20110496 Ver 1_Application_20110523

BEVERLY EAVES PERDUE
GOVERNOR
MqY n??
yam, 2
DEPARTWENT OF TRANSPORTATION
May 19, 2011
By copy of this letter and enclosures, NCDOT is also requesting issuance of 401 Water Quality
Certification (WOC) #3820 from the Division of Water Quality (DWQ). A method of debiting $240 to
process the WQC permit request has been provided as noted in the subject line of this application.
If you have any questions or need any additional information, please contact me at [phone].
Sincerely, //wlz'4_/•Qo
Anneliese Westphal
Division 3 Environmental Specialist
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, North Carolina 28403
ATTENTION: Mr. Brad Shaver
NCDOT Coordinator
EUGENE A. CONTI, JR.
SECRETARY
11 0496
SUBJECT: Nationwide 14 Permit Application for Secondary Road Improvement on SR 1728
(Edens Lane), Fender County. WBS#: 3C.071071 (DWQ Permit Fee: $240)

STATE OF NORTH CAROLINA
Dear Mr. Shaver:
Please find enclosed a PCN application from the North Carolina Department of Transportation (NCDOT)
for a Nationwide 14 permit for the secondary road improvement project on SR 1728 (Edens Lane) in
Pender County.
The scope of the project will be to widen, grade, drain and base the 0.78 mile of existing unpaved road to
current NCDOT secondary road standards to improve the roadway safety and stability. These standards
include 20 feet of travel lanes and 6 feet of grassed shoulders on both sides within 60 feet of right of way
(or 5 feet of grassed shoulders on both sides within 50 feet of right of way). Also enclosed are wetland
data forms and maps for the issuance of a jurisdictional determination based on our field review on
February 24, 2011. The jurisdictional form will be supplied to you electronically.
Enclosures
cc: (without wetland forms)
Mr. Mason Herndon, DWQ, Fayetteville (1 copy)
Mr. David Wainwright, DWQ, Raleigh (7 copies)
5501 BARBADOS BLVD. CASTLE HAYNE, NC 28429
PHONE: [phone] FAx: [phone]
0F; WA?T6,9\??\\\O1G
Oli?57 r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PC Form
A. Applicant Information
1. Processing
la. 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?
v ? 5 4 ® 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
le. 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. N Yes ? No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below. ® Yes ? No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Edens Lane - SR 1728
2b. County: Fender
2c. Nearest municipality / town: Hampstead
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: 3C.071071
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if
applicable): N/A
3d. Street address: N/A
3e. City, state, zip: N/A
3f. Telephone no.: N/A
3g. Fax no.., N/A
3h. Email address: N/A
Page 1 of 11
PCN Form - Version 1.3 December 10, 2008 Version
T
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: NCDOT Division 3 Engineer
4b. Name: H. Allen Pope
4c. Business name
(if applicable): North Carolina Department of Transportation
4d. Street address: 5501 Barbados Boulevard
4e. City, state, zip: Castle Hayne, NC 28429
4f. Telephone no.: 910.341.2000
4g. Fax no.., 910.675.0143
4h. Email address: N/A
5. Agent/Consultant Information (if applicable)
5a. Name: Anneliese Westphal
5b. Business name
(if applicable): North Carolina Department of Transportation
5c. Street address: 5501 Barbados Boulevard
5d. City, state, zip: Castle Hayne, NC 28429
5e. Telephone no.: 910.341.2000
5f. Fax no.: 910.675.0143
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
Latitude: 34.422949 Longitude: -
1b. Site coordinates (in decimal degrees): 77.642597
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Mullet Run
proposed project:
2b. Water Quality Classification of nearest receiving water: SA 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:
The site is currently an unpaved secondary road. General land use is residential.
3b. List the total estimated acreage of all existing wetlands on the property:
N/A
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
N/A
3d. Explain the purpose of the proposed project:
To improve the existing roadway by bringing it up to NCDOT standards to inlcude paving to provide a better and safer
roadway for residents and school buses that utilize this facility.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project will widen, grade, drain, add base, pave and stabilize the existing road to NCDOT secondary road standards
to 20 feet of travel lanes and 6 feet of grassed shoulders (or 5 feet depending on R/W) using standard road construction
equipment.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property / ®Yes ? No El Unknown
project (including all prior phases) in the past.
Comments:
4b. If the Corps made the jurisdictional determination, what type

Preliminary ®Final
El
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Anneliese Westphal Other: NCDOT
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Field verification: 2/24/2011
5. Project History
5a. Have permits or certifications been requested or obtained for ?Yes ? No ®Unknown
this project (including all prior phases) in the past?
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
61b. 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. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T

W1 ®P ? T Road and
headwater forest ® Yes ® Corps Wetland A:
shoulder fill ? No ? DWQ <0.01
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts <0.01 acre
2h. Comments: This wetland is located on the inlet end of Pipe C from Sta. 26+001- to Sta. 26+35L..
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. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ®T Pipe UT Mullet Run ? PER
® INT ® Corps
® DWQ 8 22(+5
temp)
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 22(+5
temp)
3i. Comments: This tributary is located at Pipe C near Sta. 26+21. The permanent impacts are for additional pipe length and
the temporary impacts are for a dam on the inlet end for dewatering during construction.
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)
01 ? P ®T N/A coffer dam for dewatering pond < 0.01
02 ?P?T
03 ?P?T
04 ?P?T
4E Total open water impacts <0.01
4g. Comments: The pond is located on the outlet end of Pipe C near Sta. 26+21 R. During replacement of Pipe C, the pond
water will be isolated.
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
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:
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 an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse ?Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number- Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary impact required?
B1 ?P?T ?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
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Side slopes in fill sections have been designed at 3:1 or less. Headwalls have been included on the new pipe to reduce pipe
length and stream impacts. Impacts are the minumum amount needed to accomodate the road design in a 50-foot R/W.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Strict implementation of sediment and erosion control BMPs will be utilized to protect waters of the US.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ® Yes ? No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ? DWQ ® Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this ® Payment to in-lieu fee program
project?
? 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
It
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
41b. Stream mitigation requested: 44 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: As discussed with the Corps and DWQ, mitigation for impacts to 22 feet of intermittent stream at 2:1 is 44
feet. A form will be submitted to EEP. Mitigation for wetland impacts was not required.
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
61b. 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:
Page 8 of 11
PCN Form -Version 1.3 December 10, 2008 Version
. I
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
? ?
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A %
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:
NCDOT's BMPs for Construction and Maintenance Activities will be utilized to manage stormwater runoff during
construction. Grass swales will be used to the maximum extent possible in compliance with NCDOT's NPDES Permit No.
NCS000250 Post Construction Stormwater Program. See attached form.
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
® DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? N/A
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
® Coastal counties
® HOW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? NOTE: The Plan is attached, but is being submitted for the first time with ® Yes ? No
this application.
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 ® Yes ? No
use of public (federal/state) land?
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 ? Yes ®No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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
El Yes El No
letter.)
Comments:
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, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
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. ? Yes ® No
additional development, which could impact nearby downstream water quality?
31b. 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 project is one which qualifies as a minimum criteria (category 12i) under 19A NCAC 2F .0102. As such, the project
is in a category of projects that add either no or a minor amount of new impervious surface directly, indirectly, or
cumulatively. Consequently, the project will not result in cumulative impacts that cause or will cause a violation of
downstream water quality standards.
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
a
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a . Will this 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 ® No
impacts?
El Raleigh
Sc . 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?
Natural Heritage GIS Database
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?
NC GIS data
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?
Project has been reivewed and cleared by NCDOT Human Environment Unit in coordination with the State Hisotric
Preservation Office (see attached forms).
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:
8c . What source(s) did you use to make the floodplain determination? FEMA GIS data
Anneliese Westphal 5/1912011
?A
'
Applicant/Agent's Printed Name Applicant/Agent
s Sig ature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
Pender County
SR 1728 - Edens Lane - Secondary Road Project
Aerial Map 0 0.25 0.5 0.75 1
Miles
Pender County
SR 1728 - Edens Lane
Secondary Road Project
Topo Map 0 0.25 0.5 0.75 1
Name: Topsail Miles
Pender County
SR 1728 - Edens Lane -
Secondary Road Project
Lidar Map 0 0.25 0.5 0.75 1
Miles

Projecl Tracking No. (internal Use)
11-O1-0009
NO PREHISTORIC OR HISTORIC PROPERTIES
PRESENT/AFFECTED FORM
PROJECT INFORMATION
Project No: 3C.071071
WBS No: 3C.071071
F. A. No:
Federal (USACE) Permit Required?
County: Pender
Document:
Funding. ® State ? Federal
® Yes ? No Permit Type: Nationwide 14 and WQC
Project Description: Grade, drain, base and pave SR 1728 Edens Lane in Pender County. Existing soil
road off US 17 north of Hampstead, NC. Road improvements may require as much as 30 feet of
widening on either side of the road (depending on the existing alignment). Some sections of road will be
widened about 10 feet on both sides of the road.
SUMMARY OF FINDINGS
The North Carolina Department of Transportation (NCDOT) reviewed the subject project and determined:
Historic Arch itecture/Landscapes
® There are no National Register-listed or Study Listed properties within the project's area of potential
effects.
® There are no properties less than fifty years old which are considered to meet Criteria Consideration G
within the project's area of potential effects.
? There are no properties within the project's area of potential effects.
® There are properties over fifty years old within the area of potential effects, but they do not meet the
criteria for listing on the National Register.
® All properties greater than 50 years of age located in the APE have been considered and all compliance
for historic architecture with Section 106 of the National Historic Preservation Act and GS 121-12(a) has
been completed for this project.
® There are no historic properties present or affected by this project. (Attach any notes or documents as
needed)
"No HwanT P rprniet Prerrnl"form f r Mlinor 7renvponmiun Prrgens m Qualijied m the 2W7 I'ragrommmic Agreemem.
NCD07' Archaeology h Hirmric Archilecane Groups
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions.
Review of HPO quad maps, HPO GIS information, historic designations roster, and indexes was
undertaken on 4 March 2011. Based on this review, there are no existing NR, SL, LD, DE, or SS
properties in the Area of Potential Effects. Google Maps indicated that there are several structures along
the present gravel road, and a survey was required.
A survey was conducted on 4 April 2011, and there are no historic resources present within the APE.
There are several mobile homes and one-story houses within the APE, and one house is over fifty years
of age, but no properties are eligible for NR listing. No historic properties are present.
SUPPORT DOCUMENTATION
See attached: Maps.
Signed:
Cultural Resources Specialist, NCDOT
Date
No Nismric N,,penln, Presets" forn, for Minur T,.,po,Iau n Praieen. guu/Jrcd in tlm 2007
Prngrummaiic Agreumem.
NCLW Arehaeola p h Nisiurie Arrhiieave Group.

Project Tracking No. (Internal Use)
'I 11'01'0009
NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No.
"S No:
F.A. No:
SR1728
County: Pender
3C.071071
n/a
Federal (USACE) Permit Required?
Document: Minimum Criteria Sheet
Funding..- ® State ? Federal
® Yes ? No Permit Type: Nationwide
Project Description: Grade, drain, base, and pave SRI 728 (Edens Lane) in Pender County, North
Carolina. There are five existing crosslise pipes and four of these will be upgraded or lengthened. Most
of this work will be within the 50ft.-60ft, right-o%way as noted on the design plans. The archaeological
APE corridor for the project encompasses the general construction footprint and measures 0.78 mile in
length and 60ft. in width (row).
SUMMARY OF CULTURAL RESOURCES REVIEW
Briefdescription of review activities, results gfreview, and conclusions,
A map review and site file search was conducted at the Office of State Archaeology (OSA) on Tuesday,
March 8, 2011. No previously recorded archaeological sites were contained within the presently defined
APE or directly adjacent to the project study area. However, there were numerous archaeological sites
recorded a few miles to the south of Edens Lane along the creeks emptying into Topsail Sound. A review
of National Register of Historic Places (NRHP) listed properties/districts was completed which identified
no such listed archaeological resources within or near to the project area. In addition, topographic maps,
USDA soil survey maps (the northern half of the APE corridor is poorly drained Leon fine sand & the
southern half is moderately well-drained Foreston loamy fine sand), and aerial photographs (Google)
were inspected/utilized by the cultural resource specialist to gauge environmental factors that may have
contributed to historic or prehistoric settlement within the project study area and to assess the level of
modern, agricultural, hydrological, and erosive disturbances within the APE.
Brief Explanation ofwhy the available information provides a reliable basis'for reasonably predicting
that there are no unidentified historic properties in the APE:
Due to the lack of existing archaeologicaUhistoric resources within the. currently defined APE, the
relatively diminutive nature of the rural improvement project, and the largely agricultural and residential
character of the area directly surrounding SRI 728, the 60ft. wide right''-of--way corridor is unlikely to
contain any significant archaeological or cultural resources. No further' archaeological work is
recommended for this rural, state-funded construction effort.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ? Photos ?Correspondence
? Photocopy of County Survey Notes
FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL
NO SURVEY REQUIRED
"No .grn•ey Re9xinrcl' ;IormJor Minor Tnaapmllon Pmje U m Q.hjied in the 2007 Progmmnrnlic A_greemern.
NCDOTArchneeloV & Nuloric Ardritecbve Groner

NCDOT Cultural Resources Specialist
"Na S?wq Required"/drm lm' Minor 7rmvporlariw Pro/ecu as Qluil/led in the 2007 / ngrammadc Agreemem.
NCDOT Archneoiogv k Hislorie Archircoure Gruj"

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Project No.: W 13 $ 3C. 07(0-? j rC eoS YI S1 1-72F Date: 13j q • j
TIP No.: Designer. R, 4te C
CitylTown: Project Manager: ye,
County: A-B
C-D
E-L
M-P `p,r4EY
R-U
V-W County: A-B
C-D
E-L
M-P
R-U
V-W
LAMA County: 0 Yes TVA County: Q Yes CAMA County: Q Yes TVA County: Yes
RlverBasin(s): (t) Ca .c F-eatr (2)
Primary Receiving Water: V?' "U.114- Ruh .
NCDWQ Surface Water Classification ';4 l}(?? f
Primary:
Supplemental:
Other Stream Classification:
303(d) Stream: OQ Yes Type of Impairment 51.?1?k` S?, (}ar rts;in
State Stormwater Permit Required? Q Yes ® No
Could the Project Impact Threatened or Endangered Species? ? Yes No
Description:
Anadromous Fish Present? D Yes C'No
Description:
Buffer Rules In Effect? Q Yes j$No Buffer Rules:

-'«...'.'? 'r Y4ANO ' 3 i h t^{ 'Sijil {1fj(. Y.?YO ' f, ` l i ¢ T?.
?'.
?I?S?RB ?.o fLa'?'. •fY ti ? i? -:._.:? sir.` tom.. r ??1 ?. ?, : ,_ i
IN ` ?. ,:.+?` s?2??,u'?:13?v
11
Existing Roadway Description; least- 1`X C Radwa ',+- he..
ADT:
Exlsting Cross•Section: S xe 't U
Surrounding Land Use: waii,14 e i b'7
General Comments:
PoetD_c to;?f>
Proposed Roadway Description: Zp r 51or

4-
ADT: S•111w` t{7, .c
Proposed Cross-Section: C¢e i CfT
Interchange Modification: Median Type:
Terminus; Terminus:
(ptcn(.

Length of ProJecf: (y,-$miles 4101 J4 feet Added Impervious Area: 0 ,*2
acres
General comments: 0.37 afd-,AWW-j d Pjb ?f 1e+ wfo-l ?iWles +LQ vo

al E 'o
uris I ti
Stream Name Type 9
S a =. 1
Classification e

Proposed Structure
7 u
w ,I 14 Ruh S
SA- 4Qw
42" -ve 58' 6L ti
w hu wa

''3as
Station "?;:r y t . : r?
Stream Name o o
Stream
Length ft v;?tS 1
Additional Informatlon

Station Type of Impact Minimization of Impact
,Z1, +2{ 12?10J am old I A m awrn} 4-8 4pj),V
NC s}A

It94 A

J,
'ChadJble am avaaebla In the BMP Toolbox.
. I.
Dmhiage Area
Water Mrdty Volume
i .I
F. A Nor(h Carolina Dri
artment of Trans
ortatl
n'
p
p
g
Hlgjrwaq Stgrmwatgt Program '

SWALE CHECKLIST Page 1 of 1
1?.

Project: TIP No:
Prepared by: Date: Checked by: Date:
NCDOT Division: River Basin:
City: NCDWQ Stream Classification
County: Primary:
CAMA County: Yes No Supplemental:
TVA County: Yes No 303(d) Stream: Yes No
Buffer Required: Yes No
PROJECT DESCRIPTION
S
?i

?

am
?, ? ,., J4 a ?orragt resgon?e - 3-,?.?r ? + No K ,y
v s x ??- -,?

1 Was a field visit made to the proposed ? ?
swale site?
2 Were off-site drainage areas verified and d ? ?
accommodated?
Were different swale k)cations and
3 orientations considered to optimize water ? ?
quality benefits? Explain.
Was NCDENR (2006) Erosion and
4 Sediment Control Planning and Design ? ?
Manual reviewed for proper vegetative
cover selection?
5 Is selected vegetation specified? ? ? r
Were adequate ingress and egress for

6
maintenance provided within the ? ?
right-of-way?
7 Were water quality rock checks used in ? ?
the swale design?
6 Was temporary erosion-resistant lining ? ? t?
7
specified?
0 Were all design assumptions ? ?
documented?
V Precipitation Frequency Data Server Page 1 of 3
POINT PRECIPITATION
FREQUENCY ESTIMATES
FROM NOAA ATLAS 14
NORTH CAROLINA 34.349 N 77.616 W 0 feet
6mn "Precipitalim-Frtqutnry Atlas of AD 0niled Slatei NOAA Alin N, Volume Z Vaalon3
G.M. Bmin. D. himia, B. We, T. Pmzybog, ALYckm. and D. ROcy
NOAH, Nriond Wcathm Smica. Sam Spring. Alerylmd, 2007
Extracted: lba May 111011
x;CoafidenceLimtis .,Sltasonalil ReL edJnfo,;:; .;;Olsdaia,. Mapa., Docs _,,ReIUFOIp„$taje.Map.,,._
Precipitation Intensity Estimates (in/hr)
A errs
)
1(y
? 11!_1R
BM
W11 nun
Dtin
9
?
hr
L
hr
1-11
hr
®
®
? ?
1
1 day 1
1 day
F1 6.12 4.89 ® .79 1.7d 1.05 0.75 0.46 0.27 .16 0.09 0.05 ® 0.03 0.02 0.01 .01 .01
7.30 5.84 4.89 338 2.12 129 0.92 0.57 0.33 0.19 0.11 0.06 0.04 0.03 0.02 0.02 0.01 0.01
F-Q 8.53 6.8 5.76 4.09 2.62 1.63 1.17 0.73 .43 025 0.15 0.08 0.05 0.04 ® 0.02 .02 0.02
10 9.48 7.58 .39 4.63 3.02 192 1.38 0.86 0.51 .30 0.17 0.09 0.06 0.05 ® 0.02 .02 0.02
^,^C
'J
DK 10.70 .3 7.20 5.34 3.55 232 1.70 1.o6 0.63 0.37 021 .12 0.07 0.06 ® 0.03 .02 .02
SO 11.62 9.25 T.SO 5.88 3.98 2.67 1.97 123 .7d 0.44 0.25 O.I3 0,08 0,06 0,04 O03 0.02 .02
100 12.55 9.97 8.40 6.44 4.43 3.Od 2.27 1.41 0.86 0.51 0.29 0.15 0.10 0.07 0.D4 0.03 0.03 0.02
200 13.50 10.70 9.00 7.00 4.91 3.45 .61 1.64 1.00 0.60 0.34 0.18 O.II 0.08 0.05 O.Od 0.03 0.03
500 14.74 11.65 9.78 7.78 5.58 d.05 3.12 1.97 1.21 0,73 0.41 0.21 0.13 0.09 0.06 0.04 0.03 0.03
1000 15.76 1241 1038 8.d1 6.14 4.57 .Sb 226 1.79 O.S4 0.47 0.24 O.Id 0.11 0.06 0.05 D.04 .03
'These pmdpgaDOn lregaengas6nates are 6aadon a:+^etd_s_ aARI I6 NeAreraga Reauren[e 4ikrcal.
Please n krlo NOAH Ache 140o0rnem rat mmeNbma6on. NOTE: Fmmai&p k=as6nalea mar mm Is appear as gem
* Upper bound of the 90% confidence interval
Precipitation Intensity Estimates (in/hr)
ARI"• 5 10 15 30 60 120 3 6 l2 24 48 4 7 10 20 30 45 60
an min min 11 min 11 min 11 min min hr hr hr hr hr da da da Ja day dA day
1 6.64 530 4.42 3.03 1.89 1.15 0.82 0.51 030 0.18 0.10 0.06 0.04 0.03 0.02 0.02 O.OI 0.01
'F-2-
1 1 6.32 5.30 3.66 2.30 1.40 1.01 0.63 0.37 021 O.12 0.07 0.05 0.04
-1 0.02 0.02
-1 0.02 0,01
0 9.23 7.39 6.23 4.43 2.84 1.78 1.28 0.80 0.47 0.28 0.16 ® 0.06 0.04 0.03 0.02 0.02 0.02
10 10.25 8.20 6.91 S.OI 3.26 2.09 1.52 0.95 0.56 0.33 0.19 0.10 0.07 0.05 0.03 0.03 0.02 0.02
25 IIS4 9.20 7.78 5.76 3.83 253 1.86 1.17 0.10 0.41 0.24 0.13 0.08 0.06 0.04 0.03 F00-21 [0 02
50 1255 9.99 8.43 6.35 4.30 2.90 2.16 1.36 .82 0.48 0.28 0.15 0.09 0.07 0.04 0.03 0.03 0.02
100 13.57 10.78 9.08 6.96 4.79 3.31 2.49 1.57 095 OS7 0.32 0.17 O.ll 0.08 0.05 0.04 0.03 0.02
200 14.60 11.58 9.74 7.58 532 3.75 2.85 1.80 1.10 0.66 038 0.20 0.12 0.09 0.05 0.04 O03 0.03
500 16 0 F12.65 l062 8.45 6.OG 4.41 3.41 2.17 1J3 0.81 0.46 .23 .14 0.10 0.06 0.05 0.04 0.03
1000 17.15 11.50 11.30 9.15 6.68 4.99 3.90 2.49 1.54 0.94 0.53 0.27 0.16 0.12 0.07 O.OS 0.04 0.03
The upperhomd of the driimlNavalat90%=Memsind Is tliuralueWdch 6%ofWesemi" gaasBeaaeslm a ghen hegmwysm Gfuterdun.
"These predplbtlon rm4umwy estlmlm ua 6ase0 do ap0a69asedgd. ARI le tlleAverage Rxarmncehlmml
Plmm rdarb NOMtt il Oom¢nlbrmcm h%wlimt NOTE fmna" prey" eslma7m near was b appear asmm
* Lower bound of the 90% confidence interval
Precipitation Intensity Estimates (in/hr
ARI"" ? 10 15 30 120 ? ? 12 24 10 20 30 45 60
I F" and min min 11 min minmin I[Ininj hr hr hr 11 hr 11 hr Ja dA day day day day dRy
5.68 4.Sd 3.78 2.59 1.61 0.97 0.69 .43 0.25 0.1 S .09 .05 0.03 0.03 0.02 .01 .01 0.01
6.77 5.41 d.54 3.13 1.97 1.18 0.84 0.52 .30 0.18 .10 .06 0.04 0.03 0.02 .02 0.01 .OI
0 7.88 6.31 5.32 3.78 2.42 1.50 1.07 0.6G 0.39 0.23 .13 .07 0.05 0.0A 0.02 .02 .02 O.OI
10 8.74 F6"-IFS-89-1 4.27 2.78 1.75 1.26 0.78 .46 0.27 .16 ® 0.06 0.04 0.03 A2 .02 0.02
.02 0.02
25 9.82 7.62 6.60 F48-9]E26] 2.11 1.54 0.96 0.56 0.34 .19 .IO 0.07 0.05 0.03 .03
I- -1
I?f-If-I?1f-In?li?l-III-II?I?I-II-11-11-I?'I(?I
llttp://dipper.nws.noaa.gov/cgi-bin/hdsclbuildout.perl?type=idf&units=us&series=pd&stat... 5/17/2011

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