19980260 Ver 6_20-11-05_f_U-2579DEF permit mod drawings_20201210

PENTABLE: NCDOT EC Stream Restoration DRW.tbl
TIME: 12:25:30 PM
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OUTLET CHANNEL PROTECT!
CLASS 'I' RIP RAP
EST 82 TONS
139 SY GEOTEXTILE
SEE DETAIL 20-10
_----868—\
DETAIL 20-12
PROPOSED CHANNEL RESTORATION
( Not to Scale)
DETAIL 20-11
FLOODPLAIN EXCAVATION\
PIPE REMOVAL
LOOKING DOWNSTREAM
@ CULVERT INLET
( Not to Scale)
5'
CLASS 'I'
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2 x 72" CMP
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
®sTV
STV Engineers, Inc.
100 9a0 t Tradet,, S
CharlotteWes, NC 28202S
NC License Number F-0s91 uite715
ROADWAY DESIGN
ENGINEER
EXCAVATE TO
NATURAL
FLOODPLAIN
ELEVATION

PENT ABLE: NCDOT_ EC_ Stream Restoration_ DRW.tbl
PLOT DRIVER: NCDOT_pdf_color_eng_ 100.plt
TIME: 1:24:26 PM
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PLANTING PLAN
( Not to Scale)
Zone 2
50'
Zone
Zone 2
50'
*Provide Zone 2 Plantings in Floodplain
of Mill Creek as Shown
PLANTING SPECIES LIST
ZONE 1 - LIVE STAKES
Black willow (Salix nigra)
Silky dogwood (Cornus amonum)
Silky willow (Salix sericea)
Nine bark (Physocarpus opulifolius)
Elderberry (Sambucus canadensis)
Buttonbush (Cephalanthus occidentalis)
ZONE 2 - BARE ROOT
Wild cherry (Prunus serotina)
Sycamore (Platanus occidentalis)
Willow oak (Quercus phellos)
River birch (Betula nigra)
Persimmon (Diospyros virginiana)
Sugarberry (Celtis laevigata)
*Substitutions due to lack of availability may occur with engineer approval.
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555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
STV Engineers, Inc.
1.00 900 West
Charlotte, NC d28202 Suite 715
NC License Number F-0991
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555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
PROJECT REFERENCE NO.
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Figure 3
ROADWAY DESIGN
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PENT ABLE: NCDOT_ EC_ Stream Restoration_ DRW.tbl
PLOT DRIVER: NCDOT_pdf_color_eng_ 100.plt
TIME: 10:03:17 AM
DATE: 2/20/2020
USER: WYELVERT
FILE: Flatiron_Construction_Corp.\Flatiron-U-2579_D_E_F_WS\6.0_CAD_BIM\6.2_WIP\U-2579DEF\Hydraulics \CADD\Stream Restoration \U2579DEF_STREAM_PSH_20. dgn
REVISIONS
:;ieceived 1115/2020
Existing_
'I'
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NATURAL STREAM
BED ELEVATION
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TYPICAL SECTION
LOOKING DOWNSTREAM
( Not to Scale)
Existing
Ground
10' 10'
COIR FIBER
MATTING
Existing
Ground
Ij -
Stone Embedded to
Channel Bottom
EMBEDDED STONE - TYPE TBD
DETAIL 20-11
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@ CULVERT INLET
( Not to Scale)
5'
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HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
®ST"J, 100 STV Engineers, Inc.
J V�� 900 West Trade SL, Suite 715
pia, Charlotte, NC 28202
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PENT ABLE: NCDOT_ EC_ Stream Restoration_ DRW.tbl
PLOT DRIVER: NCDOT_pdf_color_eng_ 100.plt
TIME: 10:01:13 AM
DATE: 2/20/2020
USER: WYELVERT
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PLANTING PLAN
( Not to Scale)
Zone 2
50'
Zone 1—
Zone 2
50'
ti/
*Provide Zone 2 Plantings in Floodplain
of Mill Creek as Shown
PLANTING SPECIES LIST
ZONE 1 — LIVE STAKES
Black willow (Salix nigra)
Silky dogwood (Cornus amonum)
Silky willow (Salix sericea)
Nine bark (Physocarpus opulifolius)
Elderberry (Sambucus canadensis)
Buttonbush (Cephalanthus occidentalis)
ZONE 2 — BARE ROOT
Wild cherry (Prunus serotina)
Sycamore (Platanus occidentalis)
Willow oak (Quercus phellos)
River birch (Betula nigra)
Persimmon (Diospyros virginiana)
Sugarberry (Celtis laevigata)
*Substitutions due to lack of availability may occur with engineer approval.
'856— —
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LEGEND
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HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
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\ 1 Bg STU/too 900 West Trode St., Suite 715
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\ \ \ \ NC License Number F-0991
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555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
® ST"^ 100 OO W Engineers, Inc.
J V/��UJi 900 West Trade St., Suite 715
pia, Charlotte, NC 28202
NC License Number F-0991
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PENTABLE: NCDOT EC Stream Restoration DRW.tbl
TIME: 12:17:07 PM
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139 SY GEOTEXTILE
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345 SY GEO-TEXTILE
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HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
STV Engineers, Inc.
100 900 Weste, TradeNC28202 St,, Suite 715
NC aid
NC License Number F-0991
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555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
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100 900 West Trade Sert,, suite0991 715
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LATERAL 'RIPRAP
EST 69 TONS
152 SY GEO-TEXTILE
SEE DETAIL 20-9
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CLASS 'I' RIP RAP
EST 25 TONS
42 SY GEOTEXTILE
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
STV Engineers, Inc.
100 900 West Trade St., Suite 715
Charlotte, NC 28202
NC License Number F-0991
47" WW FENCE
BANK STABILIZATION
CLASS 'I' RIP RAP
EST 62 TONS
90 SY GEOTEXTILE
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EST 82 TONS
139 SY GEOTEXTILE
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SITE 18
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STANDARD BASE DITCH
( Notto Scale)
Natural
Group
Min. D=2Ft.
Max. d=1.5R.
B=3Ft.
DETAIL 20-10
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(NM. Scale)
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IVa
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STA.271+50 -1- RT
STA.280+78 -L- RT
DETAIL 20-3
LATERAL 'V' DITCH
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FROM -L- STA. 269+00 TO STA. 276+50 LT
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20
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PROJECT REFERENCE NO. SHEET NO.
PENT ABLE: NCDOT_ permits_CON.t bl
TIME: 1:11:44
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0
n-U-2579_D_E_F_WS\6.O_CAD_BIM\6.2_WIP\U-2579DEF\Hydraulics\ PERMITS_Environmental\Drawings\ U2579DEF_PRM_4C PSH.dgn
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555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
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STV Engineers, Inc.
100 900 West Trade St., Suite 715
Charlotte, NC 28202
NC License Number F-0991
U-2579D, E & F 20
RNV SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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DETAIL 20-2
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( Not to Scale)
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• 20-2
0

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USER: CMYERS DATE: 10/19/2020 TIME: 11:30:43 AM
FILE: Flatiron_Construction_Corp.\Flatiron-U-2579_D_E_F_WS\6.0_ CAD _BIM\6.2_WIP\U-2579DEF\Hydraulics\PERMITS_Environmental\Drawings\112579DEF_PRM_ 4C PSH.dgn
REVISIONS
:;ieceived 1115/2020
BEGI
Natural
Ground
DETAIL 24-1
LATERAL BASE DITCH
(Not to Scale)
Min. D= 2.0Ft.
Max. d 2.0Ft.
B= 2.0Ft.
b= 5.0Ft.
`When B is < 6.0'
Type of Liner- Class 'I' Rip -Rap
FROM -L- STA. 335+73 TO STA. 337+50 LT
DETAIL 24-6
OUTLET CHANNEL PROTECTION
(Not to Scale)
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Cbaai able'r7U)d
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WW ,0768 SY GEOTEXTILE
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0
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555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
®STUB
100 900 West
STV Engineers, Inc.
Trade Charlotte, NC 2820Suite 715
2
NC License Number F-0991
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101 SY GEOTEXTILE
- SEE DETAIL 24-6 /
C F Sao
PROJECT REFERENCE NO
U-2579D, E & F
R'W SHEET NO
ROADWAY DESIGN
ENGINEER
SHEET NO.
24
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Wipt
FLATIRON
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SEDETAILS
SEED TAIL 4-10
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SEE PROFILE FOR DETAILS
SEE DETAIL 24-9
d7
LASS '1' .PRAP — -
EST 116 Te NS
196 SY ' EOTEXTILE
SEED AIL 24-2
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BERM DITCH
4-9 CLASS 'B' RIPRAP
EST 64 TONS
107 SY GEOTEXTILE
SEE DETAIL 24-11
RM DITCH
CLASS 'B' RIPRAP
EST 58 TONS
100 SY GEOTEXTILE
SEE DETAIL 24-12
2' LATERAL BASE DITCH
CLASS 'I' RIPRAP
EST 60 TONS
101 SY GEOTEXTILE
SEE DETAIL 24-1
DDE 206 CY
PERMIT DRAWING
SHEET 72 OF 97

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FILE: Flatiron_Construction_Corp.\Flatiron-U-2579_D_E_F_WS\6.0_ CAD _BIM\6.2_WIP\U-2579DEF\Hydraulics\PERMITS_Environmental\Drawings\112579DEF_PRM_ 4C PSH.dgn
REVISIONS
:;ieceived 1115/2020
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555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
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SHEET 73 OF 97

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USER: CMYERS DATE: 10/19/2020 TIME: 11:27:40 AM
FILE: Flatiron_Construction_Corp.\Flatiron-U-2579_D_E_F_WS\6.0_ CAD _BIM\6.2_WIP\U-2579DEF\Hydraulics\PERMITS_Environmental\Drawings\U2579DEF_PRM_ 4C PSH.dgn
REVISIONS
:;ieceived 1115/2020
N
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FROM -L- STA. 337+50 TO STA. 338+52 RT
FROM -L- STA. 338+53 TO STA. 340+50 RT
8
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CLASS 'I' RIPRAP
EST 180 TONS
305 SY GEOTEXTILE
SEE DETAIL 25-3
'-DRE = 3002 CY
ff
BEGIN
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BANK STABILIZATION AT
JURISDICTIONAL STREAM
(Noffo Scale)
NATURAL BED
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LEGEND:
//iv
DENOTES IMPACTS IN
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l 8227'
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HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
®STUB
100 900 West e
STV Engineers, Inc.
Charlotte, NC Trad28202 Suite 715
NC License Number F-0991
35 13.5 0 35 50
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-L- +71
214.35' RT
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SEE DETAIL 25-2
DDE = 47 Cl(,c
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SEE DETAIL 25-2100,
DDE 9 CY
PROJECT REFERENCE NO.
SHEET NO.
U-2579D, E & F
25
R'W SHEET NO.
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ENGINEER
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UNLESS ALL SIGNATURES COMPLETED
FLATIRON
LATERAL 'V' DITCH
SEE DETAIL 25-2
DE = 92 C
JrA1�tyQ
PERMIT DRAWING
SHEET 74 OF 97

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REVISIONS
:;ieceived 1115/2020
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18" RCP-1
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raft
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BEGIN f
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DETAIL 25-7
TOE PROTECTION
( Not to Scala)
"
NATURAL
GROUND
GEOTEXTILE
d= 1.0F.
Type of Liner= Class '1' Rip -Rap
FILL
SLOPE
FROM -L- STA. 337+50 TO STA. 338+52 RT
FROM -L- STA. 338+53 TO STA. 340+50 RT
49-
BEGIN
JS
DETAIL 25-8
BANK STABILIZATION AT
JURISDICTIONAL STREAM
(Not to Scale)
NATURAL BED
ELEVATION
Ground
GEOTEXTILE
Type of Liner= CL I Rip -Rep
STA.338+75 -L- RT
LEGEND:
//,/
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
47" I491 FENCE
I
HDR Engineering, Inc. of the Carolinas U-2579D, E & F 25
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
PROJECT REFERENCE NO.
SHEET NO.
®STUB
STV Engineers, Inc.
100 900 West Trade St., Suite 715
Charlotte, NC 28202
NC License Number F-0991
25 12.5 0
GRAPHIC SCALE
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
i/.,/`// I�
/
SEE AIL
C.1 36• C/� " W 1t C. � �^�1
Iiq
175.00 '
\ L 171457 Jd`\ \ OAN
SEE 70,
oE AIL . RT
' CY \
- \ \ TF ETLAV p5, 0.
L\E\ r
� FLATIRON
1
— \mil ` �' —�—.
vt`- \_
\\\
•
y.\
LATERAL 'V' DITCH
SEE DETAIL 25-2
DE - 92'6
T1.31ptlie
PERMIT DRAWING
SHEET 75 OF 97

Received 11/5/2020
Revised
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)
11
173+80 -L-
48" RCP
0.04
615
11 A**
174+23 -L- RT
48" RCP
0.08
12
203+75 - 207+10 -L- RT
ROADWAY FILL
0.02
< 0.01
410
10
12A
205+69 -L- RT
FILL IN WETLAND
0.08
13
207+24 -L-
5x6 CULVERT
0.03
< 0.01
337
22
13A
209+14 -L- LT
4' BASE DITCH
< 0.01
14
222+50 - 223+56 -L- RT
48" RCP
0.01
< 0.01
220
11
14A
222+65 -L- LT
POND
3.06
15
242+86/244+20 -L-
5'x6' RCBC
0.05
< 0.01
520
15
15A
243+60/244+00 -L-
5'x6' RCBC
0.04
16
253+92/255+58 -L-
42" RCP AND DITCH
0.05
< 0.01
513
20
17
261+02/262+96 -L-
6'x6' RCBC
0.08
< 0.01
928
23
18
275+75/276+78 -L-
42" RCP
0.03
< 0.01
161
11
18A
277+00 RT -L-
PIPE REMOVAL AND DITCH
< 0.01
< 0.01
24
20
18A
277+00 RT -L-
BANK STABILIZATION
< 0.01
7
19
279+30/280+86 -L-
5'x7' RCBC
0.04
< 0.01
250
11
19
280+86/281+71 -L-
5' STANDARD BASE DITCH
< 0.01
< 0.01
91
15
20
280+61/281+66 -L-
REMOVE 2 - 72" CMP
0.02
< 0.01
35
31
20A
285+56/285+81 -L-
BANK STABILIZATION
< 0.01
< 0.01
16
21
20B
285+56/285+81 -L-
BANK STABILIZATION
< 0.01
< 0.01
20
21
20C
284+44/285+33 -L-
TEMPORARY WORK PAD
0.06
165
21
285+19/285+65 -L-
CHANNEL CHANGE
< 0.01
133
21
285+19 -L-
BANK STABILIZATION
< 0.01
< 0.01
10
10
22
303+57/304+09 -L-
30" RCP/ 36" RCP
< 0.01
< 0.01
97
7
TOTALS SHEET 2*:
0.20
< 0.01
3.47
0.09
4387
413
0
*Rounded totals are sum of actual impacts
NOTES:
-**Wetland ES-W33 is total take
-Site 24 is a Channel Relocation
2013 10 24
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
11/03/2020
FORSYTH
U-2579D, E & F
34839.3.GV7
SHEET OF

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)
23
316+25/317+41 -L-
6'x6' RCBC
0.04
363
23
317+40/317+49 -L-
BANK STABILIZATION
< 0.01
< 0.01
28
10
24
316+84/317+01 -L-
CHANNEL CHANGE
< 0.01
< 0.01
120
10
25
323+23/325+22 -L-
24" RCP
0.02
< 0.01
294
10
26
335+66/338+74 -L-
6'x6' RCBC
0.05
< 0.01
523
10
26
338+82 -L-
BANK STABILIZATION
< 0.01
< 0.01
29
8
27
356+07/357+64 -L-
7'x7' RCBC
0.05
328
27
356+07 -L- LT
BANK STABILIZATION
< 0.01
< 0.01
35
8
27
357+63 -L- RT
BANK STABILIZATION
< 0.01
< 0.01
37
12
28**
397+37/400+85 -L-
ROADWAY FILL
0.26
29**
398+61/405+73 -L-
ROADWAY FILL / 5' BASE DITCH
0.06
906
29**
398+61/405+73 -L-
BANK STABILIZATION
< 0.01
< 0.01
40
10
29A**
401+96 -L-
ROADWAY FILL
< 0.01
29B**
402+33/405+59 -L-
ROADWAY FILL / 5' BASE DITCH
0.26
0.03
0.01
30***
409+52/411+61 -L-
54" RCP
0.05
< 0.01
563
14
30***
409+53 -L-
BANK STABILIZATION
< 0.01
< 0.01
15
10
31
49+59 - 50+28 -Y3- LT
2' BASE DITCH
< 0.01
57
32
35+68/37+32 -Y6-
BANK STABILIZATION
0.03
< 0.01
172
19
33
173+50 -L- LT
CHANNEL IMPROVEMENT TIE-IN
< 0.01
< 0.01
20
21
34
357+38/357+49 -L-
BANK STABILIZATION
< 0.01
< 0.01
24
11
TOTAL SHEET 1
0.87
< 0.01
0.01
0.49
< 0.01
5694
49
TOTAL SHEET 2
0.20
< 0.01
3.47
0.09
4387
413
TOTAL SHEET 3
0.53
0.03
0.01
0.34
0.02
3554
153
TOTALS ALL SHEETS*:
1.60
0.00
0.03
0.03
0.00
4.31
0.11
13635
615
*Rounded totals are sum of actual impacts
** SITE 28, 29, 29A, AND 29B - SITE 1 IN U-2579C PHASE 2 PERMIT
ail *** SITE 30 - SITE 2 IN U-2579C PHASE 2 PERMIT
0
N
NOTES
- ISOLATED WETLANDS SITE
r
- SITE 24 IS A CHANNEL RELOCATION
d
:vised 2013 10 24
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
11/03/2020
FORSYTH
U-2579D, E & F
34839.3.GV7
SHEET 97 OF 97