20080810 Ver 1_401 Application_20080508

4-
synTerra
148 RIVER STREET
SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
TO: Sir / Madam
NC Division of Water Quality
401 Wetlands Unit
1650 Mail Service Centre
Raleigh, NC 27699-1650
Ph. 919-733-1786
[phone]
FAX [phone] DENk Cdr A -:
WETLANDS AND ST O?iP?1MATER stiLA3CH
DATE: May 09, 2008
FROM: John Chastain
PROJECT NAME: Hidden River - NWP
PROJECT NUMBER: 501.09.04
LOCATION: Clay county, North Carolina
® ENCLOSED ? UNDER SEPARATE COVER
DELIVERY METHOD
? US MAIL ® UPS ? COURIER ? OTHER
ITEMS
® CHECK
? VENDOR DRAWINGS
® COPIES
? ELECTRONIC FILES
? PRINTS
? COMPACT DISC
? SAMPLES
? SPECIFICATIONS
Item No. Rev. No. Copies Description Action (*)
1 5 Nation Wide Permit 29 Application IFP
2 5 Accompanying Figures IFI

COMMENTS:
Check for $240 enclosed for the NWP Application Fee.
(*) ACTION SCHEDULE:
NET NO EXCEPTIONS TAKEN
MCN MAKE CORRECTIONS NOTED
R REJECTED
FYU FOR YOUR USE
RR REVISE AND RESUBMIT
CER ISSUED FOR CERTIFICATION
08 0810
TRANSMITTAL
r7?3PA I
MAY `
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IFA ISSUED FOR APPROVAL
IFC ISSUED FOR CONSTRUCTION
IFR ISSUED FOR REVIEW
IFI ISSUED FOR INFORMATION
IFP ISSUED FOR PERMITTING

BY:
/i
May 9, 2008
Lori Beckwith I IP
synTerra
Project Manager
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville North Carolina 28801-5006
SUBJECT: NWP 29 Application - Hidden River
To Lori,
M' D
°S?®ST???+NC.? ? p
118*c
On behalf of Harrison Development we are requesting a Nationwide Permit (NWP) 29 for Residential
Development for a project located off Lance Cove Road in Clay County, North Carolina (Figure 1).
Included with this application is a signed letter from Harrison Development which authorizes myself to
act as their agent in order to obtain the Nation Wide Permit.
Synterra performed a delineation on the entire property, but due to the time required to obtain the
Jurisdictional Determination, as we discussed on the phone, we have decided to pursue the NWP 29 for
site development activities. Figure 4 illustrates all of the Waters of the US as flagged by Synterra and
surveyed by Southern Geosystems. This is provided so that you can see how all of the tributaries and
wetlands relate to each other.
The project is known as Hidden River and involves the installation of a new road with the property being
subdivided into 61 lots, refer to Figure 6. The lots range in size from I acre to 14 acres. The new
development on the property will consist of a new road, driveways, and houses totaling approximately 4.9
acres. An existing gravel road covers approximately 1.0 acre. The total amount of impervious area
within the Hidden River development will therefore be 5.9 acres or 3.8% of the 153 acre property. The
3.8% is well below the 20% criteria for low impact development per NC DWQ. A USGS Topographic
Map (Figure 1) with the property clearly outlined is provided. Figure 2 is an Environmental Sensitivity
Map for 2007 obtained from NC DWQ with Hidden River indicated on the map. The property is located
within a Water Supply Watershed adjacent to the Hiwassee River and Passmore Branch. The property is
located in the Hiwassee River Basin as designated by the State of North Carolina, refer to Figure 3. A
Soils map (Figure 5) is provided and based on a North Carolina DOT LIDAR topographic map for Clay
County as well as the mapped soils units from the NRCS website for soil surveys.
The classification of streams was performed using the North Carolina DWQ - Stream Identification Form
Version 3.1. Five of these forms were completed and their locations are indicated in Figure 7. Streams A
and C are seasonal RPW's (or intermittent), Stream B (Passmore Branch) is a perennial RPW, and Stream
D is a non-RPW (or intermittent). On the USGS Topographic Map (Figure 1) there is a blue line stream
indicated that we did not observe in the field. There were actually two non jurisdictional upland ditches
(swales) located in this area (Figure 7). The NC Stream Identification Form (NCSIF) for this sample
point is labeled as STID D with a score of 10 which would indicate that these are ephemeral ditches. I
have included four photographs of this area for -vou to review. From the USACE stand point we did not
SynTerra • 148 River Street, Suite 220 • Greenville, South Carolina 29601 • [phone] • Fax [phone] - www.synterracorp.com
INNOVATE 148 River Street, Suite 220 Greenville, SC 29601 [phone] Fax [phone] www.synterracorp.com
USACE Asheville Regulatory Field Office
NWP Application
May 9, 2008
Page 2 of 2
see indications of an OHWM or bed and banks to provide a basis for USACE jurisdiction. No wetlands
were observed adjacent or upstream of these ditches.
Approximately 30 or more years ago a stream on the property (Stream A) was rerouted, refer to Figure 8.
Rerouting this stream affected the amount of surface and groundwater flow reaching Wetland F and
Stream D (non-RPW), which ultimately flows into the Hiwassee River (TNW). The watershed has been
reduced by approximately 63% and may explain why Stream D appeared to be more ephemeral rather
than intermittent with a NCSIF score of 17. Stream D has an OHWM, bed and banks, and is present in a
drainage way. Portions of Stream D appear to be the remains of a stream channel due to the sinuosity,
while large portions are very straight and uniform probably due to channelization.
The location of seven culvert crossings is illustrated in Figure 9. Each culvert crossing has been given a
unique identifier, CULVERT # 1 through CULVERT #7. Detailed plan views of the culvert crossings
along with their impacts are provided in Figures 10, 11, and 12. Section Views of the culvert crossings
are illustrated in Figure 13. CULVERT #1 will be an extension of the existing 36" CMP and will match
the invert of the existing pipe. At CULVERT #2 through CULVERT #7 the culverts will be imbedded
into the stream bed, by approximately 6 inches. This will allow a natural bottom to form in the culverts.
The total stream impacts would be 142 linear feet or 0.0127 acres. Refer to the Preconstruction
Notification Application for more details.
Please feel free to call me if you have any questions. I can be contacted at our office on 864-527-
4606.
Sincerely,
/Z' -z-, ? zz -
John Chastain
Senior Staff Scientist
SYNTERRA
Cc: NC Division of Water Quality
Bryan Tompkins - US Fish and Wildlife Services
David McHenry - NC Wildlife Research Commission
P:\Harrison Development. 501\09. Hidden River\04.WETLANDS\NWP APPLICATIOWHIDDEN RIVER NWP APP LT.doc
HARR1S_0N____MJ
DEVELOPMENTI?
April 9, 2008
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Real Estate Property Management • Development
The key to Greenwood Real Estate.
RE: Nationwide Permit for Hidden River, Clay County, NC
To whom it may concern:
This is to authorize John Chastain of Synterra, 148 River St., Suite 220, Greenville, SC 29601 to serve
as agent for J.D. Harrison Investments, LLC, owner of Hidden River, Hayesville, North Carolina for the
purpose of preparing and submitting the wetlands permitting and for permit discussions with the Corps of
Engineers and the State of North Carolina for the referenced project. This appointment is for this
purpose only.
Sincerely,
A9 lc??t4PO%
Jhn D. Harrison
P. O. Box 1 87 326 Montague Avenue Greenwood, South Carolina 29648
[phone] • Fax: [phone]
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 0 8 0 8 1 0
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing (-- PA I "kl
K4r
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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
1. Owner/Applicant Information A? X008
Name: Harrison Development M
Mailing Address: P. O. Box 187 A?E?`°?cN
Greenwood, SC 29648 J-Telephone Number: [phone] Fax Number: [phone]
E-mail Address: johnharrison(a?embargmail.com
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: John Chastain
Company Affiliation: Synterra
Mailing Address: 148 River St, Suite 220
Greenville, SC 29601
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jchastain(asynterracorp.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: Hidden River
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): DB 302/Page 3
4. Location
County: Clay Nearest Town: Hawesville
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Head West from the
intersection of U.S. Highway 64 and NC State Road 69 for approximately 4.5 miles
towards Murphy. Turn right on to Lance Cove Rd and head north for 1.5 miles and
turn left onto the asphalt private drive. The drive is located approximately 500 feet
from the Hiwassee River.
5. Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See attached page ON
6. Property size (acres): 153 acres
attach a sheet that
ow
7. Name of nearest receiving body of water: Passmore Branch into the Hiwassee River See
Figure 1
8. River Basin: Hiwassee. See Figure 3
(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: Undisturbed site dominated by hardwood forest and a
white pine plantation adjacent to the Hiwassee River.
Updated 11/1/2005
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: Heavy
earth moving equipment will be required for constructing the access road. This will
involve both cut and fill for the road installation. The cut and fill will be balanced as
close as possible to avoid hauling in fill material or hauling out material or stockpiling
on site.
11. Explain the purpose of the proposed work: To construct an access road for the individual
lots located with in the property. See figure 6 for road layout and lot locations.
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. No prior history with this project.
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.
No future permits for work within streams or wetlands are anticipated with this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Updated 11/1/2005
Page 3 of 9
1. Provide a written description of the proposed impacts: No impacts to wetlands will occur.
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,
senarately list imnacts due to both structure and floodinl?.
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)

Total Wetland Impact (acres) None
3. List the total acreage (estimated) of all existing wetlands on the property: 1.059 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
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
Culvert #1 Stream B2 Culvert extension Perennial 3' 4 0.0005
Culvert #2 Stream C New Culvert Intermittent 3' 55 0.0038
Culvert #3 Stream C New Culvert Intermittent 4' 43 0.0044
Culvert #4 Stream D New Culvert Intermittent 5' 10 0.0013
Culvert #5 Stream D New Culvert Intermittent 4' 10 0.0009
Culvert #6 Stream D New Culvert Intermittent 4' 10 0.0009
Culvert #7 Stream D New Culvert Intermittent 4' 10 0.0009
Total Stream Impact (by length and acreage) 142 0.0127
Updated 11/1/2005
Page 4 of 9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name
p Watee)
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)

Total Open Water Impact (acres) None
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0127
Wetland Impact (acres): None
Open Water Impact (acres): None
Total Impact to Waters of the U.S. (acres) 0.0127
Total Stream Impact (linear feet): 142
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:
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. The road and driveway
Updated 11/1/2005
Page 5 of 9
layout was changed to avoid impacts to wetlands. To minimize impacts, the cut and fill on
the site would be balanced and a road layout was chosen so that the road would cross
streams perpendicular, as depicted on Figure 9. An existing logging road runs along the
Hiwassee River but would be converted to a footpath, to provide a better riparian buffer
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 (see DWQ website for most current
version.).
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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Updated 11/1/2005
Page 6 of 9
Amount of stream mitigation requested (linear feet):
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 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 V 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
(square feet) Multiplier Required
Mitigation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Updated 11/1/2005
Page 7 of 9
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 existing impervious surface of the
existing gravel road is 1.0 acres. It is estimated that the new road, driveways and building
footprints will add 4.9 acres. The total for all impervious surfaces including the existing
gravel road will ultimately be 5.9 acres or 3.8% of the 153 acre property.
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.
Septic tanks and drain fields. Soils have already been tested in the field by a certified NC
Soil Scientist.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: Roads,
buildings and septic tanks will meet or exceed state buffers and setbacks.
Updated I I/ 112005
Page 8 of 9
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).
?S- 6 j - 2E?n8
t.`%>Gcr. ( U4? cTc-fiJ 0A,415 41,
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
SITE COORDINATES FOR LINEAR PROJECT
(PROJECT INFORMATION - ITEM NUMBER 5 OF THE APPLICATION FORM
Project Hidden River Location Clay County, North Carolina
CULVERT NUMBER LATITUDE LONGITUDE
CULVERT #1 35.066666°N 83.872222°W
CULVERT #2 35.066666°N 83.872500°W
CULVERT #3 35.065277°N 83.872500°W
CULVERT #4 35.068888°N 83.875277°W
CULVERT #5 35.068611°N 83.874720°W
CULVERT #6 35.068333°N 83.874444°W
CULVERT #7 35.068055°N 83.873888°W

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HIDDEN RIVER
LANCE COVE ROAD
Terra CLAY COUNTY, NORTH CAROLINA
HAYESVILLE & PEACHTREE, NC QUADRANGLES
148 RIVER STREET, SUITE 220 CLAY COUNTY
GREENVILLE,SOUTHCAROLINA DRAWN BY:JOHN CHASTAIN DATE: 04/10/2008
GRAPHIC SCALE
PHONE [phone] PROJECT MANAGER: JOE BARRON CONTOUR INTERVAL 50' AND 40' 1 000 0 1 000 2000
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CHIDDEN RIVER

SOURCE OF MAP:
http://h2o.enr.state.nc.us/admin/maps/counties/documents/clay.pdf
GRAPHIC SCALE
1 0 1 2 FIGURE 2
IN MILES (APPROX) ENVIRONMENTAL SENSITIVITY MAP 2007
1 RIVER STREET, SUITE 220
GREENVILE,SOUTH CAROLINA 29601 NC DIVISION OF WATER QUALITY
PHONE [phone] HIDDEN RIVER
www.synte rracorp.co m
DRAWN MNJOHN CHASTAIN AGER:JOE B DATE: 03/18/2008 LANCE COVE ROAD
PROJECT C1_ARRON CLAY COUNTY, NORTH CAROLINA
LAYOUT: FIG 2 2 NC DWQ NC DWQ CLAY CO
05'_ "n08 2:02 PM P: Rarrison Develo menL501 09. Nitltlen River 04.WETLANDS NWP APPLICATION dw NC DWQ.tl
WATAUGA
NEW
HIDDEN RIVER
HIWASSEE
NCH BROAD
SAVANNAH
YADKIN
CAPE
LUMBER
SOURCES:
Map based on North Carolina's River Basins at http://h2o.enr.state.nc.us/admin/maps/ncriverbasins3.gif County and
watershed shapefiles obtained from http://datagateway.nres.usda.gov/
L7
synTerra
GRAPHIC SCALE
25 0 25 50
IN MILES
148 RIVER STREET, SUITE 220
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone]
DRAWN BY: JCHASTAIN DATE: 03/21/2008
PROJECT MANAGER: JOE BARRON
LAYOUT: FIG 3 NC WATERSHED SMALL
FIGURE 3
NORTH CAROLINA'S RIVER BASIN MAP
HIDDEN RIVER
LANCE COVE ROAD
CLAY COUNTY, NORTH CAROLINA
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MAP HYRICSOIL PERCENT OF HYDRIC HYDRIC i/ /%;? // ii!?"? / `, ','? ?? - ?' ,??ii?/? _ _ ?N,} 1 :, 11
SYMBOL MAP UNIT NAME LAND
COMPONENT MAP UNIT FORM RATING CRITERIA
I ROSMAN FINE SANDY LOAM,O%-2%SLOPES HEMPHILL 5 DEPRESSIONS, STREAM TERRACES YES 283 F ?tll??--
1398 DELLWOODGRAVELLY FINE SANDY LOAM, O%5%SLOPES NIKWASI 5 DEPRESSIONS,FLOODPIAINS YES 2B3
JbD JUNALUSKA-8RASSTOWNCOMPLEX, 15%-30%SLOPE NO LOd
NO - lltl 1 t I I
JbE JUNALUSKA-BRASSTOWN COMPLEX, 30%-50% SLOPE
JtE JUNALUSKA-TSALICOMPLEX, 30%50%SLOPES NO GRAPHIC SCALE e e
LoD LONON LOAM, 15%-30% SLOPES NO 200 0 200 400 FIGURE 5
IN FEET
Sv13 STATLER LOAM, 1%5% SLOPES HEMPHILL 5 DEPRESSIONS, STREAM TERRACES YES 282 148 RIVER STREET, SUITE 220 NRCS SOILS MAP
SxF SYLCO-CATASKA COMPLEX NO -?I GREENVILLE, SOUTH CAROLINA 29601 HIDDEN RIVER
HYDRIC CRITERIA 71 VIP PHONE [phone]
LANCE COVE ROAD
2B3 -SOILS THAT ARE POORLY DRAINED OR VERY POORLY DRAINED AND HAVE A WATER TABLE AT A DEPTH OF 1.0 FOOT OR LESS DURING THE GROWING SEASON / r WWW.synteRBCOrp.COti1
IF PERMEABILTY IS LESS THAN 6.0 In/hr IN ALL LAYERS WITHIN A DEPTH OF 20 INCHES. DRAWN BY: JOHN CHASTAIN DATE: 02/13/2008 CLAY COUNTY, NORTH CAROLINA
SOURCES OF INFORMATION: ! e PROJECT MANAGE :JOE BARRON
SOILS INFORMATION OBTAINED FROM NRCS WEB SOIL SURVEY AT http://websoitsurvey.nres.usda.gov/app/. TOPOGRAPHIC INFORMATION OBTAINED FROM THE NC / syn LAYOUT: FIG 5 SOILS MAP
DIVISION OF HIGHWAYS AT http://ww w.nedot.org/doh/PRECONSTRUCT/highway/photo/Products/Planime}ric_maps_delault.himl 05/08/20082: 27 PM P: Harrison Develo ment.50109. Hidden River OA.WErLANDS NWP APPLICATION d BASE MAP.dw
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LNT 37` N E JURISDICTIONAL STREAM (SURVEYED)
4RNDID ?PWS w
°i5? 315 °` LOT 76 p0106/?BZ , / - - - - OHWM OF HIWASSEE RIVER (SURVEYED)
y! t / D JURISDICTIONAL WETLAND (SURVEYED)
/IFS /, 35
0779 0„4 NON-JURISDICTIONAL UPLAND DITCH
try "` WATERS OF THE US WERE FLAGGED BY SYNTERRA AND SURVEYED BY SOUTHERN GEOSYSTEMS, LTD.
LOT 40
41.5 °c \ !?
A _ , A aMC R.Lma? wE LOT 41 LOT A EXISTING GRAVEL ROAD
31.5uc
'--- 1 / L0771 --
LOT 42 \ 315 m /
_-, Lls°° p? --- /
p LOT 17 H
LOT 43 315°c 94eLIGnFR
Deaoa/ws? l
LI CC /
i
LO! 70 /
- ? , i ' / 41w0a ? I , I? NO L07 41.5
? / ? DB7°LM4NxN/F '? 1
1 T ?4 EXISTING GRAVEL ROAD ? d
o ??y
I / ? ! I aes 0' z
., / LOT 29
LOT 95 ? LOT 28
1 F - / r 31 ac V? ??OM1OO
'Awoa. MD / ?..A ° boa i a`k a?,?rd° ?pPyq? \ /
?46 NO LOT
/ \ / / ? Ca o%ux I LOTc
c"",ero° a ,
74 / I
NEW ROAD LOT 27
? ?J / F /
11 LOT 47 LIT 26 a ANNA Ln?RWARE a I f /
WRE
C, LT
N „ 1 \I5 et LO 25 \ ?\ {° A LO
/ Wg/ L uDa 3a RCx5Re 1 \ _ / I
1 4a
'LAW 1 \
- \ M1 S LOT 48 ` LOT24 LOTIO ? \ I Wf \ /
3 J 15 c. 3r ac LOTS NHGEVRT.'I/RG
LO ? DBB9/ i5 10
\ \ a ? I NO L07 T1 °t 89
v? N/F T 8
`J, Ll ec '? _ U
_ LOT 23
LOT 4B 1D HARRISON DEVELOPMENT 0° aL
zigi? I °° y DB302/PIG 3 LOT22 V LOTI I
\ e "o°¢ / 31.5 °i r? 31 °c ? 3
PC 4/ SL 316 LO' 5 31 °c 7 J 4 r
V a? _ , / A
LOT, ??..
\ \ ` ¢n LOT 50 LOT7
LOT 21 v wE 31 ±1.5 °r sr x Lot z
A
_ vEA1orv MAWlxafONA NAFIIn FRANCES KEY / ±1-
LOfe gepaUU DB305/iG raa / LOT 57 LOT 20 r? LOTI -
\ H" R?lINONLLAGE / 4T 54 I 34.5 v° 31.5 Bc t
OB41/ FG )Bfi PC](BLSi1 Lf15- LOT 58 \ . 31 °c
00 11 / / d
v vim' LOT 51
FUTURE ACCESS ROAD L°"1
or se T aRENa/`awU -$} ? EXISTING ASPHALT DRIVE
LOT i ±L55 / v 3955a le
345 L07 18 DB4/SL-2o ?
t RC .? - - - ?' / / - - LOT 59 - - - - - ?„ ?? /L4 LOT I7A
S? ;°4 \ \00000?
? LOT R? - / \
a -
o ROBERT E ASIDE ONNS VIRGINIA K ANDS N
/ _ O D
H ? LOT 16 L0712 B89/m20! \
00- ±4 Cc
?J
I \ 1 ?;
±j Cc
Ir
/ r
a,rWb / LOT 15 71
I LOT 11 :4
A N N NEW ROAD 14 Cc ti
A
- /
a.E4 ;
ZANEANDR ECEA??TIMGMV RG6& I A / ,,,bl I / / ./?
RICALLE rERS
JIMMY
L`al '
RICKY ALLEN ROGFIS
DB 114 /P 50 \ xloxtW 4FNam iu. / , ,A
\ LAS. -2-„RS
\ \ - /
%
/ ? /
WIlLi4N MYUNCE 0T 61 RDBERTEN/IN -N. L 'DE
/
8/ W 5T L4,5 °C VIRGO/ 9 ?DE?A90N %y9 - /
D9 12 r / / " / / \I DE 4T1/ v]GZ44/EL 831 / / \ \ \
1 ) E
200 GRAPHIC 5200E 400 FIGURE 6
--
_ _ /'o, - - N FEET NEW ROAD, LOT LAYOUT AND ADJACENT
/ __ ---- 148 RIVER STREET, SUITE 220 PROPERTY OWNERS MAP
/ GREENVILLE, SOUTH CAROLINA 29601
/ PHONE [phone] HIDDEN RIVER
/ WWW.synte`racorp.DDm LANCE COVE ROAD
L , ?e DRAWN BY: JOHN CHASTAIN GATE: 44/11/2008
4s)m PROJECT MANAGER: R: JOE ,DEBA RRDN CLAY COUNTY, NORTH CAROLINA
rra
LAYOUT: FIG 6 ADJACENT PROPERTY
SOURCES OF INFORMATION:
ADJACENT PROPERTY OWNERS OBTAINED FROM SOUTHERN GEOSYSTEMS NC, LTD OF BLAIRSVILLE, GEORGIA 05/06/20092:13 PM p:Hart'son Develo merrt.501 C19. Hidden River 04 WETLIND NWPAPFLICATION tlw CENT PROPERTY OWNERStlw
/ LEGEND
' ? STID E APPROXIMATE LOCATION OF STREAM
CLASSIFICATION POINT FOR NC DWO FORMS
SEE ATTACHED FORMS FOR EACH LOCATION
41
EXISTING GRAVEL ROAD .000/
1°°
looool
L? NON.IURiSDICTiC',
UPLAND DITCH
EPHEMERAL h?ry
STID E
/ STID D
STREAM D
NON-RPW
STREAM A I \
-RPW
SEASONAL
44
/ = - -
STID A ?
STREAM C
SEASONAL-RPW
STID B TID C PERENNIAL-RPW
- It,
I
,
L,"/
GRAPHIC SCALE
250 0 250 500 FIGURE 7
IN FEET
148 RIVER STREET, SUITE 220 STREAM IDENTIFICATION LOCATIONS
GREENVILLE, SOUTH CAROLINA 29601 HIDDEN RIVER
PHONE [phone]
999
wwws com LANCE COVE ROAD
PROJECT MANAGER: ANAGER: JOE E BAR
DRAWN BY-'JOHN CHASTAIN DATE: 04/11/2008 CLAY COUNTY NORTH CAROLINAVILL
BARRON ,
Tema
.So LAYOUT, FIG 7 STREAM ID
.,,/Jd 2J08130 PM P' ,, -r' [.'-i i,r nI 101109 H , ,er?(A WETIANDS,NWP APPtlCA"ION\dwg\NWP.d-
% `'? y?9sr CULVERT THAT WAS
1 BYPASSED BY THE
CURRENT WATERSHED IS F
APPROXIMATELY 17.9 ACRES f ?` Riy REROUTING OF STREAM A
APPROX. 30 YEARS AGO
it ll?I?? \
i%IIIf? A
x IN,
STREAM DWETLAND F
/ NON-RPW
REROUTING OF STREAM A
APPROXIMATELY 30 YEARS 1
AGO REDUCED WATERSHED /
BY 31 ACRES OR 63.4% / '
X
WETLAND A
/
''i /
EAM A'
\ \
SEASONAL-RPW
STREAM B
PERENNIAL-RPW
STREAM A CURRENTLY
o „ oo FLOWS DIRECTLY INTO /
PASSMORE BRANCH AND
INTO THE HIWASSEE RIVER
STREAM C
W\
SEASONAL-RP
WETLAND D
/ i WET/=ND E/' -
_ - WETLAND C / z-
1100///?/ ! l1 rill ? IIII AA\1? 1 All III ; - G??? -?
--
?_
150 GRAPHIC SCALE 300 FIGURE 8
IN FEET HISTORICAL REDUCTION OF WATERSHED
148 RIVER STREET, SUITE 220 FOR WETLAND F AND STREAM D
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone] HIDDEN RIVER
WT
OE A DATE: 03/19/2008
DRAWN BY: BV: JOHN MANAGER: J CHASTAIN
W LAYOUT: FIG 8 8 WATERSHED STREAM .com AM D LANCE COVE ROAD
PROJECT STRE CLAY COUNTY, NORTH CAROLINAVILL
WA
05/08/20082:29 PM P:\Harrison Development .501\09. Hidden River\04.WETLANDS\NWP APPLICATION\dwg\NWP.dwg
looo
LEGEND
CULVERT LOCATIONS REQUIRING A NWP 29

1
TING GRAVEL ROAD
EXISTING ? i
p
l/ol
I IONAi
N?
CULVERT #4
CULVERT #7
/ i STREAM D
NON-RPW .
NEW ROAD ??"
CULVERT #5'(
CULVERT #6
\ / STREAMA CULVERT #1
/ SEASONAL-RPW?
tip / STREAM C \ CULVERT #2,
1 / SEASONAL-RPW p 1
CULVERT #3 g°
NEW ROAD - - '" /
- .0 I /
/ .. STREAM B %
PASSMORE BRANCH)
- _- _ - _ ?ERENNIAL-RPW
GAG /
- Y
' ??? ?? \ ---- --- i? -- /
------------
1
_ I I I i; \
GRAPHIC SCALE
250 0 250 500 FIGURE 9
IN EE ET
148 RIVER STREET, SUITE220 NEW ROAD WITH CULVERT LOCATIONS
GREENVILLE, SOUTH CAROLINA 29601 HIDDEN RIVER
PHONE [phone]
SynTe RAW BY: LANCE COVE ROAD
PROJECT MANAGER ,JOE BA DATE: 04/11/2008 CLAY COUNTY NORTH CAROLINAVILL
PROJECT MANAGER:JOE BARRON
LAYOUT: FIG 9 CULVERT LOC
05/08/2008 2:28 PM P: Hartison Develo ment501 09. Hidden River\04.WERANOS NWP APPLICATION d NWP.dW
,' • CULVERT #1
LEGEND
NEW OR EXTENDED CULVERT
0 JURISDICTIONAL STREAM
® JURISDICTIONAL WETLAND
• PROPERTY LINE
44E738 fND F WATERS OF THE US WERE FLAGGED IN THE FIELD BY
SYNTERRA AND SURVEYED BY SOUTHERN GEOSYSTEM, LTD.
DELINEATION OF STREAM B
? (PASSMORE BRANCH ON
PROPERTY SIDE DOWNSTREAM
TO THE HIWASSEE RIVER
CULVERT # 2
• ` ` 7> " RCP
IMPACTS
55 If
165
? 165 ft=
EXISTING ROAD
STREAM A
SEASONAL-RPW DELINEATION OF STREAM B
PASSMORE BRANCH) ON
4, BOTH SIDES
CULVERT # 1
,4' EXTENSION OF-36" CMP
?s IMPACTS
4 If
22f2
Ar _ _ N N
w ? rh
\ \ >A I ^ `?
? I
\ ??e 1 1 G EXISTING CULVERT
Q'
88 ? l A 1 W I I I 1
_ 9? 1 I Z
I /
9 \
B
' 800 vNEW' ROAD
1 I 'Z !
r !
TgOq \ \ ?' I I ti I I l l
1g?8 \ ? ?.1 11 I
V 11 A 1
z
>gr? \ 1 11 1 I a DELINEATION OF STREAM B
11e16 1 1 PASSMORE BRANCH) ON
1 BOTH SIDES
\ 1 1 1 1
18?0 A 1
.? 1 1 1 1 1 ?
I
?'1 \I ? ? 1 11 1 11 11 1 1 / // /?
?8?q 1 1 1 ' 11 1 11 1 1 1 1 II r' ! / /
1 1 1 1 1 1 1 1 I ? r ! / / /
1 1 1 1 1 1 1 I I / I I !
1 1 1 1 1 ' I 11 1 11 1 1 1 1 I f ! rl
It /
1 1 11 I ? 1 1 1 1 1 I `\ \ ia.. /' I I I ? ! !
\ 1 1 1 1 1 1 1 I ? ?? r l I I !r r
I ! r ' 'I II , , 11 1 11 I I \ I I I I ! !
I I I I ? ?? v r l I !
? I ! I I !I % ? 11 11 11 1` I ?\ ?\ ' I I i Ir r r,
i? I ! I ? ! I ? \ \ I I I 1 1 I I
I ? ! ! I ? 1 / ? A A ? i I I I I I i
GRAPHIC SCALE
30 30 60 FIGURE 10
IN FEET 36" CULVERT ON STREAM A AND CULVERT
148 RIVER STREET, SUITE 220 EXTENSION ON PASSMORE BRANCH
GREENVILLE, SOUTH CAROLINA 29601
PHONE [phone] HIDDEN RIVER
Tema www.synterracorp.com LANCE COVE ROAD
DRAWN BY: JOHN CHASTAIN DATE: 04/11/2008
RWNBY:ANAGER:JOE STAIN RON CLAY COUNTY NORTH CAROLINA
LAYOUT: FIG SO STREAM A & B
05/08/20082:32PM P:\Harrison Development.501\09. Hidden Riven (1 APPLICATION\dw NWP.d
i I I I I
1
/r l! 1 I !r ! 1? I ? f I I I
/ r / / I I I
/J/ l? l l r r rl i I ;? ? I I I
! l ' / I 1 I I ! I I I
! / ? f 1 / I I ? I I I
?i JJ ? l 1 / +
/ ap
/
HEADWALL
CULVERT # 3
40'-42"RCP
IMPACTS
/ 43/f
193 W

LEGEND
o NEW OR EXTENDED CULVERT
0 JURISDICTIONAL STREAM
I ? t
® JURISDICTIONAL WETLAND
I I ?•?•? PROPERTY LINE
WATERS OF THE US WERE FLAGGED IN THE FIELD BY
SYNTERRA AND SURVEYED BY SOUTHERN GEOSYSTEM, LTD.
! j
I /
i
c r / l ! i / / 1 !
A r / 1 I Y I / !
/ 1 I I I I I ! 1
I I I / II 1 I
I 1 I I II I I
1 1 1 I I I I I I
I ! I I I ? I I
r I I I ; I I
I , / I I I ? f !
I I I 1 ' I I
I I I I ? I
I I I I I I
STREAM C
SEASONAL-RPW I j
I ? i I
I I
I r I ? I I I
I i I I I
I I I I ! I , I I
1 r I I !
/ r I I I /
/
WETLAND D _
511ft2
/ -- - -_
HEADWALL /
- 11g6
/
- - - WETLAND E ?$??? / 40
216 W
-- - - - - - - - - - - - -- - - - - - - - - - - - - - -
--------- ? /
------------------- -._..
- - - - - - - -- - - - - - - -
- - - - - - - - - - - - - - - --
- -
-- ----------
-- - - - - - - - - - - - - - -
40 _ ? 1 l 1 I I / / /
-- ? v V 1 1 I 1 I ! / / I // I /
\ 1 1 I I I / l l '
I 1 1 /
GRAPHIC SCALE
30 0 30 60 FIGURE 11
148 RIVER STREET, SUITE FEET 42" CULVERT ON STREAM C
220
VIP GREENVILLE, SOUTH CAROLINA 29601 HIDDEN RIVER
PHONE 86 9999
ynterracorp.com LANCE COVE ROAD
Tens RA W BY. JOHN CHASTAIN
PROJECT MANAGER: JOE RA NAGER:JOEBARRON DATE: 04/11/2008
CLAY COUNTY NORTH CAROLINA
P
1??1??'s
LAYOUT: FIG 11 STREAM C
05/08/20082:33 PM P: Harrison D-lo men[.501\09. Hidden River\04.WETLANDS NWP APPLICATION dw NWP.tl
LEGEND
® NEW OR EXTENDED CULVERT
0 JURISDICTIONAL STREAM
JURISDICTIONAL WETLAND
- ` PROPERTY LINE
\ WATERS OF THE US WERE FLAGGED IN THE FIELD BY
I \ , SYNTERRA AND SURVEYED BY SOUTHERN GEOSYSTEM, LTD.
I ? I \
CULVE T# 4 \\ \
10'-l 8" RCP
IMPACTS \ STREAM D I I T \
10 If NON-RPW \
56 fN \
EXISTING GRAVEL ROAD I I i J
'0081, - vv
. CULVERT # 5
\ \ \ \\ 10'-18" RCP
\ \ \ : \\ \ \\ \ \ \ IMPACTS'.
\ \\ \\\ \` \` \, toff 40 ft'
v vvv? vv v v vv`vv `??? ?? v?, WETLAND F
\ \\\ \\ \\ \\\\\\\` \' \? \\ I 44,7I3811
111 11VA ?v \ vv vvv v vv
I t I \ I \ ` \\ \ \\ \\ \\\ \ ? ,CULVERT#6
v v v vv v v `v v`? 10'-18" RCP
1 11 11 ?I I \ \\ \ `\ \\ \ \ \ \ \ \ \ ` IMPACTS
?? vlvvv- vv vvv v` 10/f
1\\\\I\\\ V \\\\ \?\ \\? \? ?.., 40 ft=
V? v v `y v ``v \v \`\!I \\v \vI \!II `II I` I CULVERT#7 \ 10%18" RCP v _
?? -
v `? v`I v! vi v v! I !! ! v! 1111v I o IMPACTS v -
\\ II\I!I! 111\ I off I I I 40 t t -
°o 111 1 1 1! 1! 1 I! I \?
? x;111111!111111!11vv` ? ? ? ? ?
1 ,II II!!!i11,!II?1\1\I\I\I\\\vVv,v. .A ?? ? .,
?? '111!1!`\`\\`\\\ \\ ? \ ? `i
j I I I \ \ \\ \ \\ \ \ \ \` \ \ \ \ EXISTING ASPHALT DIVE
/ i I ; 1 I \
/ I I I I ! \ \ •? \ \ \ \ \ \ \ \ ? ? .. \ ? . \? ? ? . THAT CONNECTS TO -
\ \ \ \ \ \ \ \ ` \ \ \ LANCE COVE RD
00000
\\ \ •\\\\\\ \\ .? EXISTING HOUSE \ i
/ 1 \ \ \ \ \ \ \ \ `\: %
h1
4
<0000
GRAPHIC S SALE
50 O 100
FIGURE 12
IN FEET -
148 RIVER STREET, SUITE 220 FOUR 18" CULVERTS ON STREAM D
GREENVILLE, SOUTH CAROLINA 29601 HIDDEN RIVER
PHONE [phone]
ynterracorp.com
LANCE
Terra RAW BY.,JOHN CH STAIN COVE ROAD
PROJECT MMANAGER: JOE MANAGER: JOE BARRON ADATE: 03/30/2005 CLAY COUNTY, NORTH CAROLINA
P
ll??s
LAYOUT: FIG 12 STREAM D
05/08/20082:34 PM P:\Hamison Devel men[.50109. Hidden River\04.WETLANDS\NWP APPLICATION\dwg\NWP.tl
CULVERT #2
55' OF 36" RCP
1740 1740 CULVERT #4
10'OF18"RCP

1736 1736 1724 1724

DRIVEWAY
1732 EXISTING 1732 1720 (GRAVEL) 1720
N
N? 1728 1728 1716 1716

1724 1724 1712 1712

18" CULVERT NON-RPW
1720 1720 1708 1708

17161 1 1716 NOTE:
CULVERTS #5, #6 AND #7 ARE SIMILAR IN CONSTRUCTION.
NOTE: SEE FIGURE 12 FOR PLAN VIEW.
SEE FIGURE 10 FOR PLAN VIEW.
CULVERT #3
40 OF 42" RCP
1808 1810
1804 1805

1800 1800

1796 1796

1792 EXISTING GROUND SURFACE 1792

1788 1788

1784 1784

1780 STREAM A 1780

1776 1776
1772 1772
NOTE:
SEE FIGURE 11 FOR PLAN VIEW.
NOTES:
1.) CULVERT #1 IS AN EXTENSION OF A 36" CMP AND WILL MATCH THE INVERTS OF THE EXISTING CMP
2.) CULVERTS #5, #6 AND #7 ARE SIMILAR TO CULVERT #5. CULVERT #5 IS TYPICAL OF THESE..
HORIZONTIAL SCALE 1" = 50'

"
' FIGURE 13
VERTICAL
SCALE
1
= 10
SECTION VIEWS OF STREAM CROSSIN GS

148 RIVER
STREET, SUITE
220
GREENVILLE, SOUTH CAROLINA 29601 HIDDEN RIVER
PHONE [phone]
WSyMerraC
m
LANCE COVE ROAD
s
mTe STAI
RA
HASTAIN GATE: 04/14/2008
WNBYA
RA

CLAY COUNTY NORTH CAROLINA
,
) P
PROJECT MANAGER: JOE 84RRON
MANAGER:
LAYOUT: FIG 13 (SECTIONS)
05/08/20082:24 PM P: Haffl o 0evel mem.501 09. Hidden Rlw 04.WERANDS NWP APPLICATION d CTION VIEWS.

NEW ROAD

DRIVEWAY
(ASPHALT)

36" CULVERT

STREAM A

SEASONAL-RPW
EXISTING
?

N EW ROAD

.

.
i
.

42" CULVE RT

SEAS
? ONAL-RPW

?
NE W DRIVEWAY

S TREAM D

North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
I Date:2007-11-29 Project:HIDDEN RIVER Latitude: 350 4' 63" I
Evaluator: JOHN CHASTAIN Site: STID A Longitude: 820 52' 63
LORENE LEUNER
Total Points: Other PEACHTREE
Stream is at least intermittent 2 2 County: CLAY
if z 19 or perennial if >- 30 e. g. Quad Name: HAYESV I LLE
A. Geomor holo (Subtotal= 12 ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
_
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3
° Man-made ditches are not rated; see discussions in manual
R H%Arnlnnv tGi ihtntA = 4 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- d or growing season 0 1 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
C Rininnv (Suhtotni = 6 1
20b. Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians _ 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Sketch:
Notes: (use back side of this form for additional notes.)
Continuous bed & bank with large Rosebay
rhododendron along bank. Bed sloped about
20% with a sandy, gravelly cobbled substrate.
Located near SAR26 on Stream A.
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
I Date:2007-11-29 Project:HIDDEN RIVER Latitude: 350 4' 63"
Evaluator: JOHN CHASTAIN Site: STID B Longitude: 820 52' 63"
LORENE LEUNER
Total Points: Other PEACHTREE
Stream is at least intermittent 2 0 . 5 County: CLAY
ifa19or erennialif>_30 e. g. Quad Name: HAYESVILLE
A. Geomorphology (Subtotal= 8 • 5 ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3
a Man-made ditches are not rated; see discussions in manual
R W%ifgrnlnnv (Qi ih+n4a1 = 8 )1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growing season 0 1 2 3

16. Leaflitter _
1.5
1
0.5
0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) D 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes =15
r^ Rinlnnv /Ci ihtntni = 4 1
20b. Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1.5
29 b Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
- Items 20 and 21 tocus on the presence OT uplana plants, nem Zy Tocuses on me presence or aquatic VI weuanu pimps.
Sketch:
Notes: (use back side of this form for additional notes.)
Located downstream of Wetland C at SCL1. Stream
bed has a sandy substrate with large Rosebay
rhododendrons growing along the bank. Channel
had about a 5% slope in this area.
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
I Date: 2 0 0 7 -11- 2 9 Project: H I DDEN RIVER Latitude: 3 5° 4' 6 3"
Evaluator: JOHN CHASTAIN Site: STID C Longitude: 82° 52' 63
LORENE LEUNER
Total Points: Other PEACHTREE
Stream is at least intermittent 2 5 . 5 County: CLAY
ifz 19 or perennial if z 30 e.g. Quad Name: HpyESVILLE
A. Geomorphology (Subtotal= 11 ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 2 3
4. Soil texture or stream substrate sorting 0 1 2' 3
5. Active/relic floociplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3
° Man-made ditches are not rated; see discussions in manual
R 1-Ivitrnlnnv !G ihtntnl = 7
14. Groundwater flow/discharge 0 1 2 3'
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growing season 0 1 2 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0` 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0; 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
(: Rinlnnv /Si ihtntal = 7 . 5 1
20b. Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1.5
29 b. Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
" Items 20 and 21 focus on the presence of upland plants, Item 29 tocuses on the presence or aquatic or wetiana plants.
Sketch:
Notes: (use back side of this form for additional notes.)
Located just upstream of Wetland D and E at SCL15.
Large stand of Rosebay rhododendron adjacent to
Wetland D. Substrate is of a finer texture
with clays and silt. Stream flattens out in
is area, probably arouna 'J$' or less.
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
I Date:2007-11-29 Project: HIDDEN RIVER Latitude: 35° 4' 63"
Evaluator: JOHN CHASTAIN Site: STID D Longitude: 82° 52' 63
LORENE LEUNER
Total Points: Other PEACHTREE
Stream is at least intermittent 10 County: CLAY
ifz 19 or perennial ifz 30 e.g. Quad Name: HAYESVILLE
A. Geomorphology (Subtotal = 6 . 5 ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3,
Man-made ditches are not rated; see discussions in manual
R hlvrlrnlnnv !Ci ihtntni = 2 1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel - d or growing season 0 1 2<
- 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
C Rinlnnv tSuhtntal = 1 . 5 1
20b. Fibrous roots in channel 3 2 1 "l
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 _ 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1.5
29 . Wetland plants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants.
Notes: (use back side of this form for additional notes.)
Sketch:
Two ephemeral channels located where a thin
solid blue stream is located on the Peachtree
Quad Sheet. Hydric soils were not observed.
Typical color was 10YR 3/3 and were of a
si y loam with numerous roots present.
North Carolina Division of Water Quality - Stream Identification Form; Version 3.1
I Date: 2 0 0 7 -11- 2 9 Project: HIDDEN RIVER Latitude: 3 5° 4' 6 3"
Evaluator: JOHN CHASTAIN Site: STID E Longitude: 82° 52' 63
LORENE LEUNER
Total Points: Other PEACHTREE
Stream is at least intermittent 16 . 5 County: CLAY e.g. Quad Name: HAYESVILLE
if ? 19 or perennial if >- 30
A. Geomorphology (Subtotal = 8 . 5 ) Absent Weak Moderate Strong
1a. Continuous bed and bank 0 1 2 3
2. Sinuosity 0 1 2 3
3. In-channel structure: riffle-pool sequence 0 1 2 3
4. Soil texture or stream substrate sorting 0 1 2 3
5. Active/relic floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Braided channel 0 1 2 3
8. Recent alluvial deposits 0 1 2 3
9 a Natural levees 0 1 2 3
10. Headcuts 0 1 2 3
11. Grade controls 0 0.5 1 1.5
12. Natural valley or drainageway 0 0.5 1 1.5
13. Second or greater order channel on existing
USGS or NRCS map or other documented
evidence.
No = 0
Yes = 3
° Man-made ditches are not rated; see discussions in manual
R Wwrirnlnmi (Qi ih+n+!al = 5.5
1
14. Groundwater flow/discharge 0 1 2 3
15. Water in channel and > 48 hrs since rain, or
Water in channel -- dry or growing season 0 1 2' 3
16. Leaflitter 1.5 1 0.5 0
17. Sediment on plants or debris 0 0.5 1 1.5
18. Organic debris lines or piles (Wrack lines) 0 0.5 1 1.5
19. Hydric soils (redoximorphic features) present? No = 0 Yes = 1.5
C Rinlnnv (Suhtntal = 2 . 5 1
20 . Fibrous roots in channel 3 2 1 0
21 . Rooted plants in channel 3 2 1 0
22. Crayfish 0 0.5 1 1.5
23. Bivalves 0 1 2 3
24. Fish 0 0.5 1 1.5
25. Amphibians 0 0.5 1 1.5
26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5
27. Filamentous algae; periphyton 0 1 2 3
28. Iron oxidizing bacteria/fungus. 0 0.5 1 1.5
-Y9 T'. Wetland plants in streambed FAC = 0 .5, FACW = 0.75; OBL = 1.5 SAV = 2.0; Other = 0
- Items 2U and 21 focus on the presence of upland plants, item za tocuses on the presence or aquauc or weoano plains.
Sketch:
Notes: (use back side of this form for additional notes.)
Sample location is in the section of Stream D which
has the least ephemeral characteristics. This may be
the remains o a small stream from 30 years or more
age. The hydrology has been altered by -the rerouting
of Streams A & C directly_to Passmare Branch.

Typical relatively flat area up gradient from the gravel road located adjacent to the
1 Hiwassee River. The two ephemeral channels discharge onto this flat area without
discernable channels to carry flows to the Hiwassee River.
P:\Harrison Development.501\09. Hidden River\04.WETLANDS\NWP APPLICATION\NCDWQ STREAM IDENTIFICATION\STID D\STID D
PHOTOGRAPHS.doc
3 I The southern most ephemeral channel looking uphill into hardwood forest. '
The northern ephemeral channel as it extends into a hardwood forest.
P:\Harrison Development.501\09. Hidden River\04.WETLANDS\NWP APPLICATION\NCDWQ STREAM IDENTIFICATION\STID D\STID D
PHOTOGRAPHS.doc