20150665 Ver 1_Application_20150709

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY

[phone] x 3532 [e-mail]
Post Office Box 3165, Wilson, North Carolina 27895-3165

July 9, 2015

Mr. Thomas St effens
U.S. Army Corps o f Engineers
Washingt on Regu latory Field Office
2407 W 5th St .
Washingt on, NC 27889

Mr. Robert Ridings
DWQ-Transpo rt at ion Per mit t ing Unit
1650 Mail Service Cent er
Raleig h, NC 27609

SUBJECT: Replacement of Bridge 33 over Otter Creek with a Bridge and
rep lacement of Bridge 34 over Otter Creek Overflow to a Culvert on
SR 1614 in Edgecombe County. WBS 17BP.4.R.58

Dear Sirs:

The No rt h Carolina Depart ment o f Transpo rt at ion (NCDOT) proposes to replace t he
exist ing 2 span 40’ X 20’ br idge o ver Otter Creek wit h a 2 span 103’ X 25’ br idge. The
o verflow br idg e is a 2 span 40’ X 20’ br idge as well and will be rep laced wit h a 35’wid e
X 9’ t all aluminum bow culvert with 32’ in lengt h wit h headwalls and wingwalls. This
act ivit y pro poses to permanent ly impact a tot al of 32 linear feet o f st ream channel. Also
113 addit ional ft . of st ream and buffer will be impact ed due to dewat ering, channel
impro vement s, and bank st abilizat ion. NCDOT ant icipat es t hat t his br idge and p ipe
replacement act ivit y will be aut ho rized u nder Nat io nwide Per mit 14 and NCDWQ GC #
3886.
If you have any quest io ns or need any add it io nal infor mat io n, p lease co nt act Chad
Co ggins, Divisio n Enviro nment al Officer at [phone]. Your time and effo rt are
appreciat ed.

Respect fully submit t ed,

Chad Co ggins
Div. 4 DEO

Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?

For the record only for DWQ 401
Certification:
Yes No
For the record only for Corps Permit:

Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
Yes No

1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No

1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Edgecombe Bridge 33 (Bridge to Culvert) and Bridge 34 (replacement)
2b. County: Edgecombe
2c. Nearest municipality / town: Crisp
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: 17BP.4.R.58
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 11
PCN Form – Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify: NCDOT
4b. Name: Timothy M. Little, P.E. Division Engineer
4c. Business name
(if applicable): NCDOT Division 4
4d. Street address: 509 Ward Blvd.
4e. City, state, zip: Wilson NC 27895
4f. Telephone no.: [phone]
4g. Fax no.: [phone]
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Chad Coggins Division Environmental Officer
5b. Business name
(if applicable): NCDOT Division 4
5c. Street address: 509 Ward Blvd.
5d. City, state, zip: Wilson NC 27895
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]

Page 2 of 11
PCN Form – Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1b. Site coordinates (in decimal degrees): Latitude: 35.7265 Longitude: 77.5970
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Otter Creek and overflow
2b. Water Quality Classification of nearest receiving water: C;SW, NSW
2c. River basin: Tar
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Agriculture, forestry, and rural residential.
3b. List the total estimated acreage of all existing wetlands on the property:
0.1 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 160 LF
3d. Explain the purpose of the proposed project:
The purpose of this project is to replace 2 failing bridges one with a culvert and one with another bridge
3e. Describe the overall project in detail, including the type of equipment to be used:
The existing bridge over Otter Creek is a two (2) span 40’ x 20’ structure is structurally deficient and in need of
replacement. NCDOT proposes to replace with a 2 span 103 X 25 bridge. The overflow bridge is a 2 span 40’X 20’
bridge as well and will be replaced with a 35’wide X 9’ tall aluminum bow culvert with 32’ in length with headwalls and
wingwalls. Based on hydraulic calculations and observations made on-site after heavy rain events, NCDOT believes that
this site will be adequately served by this configuration. Most of the work will be performed with an excavator. Clean
earthen fill will be used to backfill over pipe and behind the headwalls.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: Features appear on USGS Topographic maps
and local soil survey. Associated wetlands were delineated
within project boundaries.
Yes No Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Byron Bateman/Chad Coggins
Agency/Consultant Company:
Other: NCDOT Division 4 Environmental Staff
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? Yes No Unknown
5b. If yes, explain in detail according to “help file” instructions.

Page 3 of 11
PCN Form – Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.

Page 4 of 11
PCN Form – Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries Buffers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number –
Permanent (P)
or Temporary
(T)
2b.

Type of impact
2c.

Type of wetland
(if known)
2d.

Forested

2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.

Area of impact
(acres)
W2 P T Fill Bottomland
Hardwood
Yes
No
Corps
DWQ .01
W2 P T Excavation Bottomland
Hardwood
Yes
No
Corps
DWQ .01
W2 P T Mechanized Clearing Bottomland
Hardwood
Yes
No
Corps
DWQ .05
W2 P T Yes
No
Corps
DWQ
W2 P T Yes
No
Corps
DWQ
W2 P T Yes
No
Corps
DWQ
2g. Total wetland impacts .07
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P)
or Temporary
(T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P T Interior bent (*not really
considered an impact) Otter Creek PER
INT
Corps
DWQ 15 30*
S2 P T Fill culvert UT To Otter Cr. PER
INT
Corps
DWQ 15 32
S2 P T
Dewatering and stream
bank improvements and
stabilization
UT To Otter Cr. PER
INT
Corps
DWQ 15 113
S4 P T PER
INT
Corps
DWQ
S5 P T PER
INT
Corps
DWQ
S6 P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts 32’ perm
3i. Comments:
Page 5 of 11
PCN Form – Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
– Permanent
(P) or
Temporary (T)
4b.
Name of waterbody
(if applicable)
4c.

Type of impact
4d.

Waterbody type
4e.

Area of impact (acres)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts
4g. Comments: There are no open water impacts associated with this project
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.

Pond ID
number
5b.

Proposed use or purpose of
pond

5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments: No ponds or lakes will be created as a result of this project
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 11
PCN Form – Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P)
or Temporary
(T)
6c.

Reason for
impact
6d.

Stream name
6e.

Buffer
mitigation
required?
6f.

Zone 1 impact
(square feet)
6g.

Zone 2 impact
(square feet)
B1 P T Riprap/access Otter Cr. Yes
No 555 384
B2 P T
Riprap
excavation and
access
UT to Otter Cr. Yes
No 5340 1293
B3 P T Yes
No
6h. Total buffer impacts 5895 1677
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The bridge to bridge replacement does not have any impacts. The culvert was designed on existing alignment and utilizes
headwalls and wingwalls in order to minimize culvert length/stream impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Strict enforcement of Best Management Practices for sediment and erosion control, the protection of wetlands and surface
waters will be enforced.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts
to Waters of the U.S. or Waters of the State?
Yes No

2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 7 of 11
PCN Form – Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No

6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)

Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).

6h. Comments: Impacts associated with this project remain below the threshold for buffer mitigation.

Page 8 of 11
PCN Form – Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: All stormwater runoff outlets associated with bridge are via riprap
aprons outside of the buffers to existing grass-lined ditches. Since we are changing
the other structure from bridge to culvert stormwater will no longer be concentrated
on a bridge deck or through drain holes, therefore reducing the occurrence of
concentrated flow associated with this structure. Hereafter stormwater will be
allowed to sheetflow and dissipate across vegetated shoulders and buffers.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0 %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
All stormwater runoff outlets via Riprap aprons outside of the buffers to existing grass-lined ditches.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? N/A
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No
5b. Have all of the 401 Unit submittal requirements been met? Yes No
Page 9 of 11
PCN Form – Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? Yes No
3b. If you answered “yes” to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.

4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A

Page 10 of 11
PCN Form – Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat? Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? Yes No
5c. If yes, indicate the USFWS Field Office you have contacted. Raleigh
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCNHP Databases indicated no occurrences of endangered species in the vicinity. Furthermore, existing stream
conditions are not compatible with the habitat required for endangered mussels and there is no significant amount of
mature pine forest around the bridge to provide habitat for Red Cockaded Woodpeckers.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NCNHP layers in ArcGIS
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCDOT/HEU clearance
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? Yes No
8b. If yes, explain how project meets FEMA requirements: No rise per MOA
8c. What source(s) did you use to make the floodplain determination? NCDOT Hydraulic Unit, NC Floodmaps

Chad Coggins

Applicant/Agent's Printed Name

__________________
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)

7/09/15

Date

Page 11 of 11
PCN Form – Version 1.3 December 10, 2008 Version

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
-L- STA. 10+10.00
BEGIN STATE PROJECT 17BP.4.R.58
-L- STA. 20+00.00
END STATE PROJECT 17BP.4.R.59
-L- STA. 15+50.00
BEGIN STATE PROJECT 17BP.4.R.59
END STATE PROJECT 17BP.4.R.58
-L- STA. 13+95+/-
BEGIN BRIDGE
-L- STA. 14+95+/-
END BRIDGE
2
0
+
0
0
=ADT

FUNC CLASS =
0
0
0
PROFILE (HORIZONTAL)
17BP.4.R.58
17BP.4.R.59
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
7
/
1/
2
0
15
R
:
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EDGECOMBE COUNTY
REPLACEMENT OF BRIDGES 33 & 34 OVER OTTER CREEK
AND OTTER CREEK OVERFLOW ON SR 1614 (EDGEWOOD
CHURCH RD)
GRADING, DRAINAGE, PAVING AND STRUCTURES
17BP.4.R.58 & 59
1
7
B
P
.
4
.
R
.
5
8

&

5
9
50 25 50 100
50 25 50 100
10 5 10 20
LOCAL
SUB-REGIONAL TIER
2011 50
=
=
=
TOTAL LENGTH PROJECT 17BP.4.R.58
LENGTH STRUCTURE PROJECT 17BP.4.R.58
LENGTH ROADWAY PROJECT 17BP.4.R.58
RIGHT OF WAY DATE:
LETTING DATE:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
L. KEVIN AUSTIN, PE
W. CRAIG PARKER, PE
Prepared by:
NC License No. C-1021
Prepared for:
Wilson, NC 27895
509 Ward Blvd.
DIVISION 4
HIGHWAY
NSRS 2007NAD 83/
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD 11.
TO SR 1616
TO SR 1615
SR 1614 - EDGEWOOD CHURCH RD
10
+
0
0 15
+
0
0
-L-
O
T T E R C R E E K
O
V
E
R
F
L
O
W
O
T
T
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K
=
=
=
TOTAL LENGTH PROJECT 17BP.4.R.59
LENGTH STRUCTURE PROJECT 17BP.4.R.59
LENGTH ROADWAY PROJECT 17BP.4.R.59
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SITE 2
0.102 MILES
0.019 MILES
0.083 MILES
JULY 2015
AUGUST 20150.085 MILES
0.007 MILES
0.078 MILES
7/1/2015
SHEET 1 OF 7
PERMIT DRAWINGS
TYPE III
TYPE IIITYPE III
TYPE IIIGRAU-350
GRAU-350
GRAU-350
GRAU-350
1102
1103
1619
1617
1616
1615
1611
1004
1110
1616
1121
1120
1618
1617
1615
1613
1614
1612
1635
1614
Mosley
Church
Eagles
Town
Cobb
Point
Sharp
Crisp
1250
1249
W ebb’s Chapel Rd.
Corbett Farm Rd.
W
o
ote
n
Rd.
Lewis Sawyer Rd.
C
a
r
r
a
w
a
y
R
d
.
K
itten C
reek
Sharp Point Rd.
Sharp Point
Rd.
Sharp Point Rd.
Otter Creek
Stallings Rd.
Ea
gles
Rd.
Felton Farm Rd.
E
d
g
e
w
o
o
d
C
h
u
rc
h
R
d
.
Stallings Rd.
E
d
g
e
w
o
o
d

C
h
u
r
c
h

R
d
.
Carr Farm Rd.
258
Pinetops Crisp Rd.
Carr Farm Rd.
Rd.
Crisp Sandpit
Otter CreekC
h
u
r
c
h
R
d
.
124
124
Otter Creek
258
258
EDGECOM BE COUNTY
PITT COUNTY
VICINITY MAP
OFFSITE DETOUR
PROJECT
BEGIN
PROJECT
END
22"x34"
50 Scale
Level Overrides=On
Canon Imgen.plt
NAMES AND ADDRESSES
ADDRESSESNAMES
PROPERTY OWNERS
REFERENCE NO.
DIVISION OF HIGHWAYS
NCDOT
OF TRANSPORTATION
N.C. DEPARTMENT
2
LIFE ESTATE
WAYNE STALLINGS
MACCLESFIELD, NC 27852
2100 EDGEWOOD CHURCH ROAD
TIMBER LLC
TIDEWATER LAND &
MACCLESFIELD, NC 27852
2100 EDGEWOOD CHURCH ROAD
EDGECOMBE COUNTY
PROJECT: 17BP.4.R.58 & 59
06/25/2015
3
ON SR 1615 OVER OTTER CREEK
REPLACE BRIDGES #33 & #34
7/1/2015
SHEET 2 OF 7
PERMIT DRAWINGS
3
2
G
P
S
G
P
S
S
S
S
S
S
S S
S
(NOT LOCATED IN FIELD)
OF HOG PEN BRANCH
PROPERTY LINE IS CL
RR TIE
W
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
BRIDGE
CONC
-BL-101 (GPS)-BL-102
1
2
3
1
STEPHEN W. STALLINGS
DB 1574 PG 0736
MB 2 PG 15
STEPHEN W. STALLINGS
DB 1574 PG 0736
MB 2 PG 15
CHARISSA BRAWLEY
LEWIS SUMMERLIN AND
DB 1290 PG 590
LIFE ESTATE
WAYNE STALLINGS
MB 2 PG 71
DB 11E PG 173
LIFE ESTATE
WAYNE STALLINGS
DB 11E PG 173
MB 2 PG 71
DB 1176 PG 181
MB 2 PG 71
LOUISE E EDWARDS
DB 1492 PG 391
AND TIMBER LLC
TIDEWATER LAND
MB 1 PG 64
AND TIMBER LLC
TIDEWATER LAND
MB 1 PG 64
DB 1492 PG 391
19’ BST
SR 1614 EDGEWOOD CHURCH RD
16’ BST
SR 1614 EDGEWOOD CHURCH RD
19’ BST
-BL-103 (GPS)
TO SR 1616
TO SR 1615
2
3
DB 1122 PG 138
LIFE ESTATE
PROCTOR COBB
BETTY JERNIGAN
MB 1 PG 254
DB 1122 PG 138
LIFE ESTATE
PROCTOR COBB
BETTY JERNIGAN
MB 1 PG 254
N 0051’34" W286.00’
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
N
8
5
1
8
’
2
6
"
E
1
6
0
2.
0
2
’
N 3 4 1 7 ’1 8 " W
4 9 .3 2 ’
N 0000’58" E
58.10’
N
5
4
0
3
’4
2
" W
4
4
.14
’
N

6
0
0
0
’4
0
" W
7
8
.7
6
’
S

6
9
0
7
’
18
"
E
4
9
.
2
6
’
S

5
5
5
4
’3
5
" E
7
5
.2
6
’
N
8
4
0
1’
5
3
"
E
5
7.
1
4
’
N
26 59
’45"
E
234
.59
’
N

6
3
0
0
’15
" W
2
0
6
.6
9
’
S
5
0
18
’2
7
" E
4
9
.10
’
S 8059’35" E
44.13’
N 7942’57" E
29.09’
N

3
0
3
4
’4
4
" E
5
3
.
0
4
’
N 7330’04" E
31.57’
S 5112’52" E
17.72’
S 0048’09" E55.84’L1L2L3
L4
L
5
L6 L7
L8
L9
L10
LINE TABLE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
S 6314’04" W 7.99’
S 3110’19" E 13.22’
S 1645’39" W 21.42’
S 4052’43" W 10.85’
S 4356’16" E 17.17’
S 2005’48" W 28.78’
S 2005’48" W
S 0732’46" W 42.59’
S 7437’38" W 38.21’
S 5700’21" W 26.95’
18.61’
L11
L11 S 0817’24" E 5.93’
O
F
O
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T
E
R

C
R
E
EK
P
RO
P
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T
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L
IN
E

IS

C
L
1.64’ R/W TO RR TIE
N 0623’38" E
26.39’
WOODS
DB 1290 PG 590
PATHWAY
INGRESS-EGRESS
GATE
DRIVE
SOIL
2
BLDG
1S BLK
FIELD
CULTIVATED
OF OTTER CREEK
PROPERTY LINE IS CL
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
18" RCP
BLOCK WW
WW(TYP)
CONC
WW(TYP)
CONC
BRIDGE 33 BRIDGE 34
0
2
0
2 0
3
0
4
0
1
0
1
0
0
0
2
0
3
0
4
0
1
0
0
0
2
5 0
2
5
0
1
0
2
0
3
0
4
21’
TYP
+
3
2
.
0
0
21’
TYP
+
7
0
.
7
6
10
’
10
’
1
0
’
1
0
’
0
2
5
0
2
5
NSRS 2007NAD 83/
17BP.4.R.58 & 59 4
R
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V
IS
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SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
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9
9
7
/
1/
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15
R
:
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w
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s
20
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40
50
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
22"x34"
50 Scale
Level Overrides=On
Canon Imgen.plt
SITE 2
TOTAL
SITE 1
WETLANDS
FILL IN
PERMANENT
IMPACTS
WATER
SURFACE
PERMANENT
PERMANENT
IMPACTS
CHANNEL
EXISTING
STREAM & WETLAND IMPACTS
0 AC <0.01 AC 30 LF
0.01 AC
32 LF
62 LF
0.01 AC0.01 AC
0.01 AC
CLEARING
MECHANIZED
WETLANDS
IN
EXCAVATION
IMPACTS
WATER
SURFACE
TEMPORARY
TEMPORARY
IMPACTS
CHANNEL
EXISTING
0.04 AC
0.04 AC
0 AC 0 LF
113 LF
113 LF
0.05 AC
0 AC
0.05 AC
0 AC
0.01 AC
0.01 AC
7/1/2015
SHEET 3 OF 7
PERMIT DRAWINGS
ELEV=48.87’
N: 722,177 E 2,416,266
BM#1
ELEV=49.41’
N: 722,390 E 2,416,358
BM#2
10
15
2
0
PI Sta 17+56.08
D
L = 224.76’
T = 113.33’
R = 711.00’
-L-
-L- POT Sta. 10+00.00
-L- POT Sta. 20+79.21
-L- PT Sta. 18+67.52
-L- PC Sta. 16+42.76
TYPE III
TYPE IIITYPE III
TYPE IIIGRAU-350
GRAU-350
-L- STA. 10+10.00
BEGIN CONSTRUCTION
-L- STA. 20+00.00
END CONSTRUCTIONC
C
C
C
C
C
C
C
C
C
C
C
C
C F F
C
C F
F
DS = 45 MPH
GRAU-350
F
F
C
F
C
F
C
F
F
F
F
F
C
C
C
C
F
C
C
C
C
C
F
GRAU-350
-L- STA. 13+93.81
BEGIN BRIDGE
-L- STA. 14+96.19
END BRIDGE
-L- STA. 13+82.81
BEGIN APPROACH SLAB
-L- STA. 15+07.19
END APPROACH SLAB
TYPE IIIGRAU-350
GRAU-350 TYPE III
TYPE III
TYPE III
-L- STA. 13+93.81
BEGIN BRIDGE
-L- STA. 13+82.81
BEGIN APPROACH SLAB
-L- STA. 15+07.19
END APPROACH SLAB
-L- STA. 14+96.19
END BRIDGE
10
’
10
’
3
’-
11"
3
’-
11"
-L-
BRIDGE / ROADWAY RELATIONSHIP
20
30
40
50
60 E
L
E
V
. =

5
5
.6
8
-
L
-

S
T
A
. 10
+
10
.0
0
B
E
G
I
N

G
R
A
D
E
E
L
E
V
. =

5
3
.11
-
L
-

S
T
A
. 2
0
+
0
0
.0
0
E
N
D

G
R
A
D
E
DS = 55MPH
-
L-

S
T
A
.

1
3
+
9
3
.
8
1
B
E
G
I
N

B
R
I
D
G
E
E
LE
V

=

5
3
.
4
5
1
3
+
4
6
.
9
4
LO
W

P
O
I
N
T
E
LE
V

=

5
2
.
7
3
1
8
+
8
2
.
4
2
LO
W

P
O
I
N
T
-
L-

S
T
A
.

1
4
+
9
6
.
1
9
E
N
D

B
R
I
D
G
E
DS = 55MPH DS = 55MPH
PI = 13+20.00
EL = 53.32’
(-)0.7613%(+)0.3000%
VC = 124’
K = 117
PI = 15+60.00
EL = 54.04’
(+)0.3000%(-)0.4406%
VC = 100’
K = 135
PI = 18+80.00
EL = 52.63’
(-)0.4406%(+)0.4000%
VC = 100’
K = 119
63.00
+98.00
63.00
+32.00
90.00
+46.00
PARCEL
1
EASE.
DRAIN.
PERM.
AREA
TOTAL
LT.
REMAINING
AREA
EASE.
CONST.
RIGHT OF WAY AREA DATA
NO.
PROPERTY OWNERS NAMES
2
3
EASE.
DRAIN.
TEMP.
TAKEN
AREA
RT.
REMAINING
AREA
34.94 AC
13.8 AC
STEPHEN W. STALLINGS
WAYNE STALLINGS LIFE ESTATE
TIDEWATER LAND AND TIMBER LLC
90.00
+24.00
28.26 AC
160 SF
3200 SF
0.12 AC
0.26 AC 13.46 AC
28.14 AC
(EX. R/W)
27.49
35.00
+40.00
(EX. R/W)
27.27
35.00
+61.00
(EX. R/W)
34.04
41.00
+91.00
(EX. R/W)
34.37
41.00
+13.00
(EX. R/W)
26.18
39.00
+71.00
(EX. R/W)
25.63
39.00
+13.00
(EX. R/W)
34.70
+89.00
(EX. R/W)
28.88
+02.00
(EX. R/W)
31.13
+02.00
(EX. R/W)
24.29
+50.00
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
SITE 1
SITE 2
S
S
S
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
F
F
F
F
E E IN WETLAND
DENOTES EXCAVATION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
5
O
V
E
R
F
L
O
W
O
T
T
E
R
C
R
E
E
K
OV E R F LO W
O T T E R C R E E K
OT
T
E
R

C
R
E
E
K
OTTER CREEK
TB 2GI
0403
0405
0406
15"
TB 2GI15" RCP-IV
18" RCP-IV
REMOVE EX. PIPE
EST 5 SY GEOTEXTILE
EST 1 TON
CLASS B RIP RAP
0404
3
2
G
P
S
G
P
S
S
S
S
S
S
S S
S
(NOT LOCATED IN FIELD)
OF HOG PEN BRANCH
PROPERTY LINE IS CL
RR TIE
W
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
BRIDGE
CONC
-BL-101 (GPS)-BL-102
1
2
3
1
STEPHEN W. STALLINGS
DB 1574 PG 0736
MB 2 PG 15
STEPHEN W. STALLINGS
DB 1574 PG 0736
MB 2 PG 15
CHARISSA BRAWLEY
LEWIS SUMMERLIN AND
DB 1290 PG 590
LIFE ESTATE
WAYNE STALLINGS
MB 2 PG 71
DB 11E PG 173
LIFE ESTATE
WAYNE STALLINGS
DB 11E PG 173
MB 2 PG 71
DB 1176 PG 181
MB 2 PG 71
LOUISE E EDWARDS
DB 1492 PG 391
AND TIMBER LLC
TIDEWATER LAND
MB 1 PG 64
AND TIMBER LLC
TIDEWATER LAND
MB 1 PG 64
DB 1492 PG 391
19’ BST
SR 1614 EDGEWOOD CHURCH RD
16’ BST
SR 1614 EDGEWOOD CHURCH RD
19’ BST
-BL-103 (GPS)
TO SR 1616
TO SR 1615
2
3
DB 1122 PG 138
LIFE ESTATE
PROCTOR COBB
BETTY JERNIGAN
MB 1 PG 254
DB 1122 PG 138
LIFE ESTATE
PROCTOR COBB
BETTY JERNIGAN
MB 1 PG 254
N 0051’34" W286.00’
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
N
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5
1
8
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2
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"
E
1
6
0
2.
0
2
’
N 3 4 1 7 ’1 8 " W
4 9 .3 2 ’
N 0000’58" E
58.10’
N
5
4
0
3
’4
2
" W
4
4
.14
’
N

6
0
0
0
’4
0
" W
7
8
.7
6
’
S

6
9
0
7
’
18
"
E
4
9
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2
6
’
S

5
5
5
4
’3
5
" E
7
5
.2
6
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N
8
4
0
1’
5
3
"
E
5
7.
1
4
’
N
26 59
’45"
E
234
.59
’
N

6
3
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’15
" W
2
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6
.6
9
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S
5
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18
’2
7
" E
4
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.10
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S 8059’35" E
44.13’
N 7942’57" E
29.09’
N

3
0
3
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4
" E
5
3
.
0
4
’
N 7330’04" E
31.57’
S 5112’52" E
17.72’
S 0048’09" E55.84’L1L2L3
L4
L
5
L6 L7
L8
L9
L10
LINE TABLE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
S 6314’04" W 7.99’
S 3110’19" E 13.22’
S 1645’39" W 21.42’
S 4052’43" W 10.85’
S 4356’16" E 17.17’
S 2005’48" W 28.78’
S 2005’48" W
S 0732’46" W 42.59’
S 7437’38" W 38.21’
S 5700’21" W 26.95’
18.61’
L11
L11 S 0817’24" E 5.93’
O
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1.64’ R/W TO RR TIE
N 0623’38" E
26.39’
WOODS
DB 1290 PG 590
PATHWAY
INGRESS-EGRESS
GATE
DRIVE
SOIL
2
BLDG
1S BLK
FIELD
CULTIVATED
OF OTTER CREEK
PROPERTY LINE IS CL
4
2
4
2
4
2
4
2
4
3
4
3
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4
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44
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48
4
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48
48
4
8
4
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48
48
4
8
48
4 8
48
48
4
8
48
4
8
4
8
4
8
4
8
4
8
4
8
48
48
4
8
48
4
8
48
48
48
4
8
48
48
48
4
8
49
49
4949
4
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9
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49
4
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49
4
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4
9
49
49
4
9
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4
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4
9
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49
5
1
51
51
5
1
5151
5
1
51
5
1
5
1
5
1
51
51
51
5
1
5
1
5
1
51
51
51
51
51
51
52
52
52
5
2
52
52
52
52
5
2
5
2
52
52
52
52
52
52
52
52
52
52
52
52
52
52
53
53
53
53
53
5
3
53
5
3
5
3
53
5
3
53
53
53
53
53
5353
53
53
5
3
53
53
53
53
5
3
54
54
5
4
54
54
54 54
54
54 54
54
5 4
54
54
54
54
54
5
4
5
4
54
5
4
5
4
54
5
4
54
54
54
56
5
6
56
56
56
5
6
56
56
5
6
5
6
56
5
6
5
7
5
7
5
7
57
57
58
58
58
5
8
5
9
5
9
5
9
59
59
61
6
2
64
4
5
4
5
45
45
4
5
4
5
4 5
4
5
4
5
45
4
5
4
5
4
5
4
5
4
5
45
4
5
45
4
5
4
5
50
5
0
5
0
50
50
50
50
50
50
50
5
0
5
0
50
5
0
5
0
50
50
5
0
50
5
0
50 50
50
50
5
0
5
0
50
5
0
50
50
50
5
0
50
50
5
0
55
5
5
55
55
55
5
5
55
55
55
55
5
5
55
5
5
55
55
55
55
5555
5
5
5
5
55
55
55
55
5
5
5
5
55
5
5
55
5
5
5
5
55
6
0
60
6
0
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
18" RCP
BLOCK WW
WW(TYP)
CONC
WW(TYP)
CONC
BRIDGE 33 BRIDGE 34
0
2
0
2 0
3
0
4
0
1
0
1
0
0
0
2
0
3
0
4
0
1
0
0
0
2
5 0
2
5
0
1
0
2
0
3
0
4
21’
TYP
+
3
2
.
0
0
21’
TYP
+
7
0
.
7
6
10
’
10
’
1
0
’
1
0
’
0
2
5
0
2
5
NSRS 2007NAD 83/
17BP.4.R.58 & 59 4
R
E
V
IS
I
O
N
S

SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
7
/
1/
2
0
15
R
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\
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_
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v
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o
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m
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\
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a
w
i
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\
E
d
g
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c
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b
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_
3
3
_
p
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w
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t
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w
_
c
o
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d
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F
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20
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40
50
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
22"x34"
50 Scale
Level Overrides=On
Canon Imgen.plt
WETLANDS
FILL IN
PERMANENT
TOTAL
SITE 2
SITE 1 0 AC
0.01 AC
0.01 AC 0.01 AC
0.01 AC
<0.01 AC
IMPACTS
WATER
SURFACE
PERMANENT
PERMANENT
IMPACTS
CHANNEL
EXISTING
30 LF
32 LF
62 LF 0.04 AC
0.04 AC
0 AC
113 LF
113 LF
0 LF
IMPACTS
WATER
SURFACE
TEMPORARY
TEMPORARY
IMPACTS
CHANNEL
EXISTING
0.05 AC
0.05 AC
0 AC
CLEARING
MECHANIZED
WETLANDS
IN
EXCAVATION
0 AC
0.01 AC
0.01 AC
STREAM & WETLAND IMPACTS
7/1/2015
SHEET 4 OF 7
PERMIT DRAWINGS
ELEV=48.87’
N: 722,177 E 2,416,266
BM#1
ELEV=49.41’
N: 722,390 E 2,416,358
BM#2
10
15
2
0
PI Sta 17+56.08
D
L = 224.76’
T = 113.33’
R = 711.00’
-L-
-L- POT Sta. 10+00.00
-L- POT Sta. 20+79.21
-L- PT Sta. 18+67.52
-L- PC Sta. 16+42.76
TYPE III
TYPE IIITYPE III
TYPE IIIGRAU-350
GRAU-350
-L- STA. 10+10.00
BEGIN CONSTRUCTION
-L- STA. 20+00.00
END CONSTRUCTIONC
C
C
C
C
C
C
C
C
C
C
C
C
C F F
C
C F
F
DS = 45 MPH
GRAU-350
F
F
C
F
C
F
C
F
F
F
F
F
C
C
C
C
F
C
C
C
C
C
F
GRAU-350
-L- STA. 13+93.81
BEGIN BRIDGE
-L- STA. 14+96.19
END BRIDGE
-L- STA. 13+82.81
BEGIN APPROACH SLAB
-L- STA. 15+07.19
END APPROACH SLAB
TYPE IIIGRAU-350
GRAU-350 TYPE III
TYPE III
TYPE III
-L- STA. 13+93.81
BEGIN BRIDGE
-L- STA. 13+82.81
BEGIN APPROACH SLAB
-L- STA. 15+07.19
END APPROACH SLAB
-L- STA. 14+96.19
END BRIDGE
10
’
10
’
3
’-
11"
3
’-
11"
-L-
BRIDGE / ROADWAY RELATIONSHIP
20
30
40
50
60 E
L
E
V
. =

5
5
.6
8
-
L
-

S
T
A
. 10
+
10
.0
0
B
E
G
I
N

G
R
A
D
E
E
L
E
V
. =

5
3
.11
-
L
-

S
T
A
. 2
0
+
0
0
.0
0
E
N
D

G
R
A
D
E
DS = 55MPH
-
L-

S
T
A
.

1
3
+
9
3
.
8
1
B
E
G
I
N

B
R
I
D
G
E
E
LE
V

=

5
3
.
4
5
1
3
+
4
6
.
9
4
LO
W

P
O
I
N
T
E
LE
V

=

5
2
.
7
3
1
8
+
8
2
.
4
2
LO
W

P
O
I
N
T
-
L-

S
T
A
.

1
4
+
9
6
.
1
9
E
N
D

B
R
I
D
G
E
DS = 55MPH DS = 55MPH
PI = 13+20.00
EL = 53.32’
(-)0.7613%(+)0.3000%
VC = 124’
K = 117
PI = 15+60.00
EL = 54.04’
(+)0.3000%(-)0.4406%
VC = 100’
K = 135
PI = 18+80.00
EL = 52.63’
(-)0.4406%(+)0.4000%
VC = 100’
K = 119
63.00
+98.00
63.00
+32.00
90.00
+46.00
PARCEL
1
EASE.
DRAIN.
PERM.
AREA
TOTAL
LT.
REMAINING
AREA
EASE.
CONST.
RIGHT OF WAY AREA DATA
NO.
PROPERTY OWNERS NAMES
2
3
EASE.
DRAIN.
TEMP.
TAKEN
AREA
RT.
REMAINING
AREA
34.94 AC
13.8 AC
STEPHEN W. STALLINGS
WAYNE STALLINGS LIFE ESTATE
TIDEWATER LAND AND TIMBER LLC
90.00
+24.00
28.26 AC
160 SF
3200 SF
0.12 AC
0.26 AC 13.46 AC
28.14 AC
(EX. R/W)
27.49
35.00
+40.00
(EX. R/W)
27.27
35.00
+61.00
(EX. R/W)
34.04
41.00
+91.00
(EX. R/W)
34.37
41.00
+13.00
(EX. R/W)
26.18
39.00
+71.00
(EX. R/W)
25.63
39.00
+13.00
(EX. R/W)
34.70
+89.00
(EX. R/W)
28.88
+02.00
(EX. R/W)
31.13
+02.00
(EX. R/W)
24.29
+50.00
S S SURFACE WATER
DENOTES IMPACTS IN
WETLAND
DENOTES FILL INFF
SITE 1
SITE 2
S
S
S
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
F
F
F
F
E E IN WETLAND
DENOTES EXCAVATION
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
5
O
V
E
R
F
L
O
W
O
T
T
E
R
C
R
E
E
K
OV E R F LO W
O T T E R C R E E K
OT
T
E
R

C
R
E
E
K
OTTER CREEK
TB 2GI
0403
0405
0406
15"
TB 2GI15" RCP-IV
18" RCP-IV
REMOVE EX. PIPE
EST 5 SY GEOTEXTILE
EST 1 TON
CLASS B RIP RAP
0404
PROFILE ALONG STRUCTURE
C-100-200-300 100 200
60
50
40
30
LEFT TB
RIGHT TB
RIGHT TB
LEFT TB
ELEV. = 51.66’
PROP. 100 YR
ALONG C OF STRUCTURE
PROP. ROADWAY SECTION
L
L
PROP. INV=41.63 PROP. INV=41.54
BRIDGE
REMOVE EXISTINGELEV. = 50.2’
PROP. 25 YR
= 48.8’
RECENT DRIFT
OVERFLOW CHANNEL
OVERFLOW CHANNEL
LENGTH ALONG C = 45’
BURIED 1’ W/ HEADWALL
34’-11"X8’-11’ ALUMINUM BOX CULVERT
SKEW = 85
C -L- STA 17+28 ELEV. 53.30L
2.0:1 (TYP.)
2.0:1 (TYP.)
LENGTH=45 LF
SLOPE=0.0020 FT./FT.
C INV.=41.59L
ELEV. 53.1’
STA 18+82.42
PROP. OT
300L
60
50
40
30
7/1/2015
SHEET 5 OF 7
PERMIT DRAWINGS
3
2
G
P
S
G
P
S
S
S
S
S
S
S S
S
(NOT LOCATED IN FIELD)
OF HOG PEN BRANCH
PROPERTY LINE IS CL
RR TIE
W
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
BRIDGE
CONC
-BL-101 (GPS)-BL-102
1
2
3
1
STEPHEN W. STALLINGS
DB 1574 PG 0736
MB 2 PG 15
STEPHEN W. STALLINGS
DB 1574 PG 0736
MB 2 PG 15
CHARISSA BRAWLEY
LEWIS SUMMERLIN AND
DB 1290 PG 590
LIFE ESTATE
WAYNE STALLINGS
MB 2 PG 71
DB 11E PG 173
LIFE ESTATE
WAYNE STALLINGS
DB 11E PG 173
MB 2 PG 71
DB 1176 PG 181
MB 2 PG 71
LOUISE E EDWARDS
DB 1492 PG 391
AND TIMBER LLC
TIDEWATER LAND
MB 1 PG 64
AND TIMBER LLC
TIDEWATER LAND
MB 1 PG 64
DB 1492 PG 391
19’ BST
SR 1614 EDGEWOOD CHURCH RD
16’ BST
SR 1614 EDGEWOOD CHURCH RD
19’ BST
-BL-103 (GPS)
TO SR 1616
TO SR 1615
2
3
DB 1122 PG 138
LIFE ESTATE
PROCTOR COBB
BETTY JERNIGAN
MB 1 PG 254
DB 1122 PG 138
LIFE ESTATE
PROCTOR COBB
BETTY JERNIGAN
MB 1 PG 254
N 0051’34" W286.00’
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
N
8
5
1
8
’
2
6
"
E
1
6
0
2.
0
2
’
N 3 4 1 7 ’1 8 " W
4 9 .3 2 ’
N 0000’58" E
58.10’
N
5
4
0
3
’4
2
" W
4
4
.14
’
N

6
0
0
0
’4
0
" W
7
8
.7
6
’
S

6
9
0
7
’
18
"
E
4
9
.
2
6
’
S

5
5
5
4
’3
5
" E
7
5
.2
6
’
N
8
4
0
1’
5
3
"
E
5
7.
1
4
’
N
26 59
’45"
E
234
.59
’
N

6
3
0
0
’15
" W
2
0
6
.6
9
’
S
5
0
18
’2
7
" E
4
9
.10
’
S 8059’35" E
44.13’
N 7942’57" E
29.09’
N

3
0
3
4
’4
4
" E
5
3
.
0
4
’
N 7330’04" E
31.57’
S 5112’52" E
17.72’
S 0048’09" E55.84’L1L2L3
L4
L
5
L6 L7
L8
L9
L10
LINE TABLE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
S 6314’04" W 7.99’
S 3110’19" E 13.22’
S 1645’39" W 21.42’
S 4052’43" W 10.85’
S 4356’16" E 17.17’
S 2005’48" W 28.78’
S 2005’48" W
S 0732’46" W 42.59’
S 7437’38" W 38.21’
S 5700’21" W 26.95’
18.61’
L11
L11 S 0817’24" E 5.93’
O
F
O
T
T
E
R

C
R
E
EK
P
RO
P
ER
T
Y

L
IN
E

IS

C
L
1.64’ R/W TO RR TIE
N 0623’38" E
26.39’
WOODS
DB 1290 PG 590
PATHWAY
INGRESS-EGRESS
GATE
DRIVE
SOIL
2
BLDG
1S BLK
FIELD
CULTIVATED
OF OTTER CREEK
PROPERTY LINE IS CL
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
18" RCP
BLOCK WW
WW(TYP)
CONC
WW(TYP)
CONC
BRIDGE 33 BRIDGE 34
0
2
0
2 0
3
0
4
0
1
0
1
0
0
0
2
0
3
0
4
0
1
0
0
0
2
5 0
2
5
0
1
0
2
0
3
0
4
21’
TYP
+
3
2
.
0
0
21’
TYP
+
7
0
.
7
6
10
’
10
’
1
0
’
1
0
’
0
2
5
0
2
5
NSRS 2007NAD 83/
17BP.4.R.58 & 59 4
R
E
V
IS
I
O
N
S

SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
7
/
1/
2
0
15
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l
\
D
r
a
w
i
n
g
s
\
E
d
g
e
c
o
m
b
e
_
3
3
_
p
r
m
_
p
s
h
_
b
u
f
.
d
g
n
F
k
e
y
s
20
30
40
50
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
22"x34"
50 Scale
Level Overrides=On
Canon Imgen.plt
SITE 2
TOTAL
SITE 1
IMPACTS
ZONE #1
BUFFER
IMPACTS
ZONE #2
BUFFER
BUFFER IMPACTS
555 SF
5340 SF
5895 SF
384 SF
1293 SF
1677 SF
7/1/2015
SHEET 6 OF 7
PERMIT DRAWINGS
ELEV=48.87’
N: 722,177 E 2,416,266
BM#1
ELEV=49.41’
N: 722,390 E 2,416,358
BM#2
10
15
2
0
PI Sta 17+56.08
D
L = 224.76’
T = 113.33’
R = 711.00’
-L-
-L- POT Sta. 10+00.00
-L- POT Sta. 20+79.21
-L- PT Sta. 18+67.52
-L- PC Sta. 16+42.76
TYPE III
TYPE IIITYPE III
TYPE IIIGRAU-350
GRAU-350
-L- STA. 10+10.00
BEGIN CONSTRUCTION
-L- STA. 20+00.00
END CONSTRUCTIONC
C
C
C
C
C
C
C
C
C
C
C
C
C F F
C
C F
F
DS = 45 MPH
GRAU-350
F
F
C
F
C
F
C
F
F
F
F
F
C
C
C
C
F
C
C
C
C
C
F
GRAU-350
-L- STA. 13+93.81
BEGIN BRIDGE
-L- STA. 14+96.19
END BRIDGE
-L- STA. 13+82.81
BEGIN APPROACH SLAB
-L- STA. 15+07.19
END APPROACH SLAB
TYPE IIIGRAU-350
GRAU-350 TYPE III
TYPE III
TYPE III
-L- STA. 13+93.81
BEGIN BRIDGE
-L- STA. 13+82.81
BEGIN APPROACH SLAB
-L- STA. 15+07.19
END APPROACH SLAB
-L- STA. 14+96.19
END BRIDGE
10
’
10
’
3
’-
11"
3
’-
11"
-L-
BRIDGE / ROADWAY RELATIONSHIP
20
30
40
50
60 E
L
E
V
. =

5
5
.6
8
-
L
-

S
T
A
. 10
+
10
.0
0
B
E
G
I
N

G
R
A
D
E
E
L
E
V
. =

5
3
.11
-
L
-

S
T
A
. 2
0
+
0
0
.0
0
E
N
D

G
R
A
D
E
DS = 55MPH
-
L-

S
T
A
.

1
3
+
9
3
.
8
1
B
E
G
I
N

B
R
I
D
G
E
E
LE
V

=

5
3
.
4
5
1
3
+
4
6
.
9
4
LO
W

P
O
I
N
T
E
LE
V

=

5
2
.
7
3
1
8
+
8
2
.
4
2
LO
W

P
O
I
N
T
-
L-

S
T
A
.

1
4
+
9
6
.
1
9
E
N
D

B
R
I
D
G
E
DS = 55MPH DS = 55MPH
PI = 13+20.00
EL = 53.32’
(-)0.7613%(+)0.3000%
VC = 124’
K = 117
PI = 15+60.00
EL = 54.04’
(+)0.3000%(-)0.4406%
VC = 100’
K = 135
PI = 18+80.00
EL = 52.63’
(-)0.4406%(+)0.4000%
VC = 100’
K = 119
63.00
+98.00
63.00
+32.00
90.00
+46.00
PARCEL
1
EASE.
DRAIN.
PERM.
AREA
TOTAL
LT.
REMAINING
AREA
EASE.
CONST.
RIGHT OF WAY AREA DATA
NO.
PROPERTY OWNERS NAMES
2
3
EASE.
DRAIN.
TEMP.
TAKEN
AREA
RT.
REMAINING
AREA
34.94 AC
13.8 AC
STEPHEN W. STALLINGS
WAYNE STALLINGS LIFE ESTATE
TIDEWATER LAND AND TIMBER LLC
90.00
+24.00
28.26 AC
160 SF
3200 SF
0.12 AC
0.26 AC 13.46 AC
28.14 AC
(EX. R/W)
27.49
35.00
+40.00
(EX. R/W)
27.27
35.00
+61.00
(EX. R/W)
34.04
41.00
+91.00
(EX. R/W)
34.37
41.00
+13.00
(EX. R/W)
26.18
39.00
+71.00
(EX. R/W)
25.63
39.00
+13.00
(EX. R/W)
34.70
+89.00
(EX. R/W)
28.88
+02.00
(EX. R/W)
31.13
+02.00
(EX. R/W)
24.29
+50.00
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 2
SITE 1
5
O
V
E
R
F
L
O
W
O
T
T
E
R
C
R
E
E
K
OV E R F LO W
O T T E R C R E E K
OT
T
E
R

C
R
E
E
K
OTTER CREEK
TB 2GI
0403
0405
0406
15"
TB 2GI15" RCP-IV
18" RCP-IV
REMOVE EX. PIPE
EST 5 SY GEOTEXTILE
EST 1 TON
CLASS B RIP RAP
0404
3
2
G
P
S
G
P
S
S
S
S
S
S
S S
S
(NOT LOCATED IN FIELD)
OF HOG PEN BRANCH
PROPERTY LINE IS CL
RR TIE
W
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
BRIDGE
CONC
-BL-101 (GPS)-BL-102
1
2
3
1
STEPHEN W. STALLINGS
DB 1574 PG 0736
MB 2 PG 15
STEPHEN W. STALLINGS
DB 1574 PG 0736
MB 2 PG 15
CHARISSA BRAWLEY
LEWIS SUMMERLIN AND
DB 1290 PG 590
LIFE ESTATE
WAYNE STALLINGS
MB 2 PG 71
DB 11E PG 173
LIFE ESTATE
WAYNE STALLINGS
DB 11E PG 173
MB 2 PG 71
DB 1176 PG 181
MB 2 PG 71
LOUISE E EDWARDS
DB 1492 PG 391
AND TIMBER LLC
TIDEWATER LAND
MB 1 PG 64
AND TIMBER LLC
TIDEWATER LAND
MB 1 PG 64
DB 1492 PG 391
19’ BST
SR 1614 EDGEWOOD CHURCH RD
16’ BST
SR 1614 EDGEWOOD CHURCH RD
19’ BST
-BL-103 (GPS)
TO SR 1616
TO SR 1615
2
3
DB 1122 PG 138
LIFE ESTATE
PROCTOR COBB
BETTY JERNIGAN
MB 1 PG 254
DB 1122 PG 138
LIFE ESTATE
PROCTOR COBB
BETTY JERNIGAN
MB 1 PG 254
N 0051’34" W286.00’
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
N
8
5
1
8
’
2
6
"
E
1
6
0
2.
0
2
’
N 3 4 1 7 ’1 8 " W
4 9 .3 2 ’
N 0000’58" E
58.10’
N
5
4
0
3
’4
2
" W
4
4
.14
’
N

6
0
0
0
’4
0
" W
7
8
.7
6
’
S

6
9
0
7
’
18
"
E
4
9
.
2
6
’
S

5
5
5
4
’3
5
" E
7
5
.2
6
’
N
8
4
0
1’
5
3
"
E
5
7.
1
4
’
N
26 59
’45"
E
234
.59
’
N

6
3
0
0
’15
" W
2
0
6
.6
9
’
S
5
0
18
’2
7
" E
4
9
.10
’
S 8059’35" E
44.13’
N 7942’57" E
29.09’
N

3
0
3
4
’4
4
" E
5
3
.
0
4
’
N 7330’04" E
31.57’
S 5112’52" E
17.72’
S 0048’09" E55.84’L1L2L3
L4
L
5
L6 L7
L8
L9
L10
LINE TABLE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
S 6314’04" W 7.99’
S 3110’19" E 13.22’
S 1645’39" W 21.42’
S 4052’43" W 10.85’
S 4356’16" E 17.17’
S 2005’48" W 28.78’
S 2005’48" W
S 0732’46" W 42.59’
S 7437’38" W 38.21’
S 5700’21" W 26.95’
18.61’
L11
L11 S 0817’24" E 5.93’
O
F
O
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R

C
R
E
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P
RO
P
ER
T
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L
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IS

C
L
1.64’ R/W TO RR TIE
N 0623’38" E
26.39’
WOODS
DB 1290 PG 590
PATHWAY
INGRESS-EGRESS
GATE
DRIVE
SOIL
2
BLDG
1S BLK
FIELD
CULTIVATED
OF OTTER CREEK
PROPERTY LINE IS CL
4
2
4
2
4
2
4
2
4
3
4
3
4
3
4
3
4
3
4
4
4
4
4
4
44
4
4
4
4
46
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46
4
6
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6
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4
6
4
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46
4
6
4
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46
4
6
47
4
7
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47
4
7
4
7
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47
4
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4
7
47
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47
4
7
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47
4
7
47
4
7
4
7
47
47
48
4
8
48
48
4
8
4
8
48
48
4
8
48
4 8
48
48
4
8
48
4
8
4
8
4
8
4
8
4
8
4
8
48
48
4
8
48
4
8
48
48
48
4
8
48
48
48
4
8
49
49
4949
4
9
49
4
9
4
9
49
4
9
49
49
4
9
49
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49
4
9
49
49
4
9
49
4
9
49
4
9
49
49
5
1
51
51
5
1
5151
5
1
51
5
1
5
1
5
1
51
51
51
5
1
5
1
5
1
51
51
51
51
51
51
52
52
52
5
2
52
52
52
52
5
2
5
2
5
2
52
52
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53
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5
3
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3
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53
5
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53
53
53
53
53
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53
53
5
3
53
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5
3
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5
4
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54 54
54
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5 4
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4
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4
54
54
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56
5
6
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56
5
6
56
56
5
6
5
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56
5
6
5
7
5
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57
5
7
57
58
58
58
5
8
5
9
5
9
5
9
59
59
61
6
2
64
4
5
4
5
45
45
4
5
4
5
4 5
4
5
4
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45
4
5
4
5
4
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4
5
4
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45
4
5
45
4
5
4
5
50
5
0
5
0
5
0
50
50
50
50
50
50
50
5
0
5
0
50
5
0
5
0
50
50
5
0
50
5
0
50 50
50
50
5
0
5
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50
5
0
50
50
50
5
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50
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5
0
55
5
5
55
55
55
5
5
55
55
55
55
55
55
5
5
55
5
5
55
55
55
55
5555
5
5
5
5
55
55
55
55
55
55
55
5
5
55
5
5
55
5
5
55
6
0
60
6
0
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
18" RCP
BLOCK WW
WW(TYP)
CONC
WW(TYP)
CONC
BRIDGE 33 BRIDGE 34
0
2
0
2 0
3
0
4
0
1
0
1
0
0
0
2
0
3
0
4
0
1
0
0
0
2
5 0
2
5
0
1
0
2
0
3
0
4
21’
TYP
+
3
2
.
0
0
21’
TYP
+
7
0
.
7
6
10
’
10
’
1
0
’
1
0
’
0
2
5
0
2
5
NSRS 2007NAD 83/
17BP.4.R.58 & 59 4
R
E
V
IS
I
O
N
S

SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8
/
1
7
/
9
9
7
/
1/
2
0
15
R
:
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c
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n
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.
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e
y
s
20
30
40
50
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
22"x34"
50 Scale
Level Overrides=On
Canon Imgen.plt
SITE 1
SITE 2
TOTAL
IMPACTS
ZONE #2
BUFFER
IMPACTS
ZONE #1
BUFFER
BUFFER IMPACTS
555 SF
5340 SF
5895 SF 1677 SF
1293 SF
384 SF
7/1/2015
SHEET 7 OF 7
PERMIT DRAWINGS
ELEV=48.87’
N: 722,177 E 2,416,266
BM#1
ELEV=49.41’
N: 722,390 E 2,416,358
BM#2
10
15
2
0
PI Sta 17+56.08
D
L = 224.76’
T = 113.33’
R = 711.00’
-L-
-L- POT Sta. 10+00.00
-L- POT Sta. 20+79.21
-L- PT Sta. 18+67.52
-L- PC Sta. 16+42.76
TYPE III
TYPE IIITYPE III
TYPE IIIGRAU-350
GRAU-350
-L- STA. 10+10.00
BEGIN CONSTRUCTION
-L- STA. 20+00.00
END CONSTRUCTIONC
C
C
C
C
C
C
C
C
C
C
C
C
C F F
C
C F
F
DS = 45 MPH
GRAU-350
F
F
C
F
C
F
C
F
F
F
F
F
C
C
C
C
F
C
C
C
C
C
F
GRAU-350
-L- STA. 13+93.81
BEGIN BRIDGE
-L- STA. 14+96.19
END BRIDGE
-L- STA. 13+82.81
BEGIN APPROACH SLAB
-L- STA. 15+07.19
END APPROACH SLAB
TYPE IIIGRAU-350
GRAU-350 TYPE III
TYPE III
TYPE III
-L- STA. 13+93.81
BEGIN BRIDGE
-L- STA. 13+82.81
BEGIN APPROACH SLAB
-L- STA. 15+07.19
END APPROACH SLAB
-L- STA. 14+96.19
END BRIDGE
10
’
10
’
3
’-
11"
3
’-
11"
-L-
BRIDGE / ROADWAY RELATIONSHIP
20
30
40
50
60 E
L
E
V
. =

5
5
.6
8
-
L
-

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. 10
+
10
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0
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.11
-
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-

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T
A
. 2
0
+
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0
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N
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DS = 55MPH
-
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DS = 55MPH DS = 55MPH
PI = 13+20.00
EL = 53.32’
(-)0.7613%(+)0.3000%
VC = 124’
K = 117
PI = 15+60.00
EL = 54.04’
(+)0.3000%(-)0.4406%
VC = 100’
K = 135
PI = 18+80.00
EL = 52.63’
(-)0.4406%(+)0.4000%
VC = 100’
K = 119
63.00
+98.00
63.00
+32.00
90.00
+46.00
PARCEL
1
EASE.
DRAIN.
PERM.
AREA
TOTAL
LT.
REMAINING
AREA
EASE.
CONST.
RIGHT OF WAY AREA DATA
NO.
PROPERTY OWNERS NAMES
2
3
EASE.
DRAIN.
TEMP.
TAKEN
AREA
RT.
REMAINING
AREA
34.94 AC
13.8 AC
STEPHEN W. STALLINGS
WAYNE STALLINGS LIFE ESTATE
TIDEWATER LAND AND TIMBER LLC
90.00
+24.00
28.26 AC
160 SF
3200 SF
0.12 AC
0.26 AC 13.46 AC
28.14 AC
(EX. R/W)
27.49
35.00
+40.00
(EX. R/W)
27.27
35.00
+61.00
(EX. R/W)
34.04
41.00
+91.00
(EX. R/W)
34.37
41.00
+13.00
(EX. R/W)
26.18
39.00
+71.00
(EX. R/W)
25.63
39.00
+13.00
(EX. R/W)
34.70
+89.00
(EX. R/W)
28.88
+02.00
(EX. R/W)
31.13
+02.00
(EX. R/W)
24.29
+50.00
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SITE 2
SITE 1
5
O
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O
T
T
E
R
C
R
E
E
K
OV E R F LO W
O T T E R C R E E K
OT
T
E
R

C
R
E
E
K
OTTER CREEK
TB 2GI
0403
0405
0406
15"
TB 2GI15" RCP-IV
18" RCP-IV
REMOVE EX. PIPE
EST 5 SY GEOTEXTILE
EST 1 TON
CLASS B RIP RAP
0404
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)
L 13+57 to 15+13 2 - 50' CORED SLAB BRIDGE <0.01 30.00
L 16+70 to 17+93 0.01 0.01 0.05 0.01 0.05 32.00 113.00
TOTALS*:0.01 0.01 0.05 0.01 0.05 62.00 113.00
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET 1 OF 1
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
DIVISION OF HIGHWAYS
SITE 1 - 100' CORED SLAB
BRIDGE
SITE 2 - 34' 11'X8'11"
ALUMINUM BOX CULVERT
34' 11'X8'11" ALUMINUM BOX
CULVERT
7/1/2015
EDGECOMBE COUNTY
NC DEPARTMENT OF TRANSPORTATION
17BP.4.R.58 & 59 (#33 & #34)
Rev May 2006
ROAD
CROSSING BRIDGE
PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
SITE 1 L 13+57 to 15+13 X 555 384 938
SITE 2 L 16+70 to 17+93 X 5340 1293 6633
TOTAL:5895 1677 7571 0.0 0.0 0.0
SHEET 1 OF 1
PROJECT: 17BP.4.R.58 & 59 (#33 & #34)

7/1/2015
EDGECOMBE COUNTY

BUFFER IMPACTS SUMMARY
TYPE
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
2 - 50' CORED SLAB
BRIDGE
34' - 11'X8'11"
ALUMINUM BOX
CULVERT
MITIGABLE
DIVISION OF HIGHWAYS
BUFFER
REPLACEMENT
IMPACT
N.C. DEPT. OF TRANSPORTATION
ALLOWABLE