C204570 Site 7

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DETAI
STANDABD BASE DITCH
(NOla 9061
0 'C
weMxM wm 0. 3,5 R.
K—d- 3-5 Fl,
0- CO Fl.
TYp,el flow- Cku I
$TA. 12+00 - : LT
—
DENOTES FILL IN
WETLAND
DENOTES MECHANIZED
dF aF CLEARING
® DEN INESWETLAANADTION
15"
PERMIT DRAWING
SHEET 35 OF 69
25,
—T
IV, DITCH
—T— —
HW
rr�S
C WOODSCG9�1S
SPECIAL LATERAL4-FT / IE R. HEATH
BASEDITCHEE DETAIL 22, PSH 2D-1
Cif
f
f
f
RAP
F < i
45 1 SITS 7
IIE R. HEATH
SPECIAL LATERAL2-FT /
BAS CH
SEE DETAIL 1, PSH C7 R G
MECHANIZED
CLEARING /
EXCAVATION
WOODS
IOEMOT Cow�r� 1
UiILE65 �� AU ALL •WFIATUllf1 EOM
INSET 7D
—, `i 'E 6 �Y-A , r
J rr
T 1
REMOV�
�7%
TwCLASS IPSEE D8 LL IN
®50 FT; GRADDS
EST. DDE o 62 CY 'h'—
SEE
n.
/ rA
PECIAL L
C --QVE C DI iF
S I RIP RAP MECHANIZED R y�
G � S AIL 10, PSH 213-1 CLEARING
�F
?V C SS I RIP RAP DOWN EXISTING SjK
E
QV� FROM END OF DITCH, 1.5 FT T
EST 110�TS
EST 15d F iL M 1F
SPECIAL LATERAL 'V' DITC SITE 1F 1M w
evE SEE DETAIL 5, PSH 2D-1
'1TJ'U- JL. JlO, fC--PVU.VU l 1
11
I
RPD- S I` I +7 JI JIMMIE R. HEATH
f� ,

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND I SURFACE WATER IMPA7-
Hand Existing Existing
T Channel Ph— I N
Site
Station
Permanent
Temp.
Excavation
Mechanized
Clearing
Permanent
emp.
a
aturaf
No.
Structure
(From/To)
Fill In
Fill In
in
Clearing
g
in
SW
SW
Impacts
Impacts
Stream
Size /Type
Wetlands
Wetlands
Wetlands
in Wetlands
Wetlands
impacts
impacts
Permanent
Temp.
Design
5
37+71 - 37+82 -Y- RT Hand Clearing
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ac)
(ft)
(ft)
(ft)
in TDE
0.008
5
5
39+12 - 40+79 -Y- RT Roadway Fill 0.080
40+90 - 41+10 -Y- RT 15" Pipe/Rip Rap at Outlet 0.007
6
28+43 - 28+74 -Y- LT Roadway Fill/Channel Change 0.012
6
27+01 - 28+70 -Y- RT Roadway Fill
6
22+65 - 22+75 -RPD- LT Rip Rap Channel Stabilization
6
22+65 - 22+84 -RPD- LT DWwatering for Pie install
7
17+53 -17+76 -RPD- RT Dftch Construction
s
11+65 -12+24 -RPD- RT Dltoh w/RIp Rap Construction 0,034
+>6 -12+19 -RPD- RT RI Rapdown existingslop(, 0.028
U+96.70+96 -L- LT Ro!g&aX FIII 0,231
iu+38.71+62 -L- LT Bank Stabllization
u
/030.71+30 -L- LT Permanent Channel Stabipzetia+I
89+83.00+73 -L- LT Brld a Bent In Stream
70+80.71+04 -L- LT Brld a Bent In Stream
70+26.70+40 -L- LT Stream Access for Stabilization
70+89.71+04 -L- LT Stream Access for Stablllzstlon
Sill I I TOTAL : 0,393
%minded totals are sum of actual Impaots
NoES
Shoot 2 of 4
Project Totals rhown on Sheet 4 (60)
"'otsis shown above are for this sheet only
1 1 1
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/
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
2/25/2021
Columbus
R-2561CA
34466,4.5
SHEET 67 OF 69