20070818 Ver 1_Application_20070511

Office Use Only: Form Version March OS
~ ~ ;1 ~' i
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
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 27
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}-clue-~k~er~: ; ^ ~ ° ~".";
;: _.
IL Applicant Information ' ~ '~~ ~ -' ~
1. Owner/Applicant Information - .
Name:U S P Blue Ride, LLC Ku.1r-u.c~.. ~. 1.•~'ee..~-.k 'ry~~„~~ ~ ~ °~ `~~'l~+1C~i
Mailing Address:7777 Leesburg Pike, Suite402N
Falls Church, VA 22043-2403
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
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: Trout Headwaters. Inc.
Company Affiliation: Agent
Mailing Address: P.O. Box 222
__ Livingston, MT 59047
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: mikena,troutheadwaters.com
Page 5 of I S

III. Project Information
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: Cielo Falls AcLuatic Enhancement
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 2991-58-1378
4. Location
County: Wilkes Nearest Town: Boone
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):
Driving Directions to Cielo Falls South Entrance:
• Start out going S on BLOWING ROCK ROAD/ US-321 .7 mi
• Turn RIGHT onto E K[NG STREET/ US-421/ NC- 194 15.9 mi
• Turn LEFT onto Fall Creek Road/Summit Road 6.9 mi
• Continue past end of pavement on Summit Road app. 0.~ mi
• Property entrance is located on LEFT at bend in road
Page 6 of 15
Figure 1: Road Map to Project Site

5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 37.247219 °N 82.731681 °W
6. Property size (acres): 896.8 ac
7. Name of nearest receiving body of water: W. Kerr Scott_ Reservoir -HUC 03040101 Index
No. 12-(1), Class C; Tr (NC-DWO BIMS)
8. River Basin: Yadkin-Pee Dee
(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:_ A baseline assessment was conducted by Trout Headwaters
Inc. on the North Prom of Lewis Fork Creek the Little Fork of the North Prong of Lewis
Creek (Little Fork) and two (2) unnamed tributaries of the North Prong of Lewis Fork
Creek. The analysis determined that the project site ranges from poor hydrologic condition
in areas proposed for restoration to excellent conditions in other reaches throughout the
property. Indicators assessed include: riparian zone health pool form instream fish cover
and invertebrate habitat among others The historical land activity on this property includes
hardwood logging and an associated road network for timber extraction These land
activities caused an excess of erosion and sediment delivery to water resources
Sedimentation and erosion control measures are being~racticed to mitigate additional
sediment inputs to water resources.
Currently the Phase I stream corridor lacks an adequate riparian buffer and includes sediment
congested reaches and reduced aquatic and macroinvertabrate habitat
The current condition along Phase II is low lar e woody debris (LWD) recruitment due to
historical logging activities and sediment-laden pools The stream substrates are lar~elX
comprised of bedrock boulders and cobble
10. Describe the overall project in detail, including the type of equipment to be used: Phase I will
include the construction and enhancement of 9 small off-channel wetlands (0 337 ac total
along a headwater tributary. Phase I construction (dip only excavation) will be conducted bX
anall-terrain, walking excavator (e g Kaiser Spvder or equivalent) to minimize ne ative
effects on vegetation. Material will be transported with a tracked dump-truck to upland sites
where it will be stabilized with native seed and erosion control fabrics Vegetation will be
protected or transplanted to suitable sites to minimize land clearing All exposed banks of
wetlands will be treated with erosion control fabrics pre-vegetated wetland blankets
permanent seeding or containerized plants
Phase II will entail the installation of in-stream LWD habitat and rearran ing boulders to
improve hydraulic function (Fishenncih 1999) Phase II construction will be conducted by_an
all-terrain, walking excavator (e >? Kaiser Spvder or equivalent) to minimize disturbances to
Page 7 of I5

stream bed and banks The specialized equipment will proceed from upstream to downstream
and remain entirely in the stream channel to minimize stream bank disturbance All materials
used will be acquired from on-site sources and anchored with rock materials Cables and metal
stakes will NOT be used in order to reduce contaminants and risks during flood events
(D'Aoust, 2000). All LWD will be harvested on-site from beyond the zone of potential future
natural LWD recruitment.
1 1. Explain the purpose of the proposed work: The purpose of Phase Ioff-channel wetlands is to
improve water quality within a water supply watershed b~ trapping sediment from upland
sources and prevent contributions to downstream reaches thus reducin non-point source
sediment pollution 2) im roving and diversif~g aquatic habitat and 3) creating_groundwater
recharge and storage. (Saldi-Caromile 2004
The purpose of Phase II LWD installation and boulder rearrangement is to improve and
diversify aquatic habitat by 1) encouraging natural scour of sediment laden pools 2)
maintaining pool habitat, and 3~providing hydraulic refuge for fish species
All work will be completed during baseflow periods in accordance with the North Carolina
moratorium for instream work to minimize impacts to the stream and other aquatic organisms
Disturbed areas will either be replanted with relocated vegetation or seeded and covered with
erosion control blankets (ECB). Erosion control BMPs such as streamside installation of silt
fencing and/or weed-free straw bales will be used wherever construction activities are
occurring or have occurred (Walker 1996
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.LP. project, along with
construction schedules. No previous permits have been requested.
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.
Further aquatic restoration of the assessed water resources may be considered in the future All
work will be designed to ultimately increase the health and function of the local water resources
as well as the Yadkin-Pee Dee watershed as a whole.
VI. Proposed Impacts to Waters of the United States/Waters of the State
Page 8 of 15

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: The majority of site impacts will have
temporary disturbances associated with short-term equ~ment access. Phase I wetland
creation and enhancement will employ water from both Unnamed Tributary 1 and overland
flow. Bank disturbance on Unnamed Tributary 1 will be present only at take-off and return
points and will span less than 5 ft each. Phase I marginal wetland creation will impact
Unnamed Tributary 1 by excavating below the mean high-water mark• however all fill will
be transported to upland areas well beyond the 25-foot stream management zone and will not
be placed in the channel or riparian zone. Unnamed Tributary 1 does not have a 100-year
floodplain desi nation per the Federal Emergenc M~ana_gement Agency -Flood Insurance
Rate Maps, Community-Panel Numbers: 370256-0075B and -O150B.
Phase II rock and wood material reconfiguration will impact the streambed of the North
Prom of the Lewis Fork Creek temporarily with the placement of material and short-term
equipment access.
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

ma)

Type of Impact
Type of Wetland
(e.g., forested, marsh,

herbaceous, bog, etc.) Located within

100-year
Floodplain

(yes/no) Distance to

Nearest
Stream

(linear feet) Area of

Impact
(acres)

Total Wetland Impact (acres)
Page 9 of 15

3. List the total acreage (estimated) of all existing wetlands on the property: 0 acres
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 lnclUded_ Tn calculate acreage mnltinly 1PncTth X cz~irlth thP» ~ivi~o 1-~~, il2 Gin
Stream Average Stream
Im act
p Perenn
ial or
Width Before
Impact
Area of
Number Stream Name Type of Impact
[ntermi Impact Length Impact
(indicate ttent? (linear feet) (acres)
on map)
Dip Only Excavation below
1 Unnamed Tributary 1 mean high-water mark, Int 3 ft 300 0.0201
Upland placement of cut
2 Unnamed Tributary 1 Reconfiguration of Bank for Int 3 ft 30 0
0017
water supply take-off .
3 Unnamed Tributar 1
y Reconfiguration of Bank for
Int
3 ft
30
0
0017
water supply return .
Temporary Impact,
4 North Prong Lewis Fork Reconfiguration Native Per 20 ft 80 0.0367
Rock and Wood Material
Total Stream Impact (by length and acreage) 440 0.0602
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
fiil_ eXCavatinn_ rireclging flnnrling rlrainaaP hiillrhaarlc Pty
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable) .,

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the IT_S_ resulting from the nrn;ect•
Stream Impact (acres): 0.0602
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 440
Page 10 of 15

7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ^D 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): ^D uplands ^D stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): Wetland construction in Phase I will include three (3)
general designs (please see Plansheet 1). Wetlands with supply channels will be constructed
above the mean high-water mark on the outside of downstream channel bends in order to
minimize main channel aggradation. Wetlands supplied b~piped take-off structures will be
installed above the mean high-water mark adjacent to faster moving riffle zones in order to
provide reliable water supply and qualit~Marginal wetlands will serve as a wetland buffer
zone and will be desi neg_d to provide off-channel habitat during, flood events. The return
channel for all wetlands will be installed at the local bed level to facilitate backwater and side
channel habitat function. Dip-only excavation and bioen ing Bering will be the only means for
construction All spoil will be hauled and placed in designated inland areas Please refer to
Phase I detail map for wetland locations.
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): Water storage, sediment control, filtration, off-channel,
and side-channel aquatic habitat
Current land use in the vicinity of the pond: undeveloped
Size of watershed draining to pond: See table below Expected pond surface area: See table
hPlnw
Total Expected Surface
Phase Existing Waterbody Watershed Size (ac)
Area ac
Phase I Unnamed Tributary 1 52.6 0.337
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. Construction specifications will
Page 11 of 15

include a tight and temporary disturbance envelope. Only areas necessary will be disturbed,
clearedi or graded. Areas of limitation will be defined prior to construction. Vehicles and
construction equipment will be excluded from these areas to preserve natural vegetation. All
graded or disturbed areas, including slopes, shall be protected during clearing and construction in
accordance with approved erosion and sediment control BMPs until those areas are permanentlX
stabilized. All in-stream construction will be conducted upstream to downstream in order to
determine and minimize downstream impacts. All construction specifications strive to ensure an
overall positive improvement of aquatic habitat and wetland and stream function.
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
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. 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 is not required. Work proposed will result in a net increase of wetland area
and improved wetland and stream function.
Page 12 of I S

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):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
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 aNEPA/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 ~
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.
Page 13 of 15

3.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
° ~onc i extenas out su teet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
4. 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. Work proposed will improve stormwater
filtration and improve water quality in downstream reaches
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.
No wastewater will be generated from the~ro op sed project
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No ^D
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 ^D
Page 14 of 15

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):
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).
~/~ T
Applicant/Agent's Signature
(Agent's signature is valid only if an a
Date
letter from the applicant is provided.)
Page 15 of 15

development
WRITTEN CONSENT OF AUTHORIZATION
USP Development LLC
7777 Leesburg Pike, Suite 402N
Falls Church, VA 22043
Phone: [phone]
Fax: [phone]
This written consent of authorization is made as of the 25th day of April, 2007, by USP
Development LLC, a Delaware limited liability company, the sole member and Manager of USP
Blue Ridge LLC, a Delaware limited liability company.
The undersigned officer of USP Development LLC does hereby consent in writing to authorize
Mark A. Yates, Vice President of USP Development LLC, to execute sign and certify all permit
applications, reports or other permit related documents on behalf of USP Blue Ridge LLC.
USP DEVELOPMENT LLC
By. ~ ,
Name: Richard R. Wojcik
Title: President

s
Cielo Falls Aquatic Enhancement
rw. ~! T
s
Supplemental Materials
April 26, 2007
i
Trout Headwaters, Inc
The River Restoration Company
Copyright ©2005 All Rights Reserved. Trout Headwaters, Inc.
•

References:
Saldi-Caromile, K., K. Bates, P. Skidmore, J. Barenti, D.Pineo. 2004. Stream Habitat
Restoration Guidelines: Final Draft, chapter 5. Co-published by the Washington
Departments of Fish and Wildlife and Ecology and the U.S. Fish and Wildlife Service.
Olympia, Washington.
D'Aoust, S.G., and Millar, R.G. 2000. Stability of Ballasted Woody Debris Habitat
Structures. Journal of Hydraulic Engineering, pp.810- 817
Fishennich, C., Morrow, J. Jr. 1999. Streambank enhancement with Large Woody Debris.
EMRRP Technical Notes Collection (ERDC TN-EMRRP-SR-13), U.S. Army Engineer
Research and Development Center, Vicksburg, MS. www.wes.army.mil/el/emrrp
~ Walker, J., Jennings, G., Arnold, J. 1996. Erosion Control in North Carolina. Published
by North Carolina Cooperative Extension Service, AG 473-20.

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