20070656 Ver 2_401 Application_20080208

WN;t

Wetland and Natural Resource
Consultants, Inc.
February 27, 2008
To: NC Division of Water Quality
401 Wetlands Unit
Attn: Mrs. Cyndi Karoly
2321 Crabtree Blvd., Suite 250
Raleigh, North Carolina 27604
Re: Road and Dam Upgrade Project
The Cliffs at High Carolina (+/-2100 acres)
Buncombe County, North Carolina
Cyndi:
Qc??r?ad?D?
FEB 2. 9 2008
DEW - VVAI tk UUAUTY
WETLANDS AND STORMWATER BRANCH
The attached Pre-Construction Notification (PCN) is being submitted on behalf of Mr.
Rob Weber of The Cliffs Communities. The Cliffs are currently upgrading an existing
road on approximately 2100 acres near Swannanoa in Buncombe County, North
Carolina and are seeking authorization under Nationwide Permit 29 for impacts
associated with the construction of two road crossings. These road crossings are a
stream at the entrance to the property (already installed) and a linear wetland at the
top of one of the drainages on site. There was 30' pipe at the entrance crossing and
120' was installed leaving 90' of new impact. At the wetland there is an existing 20'
pipe and the request is to replace, upgrade, and lengthen this existing pipe from 20' to
80'. The addition of 60' is needed because of the steeper topography at this crossing.
The upgraded road will require a wider surface area than the current road and will need
to be constructed with more gradual side slopes.
This request also includes impacts at Tsuga Lake on the property in order to bring the
lake up to current NC Dam Safety standards. These impacts include 59' of stream
impact and 0.0377 acre of wetland impacts. See the enclosed report and drawing from
S&ME regarding the necessity for the dam impacts. There will be a new outlet
structure constructed at the lake. A cold water release will be incorporated with this
new structure. The pond does not currently have a cold water release structure so this
addition will improve downstream water quality. The existing outlet structure is
perched above the streambed by approximately 7'.
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax
This PCN includes all stream and wetland impacts associated with this road and dam
upgrade project. The road upgrades are necessary to gain access across the site.
There will be no additional impacts from fill slopes, dissipaters, or bank stabilization
associated with the road and dam upgrade project. The road proposed for upgrading is
currently graveled and will remain a gravel road through at least early 2010. Eventually
this road will be paved. All necessary stormwater permits have been obtained through
Buncombe County. A copy of the erosion and sediment control permit is enclosed.
The Cliffs have constructed four bridges to avoid additional stream impacts associated
with this upgrade and maintenance project. Construction drawings of these bridges are
included for review. The construction of these bridges which cost approximately
$250,000 each to design and construct have avoided 240 to 320 linear feet of stream
impact.
Enclosed is a copy of a letter received from the DWQ Swannanoa office indicating that
we must include the impacts requested in this application in an Individual Permit
application for the project since eventual thresholds will exceed 300 linear feet. The
Corps has considered the road and dam upgrade project a single and complete project.
The Corps approval is enclosed for review. This project can be completed
independently of the eventual further site development and should be considered as
such. The Cliffs have agreed to mitigate for the proposed impacts through EEP. The
acceptance letters from EEP are enclosed for review.
Thank you for your help with this project.
Best regards,
?Itclra?.
Jennifer L. Robertson
Enclosures:
PCN
Agent Authorization
Vicinity Map
USGS Extent and Zoomed Maps
Tax Parcel Map
Aerial Photograph
Soil Survey Map
Aquatic Life Passage Provision Typical
Road Impact Maps (9)
Dam Safety Report from S&ME
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax
Dam Impact Map from S&ME
Corps NW 29 Approval Letter
EEP Approval Letter
DWQ Swannanoa Office Application Letter
Construction Details for Bridges (4 sets)
Erosion Control Approval
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax
Pre-Construction Notification
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If 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: NW 29
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 016R D
1. Owner/Applicant Information FEB 2 9 2008
Name: Mr. Rob Weber BEW YVi1TERNWITY
ND STOPJMOER WM CH
Mailing Address: The Cliffs Communities wETiMDS MD-
3598 Highway 11
Travelers Rest, SC 29690
Telephone Number: 864-371-1081 Fax Number:
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: Jennifer Robertson
Company Affiliation: Wetland and Natural Resource Consultants
Mailing Address: Post Office Box 882
Canton North Carolina 28716
Telephone Number: 828-712-9205 Fax Number: 828-648-8802
E-mail Address: Jennifer Robertsonga wetland-consultants.com
Updated 11/1/2005
Page 1 of 9
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: High Carolina - Road and Dam Upgrade
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): See Attached Tax Parcel Map
4. Location
County: Buncombe Nearest Town: Swannanoa
Subdivision name (include phase/lot number): High Carolina
Directions to site (include road numbers/names, landmarks, etc.): From Asheville, take I-40
East to Exit 59. Turn right at top of exit ramp take an immediate left onto New Valley Road
Entrance to High Carolina is immediately on the left. OR from Asheville take I-240 East to
US Highway 74, continue on US Highway 74 and turn left onto Old Fort Road Turn left
onto Spring Mountain Road and continue to the green gate.
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): 35.581506 ON 82.384495 °W
6. Property size (acres): +/- 2100 acres
7. Name of nearest receiving body of water: Swannanoa River and Rocky Fork
8. River Basin: French Broad River Basin
(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 majority of the site is wooded. There is an extensive
Updated 11/1/2005
Page 2 of 9
road network that allows for 4WD and ATV access around the site. The general land use in
the vicinity of the project is residential, industrial, commercial, and forested.
10. Describe the overall project in detail, including the type of equipment to be used: This
project involves the a grading of an existing road and an existing dam. Typical construction
and earth-moving equipment will be utilized on site.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide
access to the site and to make the existing dam safer. The dam does not currently meet dam
safety regulations. The upgrade of the existing wetland crossing will allow travel from one
side of the property to the other. The upgrade of the two existing road crossings and the dam
can be done independently of future site development. The Corps has issued approval for
this project. A copy of the approval is enclosed. The Corps is considering this project a
single and complete project.
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. A request for jurisdictional determination was submitted to the Corps
on September 13, 2006. On December 14, 2006, a visit was conducted with the Corps to look at
the main entrance off New Valley Road. A second site visit to review the rest of the property
which only include the Swannanoa side was conducted on January 9 2007 A third site visit
was conducted on April 18, 2007 with the Corps NC DWQ and NC WRC to both the
Swannanoa and Fairview sides of the property. The parcels on the Fairview side had been
purchased at a later date.
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.
Yes The Cliffs at High Carolina is a 2,100 acre master-planned development As such an
Individual Permit application will be submitted for review at a later date and will include all
anticipated impacts outside of the scope of this application.
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,
Updated 11/1/2005
Page 3 of 9
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 impacts associated with
this project include the upgrade and extension of two culverts. Four bridges have been
constructed to date. This project also involves the upgrade and maintenance of an existing
pond to meet current dam safety standards.
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
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
5 Pipe upgrade & extend Linear vegetated No < 50' 0.014
7 Dam upgrade Created on dam slope No < 50' 0.038

Total Wetland Impact (acres) 0.052
3. List the total acreage (estimated) of all existing wetlands on the property: z 1.14 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 included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet) (acres)
1 UT to Swannanoa Pipe P 2' 90' 0.004
2 UT to Swannanoa Bridge (no impact) P 3' 0' 0
3 UT to Swannanoa Bridge (no impact) P 2' 0' 0
4 UT to Swannanoa Bridge ( no impact) P 5' 0' 0
6 UT to Licklog Bridge (no impact) P 6' 0' 0
Updated 11/1/2005
Page 4 of 9
8 Rocky Fork Pipe P 8' 59' 0.011
Total Stream Impact (by length and acreage) 0.015
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)
n/a

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): 0.015
Wetland Impact (acres): 0.052
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.067
Total Stream Impact (linear feet): 149
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.): no pond construction proposed
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): no pond construction proposed
Current land use in the vicinity of the pond: no pond construction proposed
Size of watershed draining to pond: see above Expected pond surface area: see above
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
Updated 11/1/2005
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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. Impacts on site have been
minimized to the maximum extent practicable. Four crossings have utilized bridges and will
have no impacts on their respective streams. The old existing road alignment has been used as
much as possible to reduce impacts to streams, wetlands, and uplands.
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.Lis/ncwetlands/stnngide.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.
Since it is anticipated that future development will require additional impacts the project
proponent has agreed to mitigate for the stream impacts associated with the two road
crossings and dam upgrades now.
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
Updated 11/1/2005
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[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): 59 if cold and 901f cool
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-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 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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .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.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
Updated 11/1/2005
Page 7 of 9
* 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. The project will not exceed 20% impervious
surface. Buncombe County has adopted a Stormwater Ordinance program. The Cliffs
Communities are obtaining stormwater approvals through Buncombe County.
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 treatment is posed since the project will not generate any.
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
ham://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project will not result in cumulative impacts which will affect water duality. The addition of a
cold water release on the existing pond that currently has a top water release will have a positive
effect on downstream water quality.
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
Updated 11/1/2005
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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).
o?llolr?.
February 27, 2008
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 9 of 9
Agent Authorization
WN :'t
Consultants, etiand and Natural Resource
Inc.
?;•
Deparoment of the Army
Wilmington District, Corps of Engineers
Attn: Ken ]obey, Chief Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Bbd.
Raleigh, North Carolina 27604-2260
I, the current landowner of the property identified below, hereby authorize Wetland and Natural
Resource Consultants, Inc. to act on my behalf as my agent during the processing of permits to
impact Wetlands and Waters of the US that are regulated by the Clean Water Act and the
Rivers and Harbors Act
Federal and State agents are auftrized to be on said property when accompanied by wetland
and Natural Resource Consultants, Inc. staff.
Wetland and Natural Resource Consultants, Inc, is authorized to provide supplemental
infbrmation needed for permit processing at the request of the Corps or DWQ.
Property Owner of Record: C... I :.,A H : eq h c -tyre. +
Address: 3 59 Fr l4s.4 k
Address: t6r... ?Crs c14 i ?c GclGC1a
Address:
Phone Number:
Owners Signature:

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c.or M cqM Newton Office
PO Box 082 W"HIV tam PO Boot 221
Canwn, NC M 16 Newoan, NC 28490
828.648-8801 828.66S-3035
828.6484002 Fax I $29465-M Fax
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Dam Safety Report
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S&ME
October 18, 2007
Mr. Donald H. Nickell, Jr., P.E.
The Cliffs Communities
3598 Highway 11
Travelers Rest, South Carolina 29690
Reference: REPORT OF DAM SAFETY ISSUES
High Carolina Dam - The Cliffs
Buncombe County, North Carolina
S&ME Project No. 1356-07-014
Dear Don:
S&ME, Inc. is pleased to provide this letter and attachment regarding dam safety issues for the referenced
project. We have prepared this information, at your request, to fulfill certain requirements of the
environmental permitting process. Ms. Jennifer Robertson of Wetland and Natural Resource Consultants,
Inc. (WNR) provided direction to us regarding the stream impacts incurred by the rehabilitation of the
subject dam. In this letter, we present our understanding of the existing condition of the dam.
Specifically, we will focus on the deficiencies with the existing dam that must be addressed to meet
current dam safety requirements mandated by North Carolina State law.
PROJECT INFORMATION
The existing dam is an earth structure about 400 feet long with a height from the crest to the downstream
toe of about 45 feet. It has a crest width of 15 feet and a downstream embankment inclination of
approximately 2 horizontal to 1 vertical and steeper. The normal pool water surface elevation of 3652.6
feet is maintained by a concrete riser approximately 4 feet by 4 feet, interior dimension. The riser directs
flow into a 30-inch inner diameter concrete conduit through the embankment dam. The conduit is
supported at its outfall by a concrete structure elevating the pipe about 7 feet above the stream channel. A
secondary spillway channel is excavated into the north abutment through apparent residual earthen and
rock materials. The normal pool surface area covers approximately 6.8 acres, with a drainage area just
under 600 acres.
S&ME, INC. i 44 Buck Shoals Road. Unit C-3/ Arden, NC 28704 j p 828.687.9080 f 828.687.8003 www.smeinc.com
Report of Dam Safety issues SWE Project No. 1356-07-014
The Cliffs at High Carolina Dam, Fairview, North Carolina October 18, 2007
From review of the NC Dam Safety inventory, this dam was constructed in 1953. Design plans are not
available. It is classified as a Medium Size, Class C (High Hazard) dam. During recent site visits we
have noted that the upstream embankment is covered with trees up to 12 inches in diameter, with their
roots exposed in the crest. The downstream embankment is covered with grass and weeds with some
small tree stumps. Some minor sloughing has been noted on the downstream embankment near the crest.
Seepage near the toe and along the northern abutment contact has created a large saturated area on the
right side (facing downstream) of the downstream toe. It appears that corrugated metal pipes have been
installed in this area. These pipes are consistent with remediation plans in the NCDENR file for the
installation of a subsurface drainage system along the toe of the dam during the late 1970's. Erosion was
noted near and below the spillway pipe. The erosion and saturated toe conditions indicate that the
subsurface embankment drain is not providing adequate relief of groundwater in the foundation.
S&ME has performed soil test borings in the embankment and abutments with a mechanized drill rig and
with a hand auger. The borings indicate that the dam is comprised of relatively homogeneous, moderately
well-compacted earth fill with some organic materials intermixed. The borings also suggest that a layer
of poorly compacted fill soil exists at the bottom of the embankment overlying the residual soils and rock
native to the area of the dam footprint. Temporary piezometers were installed to provide measurements
of groundwater elevation within the embankment. Groundwater readings indicate that a major portion of
the embankment fill material is in a saturated condition.
Hall Contracting of Charlotte, NC performed a video inspection of the principal spillway conduit. The
inspection indicated the existing concrete spillway conduit has maintained alignment conducive to
efficient water flow. However, several cracks in the conduit were documented. The cracks ran both
laterally around the pipe and longitudinally along the axis of the conduit. Evidence of earthen materials
being moved through the cracks by seepage water was also noted.
DAM SAFETY REGULATIONS
Dam Safety regulations in North Carolina include provisions for dam stability design standards.
Embankments should be designed to provide an acceptable factor of safety for given conditions. The
state dam safety regulations state:
"Slope stability analyses should be considered by the design engineer for all embankment
dams and may be required for class B and class C dams. [ ] A minimum factor of safety
of 1.5 for slope stability for normal loading conditions and 1.25 for quick drawdown
Report of Dam Safety issues SWE Project No. 1356-07-014
The Cliffs at High Carolina Dam, Fairview, North Carolina October 18, 2007
conditions and for construction conditions shall be required ...." (North Carolina
Administrative Code, Title 15A, Subchapter 2K Section .0208 (b)
S&ME, Inc. has performed preliminary slope stability analyses using data collected from our subsurface
exploration. Our preliminary analyses indicate the geometry and condition of the embankment fill do not
meet current Dam Safety regulations. Modification to the embankment will be required as outlined
below.
Geotechnical engineering for the stability of embankment dams must work within the constraints of earth
fill material strength which is quantified by field observation, explorations, and laboratory classification
and testing. Standard engineering practice for embankment stability involves developing a stable dam
cross section and limiting the effects of saturation of embankment materials and seepage through the
embankment by the impounded water. For the proposed improvements to the High Carolina Dam, we
have developed preliminary recommendations that include the following:
• Install new subsurface filter drains and collections in the existing downstream toe of the
embankment to collect and safely discharge seepage through the existing embankment.
• Place additional fill against the downstream slope of the existing dam to an appropriate geometry
such that the required factors of safety are met and to accommodate a road crossing.
• Slip-line the existing concrete conduit with high-density polyethylene pipe and seal the annular
space with grout to limit the movement of embankment materials by seepage water through
cracks in the concrete conduit.
S&ME, Inc. has prepared the attached plan for the dam illustrating the concept of these proposed
improvements. We developed this concept to limit impact to the downstream channel to 511 feet. We
understand, by limiting the downstream impact to 5"t feet, the rehabilitation of the dam will be covered
under a general environmental permit. We measured 59 feet from the outlet end of the existing spillway
conduit on the topographic data provided to us. We then developed a grading plan for the proposed
improvements to the dam. The resulting downstream embankment slope is approximately 2.0 horizontal
to 1 vertical. We note that the proposed downstream slope is steeper than typical dam embankments.
This will require additional analysis, specialized construction techniques, and/or specific construction
materials to provide adequate factors of safety.
Report of Dam Safety issues
The Cliffs at High Carolina Dam, Fairview, North Carolina
SWE Project No. 1356-07-014
October 18, 2007
Also shown on the attached plans are a new principal spillway conduit and riser and a widened
emergency spillway. These additional improvements are required to meet the dam safety requirements
for spillway capacity. However, these improvements can be adjusted to meet the footprint impacts of the
proposed modifications.
CLOSURE
The proposed conceptual improvements have been developed to meet permitting needs and goals of the
project. These include limiting downstream channel impacts to 59 feet of stream channel or less and
providing adequate passage for the proposed road across the dam. These concepts are based on and
limited by the information received from The Cliffs and WNR, Inc., data collected by S&ME, Inc, and
field observations by S&ME, Inc. Modifications and/or additions to this concept will be required prior to
submittal for dam safety permits. Please contact us with questions regarding this proposed concept.
Sincerely,
S&ME, Inc.
y
f John F. Garner, P.E.
'iroject Engineer
Senior reviewed: Walker Birdsong, P.E.
W B/CM/s/proposal/highcountrydam/07525
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Carl McDonald, E.1 /.% jfm
Project Professional
Attachments: Conceptual Plan
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
151 PATTON AVENUE
ROOM 208
ASHEVILLE, NORTH CAROLINA 28801-5006
REPLY TO
ATTENTION OF: January 23, 2008
Regulatory Division
Action ID. 200701619
The Cliffs Communities
Mr. Rob Weber
3598 Highway 11
Travelers Rest, South Carolina 29690
Dear Mr. Weber:
I refer to the Pre-Construction Notification (PCN) dated October 23, 2007, submitted on
your behalf by Wetland and Natural Resource Consultants, Inc. (WNR), requesting authorization
to impact 149 linear feet of stream and 0.052 acre of wetland in order to enlarge 2 road crossings
and upgrade/repair the existing dam on Tsuga Lake; 90 feet of stream impact has already
occurred. These activities are associated with the development of a 2,100-acre tract of land in
Swannanoa, Buncombe County, North Carolina. This file has been assigned number SAW
200701619.
I also refer to the meeting of September 18, 2007, in which representatives of the Cliffs
Communities (Mr. Don Nickell, Mr. Charlie Hughes, Mr. Jason Cangler, and you), Ms. Jennifer
Robertson from WNR, and representatives from the Asheville Regulatory Field Office (Ms. Lori
Beckwith and I) discussed the proposed impacts, as well as future impacts that you will propose
once the master plan for the development is finalized. You explained that while you do not have
a final master plan for the entire 2,100 acres, you currently need to construct a road that will
allow travel from one side of the property to the other and need to upgrade/repair the existing
dam; therefore, you have submitted the current request for verification with the understanding
that you will propose additional, unknown impacts in the future.
The Corps has determined that the work, as described in paragraph 1, is authorized by
NWP number 29 conditional upon your compliance with and/or acknowledgement of the
following:
1. All work must be accomplished in strict accordance with the attached General and
Regional conditions, conditions 1-6 and 9-11 of the attached letter from the North Carolina
Wildlife Resources Commission and your submitted plans.
2. While the current impacts are under the threshold for which the Corps typically requires
compensatory mitigation, it is anticipated that future development will require additional
impacts. Therefore, you have agreed to mitigate for all impacts. You shall mitigate for the
2
unavoidable impacts to 149 linear feet of stream associated with this project by payment to the
NCEEP in the amount necessary to perform restoration to 59 linear feet of cold stream and 90
linear feet of cool stream in the French Broad River Basin (Cataloging Unit 06010105).
Construction within jurisdictional areas on the property shall begin only after the permiftee has
made full payment with certified check to the NCEEP, and the NCEEP has made written
confirmation to the District Engineer, that it agrees to accept responsibility for the mitigation
work required, pursuant to Paragraph IV.D. of the Memorandum of Understanding between the
North Carolina Department of Environment and Natural Resources and the U.S. Army Corps of
Engineers, Wilmington District, dated November 4, 1998.
3. The presence of federally listed species and historic structures/archeological sites for
the entire property has been examined by your consultant. According to information submitted
on May 16, 2007, by WNR, "...there are no current or historic records of any occurrence of
federally endangered or threatened species within the parcel of land being considered for
development." Additionally, "...there are no records of any occurrence of archeological or
culturally significant sites within the parcel of land being considered for development."
According to the ArcGIS map prepared by this office, no listed species, critical habitat, or
historic/archaeological resources are located in the property boundaries. While no listed species,
critical habitat historic/archaeological resources were discovered, please be advised that if
potential resources are identified during future permit reviews, you may be required to conduct
surveys for federally listed species, in accordance with the Endangered Species Act, and/or
historic and archaeological resources, in accordance with the National Historic Preservation Act.
4. The construction/presence of this access road (to which this Nationwide Permit (NWP)
verification letter pertains) will not affect our review of any future proposed impacts. The
presence of this road will not be an adequate justification for future impacts (e.g., additional
roads must be built in jurisdictional waters of the U.S. because the location of this road
necessitates the location of the other roads). We will examine any future proposal to impact
jurisdiction waters of the U.S. to ensure that you have avoided, minimized, and/or mitigated for
unavoidable impacts.
5. Any impacts to waters of the U.S. proposed at a later date will be combined with the
current impacts and will be reviewed cumulatively. Cumulative impacts of more than 0.5 acre of
wetland and/or 300 linear feet of stream will be processed under an Individual Permit.
6. A verification of the use of Nationwide Permit 29 for the currently proposed impacts
does not imply that this office will necessarily approve any future proposal(s) to impact waters of
the United States on this property.
Any violation of the attached conditions or deviation from your submitted plans may
subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until January 16, 2010, unless the NWP authorization is
modified, suspended or revoked. If, prior to the expiration date, the NWP authorization is
reissued and/or modified, this verification will remain valid until the expiration date provided it
complies with all requirements of the modified NWT. If the NWP authorization expires or is
suspended, revoked, or is modified, such that the activity would no longer comply with the terms
and conditions of the NWP, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the NWP, will remain authorized provided the
activity is completed within twelve months of the date of the NWP's expiration, modification or
revocation, unless discretionary authority has been exercised on a case-by-case basis to modify,
suspend or revoke the authorization.
Activities subject to Section 404 of the Clean Water Act may also require an individual
Section 401 Water Quality Certification. You should contact the NC Division of Water Quality
(telephone [phone]) to determine Section 401 requirements.
This Department of the Army verification does not relieve the permittee of the responsibility
to obtain any other required Federal, State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or
the Corps of Engineers regulatory program, please contact Lori Beckwith at 828-271-7980,
extension 226.
Sincerely,
??! Tom Walker
Chief, Asheville Regulatory Field Office
Enclosures
Copy Furnished w/o encls:
Wetland and Natural Resource Consultants, Inc
Ms. Jennifer Robertson
Post Office Box 882
Canton, North Carolina 28716
EEP Acceptance Letter
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PROGRAM
November 20, 2007
Rob Weber
The Cliffs Communities
3598 Highway I 1
Travelers Rest, SC 29690 Expiration of Acceptance: May 20, 2008
Project: High Carolina Pipe Maintenance County: BUNCOMBE
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
FRENCH Stream (feet) Wetlands (acres) Buffer 1 Buffer II
BROAD (Sq. Ft.) (Sq. Ft.)
06010105
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impacts 0 90 0 0 0 0 0 0
Credits 0 180 0 0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of'
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
Willia . Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Lori Beckwith, USACE-Asheville
Kevin Barnett, NCDWQ-Asheville
Jennifer Robertson, agent (email)
File
Ratorutg... ... Protectu-c our ftat&
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PWfIR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC27699-1652/919-715-0476/www.nceep.net
1140-
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PROGRAM
November 20, 2007
Rob Weber
Carolina High Retreat
3698 Highway 11
Travelers Rest, SC 29690 Expiration of Acceptance: May 20, 2008
Project: High Carolina Dam Maintenance County: BUNCOMBE
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to
accept payment for impacts associated with the above referenced project. Please note that this decision does not assure that
the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the
applicant to contact these agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of
the issued 404 Permit1401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the
applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice
will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized
work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and
policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
FRENCH Stream (feet) Wetlands (acres) Buffer I Buffer II
BROAD (Sq. Ft.) (Sq. Ft.)
06010105
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impacts 59 0 0 0 0 0 0 0
Credits 118 0 0 0 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies
require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional
mitigation, the applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The
mitigation will be performed in accordance with the Memorandum of Understanding between the N. C. Department of
Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely, "
William . Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands1401 Unit
Lori Beckwith, USACE-Asheville
Kevin Barnett, NCDWQ-Asheville
Jennifer Robertson, agent (email)
File
keest0YU29... F .. PYOtecti-Kg 0" St&&

North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Rob Weber
The Cliffs Communities
3598 Highway 11
Travelers Rest, South Carolina 29690
January 4, 2008
Subject Property: High Carolina Subdivision
Swannanoa, NC
Application for Impacts Under Section 401
Dear Mr. Weber:
Coleen H. Sullins, Director
Division of Water Quality
Buncombe County
The Asheville Regional Office of the North Carolina Division of Water Quality. (DWQ) is aware you have
submitted an application package for a 404 permit to the US Army Corps of Engineers. You are required to
apply for the corresponding 401 Water Quality Certification as both, 404 and 401 permit/certification, are
necessary prior to any work occurring in surface water/wetlands.
In your application package you stated that you would be seeking an Individual Permit for the remainder of
the project, acknowledging the fact that the project will exceed the 300 linear foot threshold for an Individual
401 Water Quality Certification for the development.
In accordance with the DWQ policy you are hereby required to submit for, and obtain written concurrence
through the State of North Carolina's 401 Water Quality Certification for the entire project prior to impacting
any streams or wetlands on this project.
If you have any questions, please telephone Kevin Barnett in the DWQ Asheville Regional Office at 828-296-
4657.
Sincerely,
Roger. Edwards, Regional Supervisor
Division of Water Quality
Surface Water Protection Section
cc: Jennifer Robertson
Wetland and Natural Resource Consultants, Inc.
Post Office Box 882
Canton, NC 28716
Ian McMillan, 401 Central Office
USACE Asheville Regulatory Field Office
DWQ Asheville Regional Office
DLR Asheville Regional Office
David McHenry, NC Wildlife Resources Commission
File Copy
Central Files
Filename: TheCliffsCommunities.HighCarolina. Swan nanoa
NorthCarolma
,Xafimallly
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: www..ncwaterquaiq.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Bridge Construction Drawings
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Erosion Control Permit Approval
Y AJVD DEVELOPMENT
lax
Erosion and Sedimentation Control
Telephone: [phone]
LETTER OF APPROVAL
September 21, 2006
Mr. James B. Anthony
3598 Highway I I
Travelers Rest, SC 29690
Dear Mr. Anthony:
ind
The Buncombe County Soil Erosion and Sedimentation Control Ordinance is a performance oriented
This office has reviewed the revised Erosion and Sedimentation Control Plan submitted for the project list
the plan to be acceptable with the attached modifications and/oz performance reservations and ltereb '
Approval. Please be advised that Section 26-228 requires that a copy of the approved Soil Erosion project
Control listed
the job site, y issue this Letter of
Plan below be . on file find at
protection of the natural resources and adjoining properties. If, following commencement of this project, it is determined that
the plan is inadequate, this office may require revisions to the plan and its implementation, d program requiring
The approval of an erosion plan is conditioned on the applicant's compliance with federal and state
regulations, and rules. A copy Of the erosion control plan for any land disturbing activity that involves the utilization
for the purpose of de-watering or lowering water quality laws,
g ? the water table must be forwarded to the director of water qualit'Uon of ditches
A NPDES Permit is enclosed.
Please inform this office of the construction start date.
We look forward to working with you on this project.
Sincerely,
Micfiae] A. Brookshire
Erosion Control Officer
Jon E. Crer.'gl7torr .r V11VU
Count)) Manager Ashe46 ville, NC 28801 Telephone [phone]
Project name: CLIFFS HIGH CAROLINA
Location: Patton Cove Road
Date received: September 15, 2006
Dace approved: September 18, 2006
Person financially responsible: James B. Anthony
828-250-60$6
County of Buncombe
EROSIONAND SEDIMENTATION CONTROL Telephone: [phone]
46 VALLEY STREET Fax: [phone]
ASHEVILLE, NC 28801
LAND DISTURBING PERMI'T'
NUMBER: E- 1 522
PROJECT NAME: CLIFFS -HIGH CAROLINA
LOCATION: Patton Cove Road
RESPONSIBLE PERSON: Janes B. Anthony
PHONE: [phone]`000
THIS CERTIFIES THAT A LAND DISTURBING `PERMIT
HAS BEEN ISSUED FOR THE CONSTRUCTION WORK
SET OUT ABOVE.
Michael A. Br ES? ??-
Erosion Conl-rol Officer
THIS CERTIFICATE MUST BE POSTED AT THE CONSTRUCTION SITE
IN A SECURE PLACE FROM THE TIME WORK IS COMMENCED
UNTIL EROSION CONTROL INSPECTOR GIVES FINAL APPROVAL.
A COPY OF THE EROSION CONTROL PLANS MUST BE AVAILABLE
FOR THE INSPECTORS USE AT ALL TIMES.
September 18, 2006 PERMIT EXPIRES: September 18, 2011