20180708 Ver 1_Design/Maps/Site Plans Revised_20200622

Carpenter, Kristi
From: Herndon, T. Mason
Sent: Monday, June 22, 2020 2:55 PM
To: Shaver, Brad ; Steenhuis, Joanne
Subject: Sampson B-4813
Attachments: B-4813_Permit Drawing Sheet 4_REV_20200622.pdf, B-481317BP.3.R.78_ WIS_
20200622.pdf
Please see attached revised Permit Drawing Sheet 4 and WISS for B-4813. These revised sheets address the rip rap slope
protect that we discussed at our field review on 6/10. The RE office provided stationing for the rip rap as 24+80 to
25+40 -L-RT. I went ahead and listed the entire 60 feet as an impacts because based on the scour that has occurred
since the original survey was completed most, if not all, of this bank stabilization will be keyed in below the existing
OHM.
Please let me know if you this is acceptable or if you require any additional information of your files. This was a courtesy
notification for NW 3/13 and corresponding WQC's. The DWR project number is 20180708 and the USACE Action ID is
SAW-2015-01089.
Thanks!
Mason Herndon
Environmental Program Supervisor
Division 3
NCDOT- Division of Highways
910-341-2036 office
910-604-0050 mobile
[e-mail]
5501 Barbados Blvd
Castle Hayne, NC 28429
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 1
SPECIAL LATERAL 'V' DITCH Pi11
INef to Scale) Slope
D
FROM STA. 18+75 TO STA. 22+65 -L- RT
FROM STA. 21+00 TO STA. 22+65 -L- LT
FROM STA. 25+50 TO STA. 27+00 -L- RT
WOODS
NOTE: ALL DRIVEWAY RADII ARE 10'
REVISED 6/22/2020
O
TAYLOR'S BRIDGE COMPANY" LLC
N
\N A4936W
DECK DRAIN
DISSIPATOR PAD
SEE DETAIL 2
°<
1 SPECIAL 4LATERAL'V' DI1CH
I SEE DETAIL 1 k
\
CIL CpEEK IS
PROPERTY LINE
G'
` SITE 1
WOOF — _
R
SR I004 EDMOND fdATHIS RD 02 BST -L - N 87" I5' 23.0e E
4111 OEIP INV=65.48INV=65.74'—
M-ING R//W�,>_
LJ I IP I / J C+
P rt
50' 25' 0 50,
100,
PLANS PREPARED BY :
PROJECT REFERENCE NO.
SHEET NO.
PARSONS
B-4813
4
RALEIGH, NORTH CAROLINA, [phone]
RAN SHEET NO.
5 SCALE: 1"=100'
O
NC LICENSE NO.F-0246
FOR NORTH—OUNA DE- OF TRABSPORTATION
ROADWAY DESIGN
HYDRAULICS
CHRISTINE E MAT THIS
N
SUNGATE DESIGN GROUP, P.A.
ENGINEER
ENGINEER
00
CL'B'RIP RAP
'EN`D F'Di'aRiM s�s�No t�F s�esss�sa
p/ w000s _ wo�oD \
TAYLOR'S BRIDGE COMPANY, LLC �M ISFD ® xP \ \ ✓ry�,cR°�
\
SITE 3
SPECIAL LATERAL 'V' DITCH JONSIE P & MICHAEL AK HOUSEMAID \
SEE DETAIL 1 L 1131P\RAP\TO PROPERTY KLI E�
DETAIL 2 CL II RIP RAP
DECK DRAIN ?ISSIPATORoTD m S ULDER\POINT BAN STABILIZATION
I NW ro Sw1el EST. 104 TONS
W EST. 110 SY GF
qo' EIP O SCL II RIP RAP TO
HOULDER POINT
PADIPATOR PIAN �IPW 3 L L �/ DENOTES TEMPORARY
RIP RAP AT EMBANKMENT IMPACTS IN SURFACE WATER
"NOTE: CENTER PAD DIRECTLY BELOW ECK DRAINS (N.t -1.)GROUND 5^"^ IPN /
IL L Ditch 10D i^ ,,D, DENOTES IMPACTS IN
Grade SURFACE WATER
GEOTEXTILE I.D' 15.
GE f
L= 21O Pf. SS' Z 'a
Type of Llner= ,.]TONS LB RIP -RAP Type of IL—= CL'B'RI DENOTES EXCAVATION
FROM STA. 23+,3rCt STA. 23+60-L-LT FROM STA.25+32 OpSTA.2\L- EIP IN WETLAND
BRIDGE HYDRAULIC DATA
DESIGN DISCHARGE =
2180
CFS
DESIGN FREQUENCY =
50
YRS
DESIGN HW ELEVATION =
58.5
FT
BASE DISCHARGE =
2960
CFS
BASE FREQUENCY =
/00
YRS
BASE HW ELEVATION =
59.6
FT
OVERTOPPING DISCHARGE =
2800
CFS
OVERTOPPING FREQUENCY=
100—
YRS
OVERTOPPING ELEVATION =
59.4
FT
STA 24+89.4 —L—
DATE OF SURVEY =
10—I8-20I7
W.S. ELEVATION
AT DATE OF SURVEY =
49"8
FT
EST.3 TONS
EST. 10 SY Q 11�1;E' LBNgIN RY PLANS
Z W NOT USE FOL CONSTRUCTEON
A /
SHOULDER BERM GUTTER /.
FROM END APP.¢LAB /
r' TO STA. 24+64 -L- LT /
SITE 2 DOCUMENT NOT CONSIDERED FINAL
/ UNLESS ALL SIGNATURES COMPLETED
WDD�S
N�� /yp j�G
5R RY.
=%
F I— 1004 EDO E.�s Z5/B�// o
RIP RAP AT EMBANKMENT I
EST. 8 TON J
EST. 18 SY GF
SEE DETAIL 3
F F DENOTES FILL IN
WETLAND
DENOTES MECHANI2
CLEARING
BM °2 LEV TIO =
N 40683.3E=2
-L- ST TION 24+ 7.7
60. 5' R GHT
WOODS
A, L
4
i LENA D M SATORSKY
SITE 4 �a
SPECIAL LATERAL 'V' DITCH
SEE DETAIL 1
BEGIN APPR. SLAB
END BRIDGE
END APPR.SLAB
-L- STA.23+20.31
- - + •
9.69
BEGIN BRIDGE
-L- STA.23+31.31
N
1GRI'l'
GREU, TL-3 �,.
v
, TL-3
8:1
8:7
N 87" 15' 23.Cr E
8.1GREU, TL-3
III 1 TYP GREU, TL-3 8.1
d Ll
P PLl
BRIDGE/ROADWAY RELATIONSHIP
FOPS - FULL DEPTH PAVED SHOULDER NOT TO
SCALE
SBG - SHOULDER BERM GUTTER
93
IINMM 9`ill ■■��00■MM1
■■■■�i■III '''►��l�... ■'■■■■■■■■■■■■■■■1
■■■■■■■■■ ■■■■■■■■■■■■■■■■■1
17 18
19 20
21

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)
Bank
Stabili-
zation
(ft)
1
22+46 to 23+50 -L-LT
ROADWAY FILL
< 0.01
< 0.01
0.02
31
2
24+24 to 24+67-L- LT
ROADWAY FILL
< 0.01
< 0.01
< 0.01
3
24+05-L-
BANK STABILIZATION
< 0.01
41
IMPERVIOUS DIKE
< 0.01
4
26+19 to 26+47-L-LT
ROADWAY FILL
< 0.01
< 0.01
5
24+80 to 25+40 -L-RT
Bank Stabilization
20
TOTALS:
0.01
< 0.01
0.04
< 0.01
< 0.01
0
0
92
*Rounded totals are sum of actual impacts
NOTES:
6/22/2020