20140836 Ver 1_Application_20140805

Page 1 of 11
PCN Form – Version 1.3 December 10, 2008 Version
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: 3886
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: Kipling Realignment
2b. County: Harnett County
2c. Nearest municipality / town: Lillington
2d. Subdivision name: NA
2e. NCDOT only, T.I.P. or state
project no: R-5523
3. Owner Information
3a. Name(s) on Recorded Deed: NA
3b. Deed Book and Page No. NA
3c. Responsible Party (for LLC if
applicable): NA
3d. Street address: NA
3e. City, state, zip: NA
3f. Telephone no.: NA
3g. Fax no.: NA
3h. Email address: NA

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PCN Form – Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name: Greg Burns, P.E./NCDOT/Div 6/Division Engineer
4c. Business name
(if applicable): NCDOT
4d. Street address: PO Box 1150
4e. City, state, zip: Fayetteville, NC 28302
4f. Telephone no.: [phone]
4g. Fax no.: [phone]
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: James J. Rerko, PWS
5b. Business name
(if applicable): NCDOT/Div 6/Division Environmental Officer
5c. Street address: PO Box 1150
5d. City, state, zip: Fayetteville, NC 28302
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]

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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): NA
1b. Site coordinates (in decimal degrees):
Latitude: Longitude: -
PS#1: 35.2863'N -78.4931 'W
PS#2: 35.2837'N -78.4918 'W
PS#3: 35.2861'N -78.4929 'W
PS#4: 35.2862 'N -78.4924 'W
PS#5: 35.2849 'N -78.4913 'W
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 3.13 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: PS#1- PS#4: Neills Creek; PS#5: Coopers Branch
2b. Water Quality Classification of nearest receiving water: WS-IV; WS-IV: HQW
2c. River basin: Cape Fear
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:
Kipling consists of an odd arrangement of RR track and roadway crosses. Harnett Central Rd (SR 2215) intersects with
Neil Smith Rd (SR 1575) and then dead ends into US 401. Neil Smith connects motorists with Kipling Rd (SR 1403),
which is the 'straight' way over US 401. This Railroad crossing is illegal. Motorists pass over RR tracks on both Harnett
Central Rd and Neil Smith Rd.
3b. List the total estimated acreage of all existing wetlands on the property:
0.170 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
89 LF intermittent stream, 158 LF intermittent tributary
3d. Explain the purpose of the proposed project:
The NCDOT Rail Division has determined that it is going to close an illegal RR crossing located within Kipling. Add turn
lane for traffic and school bus storage on US 401 to turn onto SR 2215.
3e. Describe the overall project in detail, including the type of equipment to be used:
The illegal railroad crossing will be closed on Neil Smith Rd. Harnett Central Rd (SR 2215) will be realigned beginning at
US 401 and ending near Ballard Rd (SR 1437). Neil Smith Rd (SR 1575) will be lengthened to connect with the new
alignment into Harnett Central Rd so that service on this road is still available. Impacts will be minimized as much as
possible. The culverts will be replaced utilizing a track-hoe excavator. While front end loaders will place fill material.
Eventually a motor grader will finish grade the project prior to paving.
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:
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): L. Sauls and E. Hajnos
Agency/Consultant Company: Lochner
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Mason Herndon, NC DWQ made stream determinations 12/10/13

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PCN Form – Version 1.3 December 10, 2008 Version

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.

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

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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)
W1 P T Yes
No
Corps
DWQ
W2 P T Fill Headwater Forest Yes
No
Corps
DWQ
0.167acres
(0.03acres
Temp)
W3 P T Yes
No
Corps
DWQ
W4 P T Yes
No
Corps
DWQ
W5 P T Fill Headwater Forest Yes
No
Corps
DWQ
0.003acres
(0.03acres
Temp)
W6 P T Yes
No
Corps
DWQ
2g. Total wetland impacts 0.17 acres
2h. Comments: A total of 0.06acres of temporary impacts due to hand clearing shall be incurred.
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 PER
INT
Corps
DWQ
S2 P T PER
INT
Corps
DWQ
S3 P T Culvert
Unnamed
Tributary of Neils
Creek
PER
INT
Corps
DWQ 6 ft
89 LF
(20 LF
Temp)
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 89 LF
3i. Comments: 20LF of temporary impacts will be incurred for dewatering.

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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 NA Culvert Unnamed Tributary
of Neils Creek
0.006acres
(0.002acres Temp)
O2 P T
O3 P T
O4 P T NA Culvert Unnamed Tributary
of Neils Creek
0.005acres
(0.002acres Temp)
4f. Total open water impacts 0.011acres
4g. Comments: 0.004acres of temporary impacts will result from dewatering.
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 NA
P2
5f. Total
5g. Comments:
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:

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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 NA Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts
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.
NCDOT Rail Division is closing an existing illegal RR crossing on Neil Smith Rd. Realign Harnett Central Rd to increase
turning distance for school buses from US 401 onto Kipling Rd.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Appropriate Erosion Control measures shall be in place so that the surrounding wetlands and streams are not disturbed and
downstream water quality is not negatively effected. Hand clearing shall be done instead of mechanical clearing.
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 NA Quantity NA

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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: NA

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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: Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 33 %
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:
Please see attached management plan
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? NA
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

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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.
This is a road realignment and shall not in and of itself increase traffic volumes. Therefore, a detailed indirect or
cumulative effects study will not be necessary.
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.
NA

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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?
NCDOT Rail Division completed a review of this project area in July 2010. On site field reviews done by NCDOT
Environmental staff and NCDWQ staff between 2010-2013.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish ha bitat? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
USFWS website- http://www.fws.gov/nc-es/fish/fish.html
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 Rail Division completed a review of this project area in July 2010.
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: NA
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping website (Tile # 0642)

Greg Burns, P.E.

Applicant/Agent's Printed Name

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

August5 ,2014

Date

1
TIP R-5523 (SR 1403 @ US 401 Harnett County

PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):

B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
James J. Rerko, PWS NCDOT Box 1105 Fayetteville, NC 28302

C. DISTRICT OFFICE, FILE NAME, AND NUMBER:

D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Along
US 401 at the intersection of SR 1403 in Kipling
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State:NC County/parish/borough: Harnett City: Kipling
Center coordinates of site (lat/long in degree decimal format): Lat. 35.2861°
Pick List, Long. -78.4929° Pick List.
Universal Transverse Mercator:
Name of nearest waterbody: Neills Creek

Identify (estimate) amount of waters in the review area:
Non-wetland waters: 245 linear feet:.width (ft) and/or.
Cowardin Class: Riverine
Stream Flow: Intermittent
Wetlands: 0.17 acres.
Cowardin Class: forested

Name of any water bodies on the site that have been identified as Sectio n 10
waters:
Tidal:
Non-Tidal:

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
Office (Desk) Determination. Date:
Field Determination. Date(s):
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
2
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.

2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
“pre-construction notification” (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant’s acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whe ther
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there “may be” waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
3
Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: .
Data sheets prepared/submitted by or on behalf of the
applicant/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps: .
Corps navigable waters’ study: .
U.S. Geological Survey Hydrologic Atlas: .
USGS NHD data.
USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name:Lillington, NC.
USDA Natural Resources Conservation Service Soil Survey. Citation:
.
National wetlands inventory map(s). Cite name: .
State/Local wetland inventory map(s): .
FEMA/FIRM maps: .
100-year Floodplain Elevation is: (National Geodectic Vertical Datum
of 1929)
Photographs: Aerial (Name & Date): .
or Other (Name & Date): .
Previous determination(s). File no. and date of response letter: .
Other information (please specify): .

IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.

_________________________ __________________________
Signature and date of Signature and date of
Regulatory Project Manager person requesting preliminary JD
(REQUIRED) (REQUIRED, unless obtaining
the signature is impracticable)
4
R-5523 (SR 1403 @ US 401 Harnett County
Site
number Latitude Longitude Cowardin
Class
Estimated
amount of
aquatic
resource in
review area
Class of
aquatic
resource
1 35.2863 -78.4931 Riverine 0.01acre Non-section 10
–non-wetland
Tributary
2 35.2837 -78.4918 Riverine 0.167 acre Non-section 10
- wetland
3 35.2861 -78.4929 Riverine 84LF Non-section 10
–non-wetland
Stream
4 35.2862 -78.4924 Riverine 0.01 acre Non-section 10
–non-wetland
Tributary
5 35.2849 -78.4913 Riverine 0.003 acre Non-section 10
- wetland

P. O. Box 1150, Fayetteville, NC 28302-1150 - Telephone [phone]- Fax [phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION

PAT MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY

August 5, 2014
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
P.O. Box 1890
Wilmington, North Carolina 28402-1890

ATTN: Ms. Elizabeth Hair
NCDOT Coordinator
Dear Sir:
Subject: Notification for Nationwide Permit 14 (Minor Road Crossing)
NCDENR 401 WQC 3886
Safety Improvement Project- SR 1403 Harnett County
State Project Number: R-5523

The North Carolina Department of Transportation (NCDOT), Division of Highways (Division 6)
in conjunction with the Rail Division have redesigned the intersection of Harnett Central Rd (SR
2215) and US 401 in Harnett County. Total project length is 0.431mi. This project will impact
jurisdictional streams, tributaries and wetlands:

Crossing Roadway Station Existing Culvert Proposed Culvert
Permit Site #3 Sta. 14+80 -L- NA 2 (84 LF 24” RCP)

New Stream Impacts = 89 linear feet

Crossing Roadway Station Existing Culvert Proposed Culvert
Permit Site #1 Sta. 12+82 -L- NA 88 LF 24” RCP
Permit Site #4 Sta. 12+30 -Y2- NA 68 LF 24” RCP

New Surface Water Impacts = 0.02 acres

Wetland Roadway Station Wetland Impacts
Permit Site #2 Sta. 13+55-Sta. 14+60 -L- 0.167 acres
Permit Site #5 Sta. 27+17-Sta. 28+70 -Y1- (Lt) 0.003 acres

New Wetland Impacts = 0.170 acres

Construction of this project will require impacts to the waters of the United States in the Cape
Fear River Basin. The project is located within the 03030004 Hydrologic Unit, sub basin 03-06-
07. Permit Sites #1 thru 4 are unnamed tributaries of Neills Creek (WS-IV). Permit Site #5
drains into Coopers Branch (WS-IV: HQW).

The existing intersection of SR 2215 and US 401 is a dangerous condition. SR 2215is the
East/West route for school bus traffic from Harnett Central Schools. Currently, there are two rail
crossings in Kipling; one along SR 2215 approximately 130 feet East of SU 401 and the second,
250 feet North of the SR 2215 crossing. The second rail crossing is upon private land that lines
up with Kipling Road (SR 1403). The second crossing is not signalized and Norfolk/ Southern
wants to eliminate it. Thus, the problem; traffic (including school buses) turn onto US 401 and
then must turn onto SR 1403 to go East/West. The minimal distance will not allow for a turn
lane. SR 2215 will be relocated to intersect US 401 630 feet to the South of its existing location.
This will create a 955 feet separation between SR 2215 and SR 1403 which will allow for a
center turn lane to accommodate the necessary turn movements.

This project has been studied by the NCDOT Rail Division since 2009 and the presented design
was chosen over the 4 alternatives developed from the study. Additionally, the location of the
intersection of SR 2215 and US 401 does not have an impact upon existing residential uses along
US 401.

Permit Site #1 Is located at Station 12+82 -L-. A 88 LF 24” RCP will convey an intermittent
tributary under the relocated SR 2215 resulting in a total of 0.01acres of new surface water
impacts. Rip-rap stone will be placed on the downstream slope for protection. Also, a Drop Inlet
connected to a 15” RCP shall carry drainage from the railroad tracks into the tributary. Drainage
shall flow into the 24” RCP and empty into a rip rap outlet structure resulting in <0.01acres of
addition impacts. An additional 10LF up and downstream will be temporarily impacted for
dewatering.

Permit Site #2 impacts upon 0.17 acres of Headwater Forest wetlands from Sta. 13+55 to Sta.
14+60. In addition to the proposed fill an 76LF 18” RCP will be installed under the fill to keep
hydrology from flooding into the Norfolk Southern Railroad. Hand clearing of 0.04acres will be
completed. All necessary NCDOT BMP’s will be installed to protect the environmental features.

Permit Site #3 is the installation of twin 84 LF 24” RCP’s at Sta. 14+80 -L- . The pipes impact
an intermittent stream which is tributary to Neills Creek. The stream rated 23.5 with the
NCDWR stream assessment form. The pipes will be buried 4.8” and 20LF of temporary
dewatering impacts will occur.

Permit Site #4 is an intermittent tributary upstream of Permit Site #3. A proposed 68SR LF 24”
RCP at Station 12+30 -Y2- will be installed; incurring 0.01acres of new surface water impacts.
Rip rap placed within the channel for stabilization will result in <0.001acres of addition
permanent impacts. Also, 10LF of temporary impacts for dewatering purposes will be occured.
Immediately downstream of Permit Site #4 is currently a 25 LF15” RCP which provides access
to the back farm field and will be removed under an easement in conjunction with this project.

Permit Site #5 Is located from Station 27+17 thru Station 28+70 -Y1- (Lt) and is a Headwater
Forest (NCWAM). 0.003acres of this wetland shall be filled for slight roadway widening in

order to increase the turning capabilities from US 401 onto SR 1403; Kipling Rd. 0.03acres of
Hand clearing shall take place to increase sight distance.

RESOURCE STATUS

In general, there will be impacts proposed as a result of the replacement of the culvert and
wetland fill associated with R-5523 in Harnett County. A Nationwide Permit #14 / NCDENR
401 WQC 3886 is required for the project.

Endangered Species: Plants and animals with Federal classification of Endangered (E) or
Threatened (T) are protected under provisions of Section 7 and Section 9 of the Endangered
Species Act of 1973, as amended. As of September 22, 2010, the U.S. Fish and Wildlife Service
lists four (4) federally protected species for Harnett County.

Federally Protected Species for Harnett County
SCIENTIFIC NAME COMMON NAME STATUS
Picoides borealis Red-cockaded woodpecker E
Haliaeetus leucocephalus Bald Eagle BGPA
Lyimachia asperulaefolia Rough-leaved loosestrife E
Notropis mekistocholas Cape Fear Shiner E

“E” denotes Endangered (a species that is in danger of extinction throughout
all or a significant portion of its range).
T(S/A)- Threatened due to similarity of appearance, a species that is threatened
Due to similarity of appearance with other rare species and is listed for its
Protection. These species are not biologically endangered or threatened and
Are not subject to Section 7 consultation.

A biological conclusion of “No Effect” was reached for all species during the February 18, 2012
survey for protected species. Protected species were not identified, nor, was the general habitat
for each species identified.

REGULATORY APPROVALS

Application is hereby made for a Department of the Army Nationwide Permit 14 / NCDENR 401
WQC 3886 as required by the above-described activities.

The National Register was reviewed in addition to conducting a field view of the project for
significant historic features.

The project impacts are minor in nature and should not remove or degrade existing water quality
uses. Pipe size proposed are the minimum necessary to create a safe highway while
accommodating the 25-year design storm. By utilizing the erosion control measures,

downstream water quality standards will be protected. All appropriate BMP’s will be utilized
during construction.

Attached is a Preconstruction Notification Form, plan sheets, marked county road map, quad
location map and photographs.

If you should have any questions, or need additional information please contact James J. Rerko,
PWS at [phone].

Sincerely,

James J. Rerko, PWS
Division 6 Environmental Officer

ATTACHMENTS

Cc: Amy Chapman, Division of Water Quality (Electronic copy)
Mason Herndon, Division of Water Quality (Electronic copy)
Greg Burns, P.E., Division Engineer
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will thi? project occur in or near an area with federally protected species or � Yes � No
habitat.
5b. Have you checked with the USFWS concerning Endangered Species Act yes
impacts? ❑ � No
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NCDOT Rail Division completed a review of this project area in July 2010. On site field reviews done by NCDOT
Environmental staff and NCDWQ staff beriveen 2010-2013.
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?
USFWS website- http://www.fws.gov/nc-es/fish/fish.html
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 � Yes � No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCDOT Rail Division completed a review of this project area in July 2010.
8. Flood Zone Designation (Corps Requirement)
Sa. W ill this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
Sb. If yes, explain how project meets FEMA requirements: NA
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping website (Tile # 0642)
Greg Burns, P.E. 1 l 5 August5 ,2014
I f�W
ApplicanUAgenYs Printed Name ' � ApplicanU �ent s Sig ature �`P y Date
(AgenYs signa is valid odly if an authorizafion letter from the pplic�%t
� is provided. ! N,�(/�
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

downstream water quality standards will be protected. All appropriate BMP's will be utilized
during construction.
Attached is a Preconstruction Notification Form, plan sheets, marked county road map, quad
location map and photographs.
If you should have any questions, or need additional information please contact James J. Rerko,
PWS at [phone].
ATTACHMENTS
, dws
ital Officer
Ca Amy Chapman, Division of Water Quality (Electronic copy)
Mason Hemdon, Division of Water Quality (Electronic copy)
Greg Burns, P.E., Division Engineer

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HARNETT COUNTY
DIVISION OF HIGHWAYS
NCDOT
REALIGNMENT OF HARNETT
CENTRAL RD. AT US 401
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9 JERRY & SUSAN S. VUNCANNON
14 RICHARD H. HILLMAN JR.
15 & 16
& REBECCA L. DANIELS
BUEL SLATER COMBS, IV
KIPLING, NC 27543
P.O. BOX 99
ANGER, NC 27501
784 RIDGE ROAD
FUQUAY VARINA, NC 27526
6430 US HWY 401
18 JAMES UPCHURCH
MORRISVILLE, NC 27560
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7
.06
.06
.23
.0
7.1
4
.07
.33
.10
.1
5
.0
8
.0
4
.05 .04
.11
.1
0
.02
.02 .1
3
.06
.
1
2
.2
5
.
0
8
.
3
0
.1
6
.19
.26
.14
.1
4
.
0
4
.09
.18
.11
.
1
5
Olive Branch
Cemetery
LafayetteSch.
Harnett Central
N
eils
Creek
H ector
Kipling
Bethlehem
Ch.
.10
2273 .12
.8
3
.70
Cem.
Smith
.09
.08
.09 .04
.21
.5
2
.3
0
.3
2
1.18
.
6
2
.6
2
1.0
1
.18
1.
0
3
1.97.
0
9
.
20 .07
.08
.61
.60
Middle and High
401
210
401
STREAM A
@ SB-1
BEG. STREAM B
@ SA-1
BEG. STREAM A
@ SA-16
END STREAM A
@ SB-5
END STREAM B
15" RCP
15" RCP
15" RCP
12" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" CMP
18" RCP
18" RCP
18" RCP
12
" R
C
P
15" RCP
15" RCP
15" RCP
18" RCP
12" RCP
15" RCP
15" RCP
24" CMP
15" RCP
18" RCP
24" RCP
15" RCP
15
" RCP
N
A
D

8
3
\
N
C

G
R
ID
4 5
6
See Sheet 1-A For Index of Sheets
See Sheet 1-B For Conventional Symbols
PROJECT
BEGIN
PROJECT
END
VICINITY MAP FOR STATE PROJECT R-5523
TOTAL LENGTH STATE TIP PROJECT R-5523= 0.431 Miles
1
1
BEGIN STATE PROJECT
-L- STA. 10+00.00
(R-5523)END CONST.
END STATE PROJECT
-L- STA. 32+76.80
(R-5523)
TO LILLINGTON
T
O

N
C

2
10
FU
Q
U
AY-
VARIN
A
TO
SO
U
T
E
RN
R.R.
N
O
RFO
LK
-L-
-
Y3-
-
Y
2
-
OCTOBER 21, 2014
SEPTEMBER 30, 2013

HARNETT COUNTY
REALIGNMENT OF HARNETT CENTRAL ROAD AT
US 401 AND EXTENSION OF NEIL SMITH ROAD
(SR 1575)
SIGNING AND PAVEMENT MARKERS

25’50’100’50’
25’50’100’50’
5’10’20’10’
DHV
D
T
V
=
=
=
=
=
=
9,900
18,900
10
3
40
%
%
MPH
ADT
ADT
2013
2035
% *
DUAL

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
* TTST =2%
FUNC CLASS =
SUB REGIONAL TIER
0
0
0
PROFILE (HORIZONTAL)

45548.1.1 PE

STPDA-1403(13)

PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES

PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
R-5523 DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
9
:
0
5
:
5
2

A
M
P
:
\
10
0
0
0

C
o
n
s
u
lt
a
n
t
s
\
10
5
14

H
W

L
o
c
h
n
e
r
\
10
5
14
-
0
0
6

R
-
5
5
2
3

H
a
r
n
e
t

C
e
n
t
r
a
l
R
o
a
d
\
H
y
d
r
a
u
li
c
s
\
P
E
R
M
IT
S
_
E
n
v
i
r
o
n
m
e
n
t
a
l\
D
r
a
w
i
n
g
s
\
R
5
5
2
3
_
R
D
Y
_
T
S
H
.
d
g
n
r
e
i
d
r
o
b
o
l
C
O
N
T
R
A
C
T
:
T
I
P

P
R
O
J
E
C
T
:
A
R
T
MEN
N
A
S
O
H
D
E
P
T
O
F TRA SPORT
T
IO
N
T
A TEOFN RT
CAR
O
LI
N
A
DAVID W. MARTIN
BRIAN K. EASON, PE
K
I
PLI
N
G
C
H
U
R
C
H
R
O
A
D
-Y1- (US 401)
R
-
5
5
2
3
2
5
%

S
U
B
M
I
T
T
A
L
(
SR
1
4
0
3)
KI
PLI
N
G
RO
AD
(SR 1575)
NEIL SMITH RD
-N
S_TR
K-
LENGTH ROADWAY TIP PROJECT R-5523= 0.431 Miles
H. W. LOCHNER, INC.
2840 PLAZA PLACE, SUITE 202
RALEIGH, NC 27612
H. W. LOCHNER, INC.
2840 PLAZA PLACE, SUITE 202
RALEIGH, NC 27612 Number F-0159
NC License
RALEIGH, NC
DIVISION OF HIGHWAYS
DEPARTMENT OF TRANSPORTATION
PREPARED FOR
PLANS COORDINATED BY:
RURAL COLLECTER
(
SR
2215)
H
A
R
N
E
T
T
C
E
N
TR
A
L
R
O
A
D
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
THE LIMITS ESTABLISHED BY METHOD .
-
Y
5-
-
Y
4
-
(
S
R
1
4
3
7
)
B
A
L
L
A
R
D
R
D
55
45548.2.1
45548.3.1
RW, UTIL
CONST
GRADING, DRAINAGE, PAVING, RAIL CROSSING,
Jerry Bradley, P.E. - Div. 6 Operations Engineer
-Y1- STA. 10+30.20
BEGIN CONSTUCTION
-Y1- STA. 30+64.60
END CONSTUCTION
-Y2- STA. 20+95.70
END CONSTUCTION
-Y3- STA. 12+28.34
END CONSTUCTION
-Y4- STA. 11+27.26
END CONSTUCTION
STPDA-1403(13)
STPDA-1403(13)
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 5
SITE 4
SITE 3
SITE 2SITE 1
SHEET __ OF __
PERMIT DRAWING
REV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9
:
0
5
:
5
6

A
M
P
:
\
1
0
0
0
0

C
o
n
s
u
l
t
a
n
t
s
\
1
0
5
1
4

H
W

L
o
c
h
n
e
r
\
1
0
5
1
4
-
0
0
6

R
-
5
5
2
3

H
a
r
n
e
t

C
e
n
t
r
a
l

R
o
a
d
\
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
\
R
5
5
2
3
_
R
D
Y
_
P
S
H
4
.
d
g
n
r
e
i
d
r
o
b
o
l
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
R-5523
24" RCP-IV
24" RCP-III
SEE DETAIL #1
SPECIAL CUT DITCH
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 10+00 TO STA. 18+50 Y1 LT
DETAIL #1
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
15"
REMOVE
REMOVE15"
REMOVE18"
18"
REMOVE
REMOVE
RE
MOVE
EST 14 SY GEOTEXTILE
EST 5 TONS
CLASS B RIP RAP
d
2:
1
B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM STA. 12+38 TO STA. 16+00 Y2 RT
DETAIL #2
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner= CLASS B RIPRAP
Ground
Natural
Ditch
Slope
Front
Geotextile
SEE DETAIL #2
BASE DITCH
SPECIAL CUT
SEE DETAIL #3
LINED W/ CLASS B RIPRAP
SPECIAL LATERAL V DITCH
SEE DETAIL #3
LINED W/ CLASS B RIPRAP
SPECIAL LATERAL V DITCH
24" RCP-IV
24" RCP-IV
EST 15 SY GEOTEXTILE
EST 6 TONS
ON BANKS ONLY
CLASS B RIP RAP
EST 15 SY GEOTEXTILE
EST 6 TONS
ON BANKS ONLY
CLASS B RIP RAP
18" RC
P-III
24" RC
P-III
EST 15 SY GEOTEXTILE
EST 6 TONS
ON BANKS ONLY
CLASS B RIP RAP
EST 10 SY GEOTEXTILE
EST 3 TONS
CLASS B RIP RAP
REMOVE
REMOVE
REMOVE
TB 2GI
TB 2GI
15" RCP-III
SEE DETAIL #3
LINED W/ CLASS B RIPRAP
SPECIAL LATERAL V DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
2:
1
FROM STA. 12+30 TO STA. 14+00 Y2 LT
FROM STA. 14+60 TO STA. 16+00 L RT
FROM STA. 12+82 TO STA. 13+26 L LT
DETAIL #3
Max. d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner=CLASS B RIP RAP
Slope
Fill
Flatter4:1 or
Ground
Natural
Geotextile
DI
DI
15" RCP-III
EX. 15" REMOVE
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
+/-STA. 12+10 Y2 RT
DETAIL #8
*When B is < 6.0’
Type of Liner= COIR FIBER MATTING
Ground
Natural
Ground
Natural
B=4.0 Ft.
D=4.0 Ft.
DDE = +/-70 CY
SEE SHEET NO. 2-C
COIR FIBER MAT BANKS
SEE DETAIL #8
STD 4.0’ BASE DITCH
T
3701 NA
3701 NL
T
2543
305.37
T
MULCH
S
T
A
C
KE
D
T
IMB
E
R
S
WELL
SEPTIC
6" PVC
GRAVEL
GRAVEL
CONC.
CONC.CONC.CONC.CONC.CONC.CONC.
GRAVEL
ASPHALT
36" DIP
WELL
WELL
SHED
SHED
SHEDS
HEADWALL
HEADWALLS
1SBD
1SFD
1SBD
1SBD
1SBD
1SBD
MILE POST 9
1SFD
BUS
1SB
2SBD
CANOPY
S
HE
L
T
E
R
S
T
OR
A
GE
OP
E
N
A
IR
BSTUS 401
15" RCP
15" RCP
15" RCP
12" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" CMP
2
4"
C
M
P
15" RCPCONC.BLOCK
&
N
65
36’
38"
W
115.
91’
N2
5
1
7
’4
4
"E
1
1
9
.5
9
’
N4549’33"
W
183.49’N53
40’04"
W
215.27’
N5
6
4
3’3
0"
W
2
3
6.4
8’
N
6
2
1
1’
5
8"
W
1
8
3.
3
0’
N5
7
0
7’0
4"
W
1
7
5.8
9’
N4833’36"E
69.89’
S3940’16"E
193.00’
N4625’16"
W 266.80’
S4615’20"E246.69’
N31
01’01"E
321.74’
N4802’21"E 240.51’
N
29
42’37"E
93.40’
N2
7
4
3
’0
2
"E
1
0
9
.7
9
’
S68
01’
26"
E173.
78’
2
0
7
.7
3
’
S
1
9
3
3
’2
0
"
W
3
0
2
.8
6
’
S
1
9
4
3
’5
9
"
W
126.90’
N
31
03’12"E
2
2
.4
6
’
N
0
7
2
4
’0
7
"
E
9
1
.1
6
’
N
0
7
2
4
’0
7
"
E
6
1
1
.
0
9
’
S
0
7
0
5
’
3
4
"
E
S3124’15"W
70.50’
MAP 2008-267
DB 2244-332
PIN 0652-39-1099
HOKE SMITH TRUST
P
C
#
F
-S
LIDE
2
9
0
-C
DB 2
8
4
7
/6
72
P
IN 06
52
-3
8-2
4
4
2
DB 766-486
PIN 0652-39-1040
COLLINS, ROYCE LEE
DB 1817/661
PIN 0652-29-9174
SIMMONS, ROSE A.
MAP 2012-518
PIN 0652-29-8064
& DAN A. SMITH
SMITH, MAX D. JR.
DB 98E-229
PIN 0652-28-7954
KENDALL, JAMES
DB 654/879
PIN 0652-28-6813
, JOHN M.MATHEWS
DB 1245/756
PIN 0652-28-6478
DORIS E.
MURRAY, WILLIAM &
DB 3068/1
PIN 0652-28-2667
EDWARDS, MICHAEL
DB 899/992
PIN 0652-28-9881
HILLMAN, JR., RICHARD H.
PC#F-SLIDE 290-C
DB 2847/672
PIN 0652-38-2442
UPCHURCH, JAMES
DB 2750/476-478
PIN 0652-28-7690
L. DANIELS
SLATER & REBECCA
COMBS IV, BUEL
UP
C
HURC
H, JA ME
S
DB 2750/476-478
PIN 0652-28-8688
& REBECCA L. DANIELS
COMBS IV, BUEL SLATER
DB 2244/332
PIN 0653-19-5096
HOKE SMITH TRUST
4-Y1- STA 20+00.00MATCH TO SHEET 6
-
L
-

S
T
A

19
+
0
0
.
0
0
M
A
T
C
H

T
O

S
H
E
E
T

5
SEE SHEET 7 FOR -L- PROFILE
SEE SHEET 8 FOR -Y2- PROFILE
N
A
D

8
3
/ 1
1
-Y2- STA 15+00.00
MATCH TO SHEET 6
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’50’100’50’
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET __ OF __
PERMIT DRAWING
15
20
15
HARNETT CENTRAL ROAD (SR-2215)
PI Sta 14+62.38
L = 532.99’
T = 285.52’
R = 600.00’
D
-L-
-Y2-
-L- POT Sta. 18+07.00=
-L- PT Sta. 17+09.84
BEGIN STATE PROJECT R-5523
-L- STA. POT Sta. 10+00.00=
BEGIN CONSTRUCTION
-L- STA. PC Sta. 11+76.85
-Y1- POT Sta. 10+00.00
-Y1- TS Sta. 18+43.76
-Y1- SC Sta. 19+93.76
15
-Y1- STA. POT 10+30.20
C
e = 08
e = 05 e = 05
Run Off = 103’Run Off = 103’
Run Off = 166’
-Y1- STA. POT Sta. 14+90.45
FCF
C
C
C
C
-NS_TRK- POT Sta. 10+00.00
-NS_TRK- TS Sta. 14+11.38
-NS_TRK- SC Sta. 16+11.38
PI Sta 11+16.21
D
L = 107.51’
T = 53.90’
R = 600.00’
PI Sta 14+62.64
D
L = 356.56’
T = 185.24’
R = 533.00’
-Y2- POT Sta. 10+00.00
-Y2- PC Sta. 10+62.31
-Y2- PT Sta. 11+69.81
-Y2- PC Sta. 12+77.40
C
CAT
C
F
C
F
F
F
F
F
C
C
C
C
C
F
F
C
C
F
C
F
F
C
C
F
C
C
C
C
C
C
C
GRAU 350
NEW HARNETT CENTRAL RD.
SITE 1
SITE 2
SITE 3
SITE 4
1
2
3
4
5
6
12
13
14
15
15
17
18
18
18
45.00’ LT
+17.56
57.80’ LT
+55.38
69.06’ LT
+53.46
72.36’ LT
+73.09
61.04’ LT
+75.13
62.15’ LT
+10.71
73.30’ LT
+12.16
70.49’ LT
+32.06
59.30’ LT
+30.52
45.58’ LT
+75.97
REV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9
:
0
6
:
0
1 A
M
P
:
\
1
0
0
0
0

C
o
n
s
u
l
t
a
n
t
s
\
1
0
5
1
4

H
W

L
o
c
h
n
e
r
\
1
0
5
1
4
-
0
0
6

R
-
5
5
2
3

H
a
r
n
e
t

C
e
n
t
r
a
l

R
o
a
d
\
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
\
R
5
5
2
3
_
R
D
Y
_
P
S
H
4
_
c
o
n
.
d
g
n
r
e
i
d
r
o
b
o
l
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
R-5523
24" RCP-IV
24" RCP-III
SEE DETAIL #1
SPECIAL CUT DITCH
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM STA. 10+00 TO STA. 18+50 Y1 LT
DETAIL #1
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
15"
REMOVE
REMOVE15"
REMOVE18"
18"
REMOVE
REMOVE
RE
MOVE
EST 14 SY GEOTEXTILE
EST 5 TONS
CLASS B RIP RAP
d
2:
1
B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM STA. 12+38 TO STA. 16+00 Y2 RT
DETAIL #2
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner= CLASS B RIPRAP
Ground
Natural
Ditch
Slope
Front
Geotextile
SEE DETAIL #2
BASE DITCH
SPECIAL CUT
SEE DETAIL #3
LINED W/ CLASS B RIPRAP
SPECIAL LATERAL V DITCH
SEE DETAIL #3
LINED W/ CLASS B RIPRAP
SPECIAL LATERAL V DITCH
24" RCP-IV
24" RCP-IV
EST 15 SY GEOTEXTILE
EST 6 TONS
ON BANKS ONLY
CLASS B RIP RAP
EST 15 SY GEOTEXTILE
EST 6 TONS
ON BANKS ONLY
CLASS B RIP RAP
18" RC
P-III
24" RC
P-III
EST 15 SY GEOTEXTILE
EST 6 TONS
ON BANKS ONLY
CLASS B RIP RAP
EST 10 SY GEOTEXTILE
EST 3 TONS
CLASS B RIP RAP
REMOVE
REMOVE
REMOVE
TB 2GI
TB 2GI
15" RCP-III
SEE DETAIL #3
LINED W/ CLASS B RIPRAP
SPECIAL LATERAL V DITCH
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
D
d
2:
1
FROM STA. 12+30 TO STA. 14+00 Y2 LT
FROM STA. 14+60 TO STA. 16+00 L RT
FROM STA. 12+82 TO STA. 13+26 L LT
DETAIL #3
Max. d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner=CLASS B RIP RAP
Slope
Fill
Flatter4:1 or
Ground
Natural
Geotextile
DI
DI
15" RCP-III
EX. 15" REMOVE
2:12:
1
D
( Not to Scale)
STANDARD BASE DITCH
B
+/-STA. 12+10 Y2 RT
DETAIL #8
*When B is < 6.0’
Type of Liner= COIR FIBER MATTING
Ground
Natural
Ground
Natural
B=4.0 Ft.
D=4.0 Ft.
DDE = +/-70 CY
SEE SHEET NO. 2-C
COIR FIBER MAT BANKS
SEE DETAIL #8
STD 4.0’ BASE DITCH
T
3701 NA
3701 NL
T
2543
305.37
T
MULCH
S
T
A
C
KE
D
T
IMB
E
R
S
WELL
SEPTIC
6" PVC
GRAVEL
GRAVEL
CONC.
CONC.CONC.CONC.CONC.CONC.CONC.
GRAVEL
ASPHALT
36" DIP
WELL
WELL
SHED
SHED
SHEDS
HEADWALL
HEADWALLS
1SBD
1SFD
1SBD
1SBD
1SBD
1SBD
MILE POST 9
1SFD
BUS
1SB
2SBD
CANOPY
S
HE
L
T
E
R
S
T
OR
A
GE
OP
E
N
A
IR
BSTUS 401
15" RCP
15" RCP
15" RCP
12" RCP
15" RCP
15" RCP
15" RCP
15" RCP
15" CMP
2
4"
C
M
P
15" RCPCONC.BLOCK
&
295
295
295
295
295
295
295
295
295
295
295
295
295
295
295
295
295
295
295
295
2 9 5 295
295295
295
295
295
295
295
295
295
295
295295295
295
295
295
295
295
295
295
295
295
295295295
295
295295295
295
295
295295
300
300
300
300
3
0
0
300
30
0
3
0
0
300
30
0
300
3
0
0
300
300
300
300
300
3
0
0
300
300
300
300
300
300
300
300
300
300
300
300
3
0
0
300
300
300
3
0
0
3
0
0
300
300
300
300
300300
300300300
3
0
0
300
300
300
3 0 0
300
3
0
0
300
300
300
300
300
3
0
0
3
0
0
300
300
300
300
3
0
0
300
300300
3
0
0
300
300
300
300
300
3
00
300
300
300300
3
0
0
3
0
0
3
0
0
300
300300
300
300
300
3
0
0
300
300
300
300
300
300
300
305305
305
305
305
3
0
5
305
3
0
5
305
305305305
305
30
5
305
305305
305
3
0
5
305
3
0
5
305
305
305
305 305 305
305
305
305
305
305
3
0
5
305
3
0
5
30
5
3
0
5
305
305
305
305
305
305 305
305
305
305
305305
305 3
0
5
305
305
305
305
305
305
3
0
5
305
305
305
305
305305
305
305
305
310
310 3
10
310
3
10
310
3
1
0
310
310
310
310 310
310310
310
310
310
310
310
310
310
310
310
310
310
3
1
0
310310310
310
310
310310
310
310
310
310 310
3
10
310
310
310
310
310
310
310
310
310310
N
65
36’
38"
W
115.
91’
N2
5
1
7
’4
4
"E
1
1
9
.5
9
’
N4549’33"
W
183.49’N53
40’04"
W
215.27’
N5
6
4
3’3
0"
W
2
3
6.4
8’
N
6
2
1
1’
5
8"
W
1
8
3.
3
0’
N5
7
0
7’0
4"
W
1
7
5.8
9’
N4833’36"E
69.89’
S3940’16"E
193.00’
N4625’16"
W 266.80’
S4615’20"E246.69’
N31
01’01"E
321.74’
N4802’21"E 240.51’
N
29
42’37"E
93.40’
N2
7
4
3
’0
2
"E
1
0
9
.7
9
’
S68
01’
26"
E173.
78’
2
0
7
.7
3
’
S
1
9
3
3
’2
0
"
W
3
0
2
.8
6
’
S
1
9
4
3
’5
9
"
W
126.90’
N
31
03’12"E
2
2
.4
6
’
N
0
7
2
4
’0
7
"
E
9
1
.1
6
’
N
0
7
2
4
’0
7
"
E
6
1
1
.
0
9
’
S
0
7
0
5
’
3
4
"
E
S3124’15"W
70.50’
MAP 2008-267
DB 2244-332
PIN 0652-39-1099
HOKE SMITH TRUST
P
C
#
F
-S
LIDE
2
9
0
-C
DB 2
8
4
7
/6
72
P
IN 06
52
-3
8-2
4
4
2
DB 766-486
PIN 0652-39-1040
COLLINS, ROYCE LEE
DB 1817/661
PIN 0652-29-9174
SIMMONS, ROSE A.
MAP 2012-518
PIN 0652-29-8064
& DAN A. SMITH
SMITH, MAX D. JR.
DB 98E-229
PIN 0652-28-7954
KENDALL, JAMES
DB 654/879
PIN 0652-28-6813
, JOHN M.MATHEWS
DB 1245/756
PIN 0652-28-6478
DORIS E.
MURRAY, WILLIAM &
DB 3068/1
PIN 0652-28-2667
EDWARDS, MICHAEL
DB 899/992
PIN 0652-28-9881
HILLMAN, JR., RICHARD H.
PC#F-SLIDE 290-C
DB 2847/672
PIN 0652-38-2442
UPCHURCH, JAMES
DB 2750/476-478
PIN 0652-28-7690
L. DANIELS
SLATER & REBECCA
COMBS IV, BUEL
UP
C
HURC
H, JA ME
S
DB 2750/476-478
PIN 0652-28-8688
& REBECCA L. DANIELS
COMBS IV, BUEL SLATER
DB 2244/332
PIN 0653-19-5096
HOKE SMITH TRUST
15
20
15
HARNETT CENTRAL ROAD (SR-2215)
PI Sta 14+62.38
L = 532.99’
T = 285.52’
R = 600.00’
D
-L-
-Y2-
-L- POT Sta. 18+07.00=
-L- PT Sta. 17+09.84
BEGIN STATE PROJECT R-5523
-L- STA. POT Sta. 10+00.00=
BEGIN CONSTRUCTION
-L- STA. PC Sta. 11+76.85
-Y1- POT Sta. 10+00.00
-Y1- TS Sta. 18+43.76
-Y1- SC Sta. 19+93.76
15
-Y1- STA. POT 10+30.20
C
e = 08
e = 05 e = 05
Run Off = 103’Run Off = 103’
Run Off = 166’
-Y1- STA. POT Sta. 14+90.45
FCF
C
C
C
C
-NS_TRK- POT Sta. 10+00.00
-NS_TRK- TS Sta. 14+11.38
-NS_TRK- SC Sta. 16+11.38
PI Sta 11+16.21
D
L = 107.51’
T = 53.90’
R = 600.00’
PI Sta 14+62.64
D
L = 356.56’
T = 185.24’
R = 533.00’
-Y2- POT Sta. 10+00.00
-Y2- PC Sta. 10+62.31
-Y2- PT Sta. 11+69.81
-Y2- PC Sta. 12+77.40
C
CAT
C
F
C
F
F
F
F
F
C
C
C
C
C
F
F
C
C
F
C
F
F
C
C
F
C
C
C
C
C
C
C
GRAU 350
NEW HARNETT CENTRAL RD.
SITE 1
SITE 2
SITE 3
SITE 4
1
2
3
4
5
6
12
13
14
15
15
17
18
18
18
45.00’ LT
+17.56
57.80’ LT
+55.38
69.06’ LT
+53.46
72.36’ LT
+73.09
61.04’ LT
+75.13
62.15’ LT
+10.71
73.30’ LT
+12.16
70.49’ LT
+32.06
59.30’ LT
+30.52
45.58’ LT
+75.97
4-Y1- STA 20+00.00MATCH TO SHEET 6
-
L
-

S
T
A

19
+
0
0
.
0
0
M
A
T
C
H

T
O

S
H
E
E
T

5
SEE SHEET 7 FOR -L- PROFILE
SEE SHEET 8 FOR -Y2- PROFILE
N
A
D

8
3
/ 1
1
-Y2- STA 15+00.00
MATCH TO SHEET 6
HC HC
CLEARING
DENOTES HAND
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
GRAPHIC SCALE
0’50’100’50’
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
SHEET __ OF __
PERMIT DRAWING
REV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9
:
0
6
:
0
5

A
M
P
:
\
1
0
0
0
0

C
o
n
s
u
l
t
a
n
t
s
\
1
0
5
1
4

H
W

L
o
c
h
n
e
r
\
1
0
5
1
4
-
0
0
6

R
-
5
5
2
3

H
a
r
n
e
t

C
e
n
t
r
a
l

R
o
a
d
\
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
\
R
5
5
2
3
_
R
D
Y
_
P
S
H
4
A
.
d
g
n
r
e
i
d
r
o
b
o
l
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
R-5523
24" RCP-IV
SEE DETAIL #3
LINED W/ CLASS B RIPRAP
SPECIAL LATERAL V DITCH
SEE DETAIL #3
LINED W/ CLASS B RIPRAP
SPECIAL LATERAL V DITCH
24" RCP-IV
24" RCP-IV
EST 15 SY GEOTEXTILE
EST 6 TONS
ON BANKS ONLY
CLASS B RIP RAP
EST 15 SY GEOTEXTILE
EST 6 TONS
ON BANKS ONLY
CLASS B RIP RAP
18" R
C
P-III
24" RC
P-III
EST 15 SY GEOTEXTILE
EST 6 TONS
ON BANKS ONLY
CLASS B RIP RAP
EST 10 SY GEOTEXTILE
EST 3 TONS
CLASS B RIP RAP
SEE DETAIL #3
LINED W/ CLASS B RIPRAP
SPECIAL LATERAL V DITCH
DI
DI
15" RCP-III
EX. 15" REMOVE
DDE = +/-70 CY
SEE SHEET NO. 2-C
COIR FIBER MAT BANKS
SEE DETAIL #8
STD 4.0’ BASE DITCH
3701 NA
S
T
A
C
K
E
D
T
IMB
E
R
S
WELL
SEPTIC
CONC.
WELL
WELL
SHED
SHED
2
4"
C
M
P
15" RCPCONC.BLOCK
&
WETLAND
DENOTES FILL INFF
HC HC
CLEARING
DENOTES HAND
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
4
N
A
D

8
3
/ 11
SHEET __ OF __
PERMIT DRAWING
1
5
-L- POT Sta. 18+07.00=
-L- PT Sta. 17+09.84
15
C
-NS_TRK- POT Sta. 10+00.00
-NS_TRK- TS Sta. 14+11.38
-N
S
T
R
K
-NS_TRK- SC Sta. 16+11.38
-Y2- POT Sta. 10+00.00
-Y2- PC Sta. 10+62.31
-Y2- PT Sta. 11+69.81
-Y2- PC Sta. 12+77.40
C
F
C
F
F
F
F
F
C
C
C
C
C
C
NEW HARNETT CENTRAL RD.
SITE 1
SITE 2
SITE 3
SITE 4
14
15
18
18
REV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9
:
0
6
:
0
9

A
M
P
:
\
1
0
0
0
0

C
o
n
s
u
l
t
a
n
t
s
\
1
0
5
1
4

H
W

L
o
c
h
n
e
r
\
1
0
5
1
4
-
0
0
6

R
-
5
5
2
3

H
a
r
n
e
t

C
e
n
t
r
a
l

R
o
a
d
\
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
\
R
5
5
2
3
_
R
D
Y
_
P
S
H
6
.
d
g
n
r
e
i
d
r
o
b
o
l
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
R-5523
REMOVE
R
E
T
A
I
N
15" CMP
REMOVE +/-4.0’
EST 11 SY GEOTEXTILE
EST 3 TONS
CLASS B RIP RAP
REMOVE
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:
1 D
FROM STA. 27+00 TO STA. 29+50 Y1 RT
FROM STA. 23+00 TO STA. 25+50 Y1 RT
Min. D=1.5 Ft.
DETAIL #5
Ground
Natural
Flatter2:1 or
Slope
Fill
SEE DETAIL #5
SPECIAL LAT V DITCH
2:
1 2:1
D
( Not to Scale)
STANDARD ’V’ DITCH

Min. D=1.5 Ft.
DETAIL #6
Ground
Natural
Ground
Natural
B
2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH

DETAIL #7
B=2.0 Ft.
Min. D=1.5 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL #2
BASE DITCH
SPECIAL CUT
SEE DETAIL #7
DDE +/- 20 CY
BASE DITCH
SEE DETAIL #6
DDE +/-15CY
STD V DITCH
SEE DETAIL #6
DDE +/-12CY
STD V DITCH
R
E
T
A
I
N
15"
RETAIN
d
2:
1
B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM STA. 12+38 TO STA. 16+00 Y2 RT
DETAIL #2
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner= CLASS B RIPRAP
Ground
Natural
Ditch
Slope
Front
Geotextile
RETAIN
FROM STA. 16+08 TO STA. 16+54 Y2 LT
FROM STA. 19+06 TO STA. 19+86 NS_TRK RT FROM STA. 16+00 TO STA. 16+20 Y2 RT
R
E
M
O
V
E
R
E
M
O
V
E
TO EX DITCH
TIE PROP DITCH
TO EX DITCH
TIE PROP DITCH
SEE DETAIL #5
SPECIAL LAT V DITCH
DITCH
EXISTING
DITCH TO
TIE PROP
DITCH
EXISTING
DITCH TO
TIE PROP
2
4
"

R
C
P
-
I
V
R
E
M
O
V
E
R E TA IN
T
T
T
T
T
S
T
T
12" WL
4" WL
4" WL
2
"

W
L
2" WL
6
"

P
V
C
12" WL
36" WL
W
ETLA
N
D
A
REA
"
B"
GRAVEL
GRAVEL
GRAVEL
GRAVEL
SOIL
S
O
IL
GRAVEL SOIL
36" DIP
6
" PVC
36" DIP
12
"
D
IP
12
" DIP
BOX
CONTROL
ARMS
CROSSING
C
O
N
C
.
C
O
N
C
.
S
S
WITNESS
VALVE
WITNESS
VALVE
WITNESS
VALVE
WELL
WITNESS
VALVE
BOX
SWTICH
BRAKE
HEADWALL
NEIL SMITH ROAD
H
A
R
N
E
T
T

C
E
N
T
R
A
L

R
O
A
D
BST
US 401
B
S
T
S
R

2
2
15
BST
B
S
T
K
I
P
L
I
N
G
R
O
A
D

(
S
R

14
3
0
)
18" RCP
18
"

R
C
P
15
"

C
M
P
18" RCP
12" R C P
15
"

R
C
P
15
"
R
C
P
15
"

R
C
P
18" RCP
12
"

R
C
P
15" RCP
18
"

R
C
P
24" RCP
S
6
8
5
7
’
4
2
"
E
1
4
9
.
9
9
’
N2046’00"E 164.06’
N
6
9
0
6
’
1
8
"
W
1
4
5
.
7
9
’
S
6
9
0
0
’
4
4
"
E
2
8
4
.
7
2
’
N2730’12"E
140.95’
N
6
9
0
1
’
3
9
"
W
2
8
2
.
6
7
’
114.91’
N2133’24"E
2
5
0
.
0
2
’
S
7
0
1
9
’
0
8
"
E
80.50’S2206’59"W
1
2
7
.
6
0
’
S
7
0
0
5
’
0
1
"
E
N2200’59"E 80.50’
1
0
3
.
7
7
’
S
7
0
5
1
’
5
4
"
E
HOKE SMITH TRUST
PIN 0653-19-5096
DB 2244/332
PIN 0652-39-5549
DB 2997/248
DB 860/29
S
7
0
5
1
’
5
4
"
E
MAP 2008-267
DB 2244-332
PIN 0652-39-1099
HOKE SMITH TRUST
PC#F-SLIDE 290-C
DB 2847/672
PIN 0652-38-2442
PIN 0652-39-5148
DB 860/29
DB 1430/623
PIN 0652-39-1479
VUNCANNON, JERRY & SUSAN
DB 2777/43
PIN 0653-20-1561
VUNCANNON, JERRY & SUSAN S.
DB 1680/877
PIN 0652-36-3644
BALLARD LIVING TRUST DB 465/40
PIN 0653-30-5157
JACKSON, TROY C.
& DAN A.
SMITH, MAX D. JR.
DB 860/29
PIN 0652-39-6433
& DAN A.
SMITH, MAX D. JR.
UPCHURCH, JAMES
& DAN A.
SMITH, MAX D. JR.
6
SEE SHEET 8 FOR -Y2- PROFILE
-
Y1-

S
T
A
2
0
+
0
0
.0
0
MAT
C
H

T
O
S
H
E
E
T

4
-
Y
2
-
S
T
A
1
5
+
0
0.
0
0
M
A
T
C
H
T
O
S
H
E
E
T
4
NAD 83/ 11
HC HC
CLEARING
DENOTES HAND
GRAPHIC SCALE
0’50’100’50’
SHEET __ OF __
PERMIT DRAWING
2
5
3
0
20
25
PIs Sta 19+43.78
F
Ls = 150.00’
LT = 100.02’
ST = 50.02’
PI Sta 22+06.66
D
L = 421.46’
T = 212.90’
R = 1,206.23’
PIs Sta 24+65.23
F
Ls = 150.00’
LT = 100.02’
ST = 50.02’
-Y1- ( US 401 )
-Y1- POT Sta. 29+50.00
END CONSTRUCTION
-Y1- ST Sta. 25+65.22
-Y1- CS Sta. 24+15.22
C
F
F
C
C
-NS_TRK- POT Sta. 26+63.46
-Y1- POT Sta. 31+09.94
-NS_TRK- ( NS RAILROAD )
PIs Sta 15+44.72
F
Ls = 200.00’
LT = 133.34’
R = 2,750.00’
T = 147.02’
L = 293.75’
D
PI Sta 17+58.39 PIs Sta 19+71.81
F
Ls = 200.00’
LT = 133.34’
ST = 66.68’ST = 66.68’
-NS_TRK- CS Sta. 19+05.13
-NS TRK
-Y1-POS STA. 24+46.02=
-Y5-POT Sta. 10+00.00
-Y5-POT Sta. 12+18.69
-Y5-POT Sta. 11+21.69
END CONSTRUCTION
2
0
-Y2-
e = 05
Run Off = 103’
e = 08
2
0
-Y2- PT Sta. 16+33.96
-Y2- PI Sta. 19+15.84
-Y2- POT Sta. 20+95.70
PI Sta 14+62.64
D
L = 356.56’
T = 185.24’
R = 533.00’
-NS_TRK- ST Sta. 21+05.13
END CONSTRUCTION
C
F
C
C
C
C
F
C
F
F
F
C
F
C
F
C
C
C
C
C
C
F
F
F
F
F
6
7
8
9
10
11
12
18
NO CLAIM
26
45.02’ LT
68.34’ LT
+44.55
+49.81 45.03’ LT
+70.28
72.54’ LT
+64.09
50.09’ LT
+91.47
+99.47
48.94’ LT
+02.10
59.63’ LT +21.47
54.62’ LT
+19.18
45.25’ LT
+84.99
30.69’ LT
45.00’ RT
+77.75
54.31’ RT
+77.61
125.08’ RT
+06.91
55.94’ RT
+93.45
+65.43
64.59’ RT
43.40’ RT
+18.18
SITE 5
REV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9
:
0
6
:
13

A
M
P
:
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1
0
0
0
0

C
o
n
s
u
l
t
a
n
t
s
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1
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5
1
4

H
W

L
o
c
h
n
e
r
\
1
0
5
1
4
-
0
0
6

R
-
5
5
2
3

H
a
r
n
e
t

C
e
n
t
r
a
l

R
o
a
d
\
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
\
R
5
5
2
3
_
R
D
Y
_
P
S
H
6
_
c
o
n
.
d
g
n
r
e
i
d
r
o
b
o
l
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
R-5523
REMOVE
R
E
T
A
I
N
15" CMP
REMOVE +/-4.0’
EST 11 SY GEOTEXTILE
EST 3 TONS
CLASS B RIP RAP
REMOVE
( Not to Scale)
SPECIAL LATERAL ’V’ DITCH
2:
1 D
FROM STA. 27+00 TO STA. 29+50 Y1 RT
FROM STA. 23+00 TO STA. 25+50 Y1 RT
Min. D=1.5 Ft.
DETAIL #5
Ground
Natural
Flatter2:1 or
Slope
Fill
SEE DETAIL #5
SPECIAL LAT V DITCH
2:
1 2:1
D
( Not to Scale)
STANDARD ’V’ DITCH

Min. D=1.5 Ft.
DETAIL #6
Ground
Natural
Ground
Natural
B
2:12:
1 D
( Not to Scale)
STANDARD BASE DITCH

DETAIL #7
B=2.0 Ft.
Min. D=1.5 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL #2
BASE DITCH
SPECIAL CUT
SEE DETAIL #7
DDE +/- 20 CY
BASE DITCH
SEE DETAIL #6
DDE +/-15CY
STD V DITCH
SEE DETAIL #6
DDE +/-12CY
STD V DITCH
R
E
T
A
I
N
15"
RETAIN
d
2:
1
B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM STA. 12+38 TO STA. 16+00 Y2 RT
DETAIL #2
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=1.5 Ft.
Type of Liner= CLASS B RIPRAP
Ground
Natural
Ditch
Slope
Front
Geotextile
RETAIN
FROM STA. 16+08 TO STA. 16+54 Y2 LT
FROM STA. 19+06 TO STA. 19+86 NS_TRK RT FROM STA. 16+00 TO STA. 16+20 Y2 RT
R
E
M
O
V
E
R
E
M
O
V
E
TO EX DITCH
TIE PROP DITCH
TO EX DITCH
TIE PROP DITCH
SEE DETAIL #5
SPECIAL LAT V DITCH
DITCH
EXISTING
DITCH TO
TIE PROP
DITCH
EXISTING
DITCH TO
TIE PROP
2
4
"

R
C
P
-
I
V
R
E
M
O
V
E
R E TA IN
3
0
5
305
305
305
3
0
5305
305
305
305
305
305
305
305
3
0
5
3
0
5
305
3
0
5
3
0
5
3
0
5
3
0
5
305
30
5
305
305
305
305
3
0
5
3
10
3
1
0
3
10
3
10
310
3
10
3
10
310
310
310
310
3
10
310
3
10
310
3
10
3
10
3
10
3
1
0 3
10
3
10
310
310
3
10
3
10
310
310
3
10
3
10
3
10
3
10
3
10
310
310
310
3
10
310
3
10
310
310
310
3
10
310
3103
10
310
3
10
3
10
3
10
310310
3
1
0
310
310
3
10
310
310
3
10
3
10
310
3
10
3
1
0
310
310 310
3
10 310
3
10
3
10
3
10
3
10 310
3
10
310
3
10
3
10
3
1
0
3
10
3
10
3
10
3
10
3
10
310
3
1
0
3
10
3
10
3
10
3
10
3
10
310
3
10
3
10
310
3103
10
310
310
310
310
310
310
3
10310
3
10
310
3
10 3
10
3
10
3
10
3
10
3
10310310
3
10
3
10
3
10
3
10
3
10
3
10
3
10
T
T
T
T
T
S
T
T
12" WL
4" WL
4" WL
2
"

W
L
2" WL
6
"

P
V
C
12" WL
36" WL
W
ETLA
N
D
A
REA
"
B"
GRAVEL
GRAVEL
GRAVEL
GRAVEL
SOIL
S
O
IL
GRAVEL SOIL
36" DIP
6
" PVC
36" DIP
12
"
D
IP
12
" DIP
BOX
CONTROL
ARMS
CROSSING
C
O
N
C
.
C
O
N
C
.
S
S
WITNESS
VALVE
WITNESS
VALVE
WITNESS
VALVE
WELL
WITNESS
VALVE
BOX
SWTICH
BRAKE
HEADWALL
NEIL SMITH ROAD
H
A
R
N
E
T
T

C
E
N
T
R
A
L

R
O
A
D
BST
US 401
B
S
T
S
R

2
2
15
BST
B
S
T
K
I
P
L
I
N
G
R
O
A
D

(
S
R

14
3
0
)
18" RCP
18
"

R
C
P
15
"

C
M
P
18" RCP
12" R C P
15
"

R
C
P
15
"
R
C
P
15
"

R
C
P
18" RCP
12
"

R
C
P
15" RCP
18
"

R
C
P
24" RCP
S
6
8
5
7
’
4
2
"
E
1
4
9
.
9
9
’
N2046’00"E 164.06’
N
6
9
0
6
’
1
8
"
W
1
4
5
.
7
9
’
S
6
9
0
0
’
4
4
"
E
2
8
4
.
7
2
’
N2730’12"E
140.95’
N
6
9
0
1
’
3
9
"
W
2
8
2
.
6
7
’
114.91’
N2133’24"E
2
5
0
.
0
2
’
S
7
0
1
9
’
0
8
"
E
80.50’S2206’59"W
1
2
7
.
6
0
’
S
7
0
0
5
’
0
1
"
E
N2200’59"E 80.50’
1
0
3
.
7
7
’
S
7
0
5
1
’
5
4
"
E
HOKE SMITH TRUST
PIN 0653-19-5096
DB 2244/332
PIN 0652-39-5549
DB 2997/248
DB 860/29
S
7
0
5
1
’
5
4
"
E
MAP 2008-267
DB 2244-332
PIN 0652-39-1099
HOKE SMITH TRUST
PC#F-SLIDE 290-C
DB 2847/672
PIN 0652-38-2442
PIN 0652-39-5148
DB 860/29
DB 1430/623
PIN 0652-39-1479
VUNCANNON, JERRY & SUSAN
DB 2777/43
PIN 0653-20-1561
VUNCANNON, JERRY & SUSAN S.
DB 1680/877
PIN 0652-36-3644
BALLARD LIVING TRUST DB 465/40
PIN 0653-30-5157
JACKSON, TROY C.
& DAN A.
SMITH, MAX D. JR.
DB 860/29
PIN 0652-39-6433
& DAN A.
SMITH, MAX D. JR.
UPCHURCH, JAMES
& DAN A.
SMITH, MAX D. JR.
2
5
3
0
20
25
PIs Sta 19+43.78
F
Ls = 150.00’
LT = 100.02’
ST = 50.02’
PI Sta 22+06.66
D
L = 421.46’
T = 212.90’
R = 1,206.23’
PIs Sta 24+65.23
F
Ls = 150.00’
LT = 100.02’
ST = 50.02’
-Y1- ( US 401 )
-Y1- POT Sta. 29+50.00
END CONSTRUCTION
-Y1- ST Sta. 25+65.22
-Y1- CS Sta. 24+15.22
C
F
F
C
C
-NS_TRK- POT Sta. 26+63.46
-Y1- POT Sta. 31+09.94
-NS_TRK- ( NS RAILROAD )
PIs Sta 15+44.72
F
Ls = 200.00’
LT = 133.34’
R = 2,750.00’
T = 147.02’
L = 293.75’
D
PI Sta 17+58.39 PIs Sta 19+71.81
F
Ls = 200.00’
LT = 133.34’
ST = 66.68’ST = 66.68’
-NS_TRK- CS Sta. 19+05.13
-NS TRK
-Y1-POS STA. 24+46.02=
-Y5-POT Sta. 10+00.00
-Y5-POT Sta. 12+18.69
-Y5-POT Sta. 11+21.69
END CONSTRUCTION
2
0
-Y2-
e = 05
Run Off = 103’
e = 08
2
0
-Y2- PT Sta. 16+33.96
-Y2- PI Sta. 19+15.84
-Y2- POT Sta. 20+95.70
PI Sta 14+62.64
D
L = 356.56’
T = 185.24’
R = 533.00’
-NS_TRK- ST Sta. 21+05.13
END CONSTRUCTION
C
F
C
C
C
C
F
C
F
F
F
C
F
C
F
C
C
C
C
C
C
F
F
F
F
F
6
7
8
9
10
11
12
18
NO CLAIM
26
45.02’ LT
68.34’ LT
+44.55
+49.81 45.03’ LT
+70.28
72.54’ LT
+64.09
50.09’ LT
+91.47
+99.47
48.94’ LT
+02.10
59.63’ LT +21.47
54.62’ LT
+19.18
45.25’ LT
+84.99
30.69’ LT
45.00’ RT
+77.75
54.31’ RT
+77.61
125.08’ RT
+06.91
55.94’ RT
+93.45
+65.43
64.59’ RT
43.40’ RT
+18.18
SITE 5
6
SEE SHEET 8 FOR -Y2- PROFILE
-
Y1-

S
T
A
2
0
+
0
0
.0
0
MAT
C
H

T
O
S
H
E
E
T

4
-
Y
2
-
S
T
A
1
5
+
0
0.
0
0
M
A
T
C
H
T
O
S
H
E
E
T
4
NAD 83/ 11
HC HC
CLEARING
DENOTES HAND
GRAPHIC SCALE
0’50’100’50’
SHEET __ OF __
PERMIT DRAWING
REV
IS
IO
N
S

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9
:
0
6
:
16

A
M
P
:
\
1
0
0
0
0

C
o
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a
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\
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5
1
4

H
W

L
o
c
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e
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\
1
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5
1
4
-
0
0
6

R
-
5
5
2
3

H
a
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C
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t
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a
l

R
o
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R
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A
.
d
g
n
r
e
i
d
r
o
b
o
l
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
R-5523
15" CMP
REMOVE +/-4.0’
EST 11 SY GEOTEXTILE
EST 3 TONS
CLASS B RIP RAP
SEE DETAIL #5
SPECIAL LAT V DITCH
RETAIN
FROM STA. 16+08 TO STA. 16+54 Y2 LTFROM STA. 19+06 TO STA. 19+86 NS_TRK RT FROM STA. 16+00 TO STA. 16+20 Y2 RT
2
4
"

R
C
P
-
I
V
R
E
M
O
V
E
R E TA IN
T
T
GRAVEL
WITNESS
VALVE
WITNESS
VALVE
BRAKE
HEADWALL
BST
US 401
18
"

R
C
P
15
"

C
M
P
18" RCP
12" R C P
S
6
8
5
7
’
4
2
"
E
1
4
9
.
9
9
’
N20 46’00"E 164.06’
DB 2777/43
PIN 0653-20-1561
VUNCANNON, JERRY & SUSAN S.
DB 1680/877
PIN 0652-36-3644
BALLARD LIVING TRUST DB 465/40
PIN 0653-30-5157
JACKSON, TROY C.
NAD 83/ 11
HC HC
CLEARING
DENOTES HAND
6
GRAPHIC SCALE
0’25’25’50’
SHEET __ OF __
PERMIT DRAWING
2
5
3
0
25
-Y1- POT Sta. 29+50.00
END CONSTRUCTION
-Y1- ST Sta. 25+65.22
-NS_TRK- POT Sta. 26+63.46
-Y1- POT Sta. 31+09.94
-NS_TRK- ( NS RAILROAD )
PIs Sta 15+44.72 PI Sta 17+58.39 PIs Sta 19+71.81
-Y1-POS STA. 24+46.02=
-Y5-POT Sta. 10+00.00
-Y5-POT Sta. 11+21.69
END CONSTRUCTION
-Y2- POT Sta. 20+95.70
END CONSTRUCTION
F
C
F
F
F
C
F
C
F
C
F
8
9
10
11
NO CLAIM
SITE 5
298.68
4
:1
S.S. 298.00
0.020 0.0205:1
S.S. 299.10
298.30
4
:1
S.S. 297.23
0.002 0.002
S.S. 298.51
296.92
4:1
2:1
297.04
4
:1
S.S. 296.01
0.014 0.0143:1
S.S. 297.88
295.42
3:
1
S.S. 294.98
0.011 0.011
S.S. 295.90
3:1
295.29
3:
1
S.S. 294.90
0.035 0.035
295.73
3:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
1501508
/2
3
/9
9
0
300 300
310 310
290 290
12+50.00
300 300
310 310
290 290
13+00.00
300 300
310 310
290 290
13+50.00
300 300
310 310
290 29014+00.00
300 300
310 310
290 29014+50.00
X-2R-5523
-L-
5 10
PROPOSED R/WPROPOSED R/W
PROPOSED R/W PROPOSED R/W
WETLAND BOUNDRY
WETLAND BOUNDRY
SHEET __ OF __
PERMIT DRAWING
PROJ. REFERENCE NO.SHEET NO.
9
:
0
6
:
2
0

A
M
r
e
id
r
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b
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l
P
:
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Y_
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L_
L.
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00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
9
:
0
6
:
2
3

A
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0
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5
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H
a
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t

C
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a
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5
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1
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d
g
n
r
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i
d
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b
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8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
310 310
320 320
330 330
300 300
26+00.00
310 310
320 320
330 330
300 300
26+50.00
310 310
320 320
330 330
300 300
27+00.00
310 310
320 320
330 330
300 300
27+50.00
X-19R-5523
-Y1-
5 10
PROPOSED R/W
PROPOSED R/WPROPOSED R/WWETLAND BOUNDRY
PROPOSED R/W WETLAND BOUNDRY
SHEET __ OF __
PERMIT DRAWING
307.45
S.S. 306.540.020 0.020 0.019S.S. 306.02 2:1 2:
1
306.92
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S.S. 305.30 2:1
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306.62
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PROJ. REFERENCE NO.SHEET NO.0
310 310
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300 300
310 310
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290 290
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X-20R-5523
-Y1-
5 10
PROPOSED R/W
PROPOSED R/W
PROPOSED R/W
PROPOSED R/W WETLAND BOUNDRY
WETLAND BOUNDRY
SHEET __ OF __
PERMIT DRAWING
306.66
S.S. 304.200.020 0.020
S.S. 304.19 2:1
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DRIVE (13.56%)
307.97
TIE TO EXISTING
Project Tracking No.:12-12-0009

NO NATIONAL REGISTER OF HISTORIC PLACES
ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES
PRESENT OR AFFECTED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
valid for Historic Architecture and Landscapes. You must consult separately with the
Historic Architecture and Landscapes Group.

PROJECT INFORMATION

Project No: R-5523 County: Harnett
WBS No: 45548.1.1 Document: CE
F.A. No: STPDA-1403(13) Funding: State Federal
Federal Permit Required? Yes No Permit Type: NWP 14

Project Description: NCDOT Division 6 intends to realign SR 2215, Harnett Central Road, 700 feet
(roughly 213 meters) to the south of its present location. This proposal includes the closing of the existing
Kipling Road and Harnett Central Road railroad crossings that connect to US 401. A new crossing of the
Norfolk Southern Corporation railroad to connect to US 401 would be constructed along the new alignment.
Existing SR 1575, Neil Smith Road would be extended to intersect the Harnett Central Road realignment.
The proposed realignment is listed at 2,640 feet (nearly 805 meters) long with a 60-foot (roughly 18.3-meter)
wide ROW. This proposed realignment is referred to as Alignment 1 in the Project Planning Report, TIP
Project Y-4608E (Kipling Road Railroad Crossing Closure).

SUMMARY OF ARCHAEOLOGICAL FINDINGS
The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the
subject project and determined:

There are no National Register listed ARCHAEOLOGICAL SITES within the project’s area of
potential effects.
No subsurface archaeological investigations are required for this project.
Subsurface investigations did not reveal the presence of any archaeological resources.
Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.
There are no National Register Eligible or Listed ARCHAEOLOGICAL SITES present or
affected by this project. (Attach any notes or documents as needed)

12-12-0009
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
1 of 12
Project Tracking No.:12-12-0009

Brief description of review activities, results of review, and conclusions:
As noted on the Survey Required Form, the proposed realignment of Harnett Central Road on new location
roughly 700 feet south of its present location falls within the area of proposed alternatives for the US 401
Corridor Improvements from Existing Multi-lanes in Cumberland County to SR 1010 North of Fuquay-
Varina (R-2609, Cumberland, Harnett, and Wake Counties). As such, the current project seemed to fall
under the same general recommendations for archaeological survey made by SHPO on January 23, 2012.
Additionally, physiographic and soil conditions suggested that the project area may have a reasonable
potential for pre-Columbian archaeological deposits. Based on a cursory examination of historic maps of
depicting Kipling, the proposed APE was thought to pass through areas with potential for historic resources
as well. Therefore, intensive archaeological investigations were recommended on January 10, 2013.

On February 28, 2013, NCDOT staff archaeologists Shane Petersen and Brian Overton conducted an
archaeological reconnaissance of the proposed project corridor. The reconnaissance investigations of the
APE involved a walkover and surface examination of the proposed alignment. As can be seen in the attached
photographs, surface visibility in the agricultural fields ranged from 50% to 70%. The occasional sherd of
whiteware or piece of quartz debitage was observed at the surface, but was not collected. In general, any
cultural material encountered during the walkover survey was very rare. Towards the western edge of the
fields some brick fragments were observed. These remains, in addition to the extension of a power-line to a
pole at the western edge of the fields, suggested some twentieth-century site that was no longer extant.
Wetland areas were observed to the south of residences along the current alignment of Harnett Central Road
and to the east of the alignment of the Norfolk Southern Railroad. Domestic structures along both sides of
the existing alignment of SR 2215 date to the early and mid-twentieth century. It was determined that
subsurface testing along the majority of the proposed alignment was warranted.

Subsurface investigations were conducted on August 19th and 20th, 2013, by NCDOT staff archaeologists
Shane Petersen, Matt Wilkerson, and Brian Overton. A single transect of shovel test pits at a 30-meter
interval was determined to be sufficient to examine the possibility of buried archaeological deposits within the
proposed APE. Wetland areas were not subject to subsurface investigations, but were subject to further
surface examination. As can be seen in the photographs attached, the agricultural fields possessed a mature
crop of silage corn at the time of the survey, slightly complicating the placement of subsurface tests within
the APE in the attempt to navigate and to avoid unnecessary damage to crops (thus, the errant location of
Shovel Test Pit No. 5). The exact locations of each shovel test pit was recorded through the use of a Trimble
GeoExplorer 6000 Series GPS unit.

At the eastern end of the proposed APE, where the proposed alignment first diverges from existing Harnett
Central Road, a wooden packhouse or tobacco barn was observed. While, this structure is likely to be
destroyed by the project, it was not considered to be significant and was not, alone, considered to be an
archaeological site. As can be seen in the attached table of results for the shovel test pits, the majority of
subsurface tests revealed fairly typical agricultural soil profiles. As noted in the earlier Survey Required Form,
the soil type mapped for the majority of the proposed APE was “Fuquay loamy sand, 0 to 6 percent slopes”
(FaB). Fuquay soils are typically considered deep, well-drained, agricultural soils found along upland areas
such as is found in the present study area. Fuquay soils seem to typically include an E horizon of leached
soils that appears to be missing from some of the encountered soil profiles, but probably was “plowed” into
the upper Ap horizon (plowzone soil). As seen in the reconnaissance investigations, sparse quartz debitage
was observed at the surface but no such artifacts were recovered from any of the subsurface tests.

In the wooded areas at a slightly lower elevation, were not quite the same as the typical description for the
mapped “Rains sandy loam” (Ra), but seemed consistent with soils in poorly-drained wooded depressions.
While no artifacts were encountered in these areas, a refuse pile of tin and steel containers was observed at
the surface. Also, two artificial depressions, one circular and one squared, were observed and recorded.
These depressions were interpreted as possible privy or well features at the time, but might represent some
other function that is unknown at this time. These features and the refuse pile were observed adjacent to the
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
2 of 12
Project Tracking No.:12-12-0009
area suspected during the reconnaissance survey as the location of an earlier agricultural or domestic
structure. This area was designated site 31HT1034** and is not considered to be significant to the history of
the region. This site is not considered to be eligible for the National Register of Historic Places (NRHP).
While subsurface testing was largely conducted outside the wooded areas of the APE (shovel test pit nos. 8
and 14 being the exceptions), a geotechnical core (presumably) placed by NCDOT technicians was located
and examined. Spoil around the bore hole exhibited a fair amount of water rounded quartz gravels but not
cultural material and nothing to suggest human occupation.

A causeway constructed with fill over a pipe culvert connected the agricultural fields to an open space
adjacent the Norfolk Southern Railroad and the current alignment of Harnett Central Road near its crossing
of the rail lines. This causeway was placed across the aforementioned wooded depression and no subsurface
tests were excavated in this area. The open area contained a modern steel open-air storage facility that seems
to be associated with the agricultural fields. Two shovel test pits were excavated within the proposed APE in
this area. At the margins of the field, some refuse material was observed in the upper stratum of shovel test
pit no. 16. This material included a crushed beer can, oxidized wire nails, an oxidized spike, and an oxidized
heavy bolt. None of these artifacts were retained and all seemed to be fairly consistent with proximity to the
open-air storage shed and the railroad. The area encompassing the shed and the observed twentieth-century
artifacts was labeled site 31HT1035**. This site is not considered to be NRHP-eligible due to the poor
likelihood that it could contribute in any significant way to an understanding of the history of the region.

No further archaeological investigations are recommended for the realignment of SR 2215, Harnett Central
Road as proposed. Should the project change, further investigation may be necessary. The project as
described should be considered to be compliant with Section 106 and NCGS121-12a.

SUPPORT DOCUMENTATION
See attached: Map(s) Previous Survey Info Photos Correspondence
Other: Shovel test results.
Signed:

NCDOT ARCHAEOLOGIST II Date

Shane C. Petersen September 5, 2013
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
3 of 12
Project Tracking No.:12-12-0009
Detail of the 1916 Soil Map for Harnett County depicting the town of Kipling and structures in the vicinity of
the project area.

Detail of the 1938 Harnett County Map depicting the town of Kipling; note the clusters of multi-purpose
structures near Harnett Central Road and the Norfolk Southern Railroad.
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
4 of 12
Project Tracking No.:12-12-0009
Photograph of the eastern end of the proposed realignment of SR 2215, Harnett Central Road (facing west).

Photograph of tobacco barn (packhouse?) within the APE near the eastern end of the proposed realignment
of SR 2215 (facing southwest).
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
5 of 12
Project Tracking No.:12-12-0009

Photograph of staked centerline near the eastern end of the proposed realignment of SR 2215 (facing west).

Photograph of staked centerline near the western end of the proposed realignment of SR 2215 (facing
southwest).
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
6 of 12
Project Tracking No.:12-12-0009

Photograph of staked centerline near the western end of the proposed realignment of SR 2215 (facing east).

Photograph of flagged centerline through wetland area near the western end of the proposed realignment of
SR 2215 (facing east).
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
7 of 12
Project Tracking No.:12-12-0009
Photograph of the proposed western end of realigned Harnett Central Road, facing west from the Norfolk
Southern Railroad ROW.

Photograph of the proposed APE for the proposed extension of Neil Smith Road (facing north).
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
8 of 12
Project Tracking No.:12-12-0009
Photograph of the proposed APE near the intersection of Harnett Central Road and Neil Smith Road (facing
northwest).

Photograph of field conditions at the time of subsurface testing; APE near Shovel Test No. 15 facing east.
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
9 of 12
Project Tracking No.:12-12-0009
Photograph of spoil from geotechnical core near wetland area; note water rounded quartz gravel.

Photograph of subsurface testing adjacent site 31HT1035**.

“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
10 of 12
Project Tracking No.:12-12-0009
Table of Shovel Test Results:

Shovel
Test Pit Level Depth
(top)
Depth
(base) Munsell Color Soil
Texture Artifacts Notes
1
1 0 20 10YR5/4 yellowish
brown sandy loam no Plowzone
2 20 35 10YR6/8 brownish
yellow
sandy clay
loam no
2
1 0 22 10YR5/4 yellowish
brown sandy loam no
Plowzone;
quartz debitage
at surface near
test.
2 22 36 10YR6/8 brownish
yellow
sandy clay
loam no
3
1 0 30 10YR4/3 brown sandy loam no Plowzone
2 30 33
10YR5/4
mottled
with
10YR4/3
yellowish
brown
mottled with
brown
sandy loam no
3 33 44 10YR6/8 brownish
yellow
sandy clay
loam no
4
1 0 30 10YR4/3 brown sandy loam no Plowzone
2 30 38 10YR5/4 yellowish
brown sandy loam no
3 38 47 10YR6/8 brownish
yellow
sandy clay
loam no
5
1 0 30 10YR4/3 brown sandy loam no Plowzone
2 30 33
10YR5/4
mottled
with
10YR4/3
yellowish
brown
mottled with
brown
sandy loam no
3 33 37 10YR6/8 brownish
yellow
sandy clay
loam no
6
1 0 20 10YR4/2 dark grayish
brown sandy loam no
2 20 30 7.5YR5/8 strong brown sandy clay
loam no
7
1 0 24 10YR4/2 dark grayish
brown sandy loam no
2 24 50 10YR6/6 brownish
yellow
sandy clay
loam no
8
1 0 19 10YR4/2 dark grayish
brown loam no
2 19 33 10YR5/3 brown silt loam no
3 33 46 10YR6/6 brownish
yellow silt no
9
1 0 20 10YR5/3 brown sandy loam no Plowzone
2 20 36 10YR6/4
light
yellowish
brown
silt no
10
1 0 20 10YR5/3 brown sandy loam no Plowzone
2 20 42 10YR6/4
light
yellowish
brown
sand no
7.5YR6/6 light
olive sandy clay
loam at base
“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
11 of 12
Project Tracking No.:12-12-0009
Shovel
Test Pit Level Depth
(top)
Depth
(base) Munsell Color Soil
Texture Artifacts Notes
11
1 0 20 10YR4/2 dark grayish
brown sandy loam no Plowzone
2 20 50 10YR6/4
light
yellowish
brown
sand no
12
1 0 20 10YR4/2 dark grayish
brown sandy loam no Plowzone
2 20 43 10YR6/4
light
yellowish
brown
sand no
13
1 0 17 10YR4/2 dark grayish
brown sandy loam no
2 17 24 10YR5/3 brown silt no
Compact
mottled stratum
with hematite
concretions and
clay
3 24 31 10YR6/4
light
yellowish
brown
sand no
14
1 0 10 10YR3/2
very dark
grayish
brown
loam no
2 10 20 10YR5/3 brown silt no compact soil
3 20 26 10YR6/4
light
yellowish
brown
silt loam no compact soil
4 26 33 10YR5/3 brown silt no mottled
compact soil
15
1 0 9 10YR3/1 very dark
gray sandy loam no Rootmat
2 9 19 10YR4/3 brown sand no
3 19 30 10YR6/6 brownish
yellow sand no
10YR7/6
yellow silt at
base
16
1 0 10 10YR3/1 very dark
gray sandy loam
Beer can,
nails,
bolt,
brick
fragment.

2 10 22 10YR5/4 yellowish
brown sandy loam compact soil
17
1 0 11 10YR3/1 very dark
gray sandy loam no
2 11 25 10YR5/4 yellowish
brown sandy loam no

“NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
12 of 12
$+
!
!!!
!
!
!!!
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31HT1035**
31HT1034**
US 401 N
HARNETT CENTRAL RD
KIPLING CHURCH RD
NEIL SMITH RD
CRAZY HORSE TRL
Partially Filled
9 8 7 6
5
4 3 2
1
11
17
16
15
14 13 12
10
geotech core
depression
0 30 60 90 12015Meters
TIP # R -5 523 A R C H AE OLO G I C A L A PE, I N TEN SI VE S U RV E YTIP # R -5 523 A R C H AE OLO G I C A L A PE, I N TEN SI VE S U RV E Y
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Streets
STP
!No Cultural Materials
P Positive Historic Artifacts
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Project No:
WBS No.:
Ferl. Aid No:
Federnl
Pivjed TrtxFing No. (/n[enia[ Uxe)
IZ-IZ-0�09
HISTORIC ARCHICTECTURE AND LANDSCAPES
ASSESSMENT OT ETFECTS P'ORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult sepaiately with the
Archaeology Group.
PROJECT INFORMATION
R-5523
45548.1.1
STPDA-1403
Ycs I I No
Cour:ty:
Docuraent
Fui:ding:
Perntit
Harnett
CE
State � Federll
USACOE NWP 14, NCDENR
DWQ 401
Proiect Descriplio�r.
Realigu SR 2255 (Harnett Central Rd) 700 feet to t}te south at US 401. Railroad crossings will be
removed and uew sections of roadway/intersections/an<l widening will be constructed. Projec[ length is
0.5 miles and the proposed riglit-of-way is 60 feet. Easements will be rcquired. See maps for project
�Iternat ives/scenarios.
SUMMARY OT HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW
Descriptioia o1'revierv activities, res�rlts, a�:d coizc[usio�ts:
Review of HPO quad maps, IIPOweb GIS mapping, historic designations �roster, �ud indexes was
conducted o�i 12/13/12. Baseci on this revicw, there are no existing NR, SI„ DE, or LD properties,
however there is one suiveyed site, the N.A. Smith House (HT0083), as well as multiple potentially
NRIIP-eligible sites Locatcd within the Area of Potential Effects (APE) as a result of the historic
architecture survey for T[P project R-2609. Falling within the APE, the Kipling United Methodist Church
as well as the Johnson House and Store have bodi been determined eligible for the NRIIP accordiug to an
intensive suivey report for project R-2609. All oflier resources within the APIi over die age of tifty years
old have been surveyeci and detern�ined uot eligible for the NRHP. Some of the alternatives dcscribed for
R-5523 may impact tlicse historic resources and a survcy as well as SHPO consultation was required for
this project to assess for potential effects fran project activities.
On Janua�y 31, project engineers made it known that Alternative 1 was chosen for the project This
altemative reali��s Ha�nett Central Road to the south of the cxisting intersection, closes the existing
Kipling Road and IIameLt Central Road railroad crossings, creates a new railroad crossing on the ttew
alignuient, and exte��ds Neil Smith Road southward to iutersect the Ha�nett Central Road realignment at a
T-intersection. Neil Smith Road will be exteuded to tlte south in order to tie into the new Ilamett Central
Road Realigmuent This alternalive has the potential to impact N12HP-eligible properties in Kipling.
A field survcy was conducted on March 15, 2013. Duri�ig the Ileld survey, the chosen altemative for the
project was assessed in how it might impact any NRHP-eligible resources. The two NRIIP-eligible
resources in the project area, tl�e Kipling United Metliodist Church and tlie Jolmson House a�id Store,
appear to not be adversely impacted according to project plans. Ilowever, tl�e additioval rigl�t-of-way to
be acquired may come close to the Johnson IIouse and Store. During the HPO concurrence meeting mi
[Iis(aric.lydiitecnire nnd lsndsenprs A'FFEC7S.ISSESSd1Y'NTfmm for .Mirmr TrmispoHnliou Pr'ojecls ns QiralPeJ in !fie 2007 Piograuvualfe dgr eemenl.
P1ge 1 of4

6/25/13 project engineers have conti�med that project activities will stay two feet outside of the right-of-
way slope stake line and that work will not cross over iuto the historic boundary for the Johnson Ilouse
and Store. '1'here will be no features of the Kipling United Methodist Church properly that will be
impacted by the rail crossiug removal or the roadway extension of Neil Smith Road. The railroad crossing
to be closecl will likely be closed off with bollards or a�,niard rail and the pavement removed.
If project plans ch�nge, further review from Historic Architectnre staff will be reqaired.
Facing north�vest in project area, Harnett County
Kipling United Methodist Cl�urch, facing north in project are�, Ilarnett Counry
Historic ArcAi(ec(ure miALnnArmpes h'h'P'ECTS dSSESSdfGNT fanq(ar Afinm' 7'r nnspor miion Pi oJetls us Qim/iJ]ed in Die ?007 Progranvnnlfc Agreemen(.
Page 2 of 4

ASSESSMENT OT ErTECTS
Property Na�ne: Kipling United Methodist Staters: Eligible
Church
Stmvey Site No.: PIN: 0652-39-7643.000
Effects
� No Effect ❑ No Adverse Effect ❑ Adverse Effect
E.rplanation oJ'Er(ecls Deterniinatiwz:
The project activities, according to project plans, will not extend into the I�ipling United
Methodist Church historic boundaiy. The historic property will not be affected by the project.
List o1'E+iviroi:mentnl Conu�iihnents:
No stagiug of project conshuction equipment on the Kipling United Methodist Church property.
No disturbance to landscaping, hardscaping, or trees by project eonstruction activities shall
occur.
Hismric.trcAl(ecnve nnd Lnudrenpes GFFLC7S.iSSd'SShch.)V!(oimJor hfinor Ti-nnsporlalion Projectr ns Qimlified in IAr ?007 Progrmmm�lic dgreemenl.
P�ge 3 of 4

Property Nmne: RoUert T. Jolmson Housc Stnlns: L?ligiblc
aud Storc
Srn���ey Slte No.: PIN: 0653-30-5157.000
_ . _ __ - - _ _ _ __ -- — -- --- -
lffects
❑ No Effect � No Adveisc Effect ❑ Advcrse Effect
�xt�lanntioi� oi�ifects Deler�iiii�atio�r:
The project activities, �ccording to project plans ancl Division 6 cngincers, will not extcud into
the Robcrt'C Johuson Housc nuc( Storc historic boundnry. Tlic ribht-ot=�vay to be acquirecl may
be ten feet north of tlic project limit lines on the project pinns, coming close to thc property
boundary. The plm�s c�ll for project activitics stay two feet outsidc of the slopc-stake (ine of the
esisting rig(�t-of-w�y, T(ic Jolmsou Housc �ud Store sliould uot bc �dversely affected by this
project nnd tl�e ribt�t-of-tvay shoul<I not iuUude into the historic property boundt�ry.
I.isl ofL7n�iroiunentrd Cnnuniti�rerrts:
Project aetivities aud uew rigttt-of-way to be acquired slmll not cxte�id iiito thc Johnson House
�ucl Slorc l�istoric property boundary. No staging oFproject construction equipment on lire
Robert T. Johnsoi� IIouse aud Store properties. No ciisturUaucc to l�ndscapiug, hardscapi»g, or
trees by project construction nctivities sh�ll occur. If plans chnnge, hu�ther cultural resources
review will bc required.
SUPPOR'I' DOCUt14LN'I'ATION
�Ninp(s) �Prcvious Survcy Iufo. �Photos ❑Correspondcuce �Design Plnns
RINDING BY NCllO'P ANll STAT� HISTORIC PR�STRVATION Oi'F'IC�
Historic Architecture �md Landse<ipes -ASSF,SSMEN"C OF IiFI�GCTS
Architectura) 1 [istoriaii
Statc [Iistoric Preservalion Offcc
% 3 f�
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