20161108 Ver 1_790188 Permit_Application_20161114

Transportation
November 11, 2016
Mr. John Thomas
US Army Corps of Engineers
3331 Heritage Trade Dr.
Suite 105
Wake Forest, NC 27615
PAT McCR�RY
Governor
NICHOLAS j. TENNY50N
secrera�y
SUBJECT: Nationwide Permit #14
Bridge No. 188 on Shive Rd (SR 2564) over Second Creek, Class C,
Rowan County, NC, WBS Project No.: 17BP.9.R.62
Dear Mr. Thomas,
We are requesting a Nationwide 14 permit for replacement of Bridge No. 188 with a
triple barrel box culvert on Shive Rd (SR 2564) over Second Creek (Class C) in Rowan
County. I have attached a Pre-Construction Notification application, a Vicinity, Soils, and
USGS Topographical map with the project area called out, the Stormwater Management
Plan, a'No Survey Required form for Historic Architecture', and a'No Archaeological
sites are present or Affected' for Archeology, and a Mitigation Acceptance Letter from
NC Division of Mitigation Services (NCDMS). Also attached are the Permit Drawings
and the Culvert Survey Report. The project will permanently impact 141 linear feet (53'-
culvert, 88'-bank stabilization) and temporarily impact 61 linear feet (dewatering) of
Second Creek. Low stream flow will be isolated into the center barrel, with 1' sills, and
the culverts will be buried 1' below the stream bed to ensure aquatic passage. The outer
high flow barrels will have 2' sills and floodplain benches constructed at the inlet and
outlet of the culverts. The low flow barrel will be backfilled with material that is excavated
from the stream or floodplain and may be supplemented with rip rap if needed. The high
flow barrel will be backfilled with rip rap or native bed material of appropriate size to the
sill elevation in order to expedite the establishment of a natural stream bed. The site for
the installation of the culverts will be dewatered during construction in accordance with
NCDOT's Best Management Practices. A temporary overhead power line will be
installed over the upstream waters during construction. The power line will be located
approximately 40 feet upstream of the proposed culvert inlet. No additional impacts to
Waters of the US are proposed as a result of the utility installation.
The USFWS lists Schweinitz's sunflower (Helianthus schweinitzii) as endangered and
Northern Long-Eared Bat (NLEB-Myotis septentrionalis) as threatened for Rowan
County. Due to habitat in the project area for Schweinitz's sunflower, a survey was
conducted on November 12, 2014 to rule out the presence of these individuals within the
project area. No Schweinitz's sunflower individuals were found. Therefore; it was
�Nothing Compares�_
State oY'North Carolina � Department of Transportation I Division 9—CONSTRUCTION
375 Silas Creek Parkway � Winston-Salem, NC 27127
[phone] T � [phone] F

7Ya n.ipo�ita�lai n
f A11 McCROF 11
Ceve� uor
�ICFiOLA'I ]. TATNY9ON
:lecrit��ry
cleterrninecl tF at tf ere ►nii11 t e`na effeat' on Sahweinitz's SunflaN�er. V�e determined tf at
tr e q ra je at `May Plfilect but ia � ot L ikel}� ta Adrie rs a ly � ffiea t' the N l EB. Antia ipated tree
a learing impaats fa r tf is pra ject are estimated to be 0.2 acres . A � L Ea Sa re e n ing
a hecklist is attacf a cl. Thua , for the proposed actia n, f� C❑OT has corn rn itted to the
aonservation meaaiires listed below:
1} No alteratia ns af a N nawn hibernac�ilurn's entrance or inkerior environrne nt if it
im p a irs an essentia l k er avioral pattern, incliiclin g sheltering � a r f a rn la n g-a a red bats
(, an�iary 1 tf roug�h Cleaember 31);
7} �o tree rernaval witf in a 0.25 mile radiva af a E nawn hit arnaaiila (.lanuary 1
tf raugh Cleaember 31); ancl
�) � o cuttin g� or dea trayin g� a M n awn, oca uq ied matern ity roost tree, or any otf er
trees ►niithin a 150-faat radius from the knov� n, aacupied mateanik}� tnae cluring� tr e qeriod
from June 1 tf rough and inaluding July �1.
�C047fas cleterrninedtFattfe qraposeclaationdoesnotreqiiinesaparate aonsultatian
on the graunds that the proposed actia n is con s istent with th e final Section �I (d) rule,
aaclified at50 C.F.FI, § 1 �.�IO{o) and efilecki�ie Flek ruary 16, 7019. Sectian +
responsik ilities a�e tf erefore consiclered ftilfilled.
Bald aag les are qrataated under tf e ti igratar� Bird Treaty �Ict and the Bald and Clofclen
Eagle Protection Aat. AI 16elcl suNey o'I the project 9tiid}� area �nias concliiated on Eliig�ust
4, 2014. N a s p ecies or nest Niera a bs e rved. Th e reflore, this species will not be impactecl
as a result af q noja at construction.
By copy of this letter, we ala o requea t�101 reriiew and approval from tf e� C❑ivis ion af
Wa ta n Fiesaurces Niith one copy of the appliaation packa g�e q no►iided to � Irn 51 Cf aprn a n,
Transpar atian Permitting� Lnit Supenisar, and Dave Wanuar a, C10T Hraject
Cloordinator. Ptease charge the appliaation fee of $270 to VI �S Hro�eat N o.
17BP.9.R.9 9 .
B�� aoqy of thia letter, Hie alsa request Manla Clhamt ers, Ntl WEldlife Hesources
Commis s ion, ta camment diaectl}� to the Carps aa naern ing the permit request,
If you have any q�iestions, comments or need additianal information after reviewing� tf is
matenial please aantaakAm}� Euliss at(336) 747-7800. Thar E}�ou �br )purcooperation
in this matter,
Sin ae re I}�,
Almy Euliss
Civision Ervironmental Ofiliaar, �QOC1T ❑ivision 9
�'fr a thfng Clompauas�..�
Sta[e of M� rlh Carplina � I epar nent oETranspoAtltiu � Aivision 9—UOi ISTR�IC7[0 N
375 Silas Ureek AerkW�ay � WinstonSalem, Nfl 27127
(336} 747-780D 7 �[phone] F

Transportation
Attachments: Application package and plans
PAT McCR�RY
Governor
NICHOLAS j. TENNY50N
secrera�y
CC: Amy Chapman, NCDEQ-DWR, Transportation Permitting Unit Supervisor- e-
copy
Dave Wanucha, NCDEQ-DWR, Environmental Specialist- e-copy
Kelly Seitz, P.E., NCDOT Rowan Resident Engineer - e-copy
Phil Suggs, P.E., NCDOT Division 9 Roadside Environmental Engineer- e-copy
Marla Chambers, NCWRC- e-copy
Andrew Henderson, USFWS Asheville Field Office, e-copy
Beth Harmon, NCDEQ-DMS, e-copy
Christy Huff, P.E., NCDOT Priority Projects Unit, e-copy
�Nothing Compares�_
State oY'North Carolina � Department of Transportation I Division 9—CONSTRUCTION
375 Silas Creek Parkway � Winston-Salem, NC 27127
[phone] T � [phone] F

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps: � Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1d. Type(s) of approval sought from the DWQ (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Bridge to culvert replacement of Bridge No. 188 on Shive Road.
2b. County: Rowan County
2c. Nearest municipality / town: Rockwell
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state 176P.9.R.62
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: NCDOT Division 9
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if pat Ivey, P.E. Division Engineer
applicable):
3d. Street address: 375 Silas Creek Parkway
3e. City, state, zip: Winston - Salem, NC 27127
3f. Telephone no.: 336-747-7800
3g. Fax no.: 336-703-6693
3h. Email address: [e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent � Other, specify: DEO
4b. Name: Amy Euliss
4c. Business name NCDOT Division 9
(if applicable):
4d. Street address: 375 Silas Creek Parkway
4e. City, state, zip: Winston- Salem, NC 27127
4f. Telephone no.: 336-747-7802
4g. Fax no.: 336-703-6693
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in decimal degrees): Latitude: 35.531 Longitude: - 80.456
1 c. Property size: 0.66 acres, 312 linear feet (within project area)
2. Surface Waters
2a. Name of nearest body of water to proposed project: Second Creek
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Yadkin
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 existing site is a bridge. The surrounding land is a mixture of agricultural, rural residential, and forested areas.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 246
3d. Explain the purpose of the proposed project:
Replacing a structurally deficient single span bridge with (3) 10' X 8' RCBC's on a 120 degree skew.
3e. Describe the overall project in detail, including the type of equipment to be used:
Traffic will be detoured off-site and erosion and sedimentation control measures will be installed. Water will be diverted
around the construction area and the old bridge will be removed. The proposed structure will be replaced on its existing
alignment and a new culvert structure (3) 10' X 8' RCBC will be cast in place. The channel will then be excavated and
realigned for low flow shaping, and a floodplain bench with stabilization will be established on each bank. Water will be
pumped around the work area during construction by installed impervious dikes upstream and downstream of the
existing bridge. Pumped water between dikes will be directed into a special stilling basin. Equipment to be used includes
a track hoe, dump truck, paving equipment, pumps, and various hand tools.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the � Yes � No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
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): Agency/Consultant Company: Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
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.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. 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) or Area of impact
Permanent (P) or (if known) DWQ (401, other) (acres)
Tem ora T
- Choose One Choose one Yes/No - 0
2g. Total wetland impacts 0
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average stream Impact
number (PER) or width length
Permanent (P) or intermitte (feet) (linear
Temporary (T) nt (INT)? feet)
S1 P Culvert Second Creek PER Corps 8-10 53
S2 P Stabilization Second Creek PER Corps 8-10 88
S3 T Dewatering Second Creek PER Corps 8-10 61
3h. Total stream and tributary impacts 202
3i. Comments: Of the 202 LF of stream impacts, only 141 LF are associated with permanent impacts to the stream for the
purpose of stream alignment and stabilization with respect to the culvert installation. The 61 LF of temporary impact which
overlaps the proposed 88 LF of bank stabilization is proposed for the impervious dikes that will be used upstream and
downstream of the proposed crossing.
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 individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of
impact number — waterbody Type of impact Waterbody type Area of impact (acres)
Permanent (P) or (if applicable)
Tem orar T
01 Choose one Choose One Choose 0
4f. Total open water impacts
4g. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or (acres)
number purpose of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 Choose One
P2 Choose One
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:
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 im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.Project is in which protected basin? ❑ Neuse ❑ Tar-Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number — Reason Buffer mitigation required? Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name (square feet) (square feet)
Tem ora T im act
6h. Total buffer impacts
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed project will remove and replace a structurally deficient bridge and replace it with a triple box culvert.
Roadway approach work is minimized as much as is practical to reduce the overall project footprint. An off-site detour will
be employed to avoid the need for a temporary parallel structure. The culvert slope is 0.94 %, so native bed material shall
be placed between the sills in the center culvert to provide a continuous low flow channel. Further justification is provided
in the stormwater management plan. Bank stabilization will be minimized to those areas where deemed necessary.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion and sedimentation BMPs will be installed prior to construction. Water will be diverted around the work area to
prevent sedimentation of downstream aquatic resources. Impacts will be minimized by strict enforcement of Best
Management Practices for the protection of surface waters, restrictions against the staging of equipment in or adjacent to
waters of the US and coordination (including a pre-construction meeting) with the Division Environmental Supervisor.
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
project? � Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
Type: Choose one
3b. Credits Purchased (attach receipt and letter) Type: Choose one
Type: Choose one
3c. Comments: N/A
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: 53 linear feet
4c. If using stream mitigation, stream temperature: warm
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: N/A
5. Complete if Using a Permittee Responsible Mitigation Plan
Page 6 of 10

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 ❑ Yes � No
buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (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 7 of 10

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 Mana ement Plan
2a. What is the overall percent imperviousness of this project? 15.7 %
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:
Stormwater Management Plan is attached.
2e. Who will be responsible for the review of the Stormwater Management Plan? DWR TPU
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all that apply): ❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
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? � Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. 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)?
1 c. 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.) ❑ Yes � No
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 26 .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?
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 project is a bridge to culvert project and will not increase access to nearby properties.
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.
It is not anticipated that this project will generate any wastewater as it is a roadway project.
Page 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

J. Enclang�re�l9qecies ancl Designatecl Cnitical H�t itat(Corps Req iiiremeut}
9a. Will this project ccaur in or riear an area H ith federall±� Kroteatecl s{�ecies ar � Ye9 ❑ Na
f abitat?
9t. Ha�ey�oiiahnaked►�itf theU5FW5aonaerningEnclangeredSpeciesAat �Ye9 ❑Na
impacts?
9a . If ya s, in dic ate the U5FW5 Rielcl Offlce ya u ha� e a ontacte cl. As hn � ille
9c1. Wf at clata souraea clicl y�ou u�e to cleterrnine wf etl er yuur site �oiild irnpaat Ericlan9e re�l 9 peniea or De9ignatecl aritiaaf
Hat itat?
USFWS a n d N C h IHP Dala for Su h►� ein itz's s un flov�ier. A s urrey fa r Scl we initz's � u nfla � er � a� ca n di ia tec I on Na � em bn r
12, 7d 14. Na 5c1 we init�'s sunia we rs la cate d.
9. E�senlial Fi: f Flat itat (Coups Req uinement}
9a. Will tf is p rojeat aacur in ar near an area clesignaled as essantial fish f abitat? ❑ Ye9 � Na
At. Wf at clata souraes cli�l y�ou use to cleterrnine wf etl e r yaur site v�io�ild impaat E9aential Fisr Ha! itat�
7fistridgereqlacamentprajeattalesqfaaeinftcaianCounf±�►�ihinh isnotnearan��Qaa.kalortidalhatikatthatv�iouldsuplla�
Ef H(i.e. salt marihei, o±�:tnr reefi, eta.).
7. Hiata ria ou Puehia ta nia Cultural Reaa uraes (Corpa Re c uii�eme nt)
]a. Will this project acaur in or naar an area that #he 9tate, fecleral ar trit al
g ove rnme nts F a+ ie de s iy n ate cl a� h a+ ing r i�toria or cultural p rese ruation � Ye9 � No
status (a.g., National Hiitoria Truit designatian or qraportiea significant in
Na rtF Clarolin a f ista ry a nd a rcha e ola c y)'!
]t . Wf at clata s aurues cli� I y�o�i use to clekerrtiine wf ekhe r yo�ir site v�io�dd impaat i istaric a r ara rea log ica I resouraes?
Se e atta cl e cl Hi� toria Arcl itea iure a nd l a n� Is ca q e� "Na Surve y Req�uire cl Rorrn" an� I Ara he c la c in a 1 Re9 0� ira ei "P la
Nationa I Regi:ter af Historia Plaaea ali9ibla or Listacl Arcf eolagiaal 9 ite� Rreae nt a rAffeaie�l Rorrn".
8. Floodaone Deai��nation jCorpa Recuirem�nt�
8 a. Will tf is p roje at u a cur in a FEN A-c le sig n ate cl 1 fl�-ya a r flu a dpfain? � Yes ❑ P la
8k. If ��ei, e;iqlain haw qroject meets FENA requiraments:
7F e prajeat is in a FEN A Detaile d St�icly. 7h e Project will k e an N CIA T±�qe �IA. Ror rriore inforrnatian p lease refer ta the
Cul�ia rl 9 urvn y� Repa rl.
8 c. Wf at �a urce (s) �lid ±�c u u.e ta niake th e floo�lqlain deterniination� RENA FIRM Ma� s.
Amy Hu�is9 � � , f /
ica U ent's gnat re
�� tG
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Project Vicinity
REPLACE BRIDGE NO. 790188
OVER SECOND CREEK
ON SR 2564 (SHIVE RD)
ROWAN COUNTY
JUNE 23, 2016
`r
0 250 500 1,000
Feet

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Map Location Soil Map Figure 2
REPLACE BRIDGE NO. 790188 l, -���,R,,;�,�
ROWAN OVER SECOND CREEK N n��,��,�° �� ��'r�y.
� ON SR 2564 (SHIVE RD) �
ROWAN COUNTY �,t '` �r�r
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CABARRUS JUNE 22, 2016 � � `� �� �
STAN LY 1'` �� '�'"�
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Map Location USGS Map Figure 3
REPLACE BRIDGE NO. 790188
D IDSON OVER SECOND CREEK ,-'pF �,�fR��f� c� �
ON SR 2564 (SHIVE RD) N �,"��'�4' ;`,( f:� •
ROWAN ROWAN COUNTY �`' �� �
�7k j ` '-� '�
• JUNE 23, 2016 ; �. �
<< � � �� �
USGS Topography, 2013 `� � � �
CABARRUS STANLY Rockwell Quadrangle ��"�a� ���
1 inch = 1.000 feet ��'r�� aan��e�

��- �_ I l J' M i _ i i� _� � i, � �. : 1! i' � l i.. ?� � i � � i
Fedaral agencies should use this form far the optional streamlined consu�tatian fi�amewark for the northern long-eared
bat (NLEB}. This framework allows federal agencies to rely upan the U.S. Fish and Wildlife Service's (USFWS)
January 5, 20I6, intra-5ervice Program�natic Biological C}pinion (BO} on the final4(d) ntle for the NLEB for seotion
7(a}{2) compliance by: (1) notifying the LISFWS tha# an action agez�cy will use the streamIined fiamework; (2j
describing the proj ect with sufficient detail to support the requirec� determination; and {3) enabling the USFWS to track
effects and deterrnine if reinifiiation of oonsultation is required per 50 CFR 402.16.
This form is na# ne.cessary if an agency determin�s that a proposed �ction wi�l have no effect to the 1'1LEB or if the
USFWS has concurred in w�ting with an agency's determination t}�at a proposed action ma,y affeci, but is nat Iilcely to
adversely affec# the NLEB (i.e., ihe standard informal consultation process). Actians that may cause prahibited
incidental take requu-e separate formal consultation. Providing tla�is inforination does not address section 7{a)(2}
compliance for any other listed speeies.
Information to Determine 4(d) Rule Compliance: YES NO
1. Does the project occur wholly autside of the WNS Zone'? ❑ x
2. Have you contacted the appropriate agency� to detennine if your proj eci is near x �
known hibernacula or maternity roast trees?
3. Cnuld the project disturb lubernating i�TLEBs in a known hibernaculum? ❑ x
4. Could the proj ect alter the entrance or interior environment of a]�awn � x
hibernacul.um?
5. Does the proj ect remove any trees within 0.25 miles of a known hibernaculum at � �
any time of year?
6. Would the project cut or destroy Irnown occupied maternity ronsi trees, or any
at}�er trees within a 150-foot radius frorn the ma.ternity roo�t tree from June 1 � x
throu 7u1 31.
You are eligible to use this form if you Ykave ansvvered yes t�o questian # 1 or ves to question #2 �,no to questions 3,
4, 5 and 6. The remaindex af the form will be used by the USFWS to tracl� Qu.r assumptians in the BO.
Agency and Applicant3 (Natne, Emai.1, Phone No.): NCD�T Division
9, aeuXiss{,'1a ncdot.gov, 336-747-78Q2
Pro'ect Name:
Praject Loeation {include ctiordinates if lczxown): 35.531$OA�, -80.45b52$
Basic Project Descriptian (provide narraYive belcaw or attach a�.ditional infozmation); Replace existing bridge
with a 2 barrel, concrete box culvert
1 htip:l/www.fws.gov/midwesdendangered/rnammals/nieb/pdf/W'NSZone.pdf
z See http://www.fws.gov/midwest/endanger�d/mammalslnieb/nhisites.html
3 If applicable - onZy needed for federal actions with applicants (e.g., for a peruiit, etc.) who are party to the consultation.

General Prajeck �nform�tion I'ES NQ
A�encv Determination:
By signing this form, the action agency determines that this pra�ect may affect the NLEB, but that any
resulting incidental take of the NLEB is not prohibited by the final 4(d) nzle.
If the USFWS does not respond within 34 days from submittal of this form, the action agency may presume
that its deterxninahon is fnformed by the best available information a.nd that its project responsibilities under
7{a}(2} wiih respect to the NLEB are fttlfillee� through the USFWS Jazivary 5, 2016, Prograrnmatic BQ. The
action agency will update this determination annually for multi-year activities.
The action agency understands that the USFWS presunies that all activities are implemented as described
herein. The action agency will pramptly repart any departures from tl�e descr��bed activities to the appropriate
USFWS F'ield Office. The action agency will provide the appropriate USFWS Field Office with the results of
any surveys conducted far the NLEB. Involved parties will promp#1y notify the appropriate USFWS Field
Office upan findix�g a dead, injured, or sick NLEB.
Signature:
Date Submitted: � �
"Any ac�ivity that temporarily or pem�anently remaves suitable farested habitat, including, but not limited to, tree removal fram
development, energy production and transmzssion, mining, agricultu.re, etc. (see page 48 of the BO).
5 If the project removes less tban 10 trees and the acreage is unla�own, report the acreage as Iess than 0.1 acre.
5 If the activity ineludes tree eleari.ng in June and July, alsa inelude those acreage in April to October.

Prr�frct Tr'athGi�; No. {I�rterna[ Use�
14-11-0018
HISTI�RIC ARCHICTECTURE AND LANDSCAPES
NU SLTRVEY REQUIRED FURM
This forzn only pertains to Historic A.rehitecture and Landscapes for this project. it
is not �alid for Archaeologieal Resourees. You must consult separately with the
Archaeolagy Group.
PRO.TF.CT iNFORMATION
Project No: Sir. # 790188 Caunty: R�wan
WBS Na.: 17SP.9.R.61 Document PCE
T e_
Fed Aid 11�0: Funding: State Federal
Federal Yes No Permit l�iWP 3 ar 14
Permit�sj: T e(s}:
Proiect Descrintion:
Re tace Brid e Nv. 188 on SR 25G4 Shi�e Rd} over Second Creek.
SLIMMARY QF HISTUAIC ARCHICTECTURE AND LANDSCAPES REVIEW
�'lescr�intion oireview activitfes. �esult�, and cv�clusions:
Review of HPC? quad maps, rele�ant backgraund reports, historic designativns roster, and the Rowan
County GIS Tax database was undertaken an November 24, 2�I4. Based on this review there are no
resources over 50 years of age in the APE of this project which would be eligible for Natianal Register
Listing. There is ane house in the APE but it was canstructed in 1983.1Vo sur�ey is required.
Whv the available in1'ormation pravides a reliahle basis for reasnnablv p�'�dtctinF that the�e
are no unidenai�ed si��rifcant historic architectur�ai or landscave r�saurces in the p�oiect
area:
Using HP� GIS website and Rowan Cvunty GIS Tax database provides reliable infvrmatian regarding
the stntctures in the APE. These utilities are cansidered �alid for the purposes of deternuning the
likelihoad af histnric resources being present,
SUPPURT D�CU1VIElVTATIQN
�IVIap(s} ❑Freviaus Survey Info. �Phatos ❑Correspondence ❑Design Plans
FINDING SY NCDUT ARCHITECTURA,L HISTQRIAlY
Historic Archxtecture and Landscapes -- NC3 SURVEY REQUIRED
NCDOT Architectural
Date
Nislor•Ic Arehlleclr�r�e r�+�d Lmulscapes N� SURYEYREQUIRED jornt far Mir�or Tra�+spw7QEivii Arajecls ns Qrrrslifrerl ia flre 2U071'rogr�nnirrrrrtic Agreeixeii7.
Fage 1 of 2

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Project Tracking No.:
14-11-0018
NO NATIONAL REGISTER OF HISTORIC PLACES
, oQ.��� ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES ,:� ���,�
°'�� �� � �, PRESENT OR AFFECTED FORM �: �� �
t �� ` �,�
i� o¢°_`�'' This form onl ertains to ARCHAEOLOGICAL RESOURCES for this ro ect. It is not
�: �.. � Y P P J �, : •...; . ,.:'
`'�:�,�� valid for Historic Architecture and Landscapes. You must consult separately with the �.3 ��
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No.
WBS No
Str# 790188
17BP.9.R.61
County:
Document:
Rowan
Minimum Criteria Sheet or PCE
F.A. No: N/A Funding.• � State ❑ Federal
Federal Permit Required? � Yes ❑ No Permit Type: NWP 3 or NWP 14
Project Description:
This project is an intensive archaeological survey and evaluation for the replacement of Bridge No. 188
on SR 2564 (Shive Road) over Second Creek in Rowan County. As defined by the NCDOT, the Area of
Potential Effects (APE) for archaeology measures approximately 300 feet (91.44 m) from either end of
Bridge No. 188. The corridor is approximately 150 feet (45. 72 m) wide, extending 75 feet (22.86 m) on
each side of SR 2564 from its present centerline.
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 oY documents as needec�
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transpartation Projects as Qualifzed in the 2007 Programmatic Agreement.
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Project Tracking No.:
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f�K� �7►� 1►� i �1►��17�1
An archaeological survey and evaluation of the proposed replacement of Bridge No. 188 on SR 2564
(Shive Road) over Second Creek in Rowan County was conducted on February 5, 2015, by Terri Russ
and Laurie Griesmer of Environmental Services, Inc. (ESI). As a result of the investigations, one
prehistoric isolated artifact find (31RW262) was located within the project's APE. This archaeological
site was recommended not eligible for the National Register; no further archaeological investigations are
needed for this project. I concur with this recommendation as the proposed bridge replacement project
will not impact significant archaeological resources. If the project expands and impacts subsurface areas
beyond the deiined APE, further archaeological consultations will be necessary.
SUPPORT DOCUMENTATION
See attached: � Map(s)
Other:
Signed:
�
❑ Previous Survey Info � Photos ❑Correspondence
C. Damon Jones
NCDOT ARCHAEOLOGIST
2/23/15
Date
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualifaed in the 2007 Programmatic Agreement.
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Project Tracking No.:
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Brief description of review activities, results of review, and conclusions:
ESI conducted an intensive archaeological survey for the replacement of Bridge No. 188 over Second
Creek on SR 2564 (Shive Road) in Salisbury, Rowan County, North Carolina (Figures 1 and 2). As
defined by the NCDOT, the survey area (Area of Potential Effects [APE]) for archaeology measures
approximately 300 feet (91.44 m) from either end of Bridge No. 188. The corridor is approximately 150
feet (45.72 m) wide, extending 75 feet (22.86 m) on each side of SR 2564 from its present centerline.
A map review and site file search conducted by NCDOT on 1 December 2014 revealed that no previously
recarded archaeological sites have been identified within a one mile radius of the APE. A search of the
North Carolina State Historic Preservation Office online database (HPOWEB GIS Service) revealed no
previously recorded historic architectural resources within the APE that have the potential to yield intact
archaeological deposits.
Topographic maps, aerial photography, United States Department of Agriculture (USDA) soil survey
maps, and historic maps were examined for information on natural or cultural factors that might have
affected site location or preservation. The c. 1910 Rural Delivery Routes map shows what appears to be
the current road alignment and crossing. The 1914 Soil Survey map for Rowan County also shows a road
or crossing in the vicinity of the current bridge. Later maps, including the 1938 and 1953 Rowan County
Highway maps, show no apparent changes to the road alignment or bridge. No structures are depicted
within the APE.
The APE consists of wooded areas, overgrown fallow fields, and a residential driveway and lawn. Bridge
No. 188 and Shive Road cross Second Creek from the northwest to southeast. Second Creek flows to the
east and north east into High Rock Lake, part of the Yadkin-Pee Dee River Basin. Map units (soil series)
are named for the major soil or soils within the unit, but may have minor inclusions of other soils (NRCS
2013). The three soil units mapped within the APE are listed in Table 1. The floodplain of the APE is
composed of Chewacla loam (ChA), a nearly level, somewhat poorly drained soil series. The side slopes
and terraces are mapped as well drained Enon fine sandy loam (EnB; 2-8% slopes) and Mecklenburg clay
loam (MeB2; 2-8% slopes). Mecklenburg clay loam is a moderately eroded soil with a typical profile (if
intact) of less than 20 centimeters of clay loam over clay subsoil.
Table 1: Project Area Soils
Soil Name Code Slope Drainage Landform
Chewacla loam, frequently flooded ChA 0-2% Somewhat Poorly Floodplains
Enon fine sandy loam EnB 2-8% Well Interfluves
Mecklenburg clay loam, moderately eroded MeB2 2-8% Well Interfluves
The current archaeological investigation included pedestrian (visual) inspection and shovel testing within
the APE. Photographs of the project area are shown as Figures 3-8. Surface visibility was generally
poor due to ground cover and existing vegetation; however, a systematic visual inspection of the APE was
undertaken to search for surface artifacts, above-ground structural remnants, or other signs of cultural
activity. No cultural materials or above ground remains were observed. All excavated shovel tests
measured 30 centimeters in diameter and were excavated to sterile subsoil or the water table. Soils were
excavated by natural levels (soil strata) and screened through a 0.25-inch hardware mesh.
The northeastern quadrant of the APE consisted of a fallow, overgrown field. Three shovel tests (STs 55—
57) were excavated in this portion of the project area. ST 55 revealed 25 centimeters of brown sandy
loam (plowzone) over brown and grayish brown mottled silty clay loam. The water table was
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Project Tracking No.:
14-11-0018
encountered at 35 centimeters below surface. STs 56 and 57 encountered similarly poorly drained soils,
with wet silty clay loam encountered at 40 and 50 centimeters below surface, respectively.
The southeastern quadrant of the APE consisted of a partially wooded area and fallow field. Three shovel
tests (STs 58-60) were excavated in this portion of the project area. ST 58 encountered 15 centimeters of
dark grayish brown sandy loam over reddish brown loamy clay subsoil. ST 59 encountered 20
centimeters of dark brown sandy loam over a five centimeter thick layer of gravel. Subsoil was a dark
yellowish brown silty clay loam (encountered at 25 centimeters below surface). ST 60, excavated near
the western edge of the field, encountered 30 centimeters of disturbed mottled brown and dark brown
sandy loam and gravel over a grayish brown and light brown mottled silty clay loam. Water was visible
at 45 centimeters below surface.
The southwestern quadrant of the APE was largely wooded, with a small, recently clearcut field along the
north side of Second Creek. STs 61-63 were excavated in this portion of the project area. STs 61 and 62
encountered 25 centimeters of grayish brown sandy loam over dark yellowish brown silty clay loam.
From 25 to 45 centimeters below surface, the silty clay loam transitioned to a compact loamy clay. The
excavation of ST 63, located along the tree line of an adjacent iield, yielded a 15 centimeter layer of dark
yellowish brown sandy loam over a yellow silty clay.
The northwestern portion of the APE consisted of a relatively level residential lawn and driveway gently
sloping toward Second Creek. Three transect shovel tests (STs 64-66) were excavated in this portion of
the project area. As a result, one new archaeological site, 31RW262, was recorded and is described
below.
31RW262
Site Size: Isolate
Topo�raphv: Ridgetoe
Elevation: 740 feet amsl
Environmental Settin�: Maintained Lawn
Soil Tvbe: MeB2, Mecklenburg clay loam, 2-8% slopes
Nearest Water: Second Creek, 97 meters southeast
Surface Visibility: None
Field Procedure: Pedestrian inspection and shovel testing (n=6)
Cultural Affiliation: Prehistoric, Lithic (Unknown Subperiod)
Site Function: Isolated Find
Recommendations: Not Eligible, No Further Work
Site Description: ST 64 was excavated along a level area east of a residential driveway within an existing
power line corridor at the edge of the APE. A single piece of inetavolcanic debitage was recovered from
the uppermost portion of Stratum I(between 0 and 15 centimeters below surface). Soils in the shovel test
consisted of 25 centimeters of brown loamy sand over 25 centimeters of light brown sandy loam. Subsoil
was a light yellowish brown sandy clay. Delineation shovel tests dug at 15-meter intervals around ST 64
did not encounter any additional cultural materials.
Recommendations: This prehistoric site consisted of one nan-diagnostic lithic artifact recovered from the
uppermost disturbed soils of a single shovel test. This isolated artifact find does not have the potential to
yield significant information pertaining to our knowledge of local and regional prehistory. This site is
recommended not eligible for the National Register, and no further wark is recommended at this location.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Project Tracking No.:
14-11-0018
In summary, based on the results of the background research and field investigations, no National
Register eligible archaeological resources are located within the APE for Bridge No. 188 in Rowan
County. It is recommended that this project be allowed to proceed without concern for impacts to
significant cultural resources. Should the boundary of the proposed APE be expanded or moved,
additional archaeological investigations may be necessary, as determined in consultation with the
NCDOT and/or SHPO per the Programmatic Agreement.
.�i�1��'�fl�u��
Terri Russ
Seniar Archaeology Manager
Environmental Services, Inc.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
Sofll

Project Tracking No.:
14-11-0018
f � �1 �1 �1 � �1►[�.Y�J_Y_-Y-�17
National Resources Conservation Service (NRCS)
2013 Rowan County Soil Survey. Natural Resources Conservation Service, United States
Department of Agriculture Web Soil Survey. Tabular Data (2014); Spatial Data (2013).
http://websoilsurvev.nres.usda.gov/ accessed January 26, 2015.
North Carolina State Highway Commission
1938 North Carolina County Road Survey of Rowan County. On file, North Carolina State
Archives, Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/1699/rec/21
accessed 29 January 2015.
1953 North Carolina County Road Survey of Rowan County. On file, North Carolina State
Archives, Raleigh. http://dclib.unc.edu/cdm/compoundobject/collection/ncmaps/id/8023/rec/24
accessed 29 January 2015.
U.S. Bureau of Soils: North Carolina Department of Agriculture
1914 Soil Map, North Carolina, Rowan County Sheet. On file, North Carolina State Archives,
Raleigh. http://dc.lib.unc.edu/cdm/singleitem/collection/ncmaps/id/284/rec/16 accessed 29
January 2015.
U.S. Geological Survey (USGS)
1962 Rockwell, N.C., 7.5-minute topographic map, photorevised 1987 (1:24,000).
U.S. Post Office Department
1910 Rural Delivery Routes, Rowan Counry, North Carolina (c.1910). On file, North Carolina
State Archives, Raleigh. http://dclib.unc.edu/cdm/sin�leitem/collection/ncmaps/id/938/rec/13
accessed 29 January 2015.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT OR AFFECTED"
form for Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
6of11

Pr•oject Trr�ckzng No.:
i
14-11-0018
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Figure 1. Project Location (Rockwell, NC USGS 7.5-Minute Topographic Quadrangle).
NO NATIONAI. RF,GISTF,X F.l,IGIBLF. OR LISTFD ARCHAF,OLOCICAI, SITF,S PRF.SF.NT OR AFFF,CTF,D"
forni Jor� Minor Transportation Projects as Qcealified in the �007 Progr�amrnatic Agreement.
7of11

Project Tracking No.:
14-11-0018
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Figure 2. Bridge No. 188 showing APE and Shovel Test Locations.
"NO NATIONAL RF,GISTF,R ELIG[BLE OR L]STFD ARCHAEOLOGICAL SITF,S PRF.SF.NT OR AFFECTED"
form Jor Minor Traraspor�talion Projects as Qual�ed in the 2007 Programmatic Agreement.
8of11

Pr•oject Tracking No.:
14-11-0018
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Figure 3. View of Northeastern Quadrant of APE, facing Northwest.
Figure 4. View of Southeastern Quadrant of APE, facing Southeast.
NO NATIONAL RF,GISTF,R F,LICIBLE OR LISTED ARCHAEOLOGICAL SITF,S PRESFNT OR AFFECTED"
form Jor Minor Transportation Projects as Qualified an the 2007 Programmatic Agreement.
9of11

Pr•oject Tracking No.:
14-11-0018
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Figure 5. View of Southwestern Quadrant of APE, facing Northwest.
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Figure 6. View of Bridge No. 188 from Northeastern Quadrant of APE, facing Northwest.
NO NATIONAL RF,GISTF,R F,LICIBLE OR LISTED ARCHAEOLOGICAL SITF,S PRESFNT OR AFFECTED"
form Jor Minor Transportation Projects as Qualified an the 2007 Programmatic Agreement.
l0 of 11

Pr•oject Tracking No.:
14-11-0018
Figure 7. View of Site 31RW262, facing Northwest.
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Figure 8. View of Site 31RW262, facing Southwest.
NO NATIONAL RF,GISTF,R F,LICIBLE OR LISTED ARCHAEOLOGICAL SITF,S PRESFNT OR AFFECTED"
form Jor Minor Transportation Projects as Qualified an the 2007 Programmatic Agreement.
ll ofll

k li�;l 1'+t �tti' North Carolina Department of Transportation
`7� L I 71't 1 ilv�idtf'f �I
. .. Highway Stormwater Program ��-'
STORMWATER MANAGEMENT PLAN - -
(Version 2.05; Released April 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.9.R.62 TIP No.: SF-790188 County(ies): Rowan Page 1 of 2
General Project Information
WBS Element: 17BP.9.R.62 TIP Number: SF-790188 Project Type: Bridge Replacement Date: 6/3/2016
NCDOT Contact: Galen Cail, PE Contractor I Designer: SEPI Engineering and Construction, Inc.
Address: 1590 Mail Service Center Address: 1025 Wade Avenue
Raleigh, NC 27699-1590 Raleigh, NC 27605
Phone: [phone] Phone: [phone]
Email: cail ncdot. ov Email: bmazzochi se ien ineerin .com
Cit ITown: Near Salisbu , NC Count ies): Rowan
River Basin s: Yadkin-Pee Dee CAMA Count ? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th fin. miles or feet : 311 ft. Surrounding Land Use: Light Residential/ Agricultural
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.1 ac. 0.1 ac.
Typical Cross Section Description: 2@ 10'Travel Lanes w/ 4' Paved Shoulders - Normal Crown 2@ 9' Travel Lanes w/ no Paved Shoulders- Normal Crown
Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 460 Year: 2025 Existin : 210 Year: 2012
General Project Narrative: Replace Bridge #188 in Rowan County with 3-Barrel Cast-In-Place Reinforced Concrete Box Culvert (RCBC). Minimal roadway improvements required at existing/proposed
(Description of Minimization of Water crossing as described in the typical cross section descriptions above. Stream impacts due to culvet and channel improvements are 148 Linear Feet.
Quality Impacts)
Waterbody Information
Surface Water Body (1): Second Creek NCDWR Stream Index No.: 12-117-2
NCDWR Surface Water Classification for Water Body Primary Classification: Class C
Supplemental Classification: None
Other Stream Classification: None
Impairments: None
Aquatic T&E Species? Yes Comments: N/A
NRTR Stream ID: N/A Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? Yes (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

See Si�et i-A Fo� Index of Sheets
See Sheet 1-B Fo� Cor�ventionol symbols
See Sheet i-C Fo� Survey Cont�ol Sheet
TO SHUPING MILL RD.
(SR 2559)
� � '� � � �. ��) � � ��) ��� � �-� � '� ��� �� � , � � '�
II�I��I�I(�>\ (�I�� I-II��I-I\�V� -�1��
ROWA1� COU1�lTY
LOCATI0IV: BRIDGE NO. 790188 OVER SEC0111D CREEK 0111
S.R.2564 (SHIVE ROAD)
TYPE OF WORK GRADING, DRAI11lAGE, PAVI11lG, £�' STRUCTURE
WETLAND AND SURFACE WATER IMPACTS PERMIT
0
BEGIN CULVERT
�
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
0
DESIGN DATA
ADT 2012 = 210
DHV = 11 %
D = %
T = b % *
V = 55 MPH
* TTST = 3 DUAL 3
FUNC CLASS =
LOCAL
SUBREGIONAL TIER
PROJECT LENGTH
LENGTH OF ROADWAY PROJECT 17BP.9.R.62 = 0.043 MI
LENGTH OF STRUCTURE PROJECT 17BP.9.R.62 = 0.007 MI
TOTAL LENGTH OF PROJECT 176P.9.R.62 = 0.050 MI
�S E P I R lei 9 N�C 296�5
C N o 1 N E E R N G e Fax 919-]89 959�
LONSTftUCTION �cense:C-219�
20I2 STANDARD SPECIFICATIONS
BEN CRAWFORD. PE
RIGHT OF WAY DATE: YxolEcr' sh�crNEEH
MAY 19, 2015 ROBBIE KIRK, PE
PROJECT DES7GN ENGlNEER
LETTING DATE:
MAY 19, 2015 VIRGINIA MABRY
PRlORlTY PROJECTS UNIT
arsra wom�r nvna+a xn �
17BP.9.R.62 1
R�tf P{W.NQ R�.PROt.IA
17BP.9.R.62 rl/A
17BP.9.R.62 N/A
17BP.9.R.62 WA
E�/�
PE
RNJ & UTILITIES
CONSTRUCTION
PERMIT DRAWING
SHEET IOF 6
TO ORGAN CH. RD.
(SR 1006)
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
P.E.
INCOMPLETE PLANS
DO NOT USB POR R/W ACaVIbIT10N
PRELIMINARY PLANS
OO NO'I' IJ� FOR CONSTRUCf10N

NO.
ENGINEER � ENGINEER
[NCOMPLE E PLANS
DO NOT USB FOR / W ACOUISITION
'RELIMIN RY PLANS
DO NOT U36 PO CON3CRVCTION
S�� I 1025 Wade Avenue
Raleigh, NC 27605
Te1�.919-789-9977
E N G I N E E R I N G 8 Fax:[phone]
C 0 N 5 T R U C T I 0 N Llcense: G2197
PERMIT DRAWING
SHEET 4 OF 6
20 10 0 20 40
GRAPHIC SCALE

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 13+90 TO 14+26 3@ 10'X8' RCBC 0.02 53
13+70 TO 14+40 BANK STABILIZATION 0.02 88
DRY WORK AREA/ DIKE
13+80 to 14+45 INSTALLATION 0.03 61
TOTALS*: 0.0 0.0 0.0 0.0 0.0 0.04 0.03 141 61
*Rounded totals are sum of actual impacts
*Impacts due to installation of dikes overlaps with bank stabilization
NOTES:
Revised 2013 10 24

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ADDITIONAL IN�ORMATI�N �4N� GONIPUTATfC�NS " SITE DATA ,�.
; ; Q,
� �rainage Area ._-------2,85_SQ._Mf.---------------- Source ------ USGS_STR�AMSTATS _C�UA�_ MAP_R�CKWEL�..._. ' ''
,
� �U�VEf�T REPORT l�1GC
,
.
,
, �,
.
; R�ver Basin .------- Y�4K1.1`:i?F'��.�4�� ................ Cd�aracter ------RU.RAI,..�hQQ�RATE..R�(�l-.�?9'_�1.vl�NT ------------ '
..............�_._....____._.__o_____._.__._.._..---------_--------__-------___.__._____----------.._._---.__..._......_............- ' �;
, .
�, N. C. QEP.A,RTMENi f�F Ti�NSPORTATfON
. .
__ ' Strearr� Clt�ssifica�ivn (Such as Trout, High Gtuality Water, �tc.J ' DIVlSi{�N OF HiGHWAYS
________________________________________________________________________________________.-----.------_.�..._._.....___.__...._..____ : ----�._.__._.._..Q.1ND.�X..hIO•.12. i�7_=2------- ' �;
� ; �, HYDRAULiCS UNIT
DA 2.85 SQ. MI. ; Data on Existing Sfruct�re _ 1 c�_ 35'6 TIMBER DECK ON E--B�.AM5;_EIJl3__BNTS:_TIMBER,CAPS� POSTS �_SfLLS__ ; v, Rp,LE1GH, i�l. C.
............ ......... .. .... .. .... .. . . .. ... . . . ... ... . . .. _ _ .._.. _._........ .... ...._..- -----
.
, . ; ---�--�-�--�-�-�
RURAL RfDG� anci VA�.I.�Y-PIEDMONT ; T'otal Wa�erway Opensng ---_19U-------�.f. Waterv✓ay CJpening Below 1�Qyr. 4VS EL. �94 .s.f. : Z:
....----- _______________________ ,
_.._..� ............................................._..._. ,
___
SIR 20D9--5158 ; Debris Potential: Low❑ Modercate� ��gh ❑ � 790189 �@ 25' 6 TIMB�R DECK ON ' �; I.D. No..-.--SF,.7_9.0188�_�� Prajecfi No, __.._._. .?7BP,, oR.62�---
, � ..._.. Pro�. Stption 14� �08 0 --�L
-------------------------------.....-------........_.....----....._..----------------._..._...___......---..._------------------------ � , , - -----._-_.____.__._--------------
°�61 ' Data on Structur�s Up and Down 5tr�am I-BEAMS, TlMSER CAPS, POSTS, SILLS � �
Q,p= 398 {DAJ 759 CFS {750 CFS) : - ._. _'" --" --" ; �; County A 790 88
------ ---------- ------- ----- -------------------------------------
, -------_.._�4?'Y�!'__hl_.__..__ Stream _._.__S���h�l�?__�l����i ................. . Stru. No.
----^--^--'-----^'--- ^ -Q.6P6 ----'--'-------------------'-`--"----" ---'------'--'----'--------------------------------------------• . � _._...-'-.._...... ._......, ._,
� Dv5 790176 3 @ 84" CMP ___- ---- -_._-- --------- �
.....................a_._�...._.._.._.__-.___...---------------------------------------------------- ----
Q = 537-{DA) ___ iU13 CFS (iODU CFS] ; . _. ; �; �n Highway----SR_�564_SH11,!�.RR,---- �e#ween ------------------------ and ----------------------------------------
...._._.��._.... ------------------------------------------------------------------------------------------------------ . .
-�-
0.600 ` Ga�e Sta�ion Nc�.-----------'-------------------- P�r�od af Records ------------------�------------------------- Yrs. s",,:
.
Q= b61 �A 7239 CFS 120fl CFS ; " ; � Reeommended Structure 3. ���]0',��:�RC�C�,���,,ST_II�_,P��,� ��++�1�'.��OP,�GpE,B�VEL�, WIE��_ WA�4S_A�� ��.#,��.S_-
-------54--------- {--- � ---------------�..-------- �----------•--...._._.._._-------------------------------------------------- �n.
------- �
' Max. Discharge-------------- G.f_s [?ate.----------- ----------------• Frequency .----------- _------- ; o.
---------------
4 776 �DA) _1445_,CFS (14(}0 CFSy ; . � ''�� ------------------------------------------------------------------------------------------------------------------------------------•
o.
-------�oo ---------------------- ----------------------------- ��
--------------------------------------------------------------- Historecc�l �Ic�a�d Infarmatio�:
osa3 � BRIDGE NO7 Ki'+10WhJ TU OVEfi70P «�;
- i Oi2 DA 19i� CFS 2U(34 CFS ; P�riod af °,�-°: Recomrnendec! Widfh caf Rc�adwa 28' CLEAR ROAI]WAY �k�w _----- 12� _DEG:----_----
— , { } � ( 1 ; Y--------------------------------------------------------
-----��2°-------------- ---------------------------------------------------------------------------------------------------------- P05TAL CARRIER lOf o,
-- '
, �
ate------------- Elev.__..__....ft.Est. Freq. .._.._._yr. Source i�nawe ge..._____yrs. o.�
------------------------------------------ '
FEMA C� = 1517 CFS : • �''� Recommended Location is U At �own St�-�c�m from Existi�t Crps�in
, Period of ; , � p � J J•---------------------------------------
-------------- ,00-----_......._.p._._____.___--_-_-------------------_---------__.---------_-.----------------______....______._._._. . pate------------ �lev.---------_ft. Est. �re r. Source Knowledge yrs. : �'
� q• ------- Y
, ------------------------------------------ -------- — S d �" ❑ R
; � �. tatewi e ier egional 7ier ❑ SuE�-Regional Tier �]
---------�-------------------------------------------------------------------------------------------------------------•-------_..___ � `
' f�llowable HW Elev.._____ �INTAIN OR 1MPR�VE I.OS ____.�, [*�ormal Water Surface �lev. 715.6 _____ �} ; r.+_
, --------- -------------------- ------- ----
' a, B�nch ll+lark is B1vk #� 61' LT QF -BL- STA. 14+i9 R�t SPIKE SET 24" QAK TREE
� __ .. .......... ..... . ....... . .. .....a_ ... _.. _.._..__ . . __ .. ...W._.........�.. _.........._..
------ � - - -- - - -- - -- - - - - -- -- -
--------------------------------------------------------- _....__._._�._..------------._...----_�.....-------------------------- : Mannin s n: Left �.B. Chanrtel Ri ht +G7.B. 6�#�ta�ned From F�MA MOQ�I.: : �
�` __4.�Q--9.J� Q,Q4. g QtQ9-Q.1 '
, - ---- -- ----
,
hJon-En�rppchment : `�' -- El�v. -----727_.49--
, � vo: ------------------- -------- �F. t�tum: AV
------------------------------------------------------------------------------------------------------------------------------------ � ------------------------------------------ -------- -._Q_.$$_._
" Flood Stud /Status FEMA L4ME7ED D�iAIL�l7 �LOOD STUbY Established? Q�009 ; �; t
, Y ------------------------------------------------------------------ •
� Witi� Without � °; Temporary Grossing -----------------------------------------------------------------------------------------------------------
N/A
----------------------e.__._._.__._._..--------------•---------------------------------_..---------------...__...._..._._......_.._.. ' Flood Study lUl7 yr. Discharge 151 723.31 723 32 � m;
; _-------Z_�c.#.s.; 1NS E�ev.: Non-En�craachrnent---------�t.l�lon-encroachment----=._..ft. h;
-----------------------------------------------------------------�..----•--------------------._._._.__.------------------------------ , @ iver 5tatipr, 852�0 I - - _ _ - - �
, �. . , .-,,
. . , ._, .. ...., . . ;�_., _.
DE51GN DATA � � ' ��
-----------------------------------------------__________.___.�._..__..__._____.____---------------____-_--------------------------- : .
` Hydrolagieal Methvd USGS REPORT S!R 20U9-5158 ; m - .i -�, ,
------------------------------------------------------------------------------------------------------------------------------------- F ,_._._._..._...__._..._._.-----------------------------------------------_._._.....,__..._...--------------- .o � � � �., ���+�
� HEGRAS V. 4.1.0 SF790188 Secand Creek SR25b4 ,.
NOTES: � Hydraulic Design Method ------------------------------------- =---------------r--------------------------------....__.._._.. `�, � ' i i
------------------------------------------------------------------------------------------------------------------------------------- �� ' �t .�.�.�• i�.r�� '..,,��f � �, F _1
.
� Desi n Tailwat�r � 5.6 b.b 6.8 7.2 8.2 «a; - , ►�
' 9 Q �t.; Q .ft., Q .ft.•Q -----------�•% � ----------------�. ;
DESIG� FOLLOWS Sl1BRCGi�NAL TfER GUI�]Et1NE�. ------------- ---------- �� � ,
' �a 2s sa.. " _----- � iuo soo
. � �, -
----------------------------------_.._..___..____....._.._.__.__.._..__......_._._-----__..._.._._._....----___..._..____..._.__..._.. . . - ; �
�.Yt �
, o�; , ;
TFiIS FROJEG�' COMPLIES WITM LOCAL FLQOD PLAIN MAN.�4GEMENT REGUI.AiIQNS. : Inlet Control 4utlet Contral � �� -' ` �,"'� � "�
---------------------------------------------------------...----------..._...._.:a-�--........._._.___....._.....---------------------- � � Remarks v�: � (� ,�
N� STRUCTUi�ES WlLL BE ADVERSEEY !Mi'ACTED �BY THiS PROJECi. ; Yp C••� �.�+''. dc+C� �, H.W. ' ' L � -
5ize & T e c f s. K e HWrD (ft.) dc � o Fi l.So �� � � o � i ��- _
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DESIGN MAfIVTAINS /IMPROYES LEVEL �F SERVICE. Cai '
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; Lie_ Na.: C-2197

Mrtigatiar� S�e��vices
t+�ViR(yNMENfALGUAL�:r
;�Iavember 7, 2(�16
Ms. Amy �uliss
I'�CDQT I3iuision 9 Enairann3ental Offcer
Nor-th Carqlina De�amnent of �'ransportatian
375 Silas Creek Parkway
Winstan-Salem, North Carr�lina �'7I27
L�ear Ms. E.uiiss:
Subject: Mitigatiora Acceptan�e Letter:
�Ar ���RaR��
�(�NALD R. VAIti' �]FR 4'A.�.I�-l'
i�i�ision 9 Projecr, Reptace Bridee 188 on SR 2564 (S�ive Raad}, Rowan �oa�nty; WB�
Num6za� 17BP,�.R,62
The purpose of this ietter i� to nQtify ytara r4��.t ��e D��3sion of 1VIiti�ation Services {i7MS} w'r�� pr•n��ide the
cc�mpe�sa�ory streaan rnitigation fc�r ti�e s��ject garoject. �a��d fln il�� inf�rrrlatic�n supplied by y«u on No�•emher 4,
2015, the impacts are locate� iii CLl (]3(}4Q103 c�f the Yadkin �2iver 6asin in the Central Piedmant �CP] Lco-Region,
ancfi are as follows;
Yad �Cin
03D401Q3
C� Cnld
I�npact,s �
feek�acres)
WetIancis
Warm Riparian hT°n- Co�stal
I�igarian Marsh
53.�
�
Buffer (Sy, i�t.}
Iane 1 i 2.one 2
0
'�Sorne af the strearr� andJor ��etiand impact5 may be }�r�pased to �e n�iigated �t a 1:1 rrutigatig� ratio. See p�rmit
applicatinn for �ietails.
This impact and associated mitigatian need wez�e undcr projected by tl�e t�1GDOT irr tiie 2�11 fi unpact data.
DM5 will cc�mrriit la inr�plement sufficient compensat�ry skreaaxa mitigatf�n �redits ta of€set the impacts assoeiated
wit�i th�s project as r�eterrnin�d by the rebuIatory ae�ncie4 usi�-ig the delivery timel�axe listed tn Section Fa.c.iii of the
an-Lieu I�ee 3nstntment datec� Juty 28. 2Q�0. Iit�e ab�ue referen�e� impact arncaunts are rev�iseci. ther� chis
micigatican acce�atance 1et�er wiY� n� tanger he �aiid ar�d a new mitigation accept�rice ietter will be required Gosr�
DMS,
If'you �awe any questions or need additionai infarrnation, ,�i�ase contact Beth �anncan at 9]'�-7{17-842i}.
5iricerely,
,,.
.)am s B StanfiZl
Credi ana�enient 5u�er�vbsor
cc: Mr. 74hsi Thomas, USAC,� - Ralei�h Regulatory Fielc3 �ffice
Mr. Dave Wanucha, NCDWR - Wir�stor�-Salem Office
Ms. �anda Fit�patrick, NCDC7T - P�EA
File: SR 2564 - Bnd�;e 188 - t7ivisi�� 9
S[ate of Nprth Carolina I�virarurxent2! Quality I Mitigation Services
] 652 lyail Sen�icc Center � 2Y 7 W. lpnes StreeL Suite 3Q(]0 I italeigh. NC 27fip9-]b5?
9l9 7D7 $97fi T