20190720 Ver 1_SR1920Moltonvile_BurialWaiver_20190604

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY
Brad Shaver, NCDOT Coordinator Joanne Steenhuis, NCDOT Coordinator
Wilmington Regulatory Field Office NC Department of Environmental Quality
US Army Corps of Engineers Division of Water Resources
69 Darlington Avenue 127 Cardinal Drive Ext.
Wilmington, NC 28403 Wilmington, NC 28405
Subject: Sampson County SR 1920 Moltonville Road Hurricane Pipe Replacement
WBS#: DF15403.2082014
(DWQ Permit Fee: $240)
Dear Mr. Shaver and Ms. Steenhuis:
The North Carolina Department of Transportation plans to replace replaced an existing 36" in
diameter by 40' in length CMP at location Lat: 35.00367, Long:-78.24999 on SR 1920 Moltonville
Road where it crosses a UT to Six Runs Creek (C; Sw) approximately 0.3 miles S of SR 1919 Old
Warsaw Road. The proposed replacement structure is a 66" in diameter x 40' in length CMP w/
HW. NCDOT would like to request a waiver from the depth specifications of the regional
conditions 3.6.1 of the Nationwide Permit 3 and the corresponding General Condition 11 of the
Water Quality General Certification No. 4132. Due to the existing geomorphologic fall of the
stream channel, burying both of the inverts of the new 66" CMP 1' below the natural streambed
elevation would result in a greater than 4 percent pipe slope, causing a high flow erodible condition.
NCDOT plans to bury the inlet l' and install the pipe on a 2% slope which would set the outlet
approximately at grade with the natural stream bed. Approximately 10 LF of riprap is proposed to
be placed in the stream channel to protect from further scour and destabilization. (See Attached
Permit Drawing).
By copy of this letter and enclosures, NCDOT is requesting issuance of Nationwide 3 approval
from the US Army Corps of Engineers and 401 Water Quality Certification (WQC) #4132 approval
from the Division of Water Resources (DWR). A method of debiting $240 to process the WQC
request has been provided as noted in the subject line of this application.
If you have any questions or need any additional information, please contact me at [phone]
or at [e-mail].
Sincerely,
��CLrL �GZ/LQ�
Sean Farrell
NCDOT Division 3
Environmental Specialist
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647

SR 1920 Moltonville Road
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6/4/2019, 10:18:31 AM
Surface Water Classifications River Basins
0 CPF
1:36,112
0 0.25 0.5 1 mi
0 0.4 0.8 1.6 km
Copyright:© 2013 National Geographic Society, i-cubed
NCDENR Div. Water Resources
NCDENR - Division of Water Resources I Copyright:© 2013 National Geographic Society, i-cubed

749700
35° 0'44" N
Soil Map —Sampson County, North Carolina
(SR 1920 Moltonville Road)
750000 750300 750600 750900 751200 751500
Mir
0:
all ;m.,a&,bb`o rl t be valid at this II.
34° 59' 4Y' N ; t _
749700 750000 750300 750600 750900 751200
3
Map Scale: 1:13,500 iP printed on A landscape (11" x 8.5") sheet.
N Meters
0 200 400 800 1200
Feet
0 500 1000 2000 3000
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
uDA Natural Resources Web Soil Survey
101111111111 Conservation Service National Cooperative Soil Survey
751800 752100
751500 751800 752100
752400
35° 0' 44" N
0
9
93
I
34° 59' 42 N
752400
3
6/4/2019
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
=; 0
Soil Map Unit Lines
0
Soil Map Unit Points
Special
Point Features
{_j
Blowout
Borrow Pit
Clay Spot
r^i
Closed Depression
`
Gravel Pit
„
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
++
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
4
Sandy Spot
Severely Eroded Spot
Sinkhole
; .
Slide or Slip
oa
Sodic Spot
Soil Map —Sampson County, North Carolina
(SR 1920 Moltonville Road)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
1)
Stony Spot
L%
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
,8
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
rF++
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Sampson County, North Carolina
Survey Area Data: Version 18, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 29, 2014—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 6/4/2019
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Sampson County, North Carolina
SR 1920 Moltonville Road
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BH
GoA
Bibb and Johnston soils,
frequently flooded
91.4
38.3
9.7%
4.1 %
Goldsboro loamy sand, 0 to 2
percent slopes, Southern
Coastal Plain
GtC
Gritney fine sandy loam, 4 to 8
percent slopes
0.5
0.1 %
Jo
Johns fine sandy loam
11.5
1.2%
Ln
Lynchburg sandy loam, 0 to 2
percent slopes
50.5
5.4%
M-W
Miscellaneous water
3.5
0.4%
MaC
Marvyn loamy sand, 6 to 12
percent slopes
27.6
2.9%
NoA
Norfolk loamy sand, 0 to 2
percent slopes
117.1
12.5%
NoB
Norfolk loamy sand, 2 to 6
percent slopes
43.7
4.7%
OrA
Orangeburg loamy sand, 0 to 2
percent slopes
100.6
10.7%
OrB
Orangeburg loamy sand, 2 to 6
percent slopes
73.5
7.8%
Ra
Rains sandy loam, 0 to 2
percent slopes
72.3
7.7%
W
Water
6.3
0.7%
WaB
Wagram loamy sand, 0 to 6
percent slopes
300.9
32.1 %
Totals for Area of Interest
937.4
100.0%
usDA Natural Resources Web Soil Survey 6/4/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

This Exhibit is for planning purposes only and shown herein does not meet NC 47-30 Requirements and e 1 inch = 200 feet SR 1920 M OLTONVI LLE ROAD
therefore is not for design, construction, or recording or transfer of title.
GRAPHIC SCALE HURRICANE FLORENCE
0 50 100 zoo 300 400 PIPE REPLACEMENT DF15403.2082014
Feet LiDAR MAP

95
94
93
92
91
90
89
88
87
86
85
83
SAMPSON COUNTY - SR 920 MOLTONV LLE ROAD. ( 35.003679-78.24999)
HURR CANE FLORENCE PROPOSED PPE REPLACEMENT
WBS NO. DF 5403.20820 4 S TE P PE PROF LE
SCALE
1"=2' VERTICAL
I"=20' HORIZONTAL
PROPOSED TEMPORARY SHEETPILE
IOLF UPSTREAM
90.1 90.0
8905
EXISITNG INLET INVERT= 88.
PROPOSED INLET INVERT = 88.
86,0/
ROPOSED TEMPORARY SHEETPILE
LF DOWNSTREAM
OUTLET INVERT = 88.6
)SED OUTLET INVERT = 87.7
CLASS I RIPRAP AND FLOWABLE FILL
-D IN STREAM CHANNEL
83.3
00 80 60 40 20 0 20 40 60 80 100
LEGEND
PROPOSED PIPE
EXISTING PIPE
- - - - - STREAMBED PROFILE
SHEETPILE
95
RIP RAP
94
FLOWABLE FILL
93
FLOW DIRECTION
92
NOTES-.
91
90
89
88
87
86
DRAWN BY. S. FARRELL
85
DATE.06/04/2019
84
PERMIT DRAWING° I OF 1
83
CHECKED BY. Me HERNDON
82
PROJECT DESCRIPTION. REPLACE
EXISTING 36" x 40' CMP W/ A
NEW 66" x 4O' CMP W/ HEADWALLS
COUNTY-SAMPSON

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)
Bank
Stabilization
(ft)
SITE #1
Rip Rap/ Flowable Fill
10
SITE #1
Deviate ring
20
TOTALS*:
10
20
*Rounded totals are sum of actual impacts
NOTES:
20131024