20081327 Ver 1_Application_20080828

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STATE OF NORTH CAROLINA
DEPARTNENT OF TRANSPORTAUON
MICHAEL F. EAsLEY LYNDO TYPPETT
GOVERNOR SECRETARY
August 22, 2008 -
031327
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTENTION: Mr. Dave Baker
NCDOT Coordinator
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AUG 2 8 2008
DENR - GyAi Eft Quwl'Y
WETLANDS,IND STORMWATE R f *'r "
SUBJECT: Section 404 Nationwide Permits 12, 13, 14 & 401
Water Quality Certifications Application for the
proposed widening of SR 1783 (Upward Road) from US
176 to 1006 (Howard Gap Road) in Henderson County.
Federal Project No STP-1783(1), WBS Element No.
34623.1.1, TIP No. R-4430.
Debit $475.00 from WBS Element 34623.1.1.
Dear Sir:
Please find enclosed the Pre-Construction Notification, Approved Jurisdictional
Determination Form, EEP Acceptance Letter, Natural Environment Unit (NEU)
Memorandum to the North Carolina Division of Water Quality (NCDWQ), permit
drawings, utility drawings and half- size plans for the above referenced project. An
Environmental Assessment (EA) was completed for the project on March 30, 2004 and
Finding of No Significant Impact (FONSI) was signed October 27, 2005. Additional
copies are available upon request. The North Carolina Department of Transportation
(NCDOT) proposes to widen SR 1783 (Upward Road) to a multi-lane facility. The
project extends for 2.7 miles from US 176, crosses over I-26 and ends at SR 1006
(Howard Gap Road). Traffic will be maintained via onsite temporary detours and staged
construction.
Impacts to Waters of the United States
The water resources in the project vicinity lie within the French Broad River Basin (HUC
06010105). Eight jurisdictional streams and one jurisdictional pond are located within
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1548 MAIL SERVICE CENTER WEBSITE. WWW.NCDOT.ORG RALEIGH NC
RALEIGH NC 27699-1548
the project study area including: two unnamed tributaries to King Creek, Bat Fork, three
unnamed tributaries to Bat Fork, Dunn Creek, and one unnamed tributary to Dunn Creek
which are classified as C by NCDWQ. Bat Fork is listed on the North Carolina Division
of Water Quality's (DWQ) 303(d) list (2006) of impaired waters due to impaired
biological integrity but is not listed for sedimentation. There are no other 303(d) streams
listed within one mile of the project.
Neither High Quality Waters (HQW), Water Supplies (WS-I or WS-II), nor Outstanding
Resource Waters (ORW) occur within 1.0 mile of the project area.
Permit Site l: Perennial stream UT1 to King Creek will be impacted by the replacement
of the existing 72" corrugated metal pipe (CMP) with a 7' x 7' reinforced concrete box
culvert (RCBC) with the culvert being extended at the inlet and outlet ends and a
headwall and bank stabilization at the outlet. Temporary impacts will result from
diversion channels for pipe installation.
Total Permanent Impacts, Stream: 1261f
Non-mitigable bank stabilization impacts: 361f
Mitigable impacts, Stream: 90 if
Temporary Impact, Stream: <0.01 ac
Permit Site 2: UT2 to King Creek is an intermittent stream that will be impacted by
relocation into a 30" reinforced concrete pipe (RCP). Temporary impacts will result from
diversion channels for pipe installation.
Total Permanent Impacts, Stream: 1171f
Temporary Impact, Stream: <0.01 ac
Permit Site 3: UT1 to Bat Fork Creek is a perennial stream that will impacted by
relocation into a 72" RCP. Temporary impacts will result from diversion channels or
check dams for headwall installation.
Total Permanent Impacts, Stream: 1141f
Temporary Impacts, Stream: <0.01 ac
Permit Site 4: UT2 to Bat Fork Creek is a perennial stream that will be impacted by
relocation into a 72" RCP. Temporary impacts will result from diversion channels for
pipe installation.
Total Permanent Impacts, Stream: 1101f
Non-mitigable bank stabilization impacts: 25 if
Mitigable impacts, Stream: 851f
Temporary Impacts, Stream: 0.02 ac
Permit Site 5: Bat Fork Creek is a perennial stream that will be impacted by a base ditch
tying in to the stream.
Total Permanent Impacts, Stream: 41 if
Permit Site 6: UT3 to Bat Fork Creek is an intermittent stream that will be impacted by
relocation into a 48" RCP. Temporary impacts will result from diversion channels for
pipe installation.
Total Permanent Impacts, Stream: 78 if
Non-mitigable bank stabilization impacts: 91f
Mitigable impacts, Stream: 69 if
Temporary Impacts, Stream: <0.01 ac
Permit Site 7: Wetland B is a non-riparian wetland that will be impacted by excavation
for a lateral base ditch and construction fill.
Total Permanent Impacts, Non-Riparian Wetland: 0.07 ac
Permit Site 8: Wetland A is a non-riparian wetland that will be impacted by the
construction of a detention pond.
Total Permanent Impacts, Non-Riparian Wetland: 0.03 ac
Permit Site 9: UT2 to Bat Fork Creek is an intermittent stream that will be impacted by
relocation into a 72" RCP. Temporary impacts will result from diversion channels for
pipe installation.
Total Permanent Impacts, Stream: 1501f
Non-mitigable bank stabilization impacts: 10 if
Mitigable impacts, Stream: 1401f
Temporary Impacts, Stream: <0.01 ac
Utilities: There are 24 linear feet of temporary impacts to jurisdictional streams due to
utilities for this project. An 8" water line will be installed north of the bridge crossing at
Bat Fork Creek and a 10" sanitary sewer line will be installed south of the same crossing.
Excavations will be approximately 3 feet wide and 15 feet in length for the water line and
approximately 3 feet wide and 9 feet in length for the sanitary sewer line. The Excavated
material will be place back in the stream bed upon completion of installation.
Utility drawings are attached.
Protected Species
Plants and animals with federal classifications of Endangered (E), Threatened (T),
Proposed Endangered (PE), Proposed Threatened (PT), are protected under provisions of
Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of
January 31, 2008, the United States Fish and Wildlife Service lists a total of seven
federally protected species for Henderson County (Table 1). The oyster mussel has
recently been delisted from Henderson County. A description of each species is provided
in the referenced FONSI document. As noted in the FONSI, biological conclusions for
all species listed below are "No Effect", due to lack of suitable habitat or no specimens
found. The FONSI has bunched arrowhead with the biological conclusion of `May
Effect/Not Likely to Adversely Affect' but USFWS changed the call to No Effect on
September 13, 2005 with the stipulation that another survey for bunched arrowhead be
conducted prior to construction. On October 18, 2007, NCDOT personnel conducted
another survey for Bunched arrowhead and found no specimens. The Natural Heritage
database was reviewed on July 23, 2008 and elemental occurrences of bunched
arrowhead and mountain sweet pitcher plant are located 1.7 miles to the west of the
project area.
The Bald and Golden Eagle Act requires NCDOT to look for suitable foraging habitat
within one mile of the project area for these species. Suitable habitat for bald eagle does
not exist in the project study area with no large open water feeding sources located within
one mile.
Table 1. Federally-Protected Species for Henderson Coun
Common Name Scientific Name Federal
Status Habitat Biological
Conclusion
Bog turtle Clemmys muhlenbergii T (S/A) No Habitat N/A
Appalachian elktoe Alasmidonta raveneliana E No Habitat No Effect
Bunched arrowhead Sa ittaria asciculata E Habitat No Effect
Mountain sweet pitcher plant Sarracenia 'onesii E No Habitat No Effect
Small whorled o onia Isotria medeoloides T No Habitat No Effect
Swam ink Helonias bullata T No Habitat No Effect
White irisette Sis rinchium dichotomum E No Habitat No Effect
Avoidance and Minimization
Avoidance examines all appropriate and practicable possibilities of averting impacts to
"Waters of the United States." The NCDOT is committed to incorporating all reasonable
and practicable design features to avoid and minimize jurisdictional stages; minimization
measures were incorporated as part of the project design. The use of best management
practices for construction should reduce impacts to plant communities. The following
avoidance and minimization measures will apply to this project:
• The proposed bridge replacement will be built utilizing staged construction; therefore,
avoiding additional temporary surface water impacts from an onsite detour.
• Preformed scourholes (Roadway plansheets 7, 8 & 10) will be utilized to control
water velocity and provide vegetated treatment for stormwater runoff.
• Design Standards for Sensitive Watersheds will be implemented for this project.
Please refer to the attached memo from NEU to NCDWQ for details.
Mitigation
Construction for this project will impose 0.07 acre of temporary impacts 736 linear feet
of permanent impacts to jurisdictional streams. NCDOT proposes no mitigation for 80
linear feet of impacts from bank stabilization due to this impact not being a "Loss of
Waters". Mitigation has been requested from the Ecosystems Enhancement Program
(EEP) for 656 linear feet of mitigable impacts resulting from the proposed construction of
this project.
Project Schedule
The project is currently scheduled for review on December 30, 2008 and to Let on
February 17, 2009 with construction scheduled to begin shortly thereafter.
Regulatory Approvals
Section 404 Permit: It is anticipated that the permanent impacts to streams and wetlands
associated with this linear transportation project will be authorized under Section 404
Nationwide Permit 14. It is anticipated that bank stabilization installation along UT1 to
King Creek, UT2 & UT3 to Bat Fork Creek and UT1 to Dunn Creek will be authorized
under Section 404 Nationwide Permit 13. It is anticipated that temporary utility impacts
to Bat Fork Creek will be authorized under Section 404 Nationwide Permit 12.
Section 401 Permit: We anticipate 401 General Certification numbers 3699, 3689 and
3704 will apply to this project. We are hereby requesting a water quality certification
from DWQ. We are submitting five copies of this application to the North Carolina
Department of Environmental and Natural Resources, Division of Water Quality, for
their review and approval.
We anticipate that comments from the NCWRC will be requested prior to authorization
by the US Army Corps of Engineers (USACE). By copy of this letter and attachment,
NCDOT hereby requests NCWRC review. NCDOT requests that NCWRC forward their
comments to the USACE and NCDOT within 30 days of receipt of this application.
Thank you for your assistance with this project. A copy of this permit application will be
posted on the NCDOT Website at http://207.4.62.65/PDEA/PemiApps/. If you have any
questions or need additional information, please contact Jeff Hemphill at [phone].
Sincerely,
4?' j
Gregory J. Thorpe, Ph.D., Environmental Management Director
Project Development and Environmental Analysis Branch
Cc
W/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Harold Draper, TVA
W/o attachment (see website for attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Victor Barbour, P.E., Project Services Unit
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. J. B. Setzer, P.E., Division Engineer
Mr. Mark Davis, Division Environmental Officer
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P. E., Programming and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Ms. Stacy Oberhausen, PDEA Project Planning Engineer
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT External Audit Branch
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 3 1 3 2 7
(lt any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP's 12, 13 & 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Gregory J Thorpe PhD Environmental Management Director
Mailing Address: NCDOT - Project Development and Environmental Analysis
1598 Mail Service Center
Raleigh NC 27699-1598
Telephone Number: [phone] Fax Number:_ [phone]
E-mail Address: ingmuhill(a-,dot.state.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Pagel of 9
III. Project Information
5
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan.showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: SR 1783 (Upward Road) Widening Project.
2. T.I.P. Project Number or State Project Number (NCDOT Only): R-4430
3. Property Identification Number (Tax PIN): N/A
4. Location
County: Henderson Nearest Town: Hendersonville
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): Take I-40 west to 1-26
East at Exit 1 A in Asheville. Proceed south for approximately 22 miles to Exit 53 in East Flat
Rock which is Upward Road.
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ON
attach a sheet that
oW
6. Property size (acres): N/A
7. Name of nearest receiving body of water: French Broad River
8. River Basin: French Broad
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The land uses surrounding and within the project study area
are commercial development interspersed with small areas of undeveloped property.
Page 2 of 9

10. Describe the overall project in detail, including the type of equipment to be used: NCDOT
proposes to widen SR 1783 (Upward Road) to a multi-lane facility from US 176 to SR 1006
(Howard Gap Road) in Hendersonville The project will involve seven stream crossings and
two wetlands will be impacted. Please refer to Cover Letter for details Traffic will be
maintained onsite via temporary detours and staged construction Construction equipment
will consist of heavy trucks earth moving equipment cranes etc
11. Explain the purpose of the proposed work: The widening of SR 1783 will provide
improved safety and additional capacity to serve existing and planned future development
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
VI. Proposed impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Permanent stream impacts from
bridge piers will occur with this action Please see cover letter for more details
Page 3 of 9
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
Site 7 Fill Scrub-shrub No 1400' 0.06
Site 7 Excavation Scrub-shrub No 1400' 0.01
Site 8 Fill Forested/Scrub/shrub No 1700' 0.03

Total Wetland Impact (acres) 0.10
3. List the total acreage (estimated) of all existing wetlands on the property: 0.010
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type
Impact t
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
aces
Site 1 UT1 to King Creek Permanent Perennial 7ft 126 0.02
Site 1 UT1 to King Creek Temporary Perennial 20 <0.01
Site 2 , UT2 to King Creek Permanent Intermittent 1 ft 117 0.01
Site 2 UT2 to King Creek Temporary Intermittent 16 <0.01
Site 3 UT1 to Bat Fork Creek Permanent Perennial 2.5ft 114 0.01
Site 3 UT1 to Bat Fork Creek Temporary Perennial 10 <0.01
Site 4 UT2 to Bat Fork Creek Permanent Perennial 7ft 110 0.02
Site 4 UT2 to Bat Fork Creek Temporary Perennial 76 0.02
Site 5 Bat Fork Creek Permanent Perennial lift 41 0.01
Site 5 Bat Fork Creek Temporary Perennial 0 0
Site 6 UT3 to Bat Fork Creek Permanent Intermittent lft 78 0.01
Site 6 UT3 to Bat Fork Creek Temporary Intermittent 12 <0.01
Site 9 UT1 to Dunn Creek Permanent Intermittent 4.5ft 150 0.02
Site 9 UT1 to Dunn Creek Temporary Intermittent 21 <0.01
Total Stream Impact (by length and acreage) 891 0.17
Page 4 of 9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
No open water

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.17
Wetland Impact (acres): 0.10
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.20 Permanent / 0.07 Temporary
Total Stream Impact (linear feet): 736 Permanent / 155 Temporary
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
Page 5 of 9
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. See Permit Application Cover
Letter.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
htW://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation will be provided by EEP.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 656
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ® No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify, )? Yes ? No 19
Page 7 of 9
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* I Impact Multiplier I Required
?c?,,,ro f o.?
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B.0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Impervious surface will not significantly increase as a result of this project
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
Page 8 of 9
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
6-1t,
C9 ? ZZ-o 8
Applicant/AgenPs S fgnature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD):
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:
C. PROJECT LOCATION AND BACKGROUND INFORMATION: TIP# R-4430 NCDOT
State: NC County/parish/borough: Henderson City: Hendersonville
Center coordinates of site (]at/long in degree decimal format): Lat. 35° N, Long. 82° V1.
Universal Transverse Mercator:
Name of nearest waterbody: Bat Fork Creek/Dunn Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: French Broad River
Name of watershed or Hydrologic Unit Code (HUC): 06010105
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
0 Office (Desk) Determination. Date:
Field Determination. Date(s):
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are no "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area. [Required]
Waters subject to the ebb and flow of the tide.
© Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There An "waters of the U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
TNWs, including territorial seas
? Wetlands adjacent to TNWs
® Relatively permanent watersz (RPWs) that flow directly or indirectly into TNWs
[Q Non-RPWs that flow directly or indirectly into TNWs
Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
? Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
E] Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Q Impoundments of jurisdictional waters
Q Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non-wetland waters: 1,055 linear feet: width (ft) and/or acres.
Wetlands: 0.10 acres.
c. Limits (boundaries) of jurisdiction based on: 1987 Delineation MannA1
Elevation of established OHWM (if known):
2. Non-regulated waters/wetlands (check if applicable):3
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III.F.
' SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section HIM below.
TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent":
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
? Tributary flows directly into TNW.
? Tributary flows through t tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are P" List aerial (straight) miles from TNW.
Project waters are Pick List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNW5:
Tributary stream order, if known:
a Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and u
West.
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
(b) General Tributary Characteristics (check all that apply):
Tributary is: ? Natural
? Artificial (man-made). Explain:
? Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles ? Gravel ? Muck
? Bedrock ? Vegetation. Type/% cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffle/pool complexes. Explain:
Tributary geometry: PIck List
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: PlckList
Estimate average number of flow events in review area/year: MkL16
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick Lid. Characteristics:
Subsurface flow: PktcLis#. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apply):
? Bed and banks
? OHWM6 (check all indicators that apply):
? clear, natural line impressed on the bank ?
? changes in the character of soil ?
? shelving ?
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition ?
? water staining ?
? other (list):
E] Discontinuous OHWM.' Explain:
If factors other than the OHWM were used to determ
High Tide Line indicated by:
? oil or scum line along shore objects
? fine shell or debris deposits (foreshore)
? physical markings/characteristics
? tidal gauges
? other (list):
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
ine lateral extent of CWA jurisdiction (check all that apply):
Mean High Water Mark indicated by:
? survey to available datum;
? physical markings;
? vegetation lines/changes in vegetation types.
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
6A natural or man-made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: 4. List. Explain:
Surface flow is: Pick List
Characteristics:
Subsurface flow: PlikL. Explain findings:
? Dye (or other) test performed:
(c) Wetland Adiacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are rick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: PkkL
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: 2
Approximately ( 0.10 ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
No 0.07 No 0.03
Summarize overall biological, chemical and physical functions being performed:

C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D: The Corps in Aug 2003 verified these two wetlands as jurisdictional.
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
? TNWs: linear feet width (ft), Or, acres.
? Wetlands adjacent to TNWs: acres.
2. RPWs that flow directly or indirectly into TNWs.
Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: DWQ rating form greater than 30.
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally: DWQ ratings greater than 19 - These streams were verified as jurisdictional by the Corps in Aug 2003.
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters: 0
Non-RPWss that flow directly or indirectly into TNWs.
Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting thi§ conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: 87 Corps Manuel Wetland criteria were met in areas adjacent to RPWs.
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section 111.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: 0.10 acres.
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters .9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
? Demonstrate that impoundment was created from "waters of the U.S.," or
? Demonstrate that water meets the criteria for one of the categories presented above (1-6), or
n Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED (INTERSTATE OR INTRA-STATE) WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
E] which are or could be used by interstate or foreign travelers for recreational or other purposes.
? from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
? which are or could be used for industrial purposes by industries in interstate commerce.
Interstate isolated waters. Explain:
? Other factors. Explain:
Identify water body and summarize rationale supporting determination:
sSee Footnote # 3.
9 To complete the analysis refer to the key in Section 111.13.6 of the Instructional Guidebook.
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
Other non-wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
Non-wetland waters (i.e., rivers, streams): linear feet width (ft).
? Lakes/ponds: acres.
? Other non-wetland waters: acres. List type of aquatic resource:
? Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check al
Non-wetland waters (i.e., rivers, streams
Lakes/ponds: acres.
Other non-wetland waters: acres.
Wetlands: acres.
SECTION IV: DATA SOURCES.
that apply):
linear feet, width (ft).
List type of aquatic resource:
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall 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 applicant/consultant:
? Data sheets prepared/submitted by or on behalf of the applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
? Data sheets prepared by the Corps:
? Corps navigable waters' study:
? U.S. Geological Survey Hydrologic Atlas:
? USGS NHD data.
? USGS 8 and 12 digit HUC maps.
U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000 Hendersonville Quad (1978).
USDA Natural Resources Conservation Service Soil Survey. Citation:
? National wetlands inventory map(s). Cite name:
State/Local wetland inventory map(s):
FEMA/FIRM maps:
? 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
[] Photographs: ? Aerial (Name & Date):
or ? Other (Name & Date):
? Previous determination(s). File no. and date of response letter:
Applicable/supporting case law:
? Applicable/supporting scientific literature:
? Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD:
AV =_ W MITIGATION REQUEST FORMa
? L TRI-PARTY MOA (NCDOT)
NCDENR Revised 3!24!2008
Fill in requested information, print out the form, sign and date, and either mail to EEP, 1652 Mail Service Center, Raleigh, NC 27699-1652, or fax to 919-745- 191 Attachment/
are acceptable for clarification purposes. AV- c
Electronic submissions are permissable; however, an acceptance letter cannot be sent until the original signed forth has been received.
NCDOT CONTACT INFORMATION REGULATORY CO NTACT INFORM( MN
Agency/Division NCDOT-Highways USACE Office Regulatory Field Office
Branch PDEA-NEU USACE Contact Mr. David Baker
Mailing Address 1598 Mail Service Center Mailing Address 151 Patton Avenue, Room 208
City, State, Zip Raleigh, NC 27699-1598 City, State, Zip Asheville, NC 28801-5006
Project Manager Jeff Hemphill USACE Fax Number [phone]
Telephone Number [phone] NCDWQ Contact Brian Wrenn
E-Mail Address [e-mail] Mailing Address 1650 Mail Service Center
Supervisor Carla Dagnino City, State, Zip Raleigh, NC 27699-1650
Telephone Number [phone] NCDWQ Fax Number 919 733-6893

PROJECT LOCATION INFORMATION AND IMPACTS
TIP Numbers R4430
TIP Description SR 1783 (UPWARD RD) FROM US 176 TO SR 1006 (HOWARD GAP RD) IN
Current Let Date 2/17/09
NCDOT Highway Division Division 14
Coun ies Henderson
EEP Ecore ions Southern Mountains
River Basins French Broad
Cataloging Unit(s) (8-digit) 06010105
Warm 656

l St
t
T
t
f Cool
)
o
a
ream (
ee
Cold
TOTAL 656
Total Riparian Wetland Impact (acres)
Total Non-Riparian Wetland Impact (acres)
Total Coastal Marsh Impact (acres)
l B
ct
T
t
ff
I Zone 1 (square feet
er
o
a
u
mpa
I Zone 2 (square feet)
OTHER` INFORMATION
USACE Action ID Number (if known)
NCDWQ Project Number (if known)
NCDCM Project Number (if known)
Comments:
INK :,:
Check below if this request is a:
0 New Mitigation Request
? Revision to a current acceptance Signature of Applicant or Agent:

Date:
r '111r-
-M?Ji
o stem,
ell] T
PROGRAM
July 29, 2008
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
RECEIVED
A U G 4 2006
DIVISION OF HIGHWAYS
PDEA•OFFICE OF NATIM ENVIRONMENT
R-4430, SR 1783 (Upward Road) from US 176 to SR 1006
(Howard Gap Road) in Hendersonville, Henderson County
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory stream mitigation for the subject project.
Based on the information supplied by you on July 25, 2008, the impacts are located in
CU 06010105 of the French Broad River Basin in the Southern Mountains (SM) Eco-
Region, and are as follows:
Cool Stream:
656 feet
EEP commits to implementing sufficient compensatory stream mitigation to
offset the impacts associated with this project by the end of the MOA Year in which this
project is permitted, in accordance with Section X of the Amendment No. 2 to the
Memorandum of Agreement between the North Carolina Department of Environment and
Natural Resources, the North Carolina Department of Transportation, and the U. S. Army
Corps of Engineers, fully executed on March 8, 2007. If the above referenced impact
amounts are revised, then this mitigation acceptance letter will no longer be valid and a
new mitigation acceptance letter will be required from EEP.
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0416 / www.nceep.net
If you have any questions or need additional information, please contact Ms. Beth
Harmon at 919-715-1929.
Sincerely,
William D. Gilmore, P.E.
EEP Director
cc: Mr. David Baker, USACE - Asheville Regulatory Field Office
Mr. Brian Wrenn, Division of Water Quality, Wetlands/401 Unit
File: R-4430
ye
STATE OF NORTH CAROLINA
DEPARTNMNT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
August, 19, 2008
MEMORANDUM
LYNDO TIPPETT
SECRETARY
`
CAR
To: Brian Wrenn, Transportation Permitting Unit, ???•?`?`??? GNSF??y''?•??
NC Division of WaterQuality ? . s
AL =
From: Colin Mellor, LG, NCDOT Natural Environment Unit 547
Subject: TIP R-4430, WBS# 34623, Proposed widening of SR 17930
(Upward Rd.), Henderson County
NCDOT offer the following responses to the April 18, 2008 comments provided by
NCDWQ on the ICE Assessment for R-4430:
1. NCDWQ expressed concern for the potential of acid drainage from potential rock
cuts both along the proposed roadway corridor and from development that may be
stimulated by the proposed project. .
No cuts within rock are proposed along the roadway alignment. Within
Henderson County, the geologic formations known by the North Carolina
Geologic Survey (NCGS) to contain significant amounts of iron sulfides and
therefore pose a high risk of generating acid runoff (Ashe Metamorphic
Suite/Tallulah Falls Formation), occur in the north-western third of the county. A
literature and mapping search, as well as a field outcrop investigation, confirm
that neither of these geologic units underlies either the roadway project or the ICE
Growth Impact Study Area.
2. NCDWQ requested that the NCDOT implement Design Standards in Sensitive
Watersheds [15A NCAC 04B .0124(a)-(e)] for the portions of the corridor
draining to Bat Fork Creek and that NCDOT implement stormwater BMP's that
route runoff from the road project through vegetated conveyances with reduced
outlet velocities.
Section (a) of the design standards refers to limiting uncovered areas in High
Quality Water Zones to 20 acres or less. Due to the length of the project area that
MAILING ADDRESS: TELEPHONE: [phone] or 919-715-1334 LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
NATURAL ENVIRONMENT UNIT WEBSITE: WWW.NCDOT.ORG RALEIGH NC
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Memorandum - NCDOT reply to NCDWQ's ICE comments
R-4430 - Widening of Upward Rd., Henderson County
Page 2
is within the Bat Fork Creek watershed, minimizing clearing to less than 20 acres
will severely limit construction schedule. NCDOT has previously been given
permission by NCDWQ to waive this provision and we ask for that opportunity
on this project. Sections (b) - (d) address stormwater and erosion controls. As
part of NCDOT's merger process, stormwater and erosion control issues along the
project have been discussed in order to avoid and minimize the direct impacts of
the project. Given that this is a widening project, spatial restrictions, and existing
conditions (primarily backwater from Bat Fork Ck. in >5yr. storm event) limited
the possible options for stormwater BMP's. Options were presented at the 4(c)
review meeting on September 26, 2007. In the vicinity of Bat Fork Creek,
NCDOT proposes to implement a preformed scour hole and a specially designed,
wide bottomed ditch. The ditch will have rock checks to reduce outlet velocities
and improve sediment removal. Additionally, a soil mat will be incorporated with
the rock checks that could provide some infiltration. Section (e) of the design
standards requires groundcover sufficient to restrain erosion to be provided within
15 working days or 60 calendar days (whichever is shorter) after completion of
construction. NCDOT agrees to this provision in riparian areas or near creeks that
drain into Bat Fork Creek.
We appreciate NCDWQ's input on this project. If there are any questions, please
call (919-715-1426) or email ( [e-mail] ).
cc: Dave Baker, US Army Corps of Engineers, Ashville Field Office
Clarence Coleman, Federal Highway Administration
Roger Bryan, Division 13 Environmental Officer
Chris Militscher, Environmental Protection Agency
Marla Chambers, NC Wildlife Resources Commission
Mike Parker, DWQ Asheville Regional Office
Mark Staley, NCDOT Roadside Environmental
Jeff Hemphill, NCDOT Natural Environment Unit
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0 HWER'S NAME ADDRESS
O6 Mullinox,lsobel 2204 Old Sporfonburg Hwy
E. Flot Rock. NC 28726
O Children and Fomily Resource Center
of Henderson County, Inc. 845 Case Street
Hendersonville, NC 28792
3l Johnson, E. Leland and Betty P.O. Box 613
Hendersonville, NC 28793
36 Toylor, Jo Ann and E. Kendoll 684 Duncan Rood
Flat Rock, NC 28731
37 Bryon Ecsler Ford, Inc. P.O. Box 728
Hendersonville, N,. 28793
44 Kuykendoll, John 640 Upward Rd.
Flot Rock, NC 2873/
76 The Blue Loke Company, Inc. P.O. Box 1167
Hendersonville, NC 28793
77 Leisure Croft, Inc. C/O Dick Herman P.O. Box 1700
Hendersonville, NC 28793
78 King, Joseph Bosil, Jr. RT. 2 Box 4
Flat Rock, NC 28731

PROPERTY O RWER
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