HomeMy WebLinkAbout20070429 Ver 1_401 Application_20070307~ r
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Wetland and Natural Resource
Consultants, Inc.
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US Army Corps of Engineers
Mrs. Amanda Jones
151 Patton Avenue, Room 208
Asheville, NC 28801
Re: Bald Mountain Development Company
Bald Mountain (+/- 665 acres)
Rutherford County, North Carolina
Amanda and Kevin:
March 5, 2007
NC Division of Water Quality
Attn: Mr. Kevin Barnett
2090 US Highway 70
Swannanoa, NC 28778
The attached Pre-Construction Notification (PCN) is being submitted on behalf of
Mr. Ed Kale of the Bald Mountain Development Company. Bald Mountain currently
owns approximately 665 acres in Lake Lure, Rutherford County, North Carolina and
is seeking permit authorization under Nationwide Permits 39 for impacts
associated with the development of the first phase of a residential subdivision.
Should you have any questions regarding the attached PCN and supplemental
information do not hesitate to call me at 828-713-1930. A copy of this package
has been sent to Mr. David McHenry of the NC Wildlife Resources.
Best regards:
~f
Rebekah L. Newton
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Canton Office Newton Office
PO Box 882 wnrinc.com PO Box 224
Canton, NC 28716 Newton, NC 28658
828-648-8801 828-465-3035
828-648-8802 Fax 1 828-465-3050 Fax
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Enclosures:
Authorization Form
Project Summary Sheet for the Corps
PCN
Impact Summary Sheet
Impact Maps (5)
EEP Acceptance Letter
Topo and Vicinity Maps (3)
Aerial Photo
Tax Parcel Map
NRCS Soils Map
DWQ Stream Classification
Upland and Wetland Data Forms
Data Form Location Map
**Should you not receive the above attachments with this correspondence,
please contact us immediately so that we may provide this supplemental
information.**
cc: David McHenry - NCWRC
Canton Office
PO Box 882
Canton, NC 28716
828-648-8801
828-648-8802 Fax
wnrinc.com
2
Newton Office
PO Box 224
Newton, NC 28658
828-465-3035
828-465-3050 Fax
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05/26!2006 14:02 7043354116 CIMG PAGE 02
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Wetland and fYaturdi Resource k.r•. v•r
Consultants, Inc, ~ ~~~~;:
Department of ~ Army
Wilmington D"~stritt, Corps of Engineers
Atiy1: Ken Jolley, t~rieF Regulatory Oivisian
PU Brnc 1890
Wilmington, North Carolinas 213402.2890
-and-
NC pivision of Water QtaaHity
Attn: Cyrfdi Karoly
2321 Crabtnae Blvd.
Raleigh, North Catalina 27604-22bo
I, the current landowner of tfie property id~entaified t+elow, hereby authorize wetland anti Natural
Resource Consultants. Tnc bo act on mY behalf as my agent during the processing of permits too
impact wetlands and Waters of the l1S that are regulated by the peen Weber Act and the
Rivers and Harbors Act.
Federal and State agents a~ autfiorized to be on said propQrty when accompanied by Wetland
and Natural Resource Consultants, Inc. staff'.
Wetland and Natural Resource Consultants, trtc, is authorized bo pnavide suppleme~i
information needed for permit processing att~the~~est o~tha~~'Kor (~wlt^1.._..._,*~ ~,o ~r~'/
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Property Owner of Record: !~~ u~c1(a~ //k~ d~y~'C"iz.d~~ L~ ~
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Owners Signature:
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PO Sox $82
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Canton, NC 28716 . PO Box 224
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Project Summary Sheet for the Corps
2 0 0 0 4 2 9
Owner/Applicant
Name: Mr. Ed Kale
Mailing Address: Bald Mountain Development Company
1400 Harding Place ,Suite 100
Charlotte, North Carolina 28204
Phone Number:
770-335-4112
Street Address of Project: King's Drive
Nearest Waterway: UT Lake Lure/Broad River
River Basin: Broad River Basin
Nearest City: Lake Lure
County: Rutherford County
Decimal Degree Coordinate Location of Project Site: 35.474799 N
82.216802 W
USGS Quadrangle Name: Lake Lure
PAID 24070429
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".)
I. 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 39
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: Bald Mountain Development Company ;-+~r~,w~a~ ~ ~~ ~ ,~,,,9~~,~~~~~
Mailing Address: Attn: Mr. Ed Kale
1400 Harding Place, Suite 100
Charlotte. North Carolina 28204
Telephone Number: 704-335-4112 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: Rebekah Newton
Company Affiliation: Wetland and Natural Resource Consultants
Mailing Address: Post Office Box 882
Canton. North Carolina 28716
Telephone Number: 828-648-8801 Fax Number: 828-648-8802
E-mail Address: rebekah(a~wetland-consultants.com
Updated 11/1/2005
Page 1 of 2
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: Bald Mountain
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1620284, 1620285
4. Location
County: Rutherford Nearest Town: Lake Lure
Subdivision name (include phase/lot number): Bald Mountain
Directions to site (include road numbers/names, landmarks, etc.): From Asheville: Take
Hi -hgway 74/64 southeast past the Town of Lake Lure, turn left (north) onto Bill's Creek
Road, at Buffalo Creek General Store turn left (west) onto Buffalo Creek Road, Buffalo
Creek Road takes a sharp bend to the right (north) and immediately crosses a brides
bride take the first left (across from church , stop at gate house for directions to Bald
Mountain Property.
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): 35.474799 °N 82.216802 °W
6. Property size (acres): +/- 665 acres
7. Name of nearest receiving body of water: Lake Lure/Broad River
8. River Basin: 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/.)
Updated 11/1/2005
Page 2 of 2
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 project site is mostly wooded with several lame
pastures. There is an unimproved road network that provides access to the majority of the
site. Also contained within the site is a residential out-parcel belonging to Mr. Roland King
(outlined in red on Impact Maps). This property is adjacent to the Fairfield community
general land use in the vicinity is recreational and residential.
10. Describe the overall project in detail, including the type of equipment to be used: The
project includes the development of the first phase of a single family residential subdivision.
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
road access to high ground residential building lots.
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 jurisdictional determination package was submitted on May 31, 2006.
A site meeting to approve the delineation is scheduled for March 14, 2006.
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.
The final, and second, phase of this development will need to be permitted at a later date. The
nature of the work will be the same as in Phase 1; road crossings to provide access to high
around building lots.
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 3
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 installation of 8 culverted road crossin sg and placement of fill into 1
wetland area.
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)
2 Wetland fill Herbaceous N ~1001f 0.0354
Total Wetland impact (acres) 0.0354
3. List the total acreage (estimated) of all existing wetlands on the property: ~ 0.4738 acre
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 Average Impact Area of
Number Stream Name Type of Impact perennial or Stream Width Len th Im act
(indicate on ma) Intermittent? Before Im act (linea ~ eet) (a ces)
3 UT Lake Lure Culvert P 3 40 0.0028
4 UT Lake Lure Culvert p 3 40 0.0028
5 UT Lake Lure Culvert p 8 40 0.0073
6 UT Lake Lure Culvert p 5 35 0.0040
7 UT Lake Lure Culvert p 8 40 0.0073
Updated 11/1/2005
Page 4 of 4
8 UT Lake Lure Culvert p 6 35 0.0048
9 UT Lake Lure Culvert p 11 35 0.0088
10 UT Lake Lure Culvert p 3 35 0.0024
Total Stream Impact (by length and acreage) 300 0.0402
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 map)
Name of Waterbody
(if applicable)
T e of Im act
yp p Type of Waterbody
lake and estua
( ~ P ~ ry, 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 project:
Stream Impact (acres): 0.0402
Wetland Impact (acres): 0.0354
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.0756
Total Stream Impact (linear feet): 300
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:
Updated 11/1/2005
Page 5 of 5
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. Impacts on site have been
minimized to the maximum extent practicable. There are 10 crossings proposed within this
phase of development. All are necessary to access high ground residential building lots.
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/strm tide. 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 will be made b~payment into the North Carolina Ecosystem Enhancement
Pro ram CEEP).
Updated 11/1/2005
Page 6 of 6
+..-
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
(919) 715-0476 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): 300
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 (919) 733-5083 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
Updated 11/1/2005
Page 7 of 7
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 feed Mitication
I 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. In order for the development to exceed 20%
impervious area on site in the first phase, 100 acres of land would need to be impervious.
Approximately 350 lots are proposed for Phase 1 of the development. Calculations for
impervious area allow for 6,000 square feet of impervious area der lot (the square footage has
been adjusted to account for roadways, driveways, infrastructure, etc.). This would yield
approximately 10% impervious area for the entire site. Square foota eg of impervious area per lot
would need to be increase to approximately 12,000 square feet to exceed the 20% mentioned
above. Roadways and lots have already been surveyed and platted. Lots will not be subdivided,
adding additional homesites to the property, and road layouts in the field will be consistent with
road layouts depicted on the plans.
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.
Wastewater generated by residents of this development will be treated via single family septic
systems.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
Updated 11/1/2005
Page 8 of 8
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: Any
>;oods and services needed by the residence of this development can be obtained from the nearby
towns of Columbus and Lake Lure. This project will not result in additional development, which
would impact nearby 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
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).
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
Bald Mountain Impact Summary
Site # Existing Proposed Net Notes
1 0 0 0 Existin brid e
2 0 0.0354 0.0354 Wetland Fill
3 0 40 40 Culvert
4 0 40 40 Culvert
5 0 40 40 Culvert
6 0 35 35 Culvert
7 0 40 40 Culvert
8 0 35 35 Culvert
9 0 35 35 Culvert
10 0 35 35 Culvert
Total
Stream 0 300 300
Wetland 0 0.0354 0.0354
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Name: LAKE LURE
Date: 3/20/2006
Scale: 1 inch equals 1212 feet
Location: 035.4732957°N 082.2139716°W
Caption: Lake Lure
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Name: LAKE LURE l1 Location: 035.4789599°N 082.213.5519°W
Date: 3/20/2006 Caption: Lake Lure ;~; -~ _ n
Scale: 1 inch equals 4000 feet Rutherford CO `'' ° ~%
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3/20/2006
Lake Lure
Tax Parcel Nla p ~ ~ 7 • ~ ~ ~ ~
Rutherford Co
SOIL SURVEY OF RUTHERFORD COUNTY, NORTH CAROLINA
Lake Lure
s,~:. rr ~. 390400 .~~-+u ~_ _ s'.w a~i uuu
..
+~
',~'~: ai i ~~ , ,iiiY' q ` • x a~ `~,i~-L i~~1/ T~, < ~+ $ ~~ R -~r i ~ P • ~
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USA Natural Resources
Conservation Service
Meters
0 50 100 200
.~
Feet
0 250 500 1,000 1,500 2,000
3/20/2006
Page I of 3
N
m
SOIL SURVEY OF RUTHERFORD COUNTY, NORTH CAROLINA
MAP LEGEND
Soil Map Units
o Cities
0 Detailed Counties
Interstate Highways
Roads
~~ Rails
Water
- Hydrography
Oceans
I aka I i irg
MAP INFORMATION
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Coordinate System: UTM Zone 17
Soil Survey Area: Rutherford County, North Carolina
Spatial Version of Data: 3
Soil Map Compilation Scale: 1:24000
The orthophoto or other base map on which the soil lines were compiled and
digitized probably differs from the background imagery displayed on these m
As a result, some minor shifting of map unit boundaries may be evident.
USDA Natural Resources
-----
(~onserralion Service
3/20/2006
Page 2 of 3
Y
-~, , Stel~l ~ v o T• 0 4 2 9
PROGRAM
------- ------------- -- Februar-y-1~r2007-
Edward Kale
Bald Mountain Development Company
1400 Harding Place, Ste. 100
Charlotte, NC 28204
Project: Bald Mountain County: Rutherford
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 ties letter. 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 wort .
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
followin table.
Broad Stream (feet) Wetlands (acres) Buffer I Buffer II
Cold Cool Warm Ri arian Non-Ri arian Coastal Marsh
Impacts 300 0 0 0 0 0 0 0
Credits 600 0 0 0 0 0 a 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 (919) 716-1921.
Sincerely,
$• ~~~I ~
t tam D. Gilmore, PE
Director
_.- cc: Cyndi Karoly, Wetlands/401 Unit
Amanda Jones, USACE-Asheville
Kevin Barnett, DWQ-Asheville
Rebekah Newton, agent
File ~~~
~~DYl.Gt~... E ~ ... PYDt~~ OuY .ftat~ q~~
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1 652 1 91 9-71 5-4476 / www.nceep.net
Soil Survey of Rutherford County, North Cazolina Lake Lure
Map Unit Legend Summary
Rutherford County, North Carolina
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
EvD Evazd-Cowee complex, 15 to 30 86.3 16.3
percent slopes, stony
EvE Evard-Cowee complex, 30 to 50 261.3 49.4
percent slopes, stony
EwF Evard-Cowee complex, 50 to 85 32.2 6.1
percent slopes, rocky
GaC Greenlee-Tate complex, 6 to 15 27.8 5.3
percent slopes, extremely bouldery
GaD Greenlee-Tate complex, 15 to 30 53.2 10.0
percent slopes, extremely bouldery
HaC2 Hayesville sandy clay loam, 8 to 15 6.7 l .3
percent slopes, eroded
HaD2 Hayesville sandy clay loam, 15 to 23.6 4.5
30 percent slopes, eroded
TbC Tate-Greenlee complex, 6 to 15 28.8 5.4
percent slopes, very stony
UdC Udorthents, loamy, 0 to 15 percent 9.1 1.7
slopes
W Water 0.2 0.0
1J$~p Natural Resources Web Soil Survey I.0 3/20/2006
conservation Service National Cooperative Soil Survey Page 3 of 3
NC DENR - DIVISON OF WATER QUALITY
.0306 BROAD RIVER BASIN
2B .0300
Classification
Name of Stream Description Class Date Index No.
BROAD RIVER From source to Pool Creek, C;Tr 03/01/63 9 -(1)
including b ackwaters of Lake
Lure below elevation 991
Miller Cove Branch From source to Broad River C;Tr 03/01/63 9 -2
Tom Creek From source to Broad River C;Tr 03/01/63 9 -3
Glade Creek From source to Broad River C;Tr 03/01/63 9 -4
Grice Branch (Grice Creek) From source to Broad River C;Tr 03/01/63 9- 5
Duck Branch From source to Broad River C;Tr 03/01/63 9- 6
Clear Branch From source to Broad River C;Tr 03/01/63 9 -7
Laurel Creek From source to Broad River C;Tr 03/01/63 9 -8
Rock Creek From source to Broad River C;Tr 03/01/63 9- 9
Sand Branch From source to Broad River C;Tr 03/01/63 9- 10
Rush Branch (Rush Creek) From source to Broad River C;Tr 03/01/63 9- 11
Flat Creek From source to Broad River C;Tr 03/01/63 9- 12
Grassy Creek (Lake Charles) From source to Broad River C;Tr 03/01/63 9- 13
Hickory Creek From source to Broad River C;Tr 03/01/63 9- 14
Middle Fork Hickory Creek From source to Dam at B; Tr 03/C1/63 9- 14- 1-(1)
Lower Lake at Camp
Mishemowka
Middle Fork Hickory Creek From Dam at Lower Lake at C;Tr 03/01/63 9- 14- 1-(2)
Camp Mishemowka to Hickory
Creek
Toms Fork From source to Middle Fork C;Tr 03/01/63 9- 14- 1-3
Hickory Creek
Reedypatch Creek From source to Broad River C;Tr 03/01/63 9- 15
Turnbreeches Creek From source to Reedypatch C;Tr 03/01/63 9- 15- 1
Creek
Slickrock Branch From source to Reedypatch C;Tr 03/01/63 9- 15- 2
Creek
Hominy Mill Branch From source to Reedypatch C;Tr 03/01/63 9- 15- 3
Creek
Little Creek From source to Reedypatch C;Tr 03/01/63 9- 15- 4
Creek
Sugarloaf Creek From source to Little Creek C;Tr 03/01/63 9- 15- 4-1
Fall Creek From source to Broad River C;Tr 03/01/63 9- 16
BROAD RIVER (Lake Lure below From Pool Creek to B;Tr 03/01/63 9- (17)
elevation 991) Carolina Mo untain Power
Company Dam
Pool Creek From source to Lake Lure, C;Tr 03/01/63 9- 18
Broad River
Wolf Creek From source to Pool Creek C;Tr 03/01/63 9- 18- 1
Rock Creek From source to Lake Lure, C;Tr 08/03/92 9- 19
Broad River
Buffalo Creek From source to Lake Lure, C;Tr 03/01/63 9- 20
Broad River
Cane Creek From source to Dam at Camp B;Tr 03/01/63 9- 21- (1)
Occoneechee Bathing Lake
Cane Creek From Dam at Camp Occoneechee C;Tr 03/01/63 9- 21- (2)
Bathing Lake to Lake Lure,
Broad River
1
USACE AID#
~o
DWQ#
_ ___ v 0 7
(indicate on attached map)
0428
STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: Lake Lure 2. Evaluator's name: Rebekah Newton
3. Date of evaluation: 05/10/2006 4. Time of evaluation: morning
5. Name of stream: UT Lake Lure
7. Approximate drainage area: ~15 ac
9. Length of reach evaluated: 50 If
11. Site coordinates (if known):
12. Subdivision name (if
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
See Man. Site #1
14. Proposed channel work (if any): Residential Development
15. Recent weather conditions: Sunnv, mid-30 to low-70
16. Site conditions at time of visit: Sunnv, cool
l7. Identify any special waterway classifications known: C; Tr
18. Is there a pond or lake located upstream of the evaluation point? No If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? No
20. Does channel appear on USDA Soil Survey? No
21. Estimated watershed land use: 85% Forested, , 5% homesite and roadway, 10% Pasture
22. Bankfull width: 23. Bank height (from bed to top of
24. Channel slope down center of stream: Gentle (2-4%)
25. Channel sinuosity: Occasional Bends
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to
each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot
be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where
there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may
be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned
to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): ~,~ Comments:
,? a
Evaluator's Signature ~`,f t Date c~ I I r C,%V 1
This channel evaluation form is infe~i ed to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 06/03. To Comment, please ca11919-876-8441 x 26.
Site #
6. River basin:
8. Stream order: Third
10. County: Rutherford
STREAM QUALITY ASSESSMENT WORKSHEET
A
T
C ECOREGION POIN T RANGI; .
CH
RACTERIS
I
S SCORE
Coastal .piedmont Mounttsiin
1 Presence of flow /persistent pools in stream
0 - 5
0 - 4
0 - 5
4
(no flow or saturation = 0; strong flow = max points)
2 Evidence of past human alteration 0- 6 0- 5 0- 5 3
(extensive alteration = 0; no alteration = max points)
3 Riparian zone 0- 6 0- 4 0- 5 4
no buffer = 0; contiguous, wide buffer = max points)
4 Evidence of nutrient or chemical discharges 0- 5 0- 4 0- 4 3
(extensive dischar es = 0; no dischar es = max points)
5 Groundwater discharge 0- 3 0- 4 0- 4 4
(no dischar e = 0; springs, seeps, wetlands, etc. = max points)
U
~ 6 Presence of adjacent floodplain 0- 4 0- 4 0- 2 1
(no floodplain = 0; extensive floodplain = max points)
~ Entrenchment /floodplain access 0- 5 0- 4 0- 2 1
p'" (deeply entrenched = 0; #'requent flooding = max oints)
8 Presence of adjacent wetlands 0- 6 0- 4 0- 2 0
(no wetlands = O; large adjacent wetlands = max oints)
9 Channel sinuosity 0- 5 0- 4 0- 3 2
(extensive channelization = 0; natural meander = max points)
10 Sediment input 0- 5 0- 4 0- 4 3
(extensive deposition= O; little or no sediment = max points)
11 Size & diversity of channel bed substrate NA* 0 - 4 0 - 5 4
(fine, homogenous = O; large, diverse sizes = max points)
12 Evidence of channel incision or widening 0 - 5 0 - 4 0 - 5 3
(deeply incised = 0; stable bed & banks = max points)
13 Presence of major bank failures 0 - 5 0 - 5 0 - 5 4
~ (severe erosion = 0; no erosion, stable banks = max points)
14 Root depth and density on banks 0 - 3 0 - 4 0 - 5 3
E,, (no visible roots = 0; dense roots throu out = max points)
15 Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
3
(substantial im act =0; no evidence = max points)
16 presence of riffle-pool ripple-pool complexes 0 - 3 0 - 5 0 - 6 5
E (no riffles/ripples or ools = 0; well-developed = max points)
~
1 ~ Habitat complexity
0 - 6
0 - 6
0 - 6
5
(little or no habitat = 0; frequent, varied habitats = max points)
f~ Canopy coverage over streambed
18
(no shading vegetation = 0; continuous canoe = max points) 0-5 0-5 0-5 3
19 Substrate embeddedness NA* 0- 4 0- 4 3
(deeply embedded = O; loose structure = max)
20 Presence of stream invertebrates (see page 4) 0 - 4 0 - 5 0 - 5 4
(no evidence = 0; common, numerous es = max points)
(,~ 21 Presence of amphibians 0- 4 0- 4 0- 4 0
O (no evidence = 0; common, numerous types = max oints)
22 Presence of fish
0 - 4
0 - 4
0 - 4
0
(no evidence = 0; common, numerous es = max points)
23 Evidence of wildlife use 0- 6 0- 5 0- 5 0
(no evidence = 0; abundant evidence = max points)
Total Points Possible 100 100. 100
TOTAL SCORE (also enter on first page} 62
* These characteristics are not assessed in coastal streams.
USACE AID# DWQ # Site # (indicate on attached map)
_v07.0425
~ ~
~ ~ ~ ~ ~ STREAM QUALITY ASSESSMENT WORKSHEET '
Provide the following information for the stream reach under assessment:
1. Applicant's name: Mountian Brook 2. Evaluator's name: Rebekah Newton
3. Date of evaluation: 5/11/2006 4. Time of evaluation: morning
5. Name of stream: UT LAKE LURE 6. River basin: Broad
7. Approximate drainage area: ~40 ac 8. Stream order: Third
9. Length of reach evaluated: 50 if 10. County: Rutherford
11. Site coordinates (if known):
12. Subdivision name (if any):
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
See Man: Site #2
14. Proposed channel work (if any): Residential Development
15. Recent weather conditions: Sunny, mid-30 to low-70
16. Site conditions at time of visit: Sunny. cool
17. Identify any special waterway classifications known: C; Tr
18. [s there a pond or lake located upstream of the evaluation point? No If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? Yes
20. Does channel appear on USDA Soil Survey? No
21. Estimated watershed land use: 85% Forested: 5% homesite and roadway 10% Pasture
22. Bankfull width: 23. Bank height (from bed to top of bank):
24. Channel slope down center of stream: Gentle (2-4%)
25. Channel sinuosity: Occasional Bends
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to
each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot
be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where
there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may
be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned
to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): !~a(Fi Comments:
Evaluator's Signature ~~~-~ Date ~ J 6 ~ ~r~(;7
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 06/03. To Comment, please call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
CHARACTERIST
CS ECQREGION POIN T RANGE
I SCORE
Coastal ..piedmont Mountain
1 Presence of flow /persistent pools in stream
0 - 5
0 - 4
0 - 5
5
(no flow or saturation = 0; strong flow = max points)
2 Evidence of past human alteration 0- 6 0- 5 0- 5 4
(extensive alteration = 0; no alteration = max points)
3 Riparian zone 0- 6 0- 4 0- 5 3
(no buffer = 0; Conti ous, wide buffer = max oints)
4 Evidence of nutrient or chemical discharges 0- 5 0- 4 0- 4 3
(extensive dischazges = 0; no dischaz es = max points)
5 Groundwater discharge 0- 3 0- 4 0- 4 4
(no discharge = 0; springs, seeps, wetlands, etc. = max points)
U
~ 6 Presence of adjacent floodplain 0- 4 0- 4 0- 2 1
(no floodplain = 0; extensive floodplain = max oints)
~ Entrenchment /floodplain access
0 - 5
0 - 4
0 - 2
1
p" (deeply entrenched = 0; frequent flooding = max points)
8 Presence of adjacent wetlands 0- 6 0- 4 0- 2 0
(no wetlands = O; lazge adjacent wetlands = max points)
9 Channel sinuosity 0- 5 0- 4 0- 3 2
(extensive channelization = 0; natural meander = max points)
10 Sediment input 0- 5 0- 4 0- 4 3
(extensive deposition= O; little or no sediment = max points)
11 Size & diversity of channel bed substrate NA* 0 - 4 0 - 5 3
(fine, homo enous = 0; lazge, diverse sizes = max pomts)
12 Evidence of channel incision or widening 0 - 5 0 - 4 0 - 5 3
H (deeply incised = 0; stable bed & banks = max omts)
''" 13 Presence of major bank failures 0 - 5 0 - 5 0 - 5 4
~ (severe erosion = 0; no erosion, stable banks = max points)
14 Root depth and density on banks 0 - 3 0 - 4 0 - 5 3
E,, (no visible roots = 0; dense roots throughout = max points)
~
15 Impact by agriculture, livestock, or timber production
0 - 5
0 - 4
0 - 5
4
(substantial im act =0; no evidence = max points)
16 Presence of riffle-pooUripple-pool complexes 0- 3 0- 5 0- 6 5
~ (no riffles/ripples or ools = 0; well-develo ed = max points)
~ 1 ~ Habitat complexity 0- 6 0- 6 0- 6 5
~ (little or no habitat = 0; frequent, varied habitats = max oints)
Canopy coverage over streambed
18 (no shading ve elation = 0; continuous canopy = max points) 0 - 5 0 - 5 0 - 5 4
19 Substrate embeddedness NA* 0- 4 0- 4 3
(deeply embedded = 0; loose structure = max)
20 Presence of stream invertebrates (see page 4) 0 - 4 0 - 5 0 - 5 4
~ (no evidence = 0; common numerous es = max points)
G7 21 Presence of amphibians 0- 4 0- 4 0- 4 1
O (no evidence = 0; common, numerous es = max points)
~ 22 Presence of fish
0 - 4
0 - 4
0 - 4
1
(no evidence = 0; common, numerous types = max oints)
~
23 Evidence of wildlife use
0 - 6
0 - 5
0 - S
0
(no evidence = 0; abundant evidence = max points)
Total Points Possible 100 100 100
.TOTAL SCORE (also enter on first page) 66
* These characteristics are not assessed in coastal streams.
USACE AID# DWQ # Site # (indicate on attached map)
- V
07.0429
-- . ~~ .~
~ ~ ~ ~ ~ STREAM QUALITY ASSESSMENT WORKSHEET - 'i
Provide the following information for the stream reach under assessment:
1. Applicant's name: Lake Lure 2. Evaluator's name: Rebekah Newton
3. Date of evaluation: 5/11 /2006 4. Time of evaluation: morning
5. Name of stream: UT LAKE LURE 6. River basin: Broad
7. Approximate drainage area: > 100 ac 8. Stream order: Forth
9. Length of reach evaluated: 50 if 10. County: Rutherford
11. Site coordinates (if known): 12. Subdivision name (if any):
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):-
See Map; Site #3
14. Proposed channel work (if any): Residential Development
15. Recent weather conditions: Sunny, mid-30 to low-70
l6. Site conditions at time of visit: Sunny, cool
17. Identify any special waterway classifications known: C; Tr
18. Is there a pond or lake located upstream of the evaluation point? No If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? No
20. Does channel appear on USDA Soil Survey? No
21. Estimated watershed land use: 85% Forested, 5% homesite and roadway, 10% Pasture
22. Bankfull width: 23. Bank height (from bed to top of bank):
24. Channel slope down center of stream: Gentle ~2-4%)
25. Channel sinuosity: Occasional Bends
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to
each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. if a characteristic cannot
be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where
there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may
be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned
to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): ~:,,~, Comments:
~?
Evaluator's Signature ~,~(~~~ Date tjf f.~~r~tU
This channel evaluation form is rote ded to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 06/03. To Comment, please call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
ECOREGION POIN T RANGE
# CHAR
S S
U
ACTERI
TICS C+
RE
Coastal piedmont Mountain
1 Presence of flow /persistent pools in stream
0 - 5
0 - 4
0 - 5
5
(no flow or saturation = 0; strong flow = max points)
2 Evidence of past human alteration 0- 6 0- 5 0- 5 4
(extensive alteration = 0; no alteration = max points)
3 Riparian zone 0- 6 0- 4 0- 5 3
(no buffer = 0; contiguous, wide buffer = max points)
4 Evidence of nutrient or chemical discharges 0- 5 0- 4 0- 4 3
(extensive dischar es = 0; no dischar es = max points)
5 Groundwater discharge 0- 3 0- 4 0- 4 4
(no discharge = 0; springs, seeps, wetlands, etc. = max points)
U 6 Presence of adjacent floodplain 0- 4 0- 4 0- 2 1
(no floodplain = 0; extensive floodplain = max points)
~ Entrenchment /floodplain access 0- 5 0- 4 0- 2 1
a (deeply entrenched = 0; fre uent flooding = max points)
8 Presence of adjacent wetlands 0- 6 0- 4 0- 2 0
(no wetlands = O; large adjacent wetlands = max points)
9 Channel sinuosity 0- 5 0- 4 0- 3 2
(extensive channelization = 0; natural meander = max points)
10 Sediment input 0- 5 0- 4 0- 4 3
(extensive deposition= O; little or no sediment = max points)
I 1 Size & diversity of channel bed substrate NA* 0 - 4 0 - 5 4
(fine, homogenous = O; large, diverse sizes = max points)
12 Evidence of channel incision or widening 0 - 5 0 - 4 0 - 5 4
~ (deepl incised = 0; stable bed & banks = max points)
~
13 Presence of major bank failures
0 - 5
0 - 5
0 - 5
4
(severe erosion = 0; no erosion, stable banks = max points)
14 Root depth and density on banks 0 - 3 0 - 4 0 - 5 3
E, (no visible roots = 0; dense roots throu out = max points)
~
15 Impact by agriculture, livestock, or timber production
0 - 5
0 - 4
0 - 5
4
(substantial impact =0; no evidence = max points)
16 Presence of riffle-pooUripple-pool complexes 0- 3 0- 5 0- 6 5
E (no riffles/ripples or pools = 0; well-develo ed = max points)
~ 1 ~ Habitat complexity 0- 6 0- 6 0- 6 5
(little or no habitat = 0; frequent, varied habitats = max points)
18 Canopy coverage over streambed
0-5
0-5
0-5
3
(no shadin ve etation = 0; continuous canopy = max points)
19 Substrate embeddedness NA* 0- 4 0- 4 3
(deeply embedded = O; loose structure = max)
20 Presence of stream invertebrates (see page 4) 0 - 4 0 - 5 0 - 5 4
~„~ (no evidence = 0; common, numerous es = max points)
21 Presence of amphibians 0- 4 0- 4 0- 4 1
O (no evidence = 0; common, numerous es = max points)
22 Presence offish
0 - 4
0 - 4
0 - 4
1
(no evidence = 0; common, numerous es = max points)
23 Evidence of wildlife use 0- 6 0- 5 0- 5 1
(no evidence = 0; abundant evidence = max points)
Total Points Possible 100 100 100
..:TOTAL SCORE ....(also enter on first page) 6s
* These characteristics are not assessed in coastal streams.
USAGE AID# DWQ # Site # (indicate on attached map)
07.0429
~,
1 1 °
1 ~ ~ ~ 1 STREAM QUALITY ASSESSMENT WORKSHEET '
Provide the following information for the stream reach under assessment:
1. Applicant's name: Lake Lure 2. Evaluator's name: Rebekah Newton
3. Date of evaluation: 5/1 1/2006 4. Time of evaluation: morning
5. Name of stream: UT LAKE LURE 6. River basin: Broad
7. Approximate drainage area:... 20 ac 8. Stream order: Second
9. Length of reach evaluated: 50 if 10. County: Rutherford
] 1. Site coordinates (if known): 12. Subdivision name (if any):
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):-
See Map; Site #4
14. Proposed channel work (if any): Residential Development
15. Recent weather conditions: Sunny, mid-30 to low - 70
16. Site conditions at time of visit: Sunny, cool
17. Identify any special waterway classifications known: C;Tr
l8. Is there a pond or lake located upstream of the evaluation point? No If yes, estimate the water surface area:
l9. Does channel appear on USGS quad map? No
20. Does channel appear on USDA Soil Survey? No
21. Estimated watershed land use: 85% Forested; 5% homesite and roadway, 10% Pasture
22. Bankfull width: 23. Bank height (from bed to top of bank):
24. Channel slope down center of stream: Gentle (2-4%)
25. Channel sinuosity: Occasional Bends
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points to
each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics
identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot
be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where
there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may
be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned
to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality.
Total Score (from reverse): ti1.a? Comments:
Evaluator's Signature --'~';`%~ Date ~~ 1 ~('~~
This channel evaluation form is inter ed to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USAGE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change -version 06/03. To Comment, please call 919-876-8441 x 26.
STREAM QUALITY ASSESSMENT WORKSHEET
# ECOREGION POINT RANGE
CHARACTERISTICS SCORE
Coastal Piedmont Mountain
1 Presence of flow /persistent pools in stream
0 - 5
0 - 4
0 - 5
4
(no flow or saturation = 0; strong flow = max points)
2 Evidence of past human alteration 0- 6 0- 5 0- 5 3
(extensive alteration = 0; no alteration = max points)
` 3 Riparian zone 0- 6 0- 4 0- 5 4
(no buffer = 0; Conti ous, wide buffer = max points)
4 Evidence of nutrient or chemical discharges
0-5
0-4
0-4
3
(extensive dischar es = 0; no discharges = max points)
,,a 5 Groundwater discharge 0- 3 0- 4 0- 4 4
U (no discharge = 0; springs, seeps, wetlands, etc. = max points)
,.~
6 Presence of adjacent floodplain
0-4
0-4
0-2
1
(no floodplain = 0; extensive floodplain = max points)
~ Entrenchment /floodplain access 0- 5 0- 4 0- 2 1
(deeply entrenched = 0; frequent flooding = max points)
8 Presence of adjacent wetlands 0- 6 0- 4 0- 2 0
(no wetlands = 0; large adjacent wetlands= max points)
9 Channel sinuosity 0- 5 0- 4 0- 3 2
(extensive channelization = 0; natural meander = max points)
10 Sediment input 0- 5 0- 4 0- 4 3
(extensive deposition= 0; little or no sediment = max points)
11 Size & diversity of channel bed substrate
NA*
0 - 4
0 - 5
4
(fine, homogenous = 0; large, diverse sizes = max points)
12 Evidence of channel incision or widening 0 - 5 0 - 4 0 - 5 3
~+ (deeply incised = 0; stable bed & banks = max points)
~
13 Presence of major bank failures
0 - 5
0 - 5
0 - 5
4
~ (severe erosion = 0; no erosion, stable banks = max points)
~
d
14 Root depth and density on banks.
0-3
0-4
0-5
3
E,,, (no visible roots = 0; dense roots throughout:= max points)
~
15 Impact by agriculture, livestock, or timber production
0-5
0-4
0-5
3
(substantial impact =0; no evidence = max points)
16 Presence of riffle-pooUripple-pool complexes 0- 3 0- 5 0- 6 5
~ (no riffles/ripples or pools = 0; well-developed = max points)
~
17 Habitat complexity
0-6
0-6
0-6
5
~ (little or no habitat = 0; frequent
varied habitats = max points)
,
18 Canopy coverage over streambed
0-5
0-5
0-5
3
x (no shading vegetation ° 0; continuous canopy = max points)
19 Substrate embeddedness NA* 0- 4 0- 4 3
(deeply embedded = O; loose structure = max)
20 Presence of stream invertebrates (see page 4)
0-4
0-5
0-5
4
(no evidence = 0; common, numerous types = max points)
21 Presence of amphibians 0- 4 0- 4 0- 4 0
4 (no evidence = 0; common, numerous types= max points)
4 22 Presence of fish 0- 4 0- 4 0- 4 0
~ (no evidence = 0; common, numerous types = max points)
23 Evidence of wildlife use 0- 6 0- 5 0- 5 0
(no evidence = 0; abundant evidence = max points)
Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page) 62
* These characteristics are not assessed in coastal streams.
~ ~
DATA FORM 0 7 0 4 2 Q
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual}
Project /Site: L~t4~2 ,d~a'K'~ Date:_,
Applicant /Owner: ~ County: -~
~~
Investigator: ~ ~; State:
,
Do normal circumstances exist on the site? Yes~_ No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes Nom Transect ID:
Is the area a potential problem area? Yes No_~ Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum- Indicator
1.-~ t~ ~$- 9.
2. _~ C~ L. 10.
3. _~}_ 11.
4.~~ S _~. 12.
5. _~ ~ 13.
6. ~~ IC'~yt A~. ~ 14.
7. ~ 15.
g, 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). ~~~~~~®,~~
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other Inundated
Saturated in Upper 12"
No Recorded Data Available Water Marks
Drift Lines
Field Observations: Sediment Deposits
~ Drainage Patterns in Wetlands
Depth of Surtace Water: _(in.) Secondary Indicators:
~_ Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: ~ (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: ~ (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
~~ ~
Map Unit Name
(Series and Phase)~~~~' °' `~- Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes_ No
Profile Description:
Depth Matrix Colors Mottle Colors
Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
Hydric Soil Indicators:
Histosol _ Concretions
_ Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
~ Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List
~ Reducing Conditions Listed on National Hydric Soils List
~ Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes x No
Wetland Hydrology Present? Yes ~ No
Hydric Soils Present? Yes ~ No
Remarks:
Is the Sampling Point
Within a Wetland? Yeses No,
• ~'f .-
DATA FORM
ROUTINE aNETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project /Site: ~~~~ ~'+~ Date: ~~ I ~
Applicant 1 Owner: (,~~,P~J'~'.~fQ.~'~'°I"
Investigator: ~~~t~ ~~~'~e~ d County:c~'I~
State: `f~I G
Do normal circumstances exist on the site? Yes~_ No_ Community ID:
Is the site significantly disturbed (Atypical situation)? Yes luo~_ Transect ID:
Is the area a potential problem area? Yes No a _ Plot ID:
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. c~ ~~ ~ ~.~ ~-~ 9.
2. $?®d ~dr.~~ ~ ~~- 10.
3. ~~t~ ~$-~ 11.
4. 12.
5. 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-).
~.
Remarks:
t~
HYDROLOGY
v
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
Other --~-Inundated
Saturated in Upper 12"
No Recorded Data Available ~ Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: `~ (in.) Secondary Indicators:
Depth to Free Water in Pit: ® (in.) Oxidized Roots Channels in Upper 12"
--Y~- Water-Stained Leaves
Local Soil Survey Data
Depth to Saturated Soil: ~ (in.) FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
SOILS
y !, w
Map Unit Name
(Series and Phase): ~~~ ~ _~ °' ~~'~~. Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Colors ' Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure. etc.
~~ ~~
Hydric Soil Indicators:
_ Histosol Concretions
_ Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
~. Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed On Local Hydric Soils List.
~ Reducing Conditions Listed on National Hydric Soils List '
-~ Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes ~ No Is the Sampling Point
Wetland Hydrology Present? Yes ~~ No Within a Wetland? Yeses No
Hydric Soils Present? Yes ~ No
Remarks:
1 ^ M
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project /Site: t'~~ 'P Date:~~~ d ~ ®d`~
Applicant / Ow er: ~~'~'_ @t~~9~.~'~ County: ~.t~'
Investigator: ~~~l~ ~~~`• State:
Do normal circumstances exist on the site? Yeses No Community ID:
Is the site significantly disturbed (Atypical situation)? Yes luo 9L Transect ID:
Is the area a potential problem area? Yes No_~_ Plot ID:
(explain on reverse if needed) ~~~
VEGETATION
~~ ~ ~~~ ~
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. ~~ Y'U10~ M ~ - 9.
2.x.9 d"dt;~l!1~Y1b~1 ^~Zp1~E~r~"'I[ 10.
4.1t!~6rX.9~..
)~~~- - 12.
.
5. Vg ~ddt`tdd.. ~~ 13.
6. 91r.~ 1!)'~~!A. ~_ 14.
7. ~~~ DL ?~Sdr91P~Df'd~it. ~~ ~ 15.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). = ~~~
R
Remarks: ~
~ ~ C {. ~
HYDROLOGY
Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
_ Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other Inundated
-Saturated in Upper 12"
IVo Recorded Data Available _ Water Marks
Drift Lines
Field Observations: _ Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Water: ~(in.) Secondary Indicators:
Depth to Free Water in Pit:
~" a in.) Oxidized Roots Channels in Upper 12"
Water-Stained Leaves
Depth to Saturated Soil:
~(in.) Local Soil Survey Data
FAC-Neutral Test
_ Other (Explain in Remarks)
Remarks:
SOILS
~ ~~
11Aap Unit Name
(Series and Phase): ~~~~ ~ ~~ ~' ~~° Drainage Class:
Taxonomy (Subgroup): Confirm Mapped Type? Yes No
Profile Description: ',
Depth Matrix Colors Mottle Colors' Mottle Texture, Concretions
(i
nc
hes
)
Horizon (Munsell Moist) (Munsell, Moist) Abundance/Contrast Structure. etc.
~~
®®
!pp
~°'!
P~~~ ~
Hydric Soil Indicators: ~ ,
Histosol• Concretions
_ Histic Epipedon ~ High Organic Content in Surface Layer in Sandy Soils
Sulfidic' Odor ' '. Organic Streaking in Sandy Soils
Aquic ~llloisture Regime • L' fisted On Local Hydric Soils List
Reducing,Conditiot5s Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Remarks:
No ~L Is the Sampling Point
No ~- Within a Wetland? Yes_ Nom
No ~
Lake Lure -Data Form Map
i Rutherford, NC
~
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