19980260 Ver 4_Pages 48 - 71 SAW No. 2017-02112, R-2247EB plan sheets 1-71, IP mod June 26 2019-4_20190813 (2)

Carpenter,Kristi
From:
Braspennickx, Nicholle M CIV USARMY CESAW (US)
<[e-mail]>
Sent:
Tuesday, August 13, 2019 3:15 PM
To:
Dagnino, Carla S; Chapman, Amy; Turchy, Michael A
Cc:
Barrett, William A; Wanucha, Dave; Shumsky, Michael J; Euliss, Amy;
'[e-mail]'; [e-mail]; Pergerson, Teresa F;
[e-mail]; [e-mail];
[e-mail]; Vance, Edward; [e-mail];
'[e-mail]'; AI-Ghandour, Majed N; Carpenter,Kristi; Matthews, Monte K
CIV USARMY CESAW (US); 'Archer, Wright R'; NCDOT Service Account - Roadway
Design; Staley, Mark K; Barclay, Carl A; 'Ayscue, Phillip W'; Harmon, Beth; Coleman,
Clarence (FHWA); Harris, Philip S; Amanetta Somerville
(Some [e-mail]); 'Nance, Jon G'; Capps, Karen B
Subject:
[External] RE: Permit Application for R-2247EB, Forsyth County
Attachments:
Pages 48 - 71 SAW No. 2017-02112, R-2247EB plan sheets 1-71, IP mod June 26
2019-4.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<maiIto: [e-mail]>
We'll see if these 3 submittals work for the plan sheets.. If not - I give up.
Sincerely,
Nicholle B.
-----Original Message -----
From: Dagnino, Carla S [mailto:[e-mail]]
Sent: Wednesday, June 26, 2019 4:40 PM
To: Braspennickx, Nicholle M CIV USARMY CESAW (US)<Nicholle. [e-mail]>; Chapman, Amy
<[e-mail]>
Cc: Barrett, William A <[e-mail]>; Wanucha, Dave <[e-mail]>; Shumsky, Michael J
<[e-mail]>; Euliss, Amy <[e-mail]>; '[e-mail]'
<[e-mail]>; Joshua. [e-mail]; Pergerson, Teresa F <[e-mail]>;
Mark. [e-mail]; [e-mail]; [e-mail]; Vance,
Edward <[e-mail]>; [e-mail]; '[e-mail]' <[e-mail]>; AI-
Ghandour, Majed N <[e-mail]>; Carpenter,Kristi <[e-mail]>; Matthews, Monte
K CIV USARMY CESAW (US) <[e-mail]>; 'Archer, Wright R' <IMCEAEX-
_o=ExchangeLabs_ou=Exchange+20Adm i nistrative+2OGroup+20+28FYDl BOH F23SPDLT+29_cn=Reci pients_cn=a37c2220
[e-mail]. outlook.com>; NCDOT Service Account - Roadway Design
<[e-mail]>; Staley, Mark K <[e-mail]>; Barclay, Carl A <[e-mail]>; 'Ayscue,
Phillip W' <IMCEAEX-
_o=ExchangeLabs_ou=Exchange+20Adm i nistrative+2OGroup+20+28FYDl BOH F23SPDLT+29_cn=Reci pients_cn=d174ab03
[e-mail]>; Harmon, Beth <[e-mail]>;
Coleman, Clarence (FHWA) <[e-mail]>; Harris, Philip S <[e-mail]>; Amanetta Somerville
([e-mail]) <[e-mail]>; 'Nance, Jon G' <[e-mail]>; Capps, Karen B
<[e-mail]>

Subject: [Non-DoD Source] Permit Application for R-2247EB, Forsyth County
The permit application for the R-2247EB section of the Winston-Salem Northern Beltway has been posted to the NCDOT
website. This is a modification of the phased permit for the W-S Northern Beltway project.
The electronic copy can be viewed / downloaded at
Blockedhttps://xfer.services.ncdot.gov/pdea/PermApps/ <Blockedhttps://xfer.services.ncdot.gov/pdea/PermApps/>
Named: R-2247EB Modification Forsyth June 26 2019
This email serves as NCDOT's permit application submittal to the NC Division of Water Resources.
A hard copy will be provided to the US Army Corp of Engineers.
Thank you!
Carla Dagnino
Environmental Coordination and Permitting Group Leader
Environmental Analysis Unit
NC Department of Transportation
919 707 6110 office
[e-mail] <mailto:[e-mail]>
1598 Mail Service Center
Raleigh, NC 27699 -1598

1020 Birch Ridge Drive
Raleigh, NC 27610
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third
parties.

DETAIL 6
STANDARD BASE DITCH
I Not ro s�ele)
Noturol Noturol
Groun D Groun
d
Geo»aile g Min. D=2.0 FI.
Max. d=2.0 Ft.
'When B iz < 6.0' 13=4.0 Ft.
Type of Liner= Clau 'I' Ri Rap
FROM -RPD- STA. 19+55 TO STA. 22+85 LT
DETAIL 15
STANDARD BASE DITCH
(Net to s<ele)
Natorol Notorol
d
Geotedile B Min. D=1.5 Ft.
Maz. d=1.5 Ft.
'When B is < 6.0' B=2.0 Ft.
IT . of Liner= Class 'I' Ri Ro
FROM -RPD- STA. 23+31 TO 24+00 RT
DETAIL 11
CHANNEL CHANGE
( Not to Stale)
COIR FIBER
MATTING
b
Npt�ral
$lope Gro=nd
„I
w_
FiII
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ti, ,,•�
f
GEOTEXTILE B B
Exizf. Channel
Min. D=8.0 It.
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CIASS 'll' RIP RAP
B=9.0 Ft.
Type of Liner= CLASS 'I' RIP RAP
(KEYED INTO SLOPE)
b=27.0 Ft. Min.
DETAIL 16
RIP RAP AT EMBANKMENT
(Not to Scole)
10,min.
Dif<h
Gnde
GEOUNTILE
Type of Liner- CL'I' Rip -Rap
:ROM -RPD- STA. 20+12 TO STA. 20+24 R1
DETAIL 67
INLET CHANNEL PROTECTION
W/EMBEIDDeED a RIP RAP
PROPOSED
4 EXCAVATION
EXISTING
GROUND
CLASS 'I' RIP RAP W/
GEOTEXTILE 1.5:1 OR RATT
THICKNESS = 1.5' SIDE SLOPES.
(TYPICAL) PROPOSED INV.
EL=829.1'
ANNEL CHANGE
CLASS 'I' RIP RAP
\ \ EST 7140 T
\ \ ST 1890 SY GEOTE ILE
\ \ SE IL 11
\ `
TS
C
TO STA.23+50 RT
RAP AT EMBANKMENT
CLASS 'I' RIP RAP
EST 47 TONS
EST 66 SY GEOTEXILE
SEE DETAIL 16
HANNEL CHANGE
\ CLASS 'II' RIP RAP
`\ \ EST 100 TONS
\ \ EST 100 SY GEOTEXTILE
\ \ SEE DETAIL 11
� ` \
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NOT BURIED
SITE 15B - XX
PROJECT REFERENCE NO.
SHEET NO.
R-2247EB
11E
ROADWAY DESIGN
HYDRAULICS
ENGINEER
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CLASS 'I' RIP RAP
EST 55 TONS
EST 99 SY GEOTEXTILE
SEE DETAIL 15
SITE 15B - XX / /,-/� SITE 15B - XX /
INLET CHANNEL PROTI
W/EMBEDDED RIP RAP
CLASS 'I' RIP RAP
EST 51 TONS
EST 85 SY GEOTEXILE
SEE DETAIL 67
/ 4' LATERAL BASE DITCH
/ CLASS 'I' RIP RAP
EST 259 TONS
S / EST 473 SY GEOTEXTILE
SEE DETAIL 6
DENOTES TEMPORARY
/ IMPACTS IN SURFACE WATER
/
DENOTES IMPACTS IN
SURFACE WATER

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DETAIL 54: PREFORMED SCOUR HOLE
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INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
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3�
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DEC
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PROJECT REFERENCE NO, SHEET NO.
�1—/ STV 100 R-2247EB 11G
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/ i ENGINEER ENGINEER
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DO NOT USE MI CONSTRUCTION
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/ DOCUMENT NOT CONSIDERED FINAL
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PERMIT DRAWING
SHEET 50 OF 71
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
/ DENOTES IMPACTS IN
SURFACE WATER
BANK STABILIZATION AT INLET
CLASS 'I' RIP RAP
EST 67 TONS
EST 114 SY GEOTEXILE
SEE DETAIL 68
\ q \ EXIS TI\C RI W
\ PREFORMED SCOUR HOLE
SITE 15A - XX \ SEE DETAIL 54
_15' W/ELBOWS
rr _ 2GI
S 2GI
DETAIL 68
BANK STABILIZATION AT INLET
( Not to Scale) /
PROPOSED
EXCAVATION
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GEOTEXTI LE
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TYPICAL —�
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GROUND
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PROPOSED INV. FLATTER
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LT
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IMPACTS IN I
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DETAIL 69
INLET CHANNEL PROTECTION
W/EMBEDDED RIP RAP
I Nor to Swle)
*PROPOSED
POSED
AVATION
1.5:1 OR FLATTER
SIDE SLOPES_
CLASS 'I' RIPRAPEXISTING
W/GEOTEXTILEGROUND
THICKNESS = 1.5(TYPICAL) JIW
C
SEE TO SITE DRAWING ADDITIONAL
SHEEOT 40 PERMIT SEE PERMIT D T cNE
BANK STABILIZATION R4� I�
264 TONS CL 'I' RIP RAP I v
372 SY GEOTEXTILE
SEE DETAIL 36 f
\
\ \ SITE 10G — W
\
\
1577 \ INLET CHANNEL PROTECTION
^Ce
R I- 11j \ W/EMBEDDED RIP RAP
38 TONS CL 'I' RIP RAP
\ 54 SY GEOTEXTILE
\ SEE DETAIL 69
\ C
2GI
FS
DETAIL 70
OUTLET CHANNEL PROTECTION
W/EMBEDDED RIP RAP
(Nor ro Scale)
PROPOSED*PROPOSED
ROPOSED
EXCAVATIONXCAVATI�
SIDE SL FLATTEREXISTING
SIDE SLOPESGROUND
CLASS'I' RIPRAP
W/GEOTEXTILE \IN\=842.0'
THICKNESS = 1.5'
\ 2GI
\ FS
DENOTES MECHANIZED \ ELBOWS
�F CLEARING C \ O BURIED
DENOTES TEMPORARY E \
IMPACTS IN SURFACE WATER F
DENOTES IMPACTS IN
SURFACE WATER /
DENOTES FILL IN * ��
WETLAND �+
DENOTES EXCAVATION
IN WETLAND S-1�
TS
SITE 12B — W34
TD AIL 7 DETAIL 36
/
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FINow
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ed
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Type of Liner= CI— T Rip -Rap b=5.0 Ft. Pe of liner= c 'r aip-aep - [eyed -In
FROM -EBBYP- STA. 28+45 TO STA. 29+75 LT -RPB- STA. 19+30 RT
-RPB- STA. 21+01 TO 21+34 LT
-RPDB- STA. 21+20 RT TO -EBBYP- STA. 28+42 LT
-LPB- STA. 10+70 RT
DETAIL 33
SPECIAL LATERAL BASE DITCH
(Not to Swle)
--1 Fill
G,—d
D F\ ec Slap.
Geode pile B
Min. Pt.
Max. d=1.0 Ft.
Type of Liner= Cl—'I' Rip -Rap B-4 H.
:ROM -EBBYP- STA. 29+75 TO STA. 30+25 L1
I SITE 12A
PbE
CHANNEL CHANGE
CLASS 'I' RIP RAP
EST 775 TONS
EST 1095 SY GEOTEXTILE
SEE DETAIL 34
STV 00
PROJECT REFERENCE NO,
SHEET NO,
R-2247EB
13C
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
BLS -THE
-- STV Engineers, Inc.
900 west Trade St., Suite 715
Charlotte, NC 28202
NC L e Be N m er F-ossl
PA
W NOT USE MI
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to
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DOCUMENT NOT CONSIDERED FINAL
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SHEET 54 OF 71
HIDEKO TSURUTA
RPC,
E
4' LATERAL BASE DITCH
CLASS 'I' RIP RAP
EST 55 TONS
EST 104 SY GEOTEXTILE
SEE DETAIL 7
^
2GI
F
SITE 10H — W
OUTLET CHANNEL PROTECTION
W/EMBEDDED RIP RAP
35 TONS CL 'I' RIP RAP
50 SY GEOTEXTILE
SEE DETAIL 70
4'SPEC
IAL LATERAL
BASE DITCH
CLASS 'I' RIP RAP
EST 33 TONS
EST 46 SY GEOTEXTILE
SEE DETAIL 33
2GI
20 10 0 20 40
PLANS

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F
DENOTES FILL IN
C
\
F
WETLAND
\
DENOTES EXCAVATION
\\
IN WETLAND
E
6' STANDARD BASE DITCH
CLASS 'I' RIP RAP
EST.216 TONS
EST. 305 SY GEOTEXTILE, /
SEE DETAIL 30 /
/
m
3 �
O �
W
E
0
o �
w
° 10 5 0 10 20
PLANS
o�
r
2' SPECIAL LATERAL BASE DITCH �� \
6EE DETAIL 18
SS�� �PQG
2 ��F tigo
80
9S
GQ 10
I
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�TV 00
PROJECT REFERENCE NO,
SHEET NO.
R-2247EB
14C
BLS -THE
ROADWAY DESIGN
HYDRAULICS
STV Engineers, Inc.
ENGINEER
ENGINEER
900 west Trade St., Suite 715
Cnmtotte, NC 28202
NC u�e— N—be, E—ossi
FPRELIMINA RY
DO NOT USE RO
PLANS
CONSTRUCTION
\ \
\DOCUMENT NOT C ONSIDERED FINAL
OTCB UNLESS ALL SIGNATURES COMPLETED
B PERMIT DRAWING
SHEET 60 OF 71
\ 0 i
i
72 W
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OS
— 36" RCP -IV \
SITE 17A — W29
\
\
\
\
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' � I

� SITE UB - ZZ
U
PROJECT REFERENCE NO.
SHEET NO.
STV 100
R-2247EB
14E
I
BLUTHE
ROADWAY DESIGN
HYDRAULICS
J
STV Engineers, Inc.
ENGINEER
ENGINEER
900 west Trade St., Suite 715
Charlotte, NC 28202
NC License Number F-0991
PRELIMINARY
PLANS
W NOT USE MI
CONSTRUCTION
SITE 15E - XX
�s
BANK STABILIZATION
CLASS 'I' RIP RAP
JS EST.15 TONS
EST.20 SY GEOTEXTILE
SEE DETAIL 16
S
DETAIL 28
STANDARD 'v DITCH
( Not to Scale)
Natural Natural
Ground ?.� 1 Ground
Geotextile
Min. D=1.0 Ft.
0 Type of Liner= Class'I' Rip -Rap Max. d=1.0 Ft.
SS,
FROM —Y68— STA.106 + 87 TO STA.107 + 50
. VqO DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
9s P
SHEET 62 OF 71ERMIT DRAWING
DENOTES TEMPORARY
W��A IMPACTS IN SURFACE WATER
SHUGART ENTERPRISES9INC.
SITE 15F - XX
ip TS
GRASSY CREEK
0
4'`S ANbMt� (\ - ,�
ASE DITCH
\�7/,GEOTEX
S 'I' RIP RAP\ \
12 TONS \ \\
SY LEETAI 28 \
DETAIL 16
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch 1.0'mi
Grade 1.5
GEOTEXTILE
Type of Liner= CL 'I' Rip -Rap
FROM —Y68— STA. 104 + 52 TO STA. 104 + 85 LT
FROM —RPD— STA. 32+43 TO STA. 32+47 RT
BANK STABILIZATION
CLASS 'I' RIP RAP
EST. 56 TONS
EST. 78 SY GEOTEXTILE
SEE DETAIL 16
�, EXISTING R/W
A /

................................. ....................................
\
\ \ O
°
\\ � 2G1
TING R/W
O \
\ E 15 G - XX
\ \
DETAIL 71 \ \
OUTLET CHANNEL PROTECTION
W/EMBEDDED RIP RAP
PROPOSED ( Not to Scale) EXISTING `� \
EXCAVATION CL GROUND N` `\\
I \ O \
C \ ° \ O
CLASS 'I' RIPRAP S \ �`\ \\
W/GEOTEXTILE (TYP)
' /
THICKNESS = 1.5
PROPOSED
EXCAVATION 1.5:1 OR FLATTER ° \ \`
SIDE SLOPES _
m �
N PROPOSED INV.
EL=814.6'
DETAIL 34
CHANNEL CHANGE
( Not to Scale)
b Natural O
N Proposed Ground '
Natural �-- _ _Fig lope
Ground 2•I D 1"/Ft. -j — —
d
GEOTEXTILE B Min. D=4.0 Ft. Exist. Channel 0°
Max. d = 4.0 Ft.
`ss
E
13=10.0 Ft.
W
Type of Liner=Class 'I' Rip -Rap b=5.0 Ft.
OUTL NNEL PROTE T
FROM -Y68- STA. 107 + 64 TO STA. 108 + 05 RT
E D D E D RI
P
W
'I' RI
P
f
S
10 5 0 10 20\
J�
EST 220 SY GEO -
;=
o�
PLANS
SEE DETAIL
STV 00
PROJECT REFERENCE NO,
SHEET NO.
R-2247EB
14F
BL.�- THE
- STV Engineers, Inc.
900 west Trade St., Suite 715
Chmlotte, NC 28202
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
NC License Number F-0991
\
/
PRELIMINA RY
DO NOT USE MI
PLANS
CONSTRUCTION
- - 1
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 63 OF 71
DENOTES TEMPORARY /
IMPACTS IN SURFACE WATER
'L'90
DENOTES IMPACTS IN /
SURFACE WATER
° I
EXTEND EXISTING
> DOUBLE 9' X 9' RCBC 220 F.,
WITH HEADWALL & WINGW S
NOT BURIED
cp WOODS
S s�
Ts

w
DETAIL 2
LATERAL BASE DITCH
( Not to Scale)
Natural
1,
Ground
Fill
?'I 1'%Ft.
d
D 1'� Slope
GEOTEXTILE
B
Min. D=1.0 Ft.
Max. d =1.0 Ft.
*When B is <
6.0' B = 2.0 Ft.
Type of Liner=
Class '1' Rip -Rap b=5.0 Ft.
FROM -Y68- STA. 118 + 00 TO STA. 118 + 60 LT
FROM -Y68- STA. 119 + 00 TO STA. 119 + 50 LT
DETAIL 19
SPECIAL LATERAL BASE DITCH
( Not to Scale)
Natural 1 of Fill
Ground ?•y Slope
d D Fla
Geotextile B
Min. D=1.0 Ft.
Max. d =1.0 Ft.
B = 2.0 Ft.
Type of Liner= Class 'I' Rip -Rap
FROM -Y68- STA. 117 + 00 TO STA. 118 + 00 LT
DETAIL 26
LATERAL BASE DITCH
( Not to Scale)
Natu
al r
Ground
I Fill
?') D �1 1' Ft. Slope
d
GEOTEXTILE
B
Min. D=1.0 Ft.
Max. d =1.0 Ft.
*When B is <
6.0' 13=6.0 Ft.
Type of Liner=
Class 'l' Rip -Rap b=5.0 Ft.
FROM -Y68- STA. 118 + 89 TO STA. 119 + 00 LT
BL_UTHE
STV00
STV Engineers, Inc.
900 west Trade St., Suite 715
Charlotte, NC 28202
NC u�e.se Number F-oast
PROJECT REFERENCE NO.
SHEET NO.
R-2247EB
14G
ROADWAY DESIGN
ENGINEER
PRELIMIN
OD NOT USE FOI
HYDRAULICS
ENGINEER
Y PLANS
CONSTRUCTION
ti9
O
80
9s.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 64 OF 71
DETAIL 36
®DENOTES TEMPORARY / BANK STABILIZATION
IMPACTS IN SURFACE WATER Not to Scale) Natural Bed
Elevation
DENOTES IMPACTS IN / 77!�k
Natural \
SURFACE WATER Ground
/ TS
\� eotexteChan Bed �� _ 6' LATERAL BASE DITCH
(Variable) BANK STABILIZATION CLASS I RIP RAP
(Va ab e)
Type of Liner= CL 'I' CLASS
- Keyed -In CLASS 'I' RIP RAP 95 TONS
EST 25 TONS 132 SY GEOTEXTILE
-Y68- STA. 118+65 LT EST 36 SY GEOTEXTILE SEE DETAIL 26
SEE DETAIL 36
rc \
T
c� ISITE 18 - NNNN
2' 1 ATERA A HW \
L B SE DITCH
'I'
2' SPECIAL LATERAL BASE DITCH
N
CLASS RIP RAP
CLASS 'I' RIP RAP
�
EST 55 TONS
EST 60 TONS
m
^ W
EST 75 SY GEOTEXTILE
SEE DETAIL 2
EST 85 SY GEOTEXTILE
/
3
SEE DETAIL 19
o
m
/
WLU
W
10 5 0 10 20
PLANS
2G1
— — — -
-7
—RPn-
/ T�_L --� — --Z—zcT A
Ic
— �" RCP -III
__.

®DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
DETAIL 3
LATERAL BASE DITCH
Not
a\ ( Scale)
Natural �— Fill
Ground D lht. Slave
\ d
GEOTEXTIIE B Min. D=1.5 Ft.
\ Max. d=1.5 H.
'W1.ee B is < 6.0' B=2.0 Ft.
Type of Liner= Class'I' RIP RAP 6=5.0 Ft.
\ FROM —L— STA. 75+00 TO STA. 76+30 LT
f FROM -RPD- STA. 19+55 TO STA. 22+85 LT
i FROM -RPA- STA. 24+10 TO STA. 32+00 LT
FROM -RPD- STA. 13+00 TO STA. 16+00 LT
Z2 FROM -SB52- STA. 72+DO TO STA. 73+50 LT
FROM -SB52- STA. 76+75 TO STA. 78+39 RT
\ FROM -RPDB- STA. 21+19 TO STA. 22+00 RT
DETAIL 72
BANK STABILIZATION AT INLET
IN— Scole)
CLASS 'I' RIP RAP W/ rL EXISTING
GEOTEXTILE GROUND
THICKNESS = 1.5'
(TYPICAL) 1.5:1 OR FLATTER
I SIDE SLOPES
PROPOSED
EXCAVATION
PROPOSED PROPOSED INV.
R EXCAVATION EL=847.9'
[SITE 14A - WW
STV moo
BL9THE
STV Engineers, Inc.
900 west Trade St., Suite 715
C',fttte. NC 28202
NC License Number F-0991
SEE PERMIT
DRAWING
SHEET 67
WINSTON-SALEM BUSINESS, W
2' LATERAL BASE DIT
oZnv
SEE DETAIL 37
\c9 U
o -t
2' LATERAL BASE DITCH
'. �xa� CLASS 'I' RIP RAP
BANK STABILI N AT INLE
CLASS IP RAP
x,�
my f EST 497 TONS
[+'. V EST 705 SY GEOTEXTILE
B f
EST 46 SYTGEOTEXIL
! y�le'S SEE DETAIL 3
0
SEE DETAIL 7
C
P
F,. 0
OTCB
WOODS
i
V�k
/ 2GIFS
FS `
� �.00
MATCHLINE SEE SHEET 10
OTCB \
k
J y 2GI
(3 —RrV' 2GI —
_ F SPECIAL LATERAL 'V' DITCH
J^ F SEE DETAIL 31
I CHORD
O W
.�
O CLASS 'I' RIP RAP CLASS 'I' RIP RAP . EST 2 TONS EST 2 TONS
EST 6 SY GEOTEXTILE EST 6 SY GEOTEXTILE
E�
—2'SPECIAL LATERAL BASE DITCH
SEE DETAIL 18
`
C
F �_ O
\ FU+
\ CLASS 'I' RIP CL N
\ ES 2 N
SY GEOTE LE
PROJECT REFERENCE NO. SHEET NO.
D 77A7LD 19
ENGINEER I ENGINEER
PRELIMIN Y PLANS
DO NOT USE FOA CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 65 OF 71

PROJECT REFERENCE NO. SHEET NO.
DETAIL 3 STV 100 R-2247EB 15A
DETAIL 72 \ \ 9 9e
LATERAL BASE DITCH BANK STABILIZATION AT INLET 6 ? Inc. ROADWAY DESIGN HYDRAULICS
I N°I to x LI ENGINEER ENGINEER
DENOTES TEMPORARY �)I"°"°S°°'') \ sTVEngineers, InD.
IMPACTS IN SURFACE WATER �. \ \ \ 9°°Wes'T,°de St., Solle 715
"\\"O'U1°I rill CLASS 'I' RIP RAP W/ p NC D 1�1' Slope r EXISTING \ \ \ NC Lcensel N—b., F-0991
\ d THICKNESS GROUND < \ PRELIMINARY PLANS
THICKNESS = 1.5' OD NOT USE PO CONSTRUCTION
GEOTEXTIIE B (TYPICAL) SIDE 1.5:1 OR FLATTER \�9,, ^ T
Min. D=1.5 Ft LATTER I SLOPES
Max. d=1.5 H. \ \ \
vme° a �s < e.o• B=2.0 H. PROPOSED
DENOTES IMPACTS IN Type of Liner= Cl.. TRIP RAP 6=5.0 Ft. EXCAVATION
PROPOSED PROPOSED INV. \
SURFACE WATER FROM -L-STA. 75+00 TO STA. 76+30 LT Q EXCAVATION EL=847.9' \ \
j FROM -RPD- STA.19+55 TO STA. 22+85 LT �+ 6
y FROM -RPA- STA. 24+10 TO STA. 32+00 LT \ B R^ �L e92� 9
FROM -RPD- $TA. 13+00 TO $TA. 16+00 LT �-rC'%/ fvi�
5 FROM -SB52- STA. 72+00 TO STA. 73+50 LT N \ �> �� V Q
FROM -SB52- STA. 76+75 TO STA.78+39 RT g DOCUMENT NOT CONSIDERED FINAL
V A
1 FROM -RPDB- STA. 21+19 TO STA. 22+00 UNLESS ALL SIGNATURES COMPLETED
RT
��`\ SITE 14A — WW 8 e\� ��
\%� % �e9 PERMIT DRAWING
SHEET 66 OF 71
; q
4
DITC 7 4 LA�
INLET �� + LATERAL E DII'EH'
S TRIP
®\\ IP RAP O 'J' EST 97 TON
S S \ T 5 SY G T27 EX�E �\
O \\\ 46 SYTGEOTEXIL�a11'' SEE D TAIL 3
-> �\Ir�EI I 11
2G �
\\ \ \ Dnr F
E%ISTMG R/W
LF
MATCHLINE SEE SHEET 10
\ 6g� 44j\
•^ 2 .Sq
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\ 7` 2GI-5 /� \/ L SEE DEIL 18
y�
C
89
\ 8i-.4 8 — 6\ \ OTCB > �868 \ \ \ \ \ \� _\� \ \ 898 8—
.441
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� �864
84
" O - 860 2GI B \ \ g $
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CL
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J 846 \SEE AIL 3 \ _ \
V)
O 1 T 2 'I TONS
RAP \ CLASS 'I�fFR RAP \ \\ \ S \\ \ \ \ ��\ �AVVV2 \ � ✓ / /
=5T 6 SYO GE00�848 EST 68'EO\TEXTI\LE
_ 0 /

1
I
C
Z_
\\ \
\ \
\
II c\
\\ II T
11 ��
\
BANK ST \ ZA O A T
EST 27 T S \
EST 46 SY EOTEXI
\SEE DETAIL I \
2G1
75„ RCP llh \ \\
E � \
C \
o
W � \
W
10 5 0 10 20
3�
= PLANS
o�
SINGLE 8' X 6' RCBC
NOT BURIED
Fs_I
DETAIL 3
LATERAL BASE DITCH
( Not to Scale)
Natural
\�
Ground
Fill
1'/Ft.
d
Slope
GEOTEXTILE
g
Min. D=1.5 Ft.
Max. d = 1.5 Ft.
*When B is <
6.0' B=2.0 Ft.
Type of Liner=
Class 'I' Rip —Rap b=5.0 Ft.
FROM -RPA- STA. 24+10 TO STA. 32+00 LT
2' LATERAL BASE DITCH
CLASS '1' RIP RAP
EST 497 TONS
EST 705 SY GEOTEXTILE
SEE DETAIL 3
STV 00
PROJECT REFERENCE NO,
SHEET NO.
R-2247EB
15B
B L NTH E
ROADWAY DESIGN
HYDRAULICS
STV Engineers, IttC.
ENGINEER
ENGINEER
soo west tte, St., 202 715
Charlotte, NC 28202
L e se N mbe, F—osst
PRELIMIN RY
W NOT USE M
PLANS
CONSTRUCTION
2
DOCUMENT NOT CONSIDERED FINAL
CIP,
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 67 OF 71
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES IMPACTS IN
SURFACE WATER
SITE 14A - VWV
` \ DETAIL 72
BANK STABILIZATION AT INLET
( Not to Scale)
\ \ CLASS 'I' RIPRAP W/ CK EXISTING
GEOTEXTILE �� GROUND
\ THICKNESS = 1.5'
(TYPICAL) 1.5:1 OR FLATTER
\ \ 1 SIDE SLOPES
V A I PROPOSED
EXCAVATION
PROPOSED PROPOSED INV.
\ EXCAVATION EL=847.9'

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
Fill In
Fill In
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
-L- 63+69 to 64+24 LT
2 @ 7' x 7' RCBC EXTENSION
< 0.01
< 0.01
23
17
1
-L- 63+69 to 64+24 LT
BANK STABILIZATION ONLY
0.01
43
2
-L- 64+21 to 65+97 LT
ROADWAY FILL
< 0.01
85
3
-L- 76+12 to 76+55 LT
ROADWAY FILL
< 0.01
50
4A
-L- 76+36 to 76+31 LT
8' x 7' RCBC EXTENSION
< 0.01
< 0.01
30
16
4A
-L- 76+36 to 76+31 LT
BANK STABILIZATION ONLY
< 0.01
39
OUTLET CHANNEL
4B
-L- 77+51 to 77+72 RT
PROTECTION
0.01
< 0.01
40
7
5
-L- 96+77 to 96+96 RT
30" ALTERNATE PIPE
< 0.01
12
OUTLET CHANNEL
5
-L- 96+77 to 96+96 RT
PROTECTION
< 0.01
29
6A
-L- 108+27 to 108+77 RT
48" RCP-III/ROADWAY FILL
< 0.01
< 0.01
15
25
OUTLET CHANNEL
6A
-L- 108+27 to 108+77 RT
PROTECTION
< 0.01
16
CHANGE FROM TEMPORARY
IMPACTS IN EC TO
6A
-L- 108+27 to 108+77 RT
PERMANENT IMPACTS IN EB
< 0.01
10
6B***
-SB52- 22+78 RT
ROADWAY FILL
< 0.01
CHANGE FROM EXCAVATION
IN WETLANDS IN EC TO FILL
6B**
-SB52- 22+78 RT
IN WETLANDS IN EB
< 0.01
CHANGE FROM
MECHANIZED CLEARING IN
EC TO FILL IN WETLANDS IN
6B**
-SB52- 22+78 RT
EB
< 0.01
TOTALS*:
1 0.01
0
0
0
0
1 0.06
0.01
392
65
0
*Rounded totals are sum of actual impacts
NOTES:
**Mechanized Clearing and Excavation impacts previously mitigated through Project R-2247EC
*** Wetland W49 is a total take
2018 Feb

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
Fill In
Fill In
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)
OUTLET CHANNEL
7
-L- 110+89 to 111+03 RT
PROTECTION/RIP RAP FILL
< 0.01
< 0.01
27
25
CHANGEFROM
TEMPORARY IMPACTS IN EC
TO PERMANENT IMPACTS IN
7
-L- 110+89 to 111+03 RT
EB
< 0.01
11
8A
-Y62LPA- 12+87 RT
ROADWAY FILL
< 0.01
0.02
CHANGE FROM
MECHANIZED CLEARING IN
EC TO FILL IN WETLAND IN
8A**
-Y62LPA- 12+87 RT
EB
0.02
CHANGEFROM
TEMPORARY IMPACTS IN EC
TO PERMANENT IMPACTS IN
8B
-Y62LPA- 12+87 RT
EB
< 0.01
33
8C***
-Y62RPB- 16+75 RT
ROADWAY FILL
0.06
CHANGE FROM
MECHANIZED CLEARING IN
EC TO FILL IN WETLAND IN
8C**
-Y62RPB- 16+75 RT
EB
0.01
9A
-SB52- 56+93 to 61+16 RT
ROADWAY FILL
0.03
504
CHANGEFROM
TEMPORARY IMPACTS IN EC
TO PERMANENT IMPACTS IN
9A
-SB52- 56+93 to 61+16 RT
EB
< 0.01
17
9B
-SB52- 58+54 RT
ROADWAY FILL
0.12
9B
-SB52- 58+54 RT
DITCH EXCAVATION
0.06
0.04
10A
-SB52- 59+43 to 59+62 RT
RIP RAP FILL
< 0.01
< 0.01
30
26
10B
-SB52- 63+03 RT
BANK STABILIZATION ONLY
< 0.01
< 0.01
8
23
10C
-SB52- 68+58 to 71+57 RT
4' x 5' RCBC
0.03
< 0.01
281
28
OUTLET CHANNEL
10C
-SB52- 68+58 to 71+57 RT
PROTECTION/RIP RAP FILL
< 0.01
33
10C
-SB52- 68+58 to 71+57 RT
BANK STABILIZATION ONLY
< 0.01
30
10D
-SB52- 71+57 to 72+19 RTI
BANK STABILIZATION ONLY
< 0.01
1
1 47
TOTALS*:
0.23
0.00
0.06
0.05
0.00
0.14
0.02
1413
167
0
*Rounded totals are sum of actual impacts
NOTES:
**Mechanized Clearing impacts previously mitigated through Project R-2247EC
***Wetland W26 is a total take
2018 Feb

WETLAND AND SURACE WATER IMPACTS 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)
10E
-SB52- 72+19 to 75+11 RT
5' x 5' RCBC
0.04
< 0.01
343
25
10E
-SB52- 72+19 to 75+11 RT
OUTLET CHANNEL
PROTECTION/RIP RAP FILL
< 0.01
29
10E
-SB52- 72+19 to 75+11 RT
BANK STABILIZATION ONLY
< 0.01
24
10F
-SB52- 77+21 to 79+59 RT
6' x 5' RCBC
0.03
< 0.01
215
27
10F
-SB52- 77+21 to 79+59 RT
BANK STABILIZATION ONLY
< 0.01
33
10F
-SB52- 77+21 to 79+59 RT
OUTLET CHANNEL
PROTECTION/RIP RAP FILL
< 0.01
47
10G
-SB52- 79+59 to 80+39 RT
BANK STABILIZATION ONLY
0.01
97
10H
-SB52- 80+39 to 83+09 RT
7' x 5' RCBC
0.04
< 0.01
273
27
10H
-SB52- 80+39 to 83+09 RT
RIP RAP FILL
< 0.01
75
11**
-RPC- 11+69 RT
ROADWAY FILL
0.03
< 0.01
11**
-RPC- 11 +69 RT
DITCH EXCAVATION
< 0.01
12A
EBBYP- 26+40 to 28+84 R
ROADWAY FILL/LOSS OF
WATER DUE TO CHANNEL
CHANGE
0.03
< 0.01
282
11
12B
-EBBYP- 26+47 RT
DITCH EXCAVATION
< 0.01
< 0.01
13A
-RPA- 16+18 to 16+89 LT
42" ALT W/ ELBOWS
< 0.01
< 0.01
75
25
13A
-RPA- 16+18 to 16+89 LT
OUTLET CHANNEL
PROTECTION/RIP RAP FILL
< 0.01
36
13B***
-RPA- 16+65 LT
ROADWAY FILL
< 0.01
14A
-RPA- 23+82 to 25+59 LT
8' x 6' RCBC
0.02
< 0.01
154
10
14A
-RPA- 23+82 to 25+59 LT
BANK STABILIZATION ONLY
< 0.01
24
TOTALS*:
0.27
0.00
0.07
0.07
0.00
0.36
0.04
3120
292
0
*Rounded totals are sum of actual impacts
NOTES:
**Wetland W43 is a total take
***Wetland W30 is a total take
Revised 2018 Feb

WETLAND AND SURACE WATER IMPACTS 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)
14B
-NB52- 84+51 to 93+96 LT
8' x 6' RCBC/LOSS OF WATER
DUE TO CHANNEL CHANGE
0.12
926
15A
-L- 189+05 to 189+45 LT
2 @ 9' x 9' RCBC
0.01
< 0.01
83
27
15A
-L- 189+05 to 189+45 LT
BANK STABILIZATION ONLY
< 0.01
37
15B
-L- 181+77 to 188+71 RT
ROADWAY FILL/LOSS OF
WATER DUE TO CHANNEL
CHANGE
0.30
< 0.01
1092
25
15C
EBBYP- 52+13 to 52+60 R
BANK STABILIZATION ONLY
< 0.01
< 0.01
34
22
15D
-RPDB- 42+56 to 43+02 LT
BANK STABILIZATION ONLY
< 0.01
0.01
13
44
15E
-RPD- 32+41 to 32+64 RT
BANK STABILIZATION ONLY
< 0.01
< 0.01
13
19
15F
-RPD- 33+82 to 34+06 RT
BANK STABILIZATION ONLY
< 0.01
< 0.01
19
26
15G
Y68- 106+60 to 108+27 RI
2 @ 9' x 9' RCBC EXTENSION
0.08
< 0.01
334
22
15G
Y68- 106+60 to 108+27 RI
RIP RAP FILL
< 0.01
27
16
-RPD- 19+51 to 19+71 LT
7' x 6' RCBC
< 0.01
< 0.01
39
27
16
1 -RPD- 19+51 to 19+71 LT
INLET CHANNEL
PROTECTION/EMBEDDED
RIP RAP
< 0.01
22
17A**
-RPD- 32+06 RT
ROADWAY FILL
0.02
17A**
-RPD- 32+06 RT
DITCH EXCAVATION
0.05
17B
-RPD- 32+44RT
DITCH EXCAVATION
< 0.01
25
18
-Y68- 118+61 to 118+74 Ll
BANK STABILIZATION ONLY
< 0.01
< 0.01
33
12
TOTALS*:
0.29
0.00
0.12
0.07
0.00
0.91
0.09
5817
516
0
*Rounded totals are sum of actual impacts
NOTES:
**Wetland W29 is a total take
*** Wetland W49 is a total take
2018 Feb