20160577 Ver 1_Application_20160608

Carpenter,Kristi
From:
Sent:
McHenry, David G
Wednesday, June 08, 2016 9:52 AM
To: Beckwith, Loretta A SAW; Barnett, Kevin; Chapman, Amy; Carpenter,Kristi; Andrew
Henderson ([e-mail]); Chambers, Marla J; DeWit, Benjamin J
Cc: Deyton, Joshua B; Hill, Mark E; Davis, Mark S
Subject: NCDOT Bridge 73 Replacement Henderson County - Nationwide Permit 14 and 401
Application
Attachments: NCDOT_Bridge 73_Henderson_404-401 Application Pkg.pdf; NCDOT_Bridge No. 73
_Henderson_Plans.pdf
Follow Up Flag:
Flag Status:
Ladies and Gentlemen,
Follow up
Completed
Attached for your review and comments is the subject permit application. If you have any questions, please advise.
Thanks,
Dave McHenry
Environmental Specialist
NC Department of Transportation/Division 14
828 586 2141 office
828 246 -7078 mobile
dqmchenrv(cancdot.qov
253 Webster Road
Sylva, NC 28779
; � � �► � ,r �
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name Bridge 73 on SR 1125 (Berea Church Road)
2. Name of Property Owner/Applicant: NC Department of Transportation
3. Name of ConsultandAgent: N/A
•Agent authorization needs to be attnched.
A. Related/Previous Action ID number(s): N!A
5. Site Address: N/A
6. Subdivision Name: N/A
7. City: Hendersonville
8. County: Henderson
9. Lat: 35.261966° N Lon�: -82.482836° W (Approx. Project Center)
10. Quadrangle Name: Hendersonville (35082-C�1-TF-024)
11. Waterway: Greer Creek (B)
12. Watershed: French Broad River (06010105)
13. Requested Action:
X Nationwide Permit # 14
General Permit #
7urisdictional Determination Request
Pre-Application Request
The following information will be completed by Corps offtce:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:

Transportatron
June 8, 20I6
Ms. Lori Beck�vith
U. S. Army Corps of Engineers
NCDOT Regulato�y Project Manager
151 Yatto�i Avenue, Room 208
Asheville, NC 28801-2714
PAT McCRORY
Gmrmor
NICHOLAS J. TENNYSON
Srcremry
Su�ject: Natiaiwidel4PennitApplication
Replace�uent of Bridge 73 on SR 1125 (Bere� Church Ro�d) over Greer Creek
Henderson Count��, North C�rolina
WBS �lement No. 14SP.204511
Dear Ms. Beckwith:
'I'he North Carolin� Department of Transportation (NCDOT) is proposing to replace the su�ject
bridge. This bridge is a structurally deficient 25.5' L s 21' W single span timber deck on steel
beam structure. The new shucture will be a 29'4" W(spau) s 9' Ii � 45.5' L aluminum bos
culvert on a 95° skew and 0.6% slope. An off-site detour will hTndle h�affic during the
construction. The culvert invert �vill be buried one foot below tlie stream bed. Also, 2' I1 sills
with I' H s 10' 1�� notches will be added to the inlet, mid-culvert, and oudet �nd floodplain
bencl�es constructed �t the inlet and outlet. These structures should maiutain a low flow channel
morphology, hold some bedload in the culvert, and facilitate aquatic life passage through the
crossing.
Please tind enclosed a PCN application, prelimiu�ryjurisdictional determination form, Division
of Mitigation Seivices Tcceptance fetter, cultural resource review forms, maps, plan sheets,
photographs, aud other supporting project informTtion. (Note, the Culvert Swvep & Hyclrnulic
Design Report shows a ditch in a h�ibutmy sh•enm to Grecr Creelc tLnt will NOT be
coush•ucted; the nctual proposed permnueut impacts to the tributar�� stream will be rip rap
aud bencL construction �s sho�vn iu tl�e impact diagr�m rnd Structiu•e/Roadwa}' plaus.)
Tlie North Carolina N�tur�l I Ieritage Program lists 40 species with federnl status for Hendersou
County that are known from current records or were kno�vn to occur in the county historicall}�.
The bog turUe (Gl�+plen�ps uurhlenbergii) is listed as threatened due to similarity of appearance to
the northern bog turtle. Eight species, Carolina northern flying squirrel (Glmrconi��s saGrinus
co/ornh�s), AppalTchian elktoe nuissel (�Ilnsmidonin rrrvenelinnn), swamp pink (Helonios
Grrl/ntn), small wl�orled pogonia (Isoh•ia mecleoloides), bunched en'owhead (Srigrttrn•ia
fnsciclrintn), mountain sweel pitcher plaut (Sm�racenrn jonesri), white iriselle (Si.ti.�n�inchimu
dreho�onunn), and northern long-eared bat (NL�B, lll��ous septenh•io»alis) h�ve cw�rent records
�ud �re listed as thre�lened or endangered.
The AppTlachian elktoe mussel is found in well-o�ygenated, cool-water rivers with moderate to
f�st flowing water and stable, mixed-subsh�ates of silt, sand, gravel, and/or cobble. The
�Nothing Compares�
StateofNotlhCnrnlina � Depanmen�o(Transpo�lation� Di�ision W
153 \Vcbsltr Road I Splva, Notlh Cerolina 25779
Phona 8?SS8G-21JI I Ym 328-i86-1073

Bridge No. 73 Page 2 June 8, 2016
Appalachian elktoe records in the region are from rel�tively large su•eams such as the French
Broad, Little, and Mills Rivers. There are no records of occw•rence in tribntaries to these rivers.
Greer Creek flo�vs into Mud Creek about I mile downstream of the bridge. Mud Creek then
flo�vs 13 miles to the French Broad River. Mud Creek is too polluted witli sediment to suppoit
mussels and Greer Creek is too small to suppoit mussels.
The terrestrial habitat in the vicinity of the bridge has been dishu�bed by the roadway and its
mTintenance, manicw•ed lawns, and mowed fields. As is typical in much of suburban Henderson
County, the ripariau habitat on Greer Creek is mostly comprisecl of turf grasses �vith scattered
shrub and tree cover.
The bridge site is only about 2,120 feet in elevation, so there is no habitlt present for tlie Carolina
northern flying squin�l.
White irisette hebitat includes mid-elevation slopes with open diy to mesic oak-hickory forest,
typically on rocky steep ten•ain with shallow soils. This plant has only been found in tlie eastern
pait of Henderson County. The ai�a ne�r the bridge is not forested and not suitable for white
irisette.
Swamp pi�ik and mountain sweet pitcher plants botl� require saturated-soil wetlands, usually bogs,
while bunched arrowhead is considered a submerged aquatic plant that is associated witli lo�v
flow seepage areas. There are isolated �vetlands in the Hendersonville area �vitltin a few miles oF
the bridge that suppo�t these plants. Ho�vever, there are no wetlands iu or near tlie project area
aud these plants were not seen along the tributaiy to Greer Creek near tlie bridge on the May 19,
2016 survey.
Small whorled pogonia occurs in open, dry, deciduous woods �vith acid soil, tliough it can also
occw• on slopes along streams. It is also known to occur in rich, mesic forest in association with
white pine ai�d rhododendron. Habitat is lacking for tl�is plant because there are no �voods near
the bridge and tlie stream is not along a slope.
NLEB are known to winter in caves and mines and, in summer, they roost on trees witli sloughing
bark a� on sh•uchves, including concrete bridges that retain lieat. The existing bridge is a low
timber structure that sliould be too cool for bat roosting. On May 19, 201G, we did not see any
evidence that bats were usiug the bridge for roosting (i.e. staining or guano). Also, there are no
caves visible near the bridge and the nea��est underground mine is over 10 miles a�vay (USGS
data). Tree removal for this project is not anticipated, but, if needed, it would be consistent with
the exemption from incidental take for NLEB as outlined in the Pinal 4(d) Rule Uecause this pa�4
of Henderson County is not considered an area of concern (i.e., there cnrrently are no Imown
hibernacula or maternity roost trees for NLEB in tlie ��egion).
The project is limited in swpe to the replacement of bridge with a culve�t on an e�isting roadway
alignmenL Erosion and sedimentation control measures will be implemented to minimize
adverse effects of the work on aquatic habitats. Habitats fa• listed species are lacking at the
project site and none of these species �vere obseived duriug field visits. For these reasons and
those discussed above, we recommend that a determination of"no effecY' on listed species apply
to tliis project.
This project was revie�ved by NCDOT's Human Environment Unit in 2012 for potential effects to
historical architechu�e and archaeology. Surveys for architechu�e and archeological resources
were not required.

Bridge No. 73 Page 3 June 8, 2016
NCDOT best management practices will be used to minimize and control sedimentation and
erosion. The construction forema�i will review all measures daily to ensnre erosion and
sedimentation are being effectively controlled. If tlie devices are not fimctioning as intended,
they will be replaced immediately with better fimctioning devices.
Impacts to Waters of tl�e United States
Greer Creek (DWQ Class: B) is sho�vn on the USGS topographic map as a perennial stream. The
channel is well defined and approsimately 10' wide with a substrate of silt aud sand. Greer Creek
flows into Mud Creek about 1 mile dowustream of tlie bridge. Miid C��eek then flows 13 miles to
the Frencl� Broad River. (H[IC 06010105). The French Broad River meets the definition of a
Traditional Navigable Water. Foc these reasons, we believe Greer Creek is a Relatively
Perma��eut Water and is under the jurisdiction of the U.S. Army Corps of Engineers.
Replacement of the bridge �vith an aluminum boi culvert will ��esult in impacts to waters ofthe
United States as listed in the table below.
Site No. �xisting Cm�dition Proposed Condition Net
Station Im acts
25.5' L s 2l' W single- 29�4+� W�span) s 9' H x 45.5' L
Site 1 span timber deck on steel T�i�minium bo� culveit 46'
beam brid e
Site lA fi�ee-flo�ving Greer Creek ����Pervious dike and temporuy flo�v 120'
diversion
Site 1 B banks along Greer C��eek constructed floodplain benches with rip 30
rap (iipstream of the culve�t)
constructed floodplain beuclies �vith rip
Site 1 C banks along Greer Creek ��ap (do�vnstream of tl�e culvert) 35
Site 2 bauk along UT Greer rip rap bank protection and floodplain 20,
Creek bench
Site 2A fi�ee-flo�viug UT Greer impervious dike and tempora�y flow 30'
Creek diversion
Total Permanent Stream Impact for Cnlve��t 46'
Total Tempm�a�y Stream Impact for Impe�vious Dilces and rlow Diversions 150'
Total Permanent Stream Impncts for Floodplain Benclies and Rip R�p SS'
Permits Requested
NCDOT is liereby requesting autliorization under Section 404 of the Clean Water Act to proceed
with the constructio�� project ouHined above. By copy of this letter, I am asking Mrs. Marla
Chambers, Western DOT Revie�v Coordivator for the No��th Carolina Wildlife Resources
Commission (NCWRC), to comment directly to you concerning the 404 Natiomvide Permit
request.

Bridge No. 73 Page 4 June 8, 2016
I am also requesting authorization imder Section 401 of tl�e Clean Water Act fi�om the North
Carolina Depai4ment of Euviromnental Quality, Division of Water Resources (DWR). In
addition, I am asking Ms. Chambers and Mr. Ben DeWit, Roadside Environmental Field
Operations Engineer (NCDOT), to comment directly to me conce�ning this permit request.
If you have any questions or need additional information, please contact me at [phone] or
Mr. Josh Deyton, PE, at [phone]. Your early �eview and consideration will be gre�tly
appreciated.
mcere� �
Dave McHe�iry
���
Division 14 Environmental Specialist
Enclosnres
cc: Ms. Anry Chapman, Division of Water Resources, DEQ Raleigli
Ms. Kristie Lynn Carpenter, Division of Water Resow�ces, DEQ, Raleigh
Mr. Keviu Barnett, Division of Water Resources, DEQ, Asheville
Mr. Andrew Henderson, Biologist, US Fish & Wildlife Service, Asheville
Mrs. Marla Cl�ambers, Western NCDOT Revie�v Coordinator, NCWRC
Mr. Josh Deyton, PE, Division 14 Bridge Management Engineer, NCDOT
Mr. Ben DeWit, EI, Roadside Environmental Field Operations Engineer, NCDOT

O��FWATF9OG
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Office Use Only:
Corps aclion ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Noti�cation PC Form
A. A licant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: � Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1 d. 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 401 For the record only for Corps Permit:
because written approval is not required? 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.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: Replace Bridge No. 73 on SR 1125 over Greer Creek
2b. County: Henderson
2c. Nearest municipality / town: Flat Rock
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or State 14SP.20451.1
Project No:
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina DepaAment of Transportalion
3b. Deed Book and Page No. N!A
3c. Responsible Party (for LLC if Dave McHenry, Division 14 Environmental Specialist
applicable):
3d. Street address: 253 Webster Road
3e. City, state, zip: Syiva, NC 28779
3f. Telephone no.: 828-586-2741
3g. Fax no.: 828-586-4043
3h. Email address: [e-mail]
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4. Appllcant Informatton (if different from owner)
4a. Applicant is: ❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if appiicable):
4d. Streei address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
b. AgenUConsultant Information (if applicable)
5a. Name: N/A
5b. Business name N�A
(if applicable):
5c. Streetaddress: N/A
5d. City, state, zip: N/A
Se. Telephone no.: N/A
5f. Fax no.: N/A
Sg. Email address: N/A
Page 2 of 10 PCN Form — Version 1.3 December 70, 2008 Version

B. Project Information and Prior Project Hlstory
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): N/A
1 b. Site coordinates (in decimal degrees): Latitude:35.261966 Longilude: -82.482836
(�D.DDDDDD) (-DD.DDDDDD)
1c. Property size: N/A acres
2. Surtace Waters
2a. Name of nearest body of water (slream, river, etcJ to Greer Creek
proposed project:
2b. Water Qualily Classitication of nearest receiving water: B
2c. River basin: French Broad
3. Project Description
3a. Describe the existing conditions on fhe site and the general land use in the vicinity of the project at the time of this
application:
The general landscape is a mi�cture of forest, hay tields and pastures, and single-family home sites.
3b. List the total estimated acreage of alI existing wetlands on the property:
N/A
3c. List ihe total estimated linear feet of all exisling slreams (intermittent and perennial) on the property:
150
3d. Explain the purpose of the proposed project:
The purpose of the project is to replace a structurally deficient 25.5' L(span) x 21' W single span limber deck on steel
beam bridge with a 29'4' W(span) x 9' H x 45.5' L aluminum box culvert on the existing location.
3e. Describe the overall projecl in detail, including the type of equipment to be used:
Erosion and sedimentation control measures will be installed. An off-site detour will handle traffic flow. The old bridge will
be removed and lhe culvert installed in the same location. Track hoes, dump trucks, bulldozers, cranes, paving
equipment, water pumps, sandbags, diversion pipe and various hand tools will be used to accomplish lhe work.
4. Jurisdictional Determinatlons
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this propeAy / � Yes � No ❑ Unknown
project (including all prior phases) in the past?
Comments: N/A
4b. If ihe Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: N/A
Name (if known): N/A Other: N!A
4d. If yes, list the dates of lhe Corps jurisdictional determinations or State determinations and attach documentalion.
N/A
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
8a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
N/A
Page 3 of 10 PCN Form — Version 1.3 December 10, 2008 Version

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 queslion for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, othar) (acres)
Tem ora
W1 ❑ P❑ T N/A N(A � Yes ❑ Corps N/A
❑ No ❑ DW4
WZ � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
W3 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts
2h. Comments: N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on ihe site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3 e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermiitent DWQ — non-404, width (linear
Temporary (T) (IN'�? other) (feet) feet)
S1 � P❑ T Culvert Greer Creek � PER � Corps 10 46
❑ INT � DWQ
Dike and Flow � PER � Corps
S1A ❑ P� T diversion Greer Creek � �NT � DWQ �0 120
Floodplain � pER � Corps
S1B � P❑ T bench/rip rap fill Greer Creek � INT � DWQ 10 30
(upstream)
Floodplain � pER � Corps
S1C � P❑ T bench/rip rap fill Greer Creek � �NT � DWQ 10 35
(downstream)
S2 � P❑ T Rip rap fill UT Greer Creek � PER � Corps 2 z0
❑ INT � DWQ
S2A � P� T Dike and Flow UT Greer Creek � PER � Corps 2 30
diversion ❑ INT � DWQ
3h.
Tatal Permanent Stream Impact for Culvert 46'
Total Temporary Stream Impact far Impervious Dikes and Flow Diversions 150'
Total Permanent Impact for floodplain benches and rip rap 85'
3i. Comments:
Page 4 of 10 PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
lhe U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent(P)
or Tem ora
01 ❑ P❑ T NfA N/A N/A N/A
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4C Total open water impacts N/A
4g. Commenls: N/A
5. Pond or Lake Constructlon
If ond or lake construclion ro osed, then com lete ihe chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1 N/A N/A N/A N/A N/A N/A N/A N/A
P2
Sf. Total N!A NtA N/A N/A N/A N/A N!A
5g. Comments: N/A
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no: N/A
5i. Expected pond surface area (acres): N/A
5j. Size of pond watershed (acres): N/A
5k. Method of construction: N!A
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 require mitigation, then ou MUST fill out Seclion D of this form.
6a.
❑ Neuse ❑ TarvPamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Bufferimpact
number — Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigation (square feet) (square feet)
or Tem ora T im act re uired?
81 ❑ P❑ T N/A N/A ❑ Nos N/A N/A
B2 ❑P❑T ❑Yes
❑ No
B3 ❑P❑T ❑Yes
❑ No
6h. Total buffer impncts N!A N/A
6i. Comments: N!A
Page 5 of 10 PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
7. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The bridge is being replaced wilh an aluminum box culvert on the same location. Sills and baffles and floodplain benches will
be added to the culvert to help retain a more natural channel morphology and to help with aquatic life passage.
1 b. Specifically describe measures taken to avoid or minimize lhe proposed impacts through construction techniques.
BMPs will be installed to minimize effects on aquatic habitat. Flow diversion will be used so that road fill and old bridge
materials can be removed and the new culvert constructed in a dry work ernironment.
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 State7
2b. If yes, mitigation is required by (check alI that apply): ❑ DWQ � Co�ps
❑ Miligation bank
2c. If yes, which mitigalion 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
3b. Credits Purchased (attach receipt and letter) Type N/A Quantity N!A
3c. CommeMs: 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: 46
4c. If using stream mitigation, stream temperalure: ❑ warm � cool �cold
4d. Buffer miligation requested (DWQ only): N(A square feet
4e. Riparian wetland mitigation requested: N/A acres
4f. Non-riparian wetland mitigation requested: N/A acres
4g. Coastal (lidal) wefland miiigation requested: N/A acres
4h. Comments: N/A
5. Complete tf Using a Permittee Responsible Mltigation Plan
5a. If using a permittee responsible mitigation plan, provide a descriplion of the proposed mitigation plan.
N/A
Page 6 of 10 PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer lhat requires ❑ Yes � No
buffer mitigation?
6b. If yes, lhen identify the square feet of impact to each zone of the riparian kuffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required miligation
(square feet) (square feet)
Zone 1 N/A N/A 3(2 for Catawba) N/A
Zone 2 1.5
6f. Total buffer mitigation required: N/A
6g. If buffer miligation 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).
N!A
6h. Comments: N/A
Page 7 of 10 PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1, Diffuse Flow Plan
1a. Does lhe 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.
Comments: N/A ❑ Yes ❑ No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? N/A %
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: N/A
2d. If this project DOES require a Stormwater Managemenl Plan, then provide a brief, narrative description of the plan:
The plan is covered under the NCDOT General Stormwater Permit No. NCS000250
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ Certified Local Government
NCDOT ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply (check all lhat 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 � pRW
(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 Stormwate� Management Plan meet lhe appropriate requirements? ❑ Yes ❑ No
5b. Have all of lhe 401 Unit submiltal 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)
1a. Does the project involve an expenditure of public (federal/state/local) funds or lhe � Yes ❑ No
use of public (federallstate) 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 Carofina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered °yes° to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments: N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetiand Rules (15A NCAC 2H .0500), Isolaled
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered'yes" to one or both of the above questions, provide an explanation of the violation(s): N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipaled 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 qualilalive or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no; provide a short narrative description.
This project consists of the replacement of a structurally deficient bridge. The road infrastructure is not being upgraded.
The secondary and cumulative impacts from fhis routine construclion project are expected to be insignificant.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimaie treatment melhods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 9 of 10 PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or � yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes ❑ No
impacts?
❑ Raleigh
5c. If yes, indicale lhe USFWS Field Office you have contacted.
� Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
North Carolina Natural Heritage Program Database and site visits during and after the field scoping process.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this p�oject occur in or near an area designated as essential fish habitat? ❑ Yes � No
6b. What dala sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A--There are no marine or estuarine habitat within the Blue Ridge Physiographic Province
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will lhis project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation � Yes ❑ No
status (e.g., National Historic Trust designation or propeAies significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The project was submilted to the NCDOT's Human Environment Unit for review. Surveys for cultural resources and
historic architecture were not required (see attached forms).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Dave McHenry � /
Division Environmental Specialist � %��/� 6 —3 ��
ApplicanUAgent's Signa e Date
ApplicanUAgenYs Printed Name (Agenfs signature is valid oniy if an aulhorizalion le(ter from the applicant
is provided.)
Page 10 of 10 PCN Form — Version 1.3 December 10, 2008 Version

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Name: HENDERSONVILLE !/�,S�S Localion: 0352611200° N 082.4847432° W NAD 27
Da�e: 5/31/2016 Cap�ion: Bridge No. 73 on SR 1125
Scale: 1 inch equals 2000 feel Greer Creek, Henderson Co.
35082-C4-TF-024
Copynght (C)1997, Maptech, Inc.

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,cces
Mr. Mark S. Davis
NCDOT Division 14 Enviromveuta] Supervisor
North Carolina Depaztment of Trai�sporta�ion
253 Mebster Road
Sylva, North Caroluia 28779
Deaz Mr. Davis:
May 31, 2016
SubjecC Mitigation Acceptance Letter:
PAT MCCRORY
DONALD R. VAN DER VAART
R��C� V �L:9
lUN0y2016
DIVISIOf� � �
Division 14 Project, Replace Bridge 73 on SR 1125 (Berea Church Road) over Greer Creek,
Heuderson County; WBS Element 14SP.20451.1
Tl�e purpose of tlus letter is to notify you that tLe Division of Mitigation Services (DMS) �vill provide the
compensatory stream niltigation for die subject project. Based on the infomiation received on May 3l, 2016, Ihe
impacts are located in CU 06010105 oC the French Bro�d River basin in the SoutUem Mounlains (SM) Eco-Regioq
aud are as follows:
Prencfi Broad Stream Weflands But�'er (Sq. Pt.)
06010105 Nou- Coastal
Sn4 Cold Cool Narm Riparian Zone 1 Zone 2
Riparian Marsh
Impacts 0 46.0 0 0 0 0 0 0
(feet/acres)
This impact and Tssociated mitigation need were under projected by ihe NCDOT in the 2016 impact data.
Dn4S will comroit to implement sufficient compensltory stream miligation credits to offset the impacts associated
witl� tlus project as detemuned by the regulatory agencies using [he delivery timelu�e listed in Section F3.c.iii of the
Iu-Lieu Fee InsWment dated July 28, 2010. If the above referenced impact amounts are revised, lhen ihis
mitigation acceptance le[ter will �o longer be valid and a new mitigation accepte�ce letter will be required Gom
DMS.
8420.
if you Lave auy questions or need addi[ioual information, please coulact Ms. Betlt Hannon at 919-707-
Siucerely.
,:� �'_���
Ja�u , . Staufill
Credit Mauagement Supervisor
ec: Ms. Lori Beckwith, USACE — Asheville Regulalory Field Office
hfc Josh Deyton, P.E., NCDOT— Division 14 Bridge Maintenance Engineer
Ms. Linda Fitzpalrick, NCDOT— PDEA
Pile: SR 1 L25 — Bridge 73 —Division 14
S�ale oMorthCamlina Envimnmentai Qwlity � �fitigalion Sm�¢s
1652 hlail Servi.e Qnler � 217 W. Jon.s Str�l Suite 7000 I Raleigh, NC 27609d65?
919 707 b9'!6 l'
�

ATTACHMENTA
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUNDINFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): �ai-zois
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NC DepaAment of Transportation, Dave McHenry, Division 74 Environmental Specialisl
253 Webster Road, Syiva, NC 28779
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
Repiace bridge 73 on SR 1125 (Berea Church Road)
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT
SITES)
State: NC CoUtlty/parishlbolough: Henderson CItY: Hendersonville
Center coordinates of site (IaUlong in degree decimal format):
Lat. asss�sss °N; Long. -az.aa2sss °W.
Universal Transverse Mercator: 3se»s.a, asosmz.e zo�e n
Name of nearest waterbody: c�ee�c�eek
Identify (estimate) amount of waters in the review area:
Non-wetland waters:
�so linear feet: �o width (ft) and/or acres.
Cowardin Class: R3usz
Stream Flow:
Wetlands: Na acres.
Cowardin Class: �a
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: �a
Non-Tidal: Na

E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
� Office (Desk) Determination. Date: sai-2o�s
� Field Determination. Date(s): s-�s-2ois
SUPPORTING DATA. Data reviewed for preliminary JD
(check all that apply - checked items should be included in case file and,
where checked and requested, appropriately reference sources below):
� Maps, plans, plots or plat submitted by or on behalf of the
applicanUconsultant: Ncoor
❑ Data sheets prepared/submitted by or on behalf of the
app�nt/consultant.
Office concurs with data sheets/delineation report.
Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
� USGS NHD data
� USGS 8 and 12 digit HUC maps
Q✓ U.S. Geological Survey map(s). Cite scale & quad name: ��2ak He�ae�so��ne
❑ USDA Natural Resources Conservation Service Soil Survey.
Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
� 100-year Floodplain Elevation is:
(National Geodectic Vertical Datum of 1929)
❑✓ Photographs: ❑✓ Aerial (Name & Date): or
Q Other (Name & Date): eis sas-zo�s
� Previous determination(s). File no. and date of response letter:
� Other information (please specify):

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicanPs acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.

This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
�� '�
�����% � 3i�/�
Signature and date
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
amount of
aquatic Class of
resourcein aquatic
Site Number Latitude Longitude Cowardin Class review area resource
1 35.261966 -82.482836 R3UB2 150 linear feet Non Section 10
— non-wetland

NO SURVEY R�QUIR�D FORM
PROJECT INFORMATION
Projec( No:
6YB5 No: 14SP.20451. t
F.A. No:
Federal (USACE) Periuil Regt�ired?
Projec(TrnckingNo. (Gtlenwl Uae)
� 12-�g-��2% —�
Cosnty: Henderson
Docwuen(: MCGAttachment G
Funrling.• � State ❑ Federal
� Yes ❑ No Pernri[ Ty�e: NWP 14 and TVA
Project Description:
Replace Bridge no. 73 on SR 1125 (Berea Church Rd) over Left Prong Mud Creek with a 12' x l0'
reinforced concrete box culvert on existing location. Project length is approximately 500 feet. Area of
potential effects is 200 feet from each end of the bridge and 50 feet from either end of the centerline.
SUMMARY OF CULTURAL RESOURCES REVIEW
Briejdescrip�ion of revre�v ac[ivi�ies, resrr!!s of revierv, nrtd cw7cl:rsio�rs:
Revietiv of HPO quad maps, HPOweb GIS mapping, historic designations roster, and indexes was
conducted on 8/20/12. Based on this review, there are no existing NR, SL, LD, DE, or SS properties in
the Area of Potential Effects (APE). The CRS also reviewed Henderson County GIS and tax records
whieh yielded only one property over die age of fifty years old within the APE. According to the
property card photo, this residential building, built in 1955, does not possess enough architectural
interest or historical significance to merit consideration for eligibility to the National Register of Historic
Places (NRHP). Additionally, Bridge no. 73 is not eligible for the National Register of Historic Places
according to Ihe NCDOT Historic Bridge Survey. Thus, a survey is not required for this project.
BrieJExpinnn[ion ojivhy!/te mailable i�formatiat provides a relinGle Gasisfor reasaraGlyprerlic/ing
!hn! [here nre no aniden[ified historrc proper(ies in tl�e �1PE:
HPO quad maps, HI'Oweb GIS mapping, Google maps and Henderson County tax records are
considered valid tools for the purposes of determining the likelihood of historic resources being present.
A survey is not required for this project.
SUPPORT DOCUMENTATION
See attached: Map(s), photos, Henderson County property cards.
FINDING BY NCDOT CULTiJRAL RE � OFESSIONAL NO SURVEY REOUIRED
ARCHAEOLOGY HISTORiCARCHITECTURE (CIRCLEONE)
"No Snn'ey Required"fosm farAlinorTiampormlion Projrc/s m Qua!%edln fie I007 Piogmmmnlic AgssemeM.
NCDOTArrhoedogy & Hislaiic Architenwe Croup+

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��°""' Henderson County Real Property Data ��°"�dPs
Building Summary r„` °1���
Data last updatetl on: 8/]0/2012
Ownershlp current as of: 7/76/201i
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Parcel Number 0110919 v�N s 9566089759 �
Locatlon Address Property Desaiption
2702 LITTLE RIVER RD Lot # SR1123 ON LITTLE RIVER RD
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2702 L17TLE RIVER RD MA-SINGLE FAMILV
Bldg Type SINGLE FAMILY Base Bldg Value $61,827
Units 0 Year Built 1955 Effective Year 1955 Grede D+ 90%
Heated Area 1356 A�ditions 3 Remodeled Cond % A 44%
Story Height 1 STORY FIREPLACE OPENINGS(2) Market Adj.
Style CONVENTIONAL �nterlor FIREPLACE STACKS(2) Market Adj
Basement FULL Ad�� Accrued °/a
Exterior ASB/WOOD SHINGLES Percentage Complete 100
Const Type NONE Current Card Value $63,600
Heating FORCED AI �ther All Other Cards
Alr Cond NO AYR CONDITIONING �eatures ssessed Land Value $86,70
Plumbing FULL:2 HALF: 1 ssessed Total Value 151 500�
Main and Addition Summary Other Improvemen[s
S[ory � Type �Code� Area � In� %
1 /AS�/WOOD SHINGLES/FULL 1356 UIl(t5 IDeSt�ipUon Item ICOde YCBf Gd IOC Vdll
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Building Summaiy - Henderson Coimry Real Property Data
"°'"� Henderson County Real Property Data
Building Summary
Data las[ updated on: 0/20/2012
Ownership current as o!: 7/26/3012
Parcel rvumber 99001a7 Pirv a 9566086137
LocaUon Address Property Descdp[ion
197, BEREA CHURCH RD Lot # SR1125 ON BEREA CHURCH RD
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Building Location Address Buildin9 Description Card 1 of 1
191 BEREA CHURCH RD MA-SINGLE FAMILV
Bldg Type SINGLE FAMELY Base Bldg Value $173,522
Year 8uilt 2002 Effective Year 2002 Grade B- 120%
Heated Area 1709 Additions 4 Remodeled Cond % A 91%
Story Height 1 STORY FIREPLACE OPENINGS(1) Market Adj.
Style RANCH Interlor Market Adj
8asement NONE Ad�� Accrued %
Exterior VINYL Percentage Complete S00
Const Type NONE Current Card Value $198,500
Heating HEAT PUMP Other All Other Cards
Features ssessed Land Value $40,70
Air Cond CENTRAL A/C
Piumbing FULL:2 HALF: 0 ssessed Total Value 239 200
Maln and Additlon Summary . O[her Improvements
Story � Type � Code � Area � Ini
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Page 1 of 2
H���°' Henderson County Real Property Data �a�tans
( Building Summary �'" "'�4
.. f: ` � �\ oa�alartuo�aleaon:9/xo/3o�1
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iyi�+� 140 OEREA CHUftCH RO Lo[ # COOPER F�MILV S/D
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Building Suuunaiy - Henderson Cottnty Real Property Data Page 2 of 2
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Building Surrvnary - Henderson County Real Property D�ta
Page 1 of 2
"°°"' Henderson County Real Property Data ���������
� Building Summary �'x �'��5
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http://taxinfo.hendersoncountync.org/PropertyS earcl�/B ui ld i ngDetai ls. aspx?REID=997056... 8/20/2012 I

Building Sunvnaiy - Henderson Coufity Real Property Data
Page 2 of 2
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NO SURV�Y R�QUIRED FORM
PROJECT INrORMATION
Project No: Str.# 44073
rvas No:
F.A. No.
14SP.20451.1
NA
Federal (USACE) Permit Reqrrired?
Project Descripliat:
Rnjec7 7Yncking No. (/nfernaf Use)
12-OS-0027
Cormty: Henderson
aus � 3 Zorz
Docrane�rt: Minimum Criteria Sheet
Fmrdiirg. � State ❑ Federal{J'�'S�ou � I
,� g
� Yes ❑ No PermilType: NWP# 14 •
TJte projec! calls for lhe reylncenrerrJ of Bridge No. 73 on SR 1125 (Beren Chm•ch Rond) over Greer
Creek in Hendeison Cortr:ty. Tl:e a1•clrneolagicnlflren of Poleirlinl Effects (APE) ja• the project is
defrned as a 900 fool (121.92 m) lang comidor rinrni�rg 200 feet (60.96 m) na�thensl nnd 200 feet
(60.96 m) so+rtl�tivesl along SR 1125 fi•om eilher end ofBridge No. 73. T/ie cor�rida• is appro.rin:ntel��
100 feet (30.48 n7) ivide ertei7ding 50 fee! (15.24 m) on either side of SR 1125 fi•ont its presen! cenler.
SUMil1ARY OF CULTURAI. RESOURCES REVI�W
Briefdescription of revieiv nctivrties, resnTts ofreview, nnd co�rchisions:
Bridge No. 73 is south of Hendersonville, north of the Blue Ridge Mountains, and wes[ Flat Rock in the
southern portion of Graham Cou�ty, North Carolina. The project area is pbtted in the southwestern
corner of the Hendersonville USGS 7.5' topograplric quadrangle (Figure 1).
A map review and site file search was conducted at the Office of State Archaeology (OSA) on August 9,
2012. No previously recorded archaeological sites have been identified within or adjacent to the APE, but
three kno�vn sites (31H1V39, 31HN43, and 3IHN191) are within a mile radius of the bridge. In addition,
no existing National Register of Historic Places (NRHP), State Stady Listed (SL), Locally Designated
(LD), Determined Eligible (DE), or Surveyed Site (SS) properties are wi[hin or adjacent to the
�rchaeological APE. However, the Plat Rock Historic District (NRHP) is vearby. It is to the north on the
other side of SR 1123 (Little River Road). Topographic maps, USDA soil survey maps, aerial
photographs (NC One Map), and I�istoric maps (North Carolina maps website) �vere utiGzed to gage
environmental factors that may l�ave contributed to historic or prehistoric settlement within the project
limits and to assess the level of ground disturbance.
Bridge No. 73 and SR 1125 cross Greer Creek trom the northeast to southwesk The creek drains
north�vest into Mud Creek. These waterways are part of tl�e French Broad drainage basin. The APE is
primarily situated within the Greer Creek tloodplain, but a small portion at the southern end resides on
hillside slope (Figure 2). The area is mostly open consisting of pastures and fields. The road is slightly
elevated on an earthen embankment �vith a ditch in the southwest quadrant. Overall, ground disturbance
nppears minimal.
The USDA soil survey map indicates that the APE contains hvo soil types (Figure 3). The floodplain is
composed of Toxaway silt loam (To). This soil is characterized as very poorly to poorly drained and
found on nearly level landforms wilh less than 2 percent slope. It is also subject to frequent and brief
flooding with a seasonal l�igh water table at or near the surface. Dae to persistent wetness, this series is
not suitable for prehistoric or historic settlemei�t and is imlikely to yield significant deposits. A few sites,
lio�vever, have been reported on this soil throughout the county, but this is very rare witl� sites typically
L�J

i2-os-ooz�
being small lithic scatters or isolated finds. The second series, wlrich is found at the southern end of the
APE along tl�e hillside, is Hayesville loam (HyE). This series is well drained, but slope is steep at 15 to
25 percent. Some portions of this series are atso eroded. Generally, significant deposits are not found on
slope of 15 percent or greater. Therefore, it is unlikely for an important site to be encountered on this soil
series.
Very few archaeological investigations have been conducted in the nearby viciniry. Results are varied but
most sites were found along the western side of Mud Geek rvith three sites (31HN39, 31HN43, and
31HN 191) being reported within a mile of the bridge. Sites 31 HN39 and 3INH43 were identified by the
University of North Carolina at Chapel Hill (UNGCH) in 1966 during the Cl�erokee Archaeological
Project. This project included large-scale surveys and salvage excavations, as well as intensive
investig�tions of late prehistoric and historic Cherokee sites throughout tlie southwestern region of the
state. lt is likely tl�e cui7ent project area was inspected by LINGCH at this time, but areas that yielded no
cultural resources were not recorded. Site 31HN39 is prehistoric lithic scatter dating to an unidentified
period. It is situated along the Mud Creek floodplaiu on moderately weii drained to somewhat poorly
draiued Codoms loam (Co). The sites eligibility for the N12IiP is imassessed. Site 31HN43 is also a
prehistoric site fi�om an unidentified period, but it yielded ceramics and lithic materials. It is situated on a
higli stream terrace made up of well drained Bradson gravelly loam (BaB). Its eligibility too is
unassessed. The final site, 31NH191, was identiffed by arcl�aeologist with NCDOT during their
investigation of proposed replacement of Bridges No. 75 and 76 (TIP B-4147). This site consists of lithic
material from an unidenti5ed prehistoric period. It is situated along a low siream terrace next to Mud
Creek on �vell drained Elsinboro loam (EnB). It is recommended as ineligible for the NRHP. From this
revierv of previous investigations, it does not appear likely for any signi5cant archaeological deposits to
be within the project limits. Sites in the area are typically found along Mud Creek on dry soils with little
to no slope. Tl�e wet soils and the steep slope in the cmrent APE are not favorable for site locations.
A historic map review was also conducted. The earliest maps to depict the project area with any great
detail are the 1889 and 1907 USGS Saluda topograplvc maps (Figures 4 and 5). The 1889 map shows no
road or structures within the project area, wl�ile the 1907 map illustrates a road similar to SR ll25. The
1907 map also plots a structure to [he south, but this is well outside of tl�e APE. Subsequent historic
maps of the area provided no new or important information regarding former his[oric struchu•es. Overall,
it appears auy historic archaeological sites in the area are located outside the APE and would not be effect
by the proposed road improvements.
BriefL�pJminlion of ivhy the availnble informatian prorides n retinble basis fa• 1•ensona6ly predicting
thn! there m�e iro inridentifred historic properties iii tlreAPE:
Tlte de5ned archaeological APE for the proposed replacement of Bridge No. 73 is located within the
Greer Creek floodplain and along the neighboring hillside slope to the south. It is u�likely intact and
significant arcl�aeological deposits will be present in tl�is area. This is primarily due to tl�e poor quality
and wet soils in the floodplain and steep slope on tl�e hillside, which are not ideal for settlement activities.
In addition, the review of historic maps suggests it is veiy unlikely £or any significant former historic
structures be to within the project limits as none are shown near the APE. As long as impacts to the
subsurface occur within the defined APE, no further archaeological work is recommended for the
replacement of Bridge No. 73 in Henderson County. If constrnction should affec[ subsurface areas
beyond the defined APE, finther archaeological consultation will be necessary.

ia-os-oo2�
SUPPORT DOCUMENTATION
See attached: Map(s), Previous Survey Info, Photos, Correspondence, Photocopy of notes from county
swroey.
FINDING BY NCDOT CULTUI2AL RESOURC�S PROFESSIONAL NO SURVEY REOLJIIZED
ARCHAEOLOGY HIST021C ARCHTT'ECTURE (CIRCLE ONE�
8/13/12
C. Damon 7ones
NCDQT Cultural Resources Speci2list Date

12-08-0027
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�� {.r�� W E
� feel
l+' 0 IOCR] i
Handa�.on Coun7y S
M1delers
Figure 1. Topogr�pl»c Setting of Project Area, Hendersouville (1965; photorevised 1990), NC, USGS
7.S Topographic Quadrangle.
a

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5
I'igure 2. Aerial photograpl� of the APE sho�ving development and laudfonns withiu the project area. ' I
5

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Figure 3. Aerial pl�otograph of the APE showing developme��t nnd soils witl�in the project area.

12-08-0027
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Project Area ` fr +" i, '�°� � ,`�� ° , ,
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iguce 5. The 1907 USGS Salud� topograptiic map sho�viug the project area.
7

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0
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V _
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See Sheet 1-A For Index of Sheets
�
N
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O
�
A
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V
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0
V
DETO UR R O UTE
����� �� ����� ��������
�������� �� ��������
HEI�DERS01�1 CDU1�lTY
LOCATIOl�: BRIDGE 11I0. 73 OVER GREER CREEK O1V
SR I125 (BEREA CHUR CH RD)
TYPE OF WO�ZK: GRADIIVG, PAVI11lG, A11tD STRUCTURES
� � ���� � �
-,_ - � ���i'�;
� U ,
� \ J�� \ �-� ���
P
�_�, \ �/
BEGIN PRO ECT 14SP.2045I.1 �� _ �.%�, E� D C�U IVER 14 RD �'
-L- STA. I2 + 30.�i00 � f� _ _� _\ � o �= = i —r
;
�j _ -- �
/ j � ,�— — — - �_ �_ �-- '' f ��
��
� �
, � ��.`
' ` � " � __-- —�" �� ,s� —f''s� �
O ,' / ' -L- SR 1125 �,.-�'-
� ! % , BEGIN CULVERT % i"�- �'� BEREA CHURCH RD _..i'1� '�
�,� �� %' -L- STA. 12 + 98.66 � % �"�� �-,si f� -
�`� j �' `��� %% \: � E11tD PRO ECT 145
�' ' � `; / �-� -L- STA.14 + 00.00
i '
c,��/, � � � � ���
�° % �/ , .,'
� " �
Charlotte,
❑ North Carollna
704�357�0988
Tri-Cities,
❑ Tennessee
423 467 eaai
Vaugh■ & Melton Knoxville,
❑ Tennessee
Consulting Englneers 865 546 5900
Middlesboro,
Asheville, � Kentucky
■ No�th Carollna 606 249 6600
eze zss 2iea Spartanburg,l
❑ South Carollna
064�574-4775
Copyrlpht0 1999 YouQhn h Nalton, Inc.
� AIIPlphts Raoerved J
1�1�ELIMIN�RY 1�L.�NS
DO NOT USE ROR CONSTRUCTION
Prepared in ti� Offlce of: HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGIV DATA PROJECT LEIVGTH VA UGH11t £� MELTOIV
1318—F PATTON Af�E.
ADT 2010 = 850 ASHEVILLE MC, 28806
20 10 0 20 40 ADT 2031 = 1200 LENGTH ROADWAY TIP PRO.IECT 14SP.20381.1 = 0.026 MI. FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS �� �� �����' �,�
2012 STA�YDARD SPECIFICATIONS �� `p�
PLANS LENGTH STRUCTURE TIP PROJECT 14SP.20381.1 = 0.006 MI. � �$
REECE SCHULER, PE P.E. � �,
PROJECT L•NGINEL•R SIGNATURE: ca .
20 lo p 20 40 TOTAL LENGTH TIP PROJECT 14SP.20381.1 = 0.032 MI. RIGHT OF WAY DATE: ,��,,,,�����,,,,,, � �
ROADbVAY DESIGN `\��oPZH �C�A�Ro�� ,, �'�, ao
V= 25 MPH CHASE CARVER, EI ENGINEER ;?,��FESS%o -�9'=; � �
PROFILE (HORIZONTAL) rno�LCT Dssrcx ENGINEER = 'a SEAL �= = �`�A ����
4 2 0 4 g FUNC CLASS = LETTING DATE: Ncoor co,vTracz.� ;;�zs9soQ`\��`` �� ��A��
COLLECTOR JOSH DEYTON, PE '-.,�FF;ch;�INE��J�.\�
PROFILE (VERTICAL) SUBREGIONAL TIER Drr�rsrox i�-anrDCE nr.�x.�c�n P.�.''���F„M,;,S,`��`�
srcv�T�ns:

BM #1: RR SPIKE IN 14" CHERRY. 62' LEFT OF STA. 12+97.00 -L-
N 568534.60. E 960515.78 EL. 2127.02'
. .
END PROJECT \ .
STA.14+00.00 -L- �
0
�
� '
\ f � OVERHEAD POWER
��
-L-
� CULVERT
EXISTING BRIDGE 1 �.
�
� 1 -i-'
CLASS I RIP RAP
(STRUCTURAL PAY ITEM)
LEFj /��,�_� OF M �
—__ C,
LATERAL 'V' OITCH
BM °1�
BRIDGE I.D.
STA.13+13.00 -L-
�95°00'00" ,!
WOODS
r�
Pl
� ___ • .
X
-• PROPOSED 29'-4" X 9'-0"� I
ALUMINUM BOX CULVERT
, �
WOODS , o
I ��
N
� BEGIN PROJECT I o
� STA.12+30.00 -L-
• � .
FOR UTILITY INFORMATION,SEE UTILITY PLANS AND SPECIAL PROVISIONS.
LOCATION SKETCH
GRADE DATA
GRADE POINT ELEV. C� STA, 13+13.00 -L- = 2127.20'
BED ELEV. C� STA. 13+13.00 -L- = 2114.2' ±
ROADWAY SLOPES 2:1
ADT = 1200 VPD FOR YEAR 2031.
T CLASS I RIP RAP
(STRUCTURAL PAY ITEM)
'� ��,
PROPOSED GUARDRAIL
(ROADWAY DETAIL
& PAY ITEM)
� �
Fg
Ob,�
PI = 13+35.00
EL = 2,126.85'
VC = 110'
ASSUMED LIVE LOAD ----- HL-93 OR ALTERNATE LOADING.
DESIGN FILL ----- MAX. = 4.00' MIN. = 3.93'
FOR OTHER DESIGN DATA AND NOTES,SEE STANDARD NOTES SHEET.
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT
BEFORE STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY
TAKE CARE OF THE FILL.
FaR MAINTENANCE OF TRAFFIC.SEE TRAFFIC MANAGEMENT PLANS.
FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR UTILITY INFORMATION, SEE UTILITY PLANS AND SPECIAL
PROVISIONS.
FOR SUBMITTAL OF WORKING DRAWINGS,SEE SPECIAL PROVISIONS.
THE EXISTING STRUCTURE CONSISTING OF 1 SPAN C� 25'-6", WITH A
CLEAR ROADWAY WIDTH OF 21.1 FT.,WITH TIMBER DECK ON I-BEAMS
AND TIMBER END BENTS WITH TIMBER CAPS ON TIMBER PILES,AND
LOCATED .1 MI. W. OF JCT. SR 1123 SHALL BE REMOVED. SHOULD THE
STRUCTURAL INTEGRITY OF THE BRIDGE DETERIORATE DURING
CONSTRUCTION OF THE PROPOSED BRIDGE, A LOAD LIMIT MAY BE
POSTED AND MAY BE REDUCED AS FOUND NECESSARY DURING THE
LIFE OF THE PROJECT.
TEMPORARY SHORING MAY BE REQUIRED. SEE STANDARD ROADWAY
DRAWING NO.1801.O1FOR STANDARD TEMPORARY SHORING.
�-�� izn�y (+)0.8562%
PROFILE ALONG � CULVERT
GRADE DATA -L-
HYDRAULIC DATA
DESIGN DISCHARGE = 790
DESIGN FREOUENCY = 25
DESIGN HW ELEVATION = 2122.9
BASE DISCHARGE = 1130
BASE FREDUENCY = 100
BASE HW ELEVATION = 2124.59
OVERTOPPING DISCHARGE = 183a
OVERTOPPING FRE�UENCY = 500 +
OVERTOPPING ELEVATION = 2127.3
DRAINAGE AREA = 2.6
W.S. ELEVATION UNKNOWN
AT DATE OF SURVEY
CFS
YRS
FT
CFS
YRS
FT
CFS
YRS
FT
S0. MI.
TOTAL STRUCTURE OUANTITIES
ALUMINUM BOX CULVERT LUMP SUM
REMOVAL OF EXISTING STRUCTURE,STA.13+13 LUMP SUM
CULVERT EXCAVATION,STA.13+13 LUMP SUM
FOUNDATION CONDITIONING MATERIAL,BOX CULVERT 94.1 TONS
RIP RAP,CLASS I 38 TONS
GEOTEXTILE FOR DRAINAGE 19 SY
CLASS A CONCRETE (GUARDRAIL FOOTING) 6.6 CY
REINFORCING STEEL (GUARDRAIL FOOTING) 612 LBS
NOTES
THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST
INFORMATION AVAILABLE.SINCE THIS INFORMATION IS SHOWN FOR THE
CONVENIENCE OF THE CONTRACTOR,THE CONTRACTOR SHALL HAVE NO CLAIM
WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY
DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN
THE EXISTING BRIDGE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS
AT THE PROJECT SITE.
REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED SO AS NOT TO
ALLOW DEBRIS TO FALL INTO THE WATER.THE CONTRACTOR SHALL REMOVE
THE BRIDGE AND SUBMIT PLANS FOR DEMOLITION IN ACCORDANCE WITH
ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.
EXCAVATE 1'-0"BELOW CULVERT AND FOOTING
AND REPLACE WITH FOUNDATION CONDITIONING MATERIAL IN ACCORDANCE
WITH ARTICLE 414 OF THE STANDARD SPECIFICATIONS.
THE OUANTITY OF RIP RAP TO BE PAID FOR WILL BE THE ACTUAL
NUMBER OF TONS OF EACH CLASS RIP RAP WHICH HAS BEEN INCORP-
ORATED INTO THE COMPLETED AND ACCEPTED WORK. THE RIP RAP WILL
BE MEASURED BY BEING WEIGHED ON TRIJCKS ON CERTIFIED PLATFORM
SCALES OR OTHER CERTIFIED WEIGHING DEVICES. THE OUANTITY OF
RIP RAP WILL BE PAID FOR AT THE CONTRACT UNIT PRICE PER TON.
PLAIN RIP RAP CLASS I.
ALUMINUM BOX CULVERT TO BE DESIGNED BY A NORTH CAROLINA
REGISTERED ENGINEER IN ACCORDANCE WITH APPLICABLE PORTIONS OF
STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES ADOPTED BY AASHTO.
CONSTRUCTION SHALL MEET THE APPLICABLE SECTIONS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES.
NATIVE MATERIAL REMOVED FROM THE CHANNEL TO ALLOW FOR THE
INSTALLATION OF THE CULVERT SHALL BE USED FOR BACKFILLING INSIDE
THE CULVERT. SELECT BACKFILL SHALL BE INCLUDED IN THE CONTRACT
PRICE BID FOR "EXCAVATION AND EMBANKMENT."
ALUMINUM HEADWALLS AND WINGWALLS ARE DETAILED IN THESE PLANS. AND
ARE TO BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.HOWEVER,
THE CONTRACTOR MAY ALTERNATELY CONSTRUCT REINFORCED CAST-IN-PLACE
HEADWALLS AND WINGWALLS.IF THIS ALTERNATE IS CHOSEN,THE CONTRACTOR
SHALL FURNISH DESIGN OF A PROFESSIONAL ENGINEER REGISTERED IN NORTH
CAROLINA.
PI Sta 13+84.74
0 = 23° 52' 47.1"(LT)
D = 19° 14' 49.3"
L = 124.07'
T = 62.95'
R = 297.69'
HORIZONTAL CURVE DATA -L-
�� ❑ r�i-n�t.a iN ,
+z�•+e�•e�a
❑ RroxvlM. TN
�65�516�5900
Vaugr�&Mellon ❑ soo-+o�o-sc
LonsWtinp EnQineers ��'S7�•�TTS
❑ Charieetm,SC
Ashevllle. 817•9T� 5650
■ North Corollna ❑ ��,y,�rwRr
Etl�257�7r% 60fi�zia•6fi00
❑ o,o-iof+aNc ❑ eoo�aNc ❑ Atbnla.Gl
T01•35T•0188 E2B•355•9977 770�62�•J509
`��n��, a�. �� .�«,a..,� ���,. p.....b J
DWN. BY: MAF DATE: 10/15
CHKD. BY: HLW DATE: 10/15
PROJECT No. 1qSPo20q51o1
HENDERSON COUNTY
STATION: 13+13000 —L—
SHEET 1 OF 4 REPLACES BRIDGE N0.73
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
29'—q" X 9'-0" ABC
95° SKEW
LEFT PRONG
OF MUD CREEK
REVISIONS SHEET N0.
DATE: N0. BY: DATE: S-1
� TOTAI
SHEETS
C1 4

<
3
C
<
Li
�
LL
C
3
H
L
�
L�
v
a
�
LENGTH OF CULVERT 45'-6"
(ALONG CENTERLINE)
23'-0" . 22'-6„
HEADWAL
(TYP.)
GUARDRAIL
(TYP.)
20'-0" (ROADWAY WIDTH)
14'-0" , 14'-p„
I
I
I
I
I
I
0.020 i 0.001
INV. EL. 2114.2'
--------------
--����,E����� .
FLOW
� SELECT BACKFILL-
( (NATIVE MATERIAL)
I
I
-�-------------------------�
j 0.006
� 2'-0" SELECT
� BACKFILL DEPTH
0
oi
� CONCRETE
GUARDRAIL
FOOTING (TYP.)
PROJECT No. 1qSPo20q51o1
HENDERSON COUNTY
STATIONe 13+13a00 —L�
SHEET 2 OF 4
__ _ _ . __ ... .. . .. . _ _ _ . ___ _ . .... .. __ _ _ _ _ _. .__ . __ _.. . ... ... . _ . . __. _ _ _ __ _ _ _ _ _ _ . _ _ _ .. __ _ _ _ _ ._ . _ _ __ __ .. __ _ _ . . .. . . .. _ . _ . . ... . . _ _._.. ._ . _ _ __ __ _ _ _ . _._._ _ _ _ __ __ . .:

:__ _ __ _ ___ ._ _ __ __ _ _ ___ __. _ _____. _ __ _ _ _ __ _ _ . . _ __ ..
NOTES:
1) BED MATERIAL BETWEEN SILLS/BAFFLES IN THE
CULVERT SHALL PROVIDE A CONTINUOUS LOW
FLOW CHANNEL.THE MATERIAL SHALL BE
NATIVE BED MATERIAL THAT IS EXCAVATED FROM
STREAM BED DURING CONSTRUCTION OF CULVERT.
MATERIAL LARGER THAN 12 INCHES SHALL
NOT BE PLACED WITHIN THE LOW FLOW
CHANNEL. CLASS 'I' RIP RAP MAY BE USED TO
SUPPLEMENT NATIVE BED MATERIAL.
BED MATERIALS SUBJECT TO APPROVAL BY THE
ENGINEER.
2) FILTER FABRIC TO BE USED BENEATH CLASS II
RIP RAP IN ALL AREAS.
3l COIR FIBER MATTING TO BE USED THROUGH
CIJLVERT INTERNAL CHANNEL
FLODPLAIN BENCH DETAIL
(NOT TO SCALE)
VARIES VARIES
. 1 I c c.:�
PROJECT ►vo. 1qSPo20q51a1
HENDERSON COUNTY
STATIONo 13+13000 —L—
SHEET 4 OF 4
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
RALEIGH
�� ❑ ir1-ntleaTH
173•�67•E�p
❑ Rrw�vlb.TN
865�54fi�5E00 S I L L B A F F L E &
Vaugr�&Mellon � scQto�,ovasc
Consultina Enolneers B6�•5T�•�TTS 9
Ashevllle. ° ��9,;��a STRUCTURE EXCAVATION
■ Norih Carolina ❑ e�,��o,Rr
��n' _'% �.z,°.66� D E T A I � S
❑ Q�o-Iotte.11C ❑ Boon0.� ❑ Atbnta.G!
T01•]57•OIBH 62l�J55•9977 710�627•7509
CaOrrlaht O 2006 va�7n \ Ynteniti AIPoV+t� Rr�rvw
REVISIONS SHEET N0.
DWN. BY: MAF DATE: 10/15 N0. BY: DATE: N0. BY: DATE: S-4
S1 � TOTAL
CHKD. BY: HLW DATE: 10/15 u SHEETS
� 4 4
_ _ ___ _ __ _ . _ __ _ _... _ _ __ _ _. __ __ __ __._ _ _ _ __ _ _ __.__ __ _ __ _ _ _ ___ ___ __

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