20140805 Ver 1_Application_20140731

-
JUL 3 1 2014 �.
DENR - WATER UUALITkATE OF NORTH CAROLINA
WETLANDS AND STORWA'gjRRai�i�M NT Of TRANSPORTATION
PAT McCRORY ll ARTI�/IE ANOTHONY J. TATA
GOVERNOR , SECRETARY
July 30, 2014
US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Mr. Dave Bailey
3331 Heritage Trade Dr., Ste. 105
Wake Forest, NC 27587
Attention: Mr. Dave Bailey and Mr. Dave Wanucha
NC Division of Water Resources
Winston -Salem Regional Office
Attn: Mr. Dave Wanucha
585 Waughtown St.
Winston- Salem, NC 27107
Subject: Notification for the replacement of Bridge #145 over Candy Creels on SR 2700
(Hopkins Road) in Guilford County. WBS # 45353.1.29
Dear Ms. Homewood,
The North Carolina Department of Transportation is scheduled to replace Bridge #145 with a new bridge
at the same location. I have included the Attachments G & L with a project description and a set of the
project plans. A stormwater management plan is also attached. Please review this project for compliance
by your Division.
We plan to begin construction as soon as possible. If further information is required, please contact Jerry
Parker at (336) 256 -2063. Your early review and consideration will be appreciated.
Sincerely,
J.M. Mills, P.E. 6
Division Engineer, Division 7
Enclosures
cc: Tim Powers, NCDOT
Barry Harrington, Roadside Environmental Field Operations Engineer, NCDOT
Jeremy Warren, NCDOT
Darrell Ferguson, District 2 Engineer, NCDOT
-File Copy
P. 0. Box 14996, GREENSBORO, NC 27415 -4996
PHONE [phone] FAX [phone]

MEW
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory Tom Reeder John Skvarla, III
Governor Director Secretary
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project No.: B -N /A County Guilford
Bridge No.145 over Candy Creek WBS Element Number 45353.1.29
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This.project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: July 30, 2014
Applicant Name
NCDOT
Applicant Address: 1584 Yanceyville Street
Greensboro, NC 27415
Primary Contact for Project: Jerry A. Parker
Phone No.: 336- 256 -2063
Is this an after - the -fact application: Yes X No
River Basin: Cape Fear /Jordan Lake Watershed
Stream Classification: 16 -5: WS -V: NSW:03 -06 -01
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 — Maintenance
State: General Water Quality Certification #3687 and /or Buffer Authorization
Local: None
Project Description — The project consists of replacing Bridge #145 over Candy Creek on SR
2700 (Hopkins Road) and improving roadway approaches. The existing 34' L X 36'W two -span
bridge with timber deck on'timber joists supported by timber caps on piles and timber bulkheads
is structurally deficient and will be replaced with a new 55' L X 28'W, single span cored slab
bridge at the same location. An off -site detour will be utilized during construction. While there
are wetlands immediately adjacent to the bridge, the project will not impact them. There are 39
linear feet of permanet stream impacts that are restricted to the banks under the bridge for
stabilization purposes (i.e. rip rap will not be within the thalweg of the channel). The project
drainage system also consists of grated inlets and pipe outfalls that drain to existing roadside
ditches and swales or dissipator pads that outlet at non erosive velocities prior to the riparian
buffer. Proposed Riparian Buffer impacts include 317 square feet in Zone 1 and 291 square
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699 -1650
Location: 512 N Salisbury St., Raleigh, North Carolina
Phone: 919 - 707 -87841 FAX: [phone]
Internet: http: / /porta(.nrdenr.orglwebiwq
An Equal Opportunity 1Affirmative Action Employer
One
NorthCarohna
AaharallY

feet in Zone 2 to accommodate the wider span bridge and the necessary fill slopes. It should be
noted that there is a buffered, intermittent stream channel that parallels the existing roadway.
The project proposes no impacts to this adjacent channel or its associated riparian area. A
review was conducted for the presence of Bald Eagle and small whorled pogonia, the only
federally listed protected species for Guilford County. An assessment within the review area
showed no habitat and review of NCNHP mapping showed no known occurrences of either
species. �--
Signature: /✓ ova
Print Name: 6 / S
Title: !�! S O.'V

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Map Location USGS Map Figure 1
NC DOT Bridge 145 over Candy Creek o�N TIJCR�
ROCKINGHAM CASWELL Hopkins Road, Browns Summit, NC N
Guilford County y~ ��,•
Browns Summit Quadrangle '
v z'
USGS Topography, 2013
GUILFORD ALAMANCE �9
June 30, 2014
1 inch = 2,000 feet �FHTOrtanNS�O�

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Bridge 145
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Map Location Moils Map Figure 2
NC DOT Bridle 145 over Candy Creek
VAOR n C
ROCKINGHAM CASWELL Hopkins Road, Browns Summit, NC N
Guilford County
Sheets 5 and 11
GUILFORD ALAMANCE Guilford County Soil Survey, 1977
June 30, 2014
P,�0
1 inch = 2,000 feet R

ri.1ttachment G: Low/Minimal Impact
Bridge ProJect Data Sheet
I
11P NO
BD-5107AB
2
IWBS Element No.
45353.1.29
3
:County
Guilford
4
':Bridge Number
400145
5
jDescription
Bridge No. 145 over Candy Creek on SR 2700 (Hopkins Road)
6
laasm
tUassffication
Stream : SIN
:Type __
.:Size
Cape Fear
7
WS-V; NSW
16-6
8
9
SA - Perennial; –§b - Intermittent
10
__
SA 4-6 ft. wide, 2-8 ft. banks; SB 1-2 ft. wide, 1 ft. banks
11
Existing Structure I Size
[Suff. Rating
Timber Deck on Timber Joists
Two Span Bridge: I @ 17'19', 1 @ 17'9"
38.41
12
13
14
Proposed Structure lType
Size
Single Span 21" PCCS
15
I @ 55'w/ 2.5' Deep Caps
161
Stream ;USAC� (InEL.
NCDWQ Impacts (LF)
39 ft. permanent
17
39 ft. permanent
18
Wetlands
USALCE Impacts (AC)
0
0
19
Non 404 Impacts (AC)
20
CAMA Impacts (SF)
0
21
INC DWO Buffers Impacts (SF)
608 sq. ft.
221
Buffer Applicaton Required (YIN)
Yes
23
State Stormwater Permit Required (YIN)
No
24
Habitat
T&E i •Species Present
1 Bio Conclusion
None
25
None
26
N/A
27
Moratorium 1TVne
Dates S
None
28
- one —
N
9
]Native/!
!Trout Species Present
Trout Waters
Trout Conditions
i- .-- – _99 _M_
!WRC Reviewer
No
3 0
No
N/A
1
31
32
33
CAMA;AECs
No
34
Essential Fish: Habitat
No
35
Nay.'Opening
No
36
USCG iPermit
No
37
Historic) Prooerties
No
38
Archaeological! Resources
No
391
Tribal Lands
No
401
4(f);Resources
No
41
6(f) [LWCF] !Resources
No
42
Wild and i Scenic River
No
43
=Federal Lands
No
44
TVAiArea
No
45
FEMAJBuyout
N/A
46
FEMAIFlood Study
No
471
USTs 1 Haz Mats
No
48
;Relocatees
None
49
; LAT
Location
!LONG
36.23389
79.66158
—
50
51
Project Comments
Cape Fear River Basin drains to Jordan Lake, so Jordan Lake Watershed buffer
rules apply.
Completed by:
lead Engineer
piv, ion EnvironmenTNTOfficer
Date:

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SITE LOCATION
N o 11000 2,000 4,000 Project No. BD 5107AB FIGURE
Feet Bridge No. 145 over Candy Creek
1 inch = 2,000 feet on SR 2700
Guilford County, NC
source. Bing Maps Aerial, Microsoft copyright 2011

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U.S. ARMY COR-F-S OF ENGINEERS cop
WILMINGTON DISTRICT
Action Id. SAW - 2014 -00472 County: Guilford U.S.G.S. Quad: NBC- BROWNS SUMMIT
NOTIFICATION OF JUIISDICTIONAL DETE ZNIINATION
Property Owner: NC Department of Transportation. Div 7
J.M. Mulls
Address: PO Bog
Greensboro, NC _27415
Telephone Number: 336- 334 -3192
Size (acres) N/A Nearest Town Browns Summit
Nearest Waterway Smith Branch River Basin Haw. North Carolina.
USGS HUC 03030002 Coordinates Latitude: 36.23393: Longitude: - 79.66157
Location description: Study area for Project No. BD 5107AB Bridge No 145 over Candy Creek, on SR 2700. Hopkins
Road northeast of Browns Summit, NC.
Ind:czte Which of the Following Avy 1
A. 'Preliminary Determination
Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area.
We strongly suggest you have this property-inspected to determine the extent,of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which maybe appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands o a the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload!, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
X The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean 'Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

Action Id. SAW - 2014 -00472
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Eric Alsmeyer at 919 -554 -4884 x23 or
Eric.C.AlsmeverQusace.army.mil.
C. Basis For Determination: The project area contains relatively permanent waters, with indicators of ordinary high
water marks, stream channels of of Candy Creek and an unnamed tributary, and abutting wetlands. Candy Creek is a tributary
of the Haw River, a Traditional Navigable Water.
D. Remarks: This JD was confirmed by field inspection on 12/17/2013. The drawing on the attached Figure 3, Wetland
Delineation, Project No. BD 5107AB, received 1/6/2014, accurately depicts the jurisdictional waters of the US within the
subject study area.
E. Attention USDA Program Participants
This delineation/determination has been conducted to :identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by May 15, 2014.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.' :'*
Corps Regulatory Official:
Date: March 17, 2014 Expiration Date: March 17, 2019
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http: / /reg_ulatoKy.usacesurygy com/.
Copy furnished: Agent: ARCADIS
Robert Lepsic
Address: 801 Corporate Center Drive, Suite 300
Raleigh, NC, 27607
Telephone Number: 919.854.1282

NOTIFICATION OF A]
REQUEST
ANA; PR(
Applicant:
NC Dept. of Transportation, Div 7;J.M. Mills File Number: SAW- 2014 -00472
Date: March 17, 2014
Attached is:
See Section below
F11
INITIAL PROFFERED PERMIT Standard Permit or Letter of nnission
A
❑
PROFFERED PERMIT Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
®
APPROVED JURISDICTIONAL DETERMINATION
D
❑
_ PRELIMINARY RTRTSDTCTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information maybe found at h=:/ /www.usace.armymil/ Missions /CivilWorks/ Red .ilatoryProgramandPermxts.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. ;
ACCEPT: If you received a Standard Permit, you may sign the pennit document and return it to the district engineer for final
authorization. If you received a Letter of Penmission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
s
OBJECT: If you object to the pennit (Standard or I.OP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the pennit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer willl send you a proffered permit for your reconsideration, as indicated in
Section B below.
B:
PROFFERED PERMIT: You may accept or appeal the pennit
ACCEPT: If you received a Standard Permit, you noay sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Pennit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the pennit, including its tenns and conditions, and approved jurisdictional determinations associated with the
permit.
a
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terns and conditions therein,
you may appeal the declined permit under the Corp> of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of tins notice.
4 C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice. J
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
+ E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the i
Corps to reevaluate the JD.

For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303 -8801
Phone: [phone]
SECTION H - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Descrbe your reasons for appealing the decision or your objections to an initial
M proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
a objections are addressed in the administrative record.)
r �
'ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
' record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
PUIN'T OF CONl -ACT FOR QUESTIONS OR INFORMATION: 9
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact: ;
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Eric Alsmeyer
CESAD -PDO
US Army Corps of Engineers, Wilmington District
U.S. Army Corps of Engineers, South Atlantic Division
Raleigh Regulatory Field Office
60 Forsyth Street, Room 1OM15
3331 Heritage Trade Drive, Suite 105
Atlanta, Georgia 30303 -8801
Wake Forest, NC 27587
Phone: [phone]
Ih
I
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
Iconsultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day 1
a notice of any site investigation, and will have the opportunity to participate in all site investi ations. t
{
Date: Telephone number:
Signature ofappellant or agent.
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD -PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303 -8801
Phone: [phone]

MMM
QDQ-3
RMV
"MON

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
January 2, 2014
Robert Lepsic
Arcadis
801 Corporate Center Dr, Suite 300
Raleigh NC 27607
Subject: NCDOT BD -5107 AB, Bridge No. 145 on SR2700, Guilford County
Candy Creek [Cape Fear Basin, CPFO1, 16 -5, WS -V, NSW]
On -Site Determination for Applicability to the, Jordan, Buffer Rules (15A NCAC 2B .0267)
On -Site Determination for Applicability to the Mitigation Rules (15A NCAC 2H .0506(h))
Dear Mr. Lepsic
On December 17, 2013, at your request and in your attendance, Sue Homewood NC Division of Water
Resource (NCDWR) staff, conducted an on -site determination to review drainage features located in the
vicinity of Bridge # 145 on SR2700 in Guilford County for applicability to the Jordan River buffer Rules
and for applicability to the mitigation rules (15A NCAC 2H .0506(h)). The drainage features are
approximated on the attached map initialed and dated January 2, 2014.
NCDWR has determined that the stream feature labeled as "sa" on the attached map is perennial within
the project area and the stream feature labeled as "sb" on the attached map is intermittent within the
project area. Please note that no other features at the site were evaluated or please note that other sites
identified in the jurisdiction verification request package but not reviewed on site by NCDWR will be
considered accurate as presented. Also, this letter only addresses applicability to the Jordan Buffer Rules
at the site specifically marked on the attached map and does not apply to reaches of the channel [or
drainage feature] further downstream from the NCDOT project area, or to any other drainage features in
the vicinity.
This letter only addresses the applicability to the mitigation rules and the buffer rules and does not
approve any activity within the buffer, Waters of the United States, or Waters of the State. Any impacts
to wetlands, streams and buffers must comply with the Jordan Buffer Rules, 404/401 regulations, water
supply regulations (15A NCAC 2B .0216), and any other required federal, state and local regulations.
Please be aware that even if no direct impacts are proposed to the protected buffers, sheet flow of all new
stormwater runoff as per 15A NCAC 2B . 0267 is required.
The owner (or future owners) or permittee should notify NCDWR (and other relevant agencies) of this
determination in any future correspondences concerning this property and /or project. This on -site
determination shall expire five (5) years from the date of this letter.
Transportation and Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699 -1650
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterauality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

Landowners or affected parties that dispute a determination made by NCDWR or Delegated Local
Authority that a surface water exists and that it is subject to the mitigation rules may request a
determination by the Director. A request for a determination by the Director shall be referred to the
Director in writing c/o Amy Chapman, NCDWR Wetlands /401 Unit, 1650 Mail Service Center, Raleigh,
NC 27699 -1650.
Individuals that dispute a determination by NCDWR or Delegated Local Authority that "exempts" a
surface water from the mitigation rules may ask for an adjudicatory hearing. You may obtain the petition
form from the office of Administrative hearings. You must file the petition with the office of
Administrative Hearings within sixty (60) days of receipt of this notice and the date the affected party
(including downstream and adjacent landowners) is notified of this decision. A petition is considered
filed when it is received in the office of Administrative Hearings during normal office hours. The Office
of Administrative Hearings accepts filings Monday through Friday between the hours of 8:OOam and
5:OOpm, except for official state holidays. The original and one (1) copy of the petition must be filed with
the Office of Administrative Hearings.
The petition may be faxed - provided the original and one copy of the document is received by the Office
of Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
Telephone: (919) -431 -3000, Facsimile: (919) -431 -3100
A copy of the petition must also be served on DENR as follows:
Mr. Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
This determination is final and binding unless you ask for a hearing within 60 days.
If you have any additional questions or require additional information please call Sue Homewood at 336-
771 -4964 or sue.homewood @ncdenr.gov.
Sincerely,
Sue Homewood
DWR Winston -Salem Regional Office
Attachments: Topo Map
Arcadis provided stream /wetland map
cc: Eric Alsmeyer US Army Corps of Engineers — Raleigh Regulatory Field Office (e -copy only)
WSRO NCDWR Regional Office
NCDWR Wetlands 401 Transportation permitting Unit File Copy

��,, , 1 -21 ,I.

Project Tracking No. (Internal Use)
13 -06 -0016
00 A" HISTORIC ARCHICTECTURE AND LANDSCAPES
r, NO SURVEY REQUIRED FORM
' This form only pertains to Historic Architecture and Landscapes for this project. It
ITMW is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PROJECT INFORMATION
Project No:
County:
Guilford
WBS No.:
45353.1.29
Document
Type.-
Fed. Aid No:
Funding:
® State ❑ Federal
Federal
Permit(s):
Yes ❑ No
Permit
Typ e (s):
unknown
Project Description:
Replace Person County Bridge No. 145 over Prong Haw River on SR 2700 (Hopkins Rd)
CIiMMARV OF UNT(IRIf ARC'NIC'TF.C'.TIiRF. ANn I,ANDSCAPF,S REVIEW
Description of review activities, results, and conclusions:
Review of HPO quad maps, relevant background reports, historic designations roster, and indexes was
undertaken on July 5, 2013. Based on this review there are no NR, DE, LL, SL, or SS in the project area.
Guilford County GIS Tax Data shows three houses in the APE, all built after 1971. There are no
properties over 50 years of age that meet the minimum criteria for National Register Eligibility in the
project APE.
Why the available information provides a reliable basis for reasonably predictinz that there
are no unidentiTed significant historic architectural or landscape resources in the project
area:
Using HPO GIS website and the Guilford County GIS Tax Data website provides reliable information
regarding the structures in the APE. These combined utilities are considered valid for the purposes of
determining the likelihood of historic resources being present.
SUPPORT DOCUMENTATION
®Map(s) ❑Previous Survey Info. ®Photos []Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
�f�
NCDOT Architectural Historian
Date
Historic Architecture and landscapes NO SURVEY REQUIRIiD form jar Minor Transportation Projects as Qualified in the 2007 Progranoaatic Agreement.
Page 1 of 2

Historic Architecture and Landscapes NO SUR MY REQUIRED john for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Page 2 of 2

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Prqject Tracking No.:
13 -06 -0016
,o NO ARCHAEOLOGICAL SURVEY REQUIRED FORM
This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not
a �» •,, y�� valid for Historic Architecture and Landscapes. You must consult separately with the
arc,:.:.. •cy
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No:
WBS No:
F.A. No.
BD- 5107AB
45353.1.29
BRZ- 2700(2)
Federal Permit Required?
County:
Document
Guilford
Not Listed
Funding: ® State ❑ Federal
❑ Yes ❑ No Permit Type: To be determined
Project Description: The NCDOT (Division 7) proposes to replace Bridge No. 145 on Hopkins Road
(SR 2700) over Candy Creek in Guilford County. Bridge No. 145 was built in 1959 and is considered to
be structurally deficient. There may be minor ditch impacts. An off -site detour is to be used during
construction. The proposed project measures approximately 802 feet (0. 152 mile) long by a proposed
ROW width of 100 feet. Based on these measurements, the Area of Potential Effects (APE) measures
approximately 80,200 square feet or about 1.84 acres, inclusive of the existing roadway and structure.
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
A map review and site file search was conducted at the Office of State Archaeology (OSA) on Thursday,
July 11, 2013. An archaeological survey within the vicinity of this particular bridge location has never
been conducted, and no archaeological sites have been recorded within one -half (1/2) mile of the
proposed project. Digital copies of HPO's maps (Browns Summit Quadrangle) as well as the HPOWEB
GIS Service (http: / /gis.ncdcr.gov/hpoweb /) were last reviewed on Monday, July 15, 2013. There are no
known historic architectural resources located within the project area that may have intact archaeological
deposits within the footprint of the proposed project. In addition, topographic maps, historic maps
(NCMaps website), USDA soil survey maps, and aerial photographs were utilized and inspected to gauge
environmental factors that may have contributed to historic or prehistoric settlement within the project
limits, and to assess the level of modern, slope, agricultural, hydrological, and other erosive -type
disturbances within and surrounding the archaeological APE.
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
Both Federal and State funds will be used on this project, which may or may not require a Federal permit
and permanent or temporary easements. Existing ROW appears to measure approximately 60 feet wide.
Therefore, there may be impacts up to 20 feet beyond the existing ROW along the project corridor. From
an environmental perspective, the APE consists of the gently sloping and undulating Uplands of the North
Carolina Piedmont, and is composed of Chewacla sandy loam (Ch) within the drainage of Candy Creek as
well as Appling sandy loam, 6 -10% (ApC) to either side of the drainage. The APE consists of Chewacla
soils that are somewhat poorly drained and commonly subjected to flooding for brief periods of time.
Appling soils are also commonly found on long, narrow side slopes crossed by intermittent drainages.
Thus, the current soil conditions along Candy Creek would not be suitable factors for containing intact
archaeological deposits. A review of 2002 aerial photography (via Guilford County GIS) shows the
"No ARCHAEOLOGY SURVEY REQUIRED "form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
1 of 2

Project Trucking .No.:
13 -06 -0016
Northwest Quadrant of the proposed project to be heavily disturbed for the construction of a residential
structure (i.e. the entire parcel was graded). From the 1951 USGS Browns Summit Quad Map (revised in
1994), three (3) agricultural field ponds and another neighboring residence are depicted in purple, which
represents revisions compiled from aerial photographs taken in 1991. The Southwest Quadrant of the
proposed project primarily consists of the small intermittent channel draining one of these man -made
ponds. One (1) nearby secondary road improvement project (White Cedar Road [SR 2701]) was
reviewed and subsequently cleared by the Office of State Archaeology (OSA), stating a low probability
for the project area (ER 04- 3273). Overall, the project corridor is unlikely to contain significant cultural,
archaeological, or historical resources. Based on the information above, there should be no
archaeological survey required for this project. When design plans are available, then additional
consultation regarding archaeology will be required. At this time, no further archaeological work is
recommended. If archaeological materials are uncovered during project activities, then such resources
will be dealt with according to the procedures set forth for "unanticipated discoveries," to include
notification of NCDOT's Archaeology Group.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info
❑ Photocopy of County Survey Notes
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
❑ Photos ❑Correspondence
Other:
Figure 1: Browns Summit, NC (USGS 1951 [Rev 1994]).
"No AR('HAEOLOGY S(IR 6 GY Rh'O(IIR/5U ".farm for Ahnor T ransportution Projects as Qualified in the 2007 Programmatic Agreement.
2 of 2

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