE—III GREU, TL-3 4
� eeorexrne
BEG/N APPROACH SLAB � vAR. P.S. �_�_ "^SS ""�° "°p
—L— Sta.13+32.86 END APPROACH SLAB STA ��-3a To �3-4� _�_
BEGiN SBG —L— Sto.15+67.14
+05.00 RT NOiE+NOT TO SCALE
RIP RAP AT EMBANKMENT
� �o� �o ��e�e,
�o m��_
Di�ch I.0'min. 2.0'
Grode NWS
4
GEOTE%TIIE
iype ol Liner= Closs II Rip Rap
FROM STA. 15-10 TO STA. I5+44 -L- L
FROM STA.15+55 TO STA. 15+88 -L- f
Z
v
�
�'
�
N
N
O
O
PROIECT REFERENCE NO. SHEET NO.
B-5/45 4
'.OADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
'i ��I ';_ , �
�
5 "r €w� �, i ,�� � ,��FcO�NOGIH�vL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�
\ PERMIT DRAWING
SHEET 2 OF 4
SITE 2 �,,
TOE PROTECTION .
SEE DETAIL 1 O -
CLA55 B RIP RAP �
EST 90 TONS �
E5T 270 SY GEOTEXTILE -��� .
�SITE 2 ,.:. _ _
'" � �r�'Bd�O �P� �.
, _ �� -,\�\ \ _rGR — — .
� _
DETAIL 4
TEMPORARY sAU$EWAY
�Nor .o n�e�
,wH e�Ev_an.x�
� ClASS B 21P RaP
NG
_— � � --NG —
�EorExruE cuss n Rir Par
TBM"3
-BL- STA.35+9z.00
9' LEFT
ELEV= 443.35'
NAIL SET IN 10° BIRCH TREE
_ ___�
o a F
g
0
�- __------ �
F S 72' 34' 25.3' E
S 75' U' S24' E �
' �TOE PROTECTION . �-^- \
SEE DETA�L,.1-�, . �
CLASS B RIP RAP �-� �
EST 40 TONS -
EST 120 SY GEOTE%TILE '
O
S I T E I ��NEWAY RADII ARE 5 UNLESS O�HEAWISE IVOrED
FOR -L- PROFILE,SEE SHfEi 5
fOR STRULTURE PUWS.SEE SHEETS 5-ITNRII 5-22

N
O
�
�
�
rn
a
0
0
S
�
c�
—L—
Pl Sta /0+6793 Pl Sta 16t46.48 Pl Sta 18t30J2
0= 0' l9' 07.0' (RT) 0= 4 24' 43A' (RT) �= 2' 37' 27J' (RTl
D= 0' 29' 48A' D= 3' /6' 26.6' D= P 34' 48.9'
L= 64J5' L= 13476' L= 166A6'
T= 32A7' T= 67.4Y T= 83A5'
R= 11S35.75' R= 1.750A0' R= 3,62573'
Rurroff = 80' Runoff = 80'
SB = 4% SB = 4%
�DENOTES IMPACTS IN
SURFACE WATER \
�DENOTES TEMPORARY \
IMPACTS IN SURFACE WATER
0
5 0' 0' I 0 0'
GRAPHIC SCALE
2 5' 0' S 0'
INSET GRAPHIC SCALE
BL-100
O
TBM"2 �
-BL- 70ALEFT83.00 N
ELEV= 437.69' +
NAIL SET IN 8° PINE TREE �i;,
� I
,
�,o �
in N
�a ,3;, , o
F� �
� �
S 79' 55' 42.4" E �
0
�,<�� > � � :
BANK STA6ILIZATION
CL455 11 RIP RAP
EST 15 TONS
EST 35 SY GEOTE%TILE
\
\.
\
is� csr
W Et80'
r'^
�1. a;�; ; �;�,1�a�� ��u �, �
�'.�__.
S 79' 36' 35.4" E �
�
GREU, fL-3 B1-101
O '-C1A55 0 RIP RAP . —
EST 2 TONS
EST 7 SY GEOTEXTILE'
. I.... REMOVE EXISTING �r —� ..1
� 15" RC�
�
—
�
J��e��3 �c� d, I R ;
�
'I - _ _ _. - __
f
— �
PAVEMENT—BRIDGE RELATIONSHIP SKETCH
END BRIDGE
BEGIN BRIDGE —L— Sta.15+56.44
BEGIN SBG —L— Sta.13+43.56 AR. P.S.
+05.00 LT �
I
TYPE—III � TYpE—III REU, TL-3
8;/
� � Q «� O � � O O
O O�l �� N O O O
TYPE—III � TYPE—III GREU, TL-3 8'1
�
BEG/N APPROACH SLAB � vAR. P.S.
—L— Sta.13+32.86 END APPROACH SLAB
BEGiN SBG —L— Sto.15+67.14
+05.00 RT NOiE+NOT TO SCALE
�E
45' WIDE BARGE
LANDING AREA
SITE I
\
\
�
�, �
,\
,\
RIP RAP AT EMBANKMENT
CLASS II RIP RAP
ES7 30 TONS �
EST 15 SY GEOTEXiILE �
SEE �ETAIL 2
\N�
2 J'
oPm
_ `�f R
� i-EXCAVATE TO EL=aIG.h' � 1
Z
v
�
�'
�
N
N
O
O
PROIECT REFERENCE NO. SHEET NO.
B-5/45 4
'.OADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
'i " . ��I ';_ , �
�
5 "r €w� �, i ��:� ,��FcO�NOGIH�NL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
�
\ PERMIT DRAWING
SHEET 3 OF 4
SITE 2 �,,
� TOE PROTECTION .
SEE DETAIL 1 O
CLA55 B RIP RAP �
EST 90 TONS
E5T 270 SY GEOTEXTILE -���
SITE 2 �..; �_-:, _
�� d ���
" r'B �0 P�
\\
r \\ � `
`� (�� + J���� . ��'. ,.�1 /��rGR_�—. .
/
/ . .. . - .. . - -�- � .�
i /
� BPNK STABILiZATIONJ
CLASS II RIP RAP
E5T 140 TONS
EST 165 SV GEOTE%TILE
E SEE DEfAiL 3 �
EXCAVATE TO EL=414.0'J
TEMP- CAUSE�NAV RIP RAP AT EMBANKMI
SEE DETAIL 4 CLASS II RIP RAP
O EST 35 TONS
2 E5T 15 SY GEOTEXTILE
SEE DETAIL 2
N/F CA?�4 . �_.'.GhiT
UNn �, i I - . _
NOTE: HYCO LAKE
FULL POOL ELEV=409.4'
DETAIL 1
TOE PROTECTION
�, �,��„o s�a��� F\ ,s�
F�iS/ po ar ,Ll �;�5\oQe
e F
d
Geoteaile
d 1 Ft.
Type of Liner= Closs B Rip Rap
fROM STA. 15 i 44 TO STA. 18 i 00 -L-
FROM STA.15+88 TO STA 17+00 -L-
DETAIL 3
BANK STABILIZATION
�Hor.o s�oi�i
3.0'min
].0 =
NWS
4
GEOTEXrILE
� �xr= CLASS IIRip Rop
STA 13-53 TO 13-62 -L-
STA IS - 30 TO IS �� 45 -L-
RIP RAP AT EMBANKMENT
� �o� �o ��e�e,
�o m��_
Di�ch I.0'min. 2.0'
Grode NWS
4
GEOTE%TIIE
iype ol Liner= Closs II Rip Rap
FROM STA. 15-10 TO STA. I5+44 -L- L
FROM STA.15+55 TO STA. 15+88 -L- f
DETAIL 4
TEMPORARY sAU$EWAY
�Nor .o n�e�
NJrv ELEv_qlt.]'
� ClASS B 21P RaP
NG
_— � � --NG —
�EorExruE cuss n Rir Par
_ -- i_....,�; _ _ _ �F . .
��_ a o
6
_�O __—._____'
t
F
� S 75 /l' S2.4` E _ �
\ TOF PRr E[7s0?J 1 - \
SEE DET..I 1 ,\3� � .
CLA55 8 RIP P.AP , � `-
EST 40 TOfJS '
EST�120 SY GEOTE%TILE '
O
TBM"3
-BL- STA.35+9z.00
9' LEFT
ELEV= 443.35'
NAIL SET IN 10° BIRCH TREE
S 72' 34' 25.3' E
S I T E I ��NEWAY RADII ARE 5 UNLESS O�HEAWISE IVOrED
FOR -L- PROFILE,SEE SHfEi 5
fOR STRULTURE PUWS.SEE SHEETS 5-ITNRII 5-22

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPA T URFA E WATER IMPA T
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) (ft)
1 11+g6/13+98 -L- 3@ 70' 24" CS W/ 4' CAPS 0.03 0.19
2 15+09/15+71 -L- 3@ 70' 24" CS W/ 4' CAPS < 0.01
TOTALS*: 0.03 0.19 0 0 0
*Rounded totals are sum of actual impacts
NOTES:
Perm. SW Temp. SW
Impacts Impacts
(Sq. Ft.) (Sq. Ft.)
Site 1 1109 8348
Site 2 226 0
TOTAL 1335 8348
2018 Feb