20060043 Ver 1_401 Application_20060105

cos, stem
PROGRAM
MEMORANDUM:

TO: Cyndi Karoly
FROM: Wyatt Brownujo
SUBJECT: Permit Application- Briles Site Stream & Buffer Restoration
DATE: 1-05-06
Attached for your review are 2 restoration plans and 1 PCN for the Briles Site in Randolph
County. Please feel free to call me with any questions regarding this plan (715-1616). We will
also send 1 copy to the Winston-Salem Regional Office.
Thank you very much for your assistance.
attachment: Restoration Plan (2 originals)
Rlftx
JAN o 5 j,!I
666
a?N1?
"14Qj .rrc-hcrr.
E _
North Carolina Ecosystem Enhancement Program, 1652 Pail Service Center, Raleigh, NC 27699-1652 1 919-715-4476 / www.nceep.net

Office Use Only: Form Version October 2001
20 0 60 0 4 3
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather, than
leaving the space blank.
1.
II.
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 27
3.
4. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
5. If payment into the North Carolina Wetlands Restoration Program or
mitigation of impacts (see section VIII - Mitigation), check here: LL?S
JAN 0
Applicant Information
5 Z006
DENR _ W,
1. Owner/Applicant Information arvoSauQST
TA
ft'
Name: NC Ecosystem Enhancement Program
Mailing Address: 1652 Mail Service Center Raleigh, NC 27699-1619
Telephone Number: 919-715-1616 Fax Number: 919-715-2219
E-mail Address: [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12

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: Briles Site Stream & Restoration Proj
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): _
4. Location
County: Randolph Nearest Town: Trinity, (See Map)
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Southeast of Ross Wood Rd &
Pleasant Grove Rd (See Map).
Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Pastureland Woodland
7. Property size (acres): 87 ac
8. Nearest body of water (stream/river/sound/ocean/lake): Jackson Creek
9. River Basin: Yadkin
(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/.)
Page 6 of 12

10. Describe the purpose of the proposed work: Stream & Buffer Restoration
11. List the type of equipment to be used to construct the project: Track Hoes, loaders
12. Describe the land use in the vicinity of this project: Forest, Agriculture-crops, pasture
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.
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:
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12

1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.36ac
Total area of wetland impact proposed: 0.00
2. Stream Impacts, including all intermittent and perennial streams (SEE PLANS)
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., wwtiv.tooozone.com,
www.mapgtiest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 2628 FT.
Page 8 of 12
.r:
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.):
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.
_SEE PLAN
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.
Page 9 of 12

USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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/newetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
SEE PLAN
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12

IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
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
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 (DWQ Only)
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.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
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 1.5
Total
* Zone 1 extends out 30 feet perpendicular trom near bank of channel; Lone [ extenas an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both 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.
XII. Sewage Disposal (DWQ Only)
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.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact permit application?
Yes ? No N
XIV. 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).
J_ Y-06
ApplicaXlt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
i

Office Use Only: Form Version October 2001
2a o sa o ?
USACE Action ID No. DWQ No. 3
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 27
3.
4. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
5. If payment into the North Carolina Wetlands Restoration Program "Dr
mitigation of impacts (see section VIII - Mitigation), check here: OV@19,
II. Applicant Information JAN 0 5 2006
wu6i - w"T6R 4 Ai y
1. Owner/Applicant Information ?oSTO?,,? eR?
Name: NC Ecosystem Enhancement Program
Mailing Address: 1652 Mail Service Center Raleigh, NC 27699-1619
Telephone Number: 919-715-1616 Fax Number: 919-715-2219
E-mail Address: [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
0
III. Project Information
9.
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: Briles Site Stream & Restoration Proj
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): -
4. Location
County: Randolph Nearest Town: Trinity, (See Map)
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): Southeast of Ross Wood Rd &
Pleasant Grove Rd (See Map).
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Pastureland Woodland
7. Property size (acres): 87 ac
8. Nearest body of water (stream/river/sound/ocean/lake): Jackson Creek
(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/ma]2s/.)
River Basin: Yadkin
Page 6 of 12
l4
11. List the type of equipment to be used to construct the project: Track Hoes, loaders
12. Describe the land use in the vicinity of this project: Forest, Agriculture-crops, pasture
10. Describe the purpose of the proposed work: Stream & Buffer Restoration.
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.
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:
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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.
Page 7 of 12

1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.aov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.36ae
Total area of wetland impact proposed: 0.00
2. Stream Impacts, including all intermittent and perennial streams (SEE PLANS)
Stream Impact
Site Number
indicate on ma)
Type of Impact* Length of
Impact
linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.iisas.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapgtjest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 2628 FT
Page 8 of 12
4
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. 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.):
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.
SEE PLAN
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.
Page 9 of 12
l?
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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.en-r.state.nc.us/ncwetlands/strrnp,ide.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.
SEE PLAN
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at hq://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
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
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 (DWQ Only)
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
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 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12

If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both 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.
XII. Sewage Disposal (DWQ Only)
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.
XIII. Violations (DWQ Only)
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. 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).
J_ Y-06
Applicait/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
n A (
Briles Site
Randolph County, North Carolina
Stream Restoration Plan
Contract No. EW-02040S
State Project No. 020591001
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DElvn - VVATEN - I .
WETLANDS AND STORMWATER BRANCH
KCI
ASSOCIATES OF
NORTH CAROLINA, PA
Prepared by: KCI Associates of North Carolina, P.A.
Landmark Center II, Suite 220
4601 Six Forks Road
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
Project Manager: Gary Mryncza, PH
Email: Rmryncza(a-)
,kci.com
i
i
i
i Restoration Report Briles Site, Randolph County, NC
i EXECUTIVE SUMMARY
i The North Carolina Department of Transportation (NCDOT) initiated the Briles Site Stream
i Restoration Feasibility Study in April 2003 to evaluate the feasibility of restoring two unnamed
tributaries to Jackson Creek (UTJCI and UTJC2). The purpose of the mitigation project would be to
compensate for unavoidable stream and buffer impacts in the Yadkin River Basin. With the creation
of the North Carolina Ecosystem Enhancement Program (EEP), this project was shifted to this new
i agency for completion.
- The project site is part of an 87-acre parcel owned by Mr. and Mrs. Kenneth Briles that is located
- southeast of the intersection of Ross Wood Road and Pleasant Grove Road in Trinity, Randolph
County, North Carolina. The primary land uses on the property include rangeland (pasture), a chicken
i hatchery, and forest. UTJC 1 is a first order (becomes second order at the confluence with UTJC2)
i perennial stream that flows south/southeast through the subject property before joining Jackson
Creek. UTJC2 originates from a forested area in the northwestern portion of the subject property, and
then flows southeast through a horse pasture before connecting with UTJCI. The project reaches are
located within the USGS Hydrologic Unit 03040103, in a non-targeted portion of the NC Division of
Water Quality (NCDWQ) Priority Sub-basin 03-07-09.
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Significant portions of UTJCI and UTJC2 within the project site have been degraded due to poor
grazing management and the removal of riparian vegetation. The stream channel in several locations
has been straightened to increase the area available for grazing and cultivation.
Coordination with the landowner was conducted to identify current and planned land use
requirements associated with the project site. A Rosgen Level III assessment and qualitative stream
stability evaluations were conducted to characterize existing stream conditions and determine the
potential for restoration. Further, the presence of conditions or characteristics that have the potential
to constrain restoration activities on the project site was evaluated.
Reference reach studies of an unnamed tributary to Back Creek, an unnamed tributary to Richland
Creek, and an unnamed tributary to Fisher River, all in nearby watersheds were conducted. A rain
gage, stream gages and scour chains were installed on UTJCI in the project site to evaluate flows and
sediment transport. From sediment transport modeling, a design shear stress was established for the
anticipated gradation of the relocated streambed. Based on the reference reach surveys and sound
geomorphic principles, the proposed mitigation stream alignment, profile and typical cross sections
were developed.
The stream restoration plan proposes constructing 1,446 feet of meandering channel using a Priority
Level II approach. The restoration will establish a bankfull channel with a new floodplain, a channel
bed at its existing level in an existing gravel layer, and the cross section dimensions necessary to
provide stable flow maintenance and sediment transport. The remaining 362 linear feet of UTJC 1 and
all of UTJC2 (820 linear feet) will be restored and enhanced using a Priority Level III approach. This
strategy would involve restoring the stream generally within the existing stream corridor/belt width
through adjustments to the stream dimension and profile. UTJCI will be restored to Rosgen stream
types C4 and B4c and UTJC2 will be restored to Rosgen stream types B4c/5c. Multiple stream types
are necessary because the valley shape and slope change through the project site. A minimum width
50-foot buffer will be provided on both sides of the proposed channel. This buffer will be enclosed
by exclusion fence, have two stable stream crossings, and a re-vegetation plan. This re-vegetation of
the conservation easement will consist of shrubs on the stream channel banks and woody plantings on
the floodplain within the exclusion fencing.
Restoration Report Briles Site, Randolph County, NC
TABLE OF CONTENTS
1.0 Introduction ................................................................................................................................ I
1.1 Project Description ............................................................................................................. 1
1.2 Project Goals and Objectives .............................................................................................. 1
2.0 Project Site Location ..................................................................................................................1
2.1 General Description ............................................................................................................ 1
2.2 USGS and NCDWQ River Basin Designations .................................................................. 1
2.3 NCDWQ Surface Water Classification .............................................................................. 3
3.0 Watershed Characterization ......................................................................................................3
3.1 General Description ............................................................................................................ 3
3.2 Drainage Area .....................................................................................................................3
3.3 Land Use and Development Potential ................................................................................. 3
3.4 Historic Resources .............................................................................................................. 3
3.5 Cultural and Archaeological Resources ............................................................................. 7
3.6 Effect on Natural Resources ............................................................................................... 7
4.0 Existing Conditions Assessment ................................................................................................ 8
4.1 General Site Description ..................................................................................................... 8
4.2 Geology and Soils ............................................................................................................. 10
4.3 Existing Riparian Buffer and Natural Communities ......................................................... 10
4.4 Existing Stream Characterization ..................................................................................... 10
4.4.1 Morphological Description .................................................................................. 10
4.4.2 Stability Assessment ............................................................................................ 11
4.5 Constraints ........................................................................................................................ 12
4.5.1 Hazardous Materials ............................................................................................ 12
4.5.2 Utilities and Easements ........................................................................................ 12
4.5.3 Hydrologic Trespass ............................................................................................ 12
5.0 Reference Reach Analysis ........................................................................................................14
6.0 Restoration Design ...................................................................................................................18
6.1 Stream ...............................................................................................................................18
6.2 Riparian Buffers ................................................................................................................ 20
7.0 Sediment Transport Analysis ..................................................................................................31
7.1 Competency ...................................................................................................................... 31
7.2 Capacity ............................................................................................................................ 32
8.0 Flooding Analysis ......................................................................................................................32
9.0 Monitoring and Evaluation .....................................................................................................33
9.1 Duration ............................................................................................................................ 33
9.2 Reporting .......................................................................................................................... 33
9.3 Stream Stability .................................................................................................................33
9.3.1 Dimension ............................................................................................................33
9.3.2 Pattern ..................................................................................................................33
9.3.3 Profile .................................................................................................................. 34
11
Restoration
Briles Site, Randolph County, NC
9.3.4 Bed Materials ...................................................................................................... 34
9.4 Photographic Reference Points ......................................................................................... 34
9.4.1 Cross Section Reference Points ........................................................................... 34
9.4.2 Longitudinal Photograph Reference Points ......................................................... 34
9.4.3 Additional Photograph Locations ........................................................................ 34
9.5 Bank and Riparian Vegetation Monitoring ....................................................................... 34
References .................................................................................................................................. 35
FIGURES
Figure 1. Vicinity Map ................................................................................................................ 2
Figure 2. Project Watershed ....................................................................................................... . 4
Figure 3. Soils .............................................................................................................................. 5
Figure 4. Land Use/Land Cover .................................................................................................. 6
Figure 5. Existing Conditions ..................................................................................................... 9
Figure 6. Reference Reach - UT to Back Creek ........................................................................ 15
Figure 7. Reference Reach - UT to Richland Creek ................................................................. 16
Figure 8. Reference Reach - UT to Fisher River ....................................................................... 17
Figure 9. Restoration Type and Extent ...................................................................................... 19
PLAN SHEETS
Plan Sheet 1. Title Sheet ................................................................................................................. 23
Plan Sheet 2. Typical Details: Stabilization ..................................................................................... 24
Plan Sheet 2A. Typical Cross Sections ............................................................................................... 25
Plan Sheet 4. Plan and Profile .......................................................................................................... 26
Plan Sheet 5. Plan and Profile .......................................................................................................... 27
Plan Sheet 5A. Plan and Profile .......................................................................................................... 28
Plan Sheet 8. Planting Plan .............................................................................................................. 29
Plan Sheet 9. Planting Plan .............................................................................................................. 30
TABLES
Table 1. Summary of Existing Channel Morphology ............................................................... 10
Table 2. Summary of Design Constraints ................................................................................. 13
Table 3. Property Ownership History ....................................................................................... 13
Table 4. Priority Levels of Incised River Restoration .............................................................. 21
Table 5. Morphological Design Criteria ................................................................................... 22
APPENDICES
Appendix A. Historic Aerial Photographs
Appendix B. Cultural Resources Review
Appendix Ba. Wetland Data Sheets
Appendix C. Site Photographs
Appendix D. Existing Conditions (Streams)
Appendix E. Reference Reach Data
Appendix F. Sediment Transport
iii
Restoration Plan Briles Site Randolph Co NC
1.0 INTRODUCTION
The North Carolina Department of Transportation (NCDOT) initiated the Briles Site Stream Restoration
Feasibility Study in April 2003 to evaluate the feasibility of restoring two unnamed tributaries to Jackson
Creek (UTJCI and UTJC2). The purpose of the mitigation project would be to compensate for unavoidable
stream and buffer impacts in the Yadkin River Basin. With the creation of the North Carolina Ecosystem
Enhancement Program (EEP), this project was shifted to this new agency for completion.
1.1 Project Description
The EEP intends to utilize the Briles Site for a comprehensive restoration of the streams and their woody
corridors. This restoration plan presents detailed information regarding the existing site and watershed
conditions, the morphological design criteria developed from selected reference reaches, and the project
design parameters based upon natural channel restoration methodologies.
1.2 Project Goals and Objectives
The goals and objectives of the Briles Site Stream Restoration Project are to:
¦ Restore a stable channel morphology that is capable of moving the flows and sediment provided by its
watershed;
¦ Improve water quality and reduce land and riparian vegetation loss resulting from lateral erosion and bed
degradation;
¦ Improve aquatic habitat with bed variability and the use of in-stream structures; and,
¦ Preserve portions of the drainage that currently function as a stable riverine environment.
2.0 PROJECT SITE LOCATION
2.1 General Description
The project site is part of an 87-acre parcel owned by Mr. and Mrs. Kenneth Briles that is located southeast of
the intersection of Ross Wood Road and Pleasant Grove Road in Trinity, Randolph County, North Carolina
(Figure 1). UTJC 1 is a first order (becomes second order at the confluence with UTJC2) perennial stream that
flows south/southeast through the subject property before joining Jackson Creek. UTJC2 originates from a
forested area in the northwestern portion of the subject property, and then flows southeast through a horse
pasture before connecting with UTJCI.
The primary land uses on the property include rangeland (pasture), a chicken hatchery, and forest. A private
residence is also located in the northeast portion of the subject property, along with several other
agriculture/livestock related structures.
2.2 USGS and NCDWQ River Basin Designations
The project reaches are located within the USGS Hydrologic Unit 03040103, in a non-targeted portion of the
NC Division of Water Quality (NCDWQ) Priority Sub-basin 03-07-09.
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Figure 1. Vicinity Map Briles Site
Project Reach N
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4000 0 4000 Feet
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Restoration Plan Briles Site, Randolph, Co., Iv'C
2.3 NCDWQ Surface Water Classification
The NCDWQ assigns surface waters a classification in order to help protect, maintain, and preserve water
quality. Jackson Creek, from its source (NCDWQ Stream Index Number 13-2-2), is designated a "C" usage
classification (NCDENR, 2002). Therefore, both tributaries in the subject property carry this classification.
Class "C" is a baseline water quality classification, intended to protect water resources for fishing, wildlife,
fish and aquatic life propagation and survival, agriculture, and secondary recreation. Secondary recreation
includes wading, boating, and other uses involving human body contact with water where such activities take
place in an infrequent, unorganized, or incidental manner. There are no restrictions on watershed
development or types of discharges.
3.0 WATERSHED CHARACTERIZATION
3.1 General Description
The project site is located in a rural setting within the Carolina Slate Belt ecoregion of the Piedmont
physiographic province. Site topography is characterized as rolling to hilly with elevations ranging from 600
feet above mean sea level (AMSL) to 795 feet AMSL. The elevation change along UTJCI falls from
approximately 640 feet AMSL at the upper part of the site to approximately 630 feet AMSL at the lower end
of the project, a longitudinal valley distance of 1,710 feet (0.6 % mean valley slope).
3.2 Drainage Area
The total drainage area of the project reaches (UTJC 1 and UTJC2), at the downstream limits, is 0.68 square
- miles (See Figure 2. Project Watershed). The UTJC1 drainage extends northwest to Pleasant Grove Road. At
the point that UTJC 1 crosses under Ross Wood Road, the stream drains approximately 0.51 square miles. An
additional 0.17 square miles drains to UTJCI at the point where the project reach terminates. The UTJC2
• catchment (0.11 square miles) is included as part of this additional drainage. The soil types of the watershed
- are presented in Figure 3 (Soils).
• 3.3 Land Use and Development Potential
a An Anderson Level I classification indicates that the contributing drainage area is dominated by forest (72%
• land use/land cover (Figure 4. Land Use/Land Cover). The remaining area consists of rangeland (13%),
agriculture (12%), and urban (2%) land use. The Citizen Guide to Land Development of Randolph County
indicates that the zoning of the Briles Site is under the code L1 (light industrial) and RA (residential
- agricultural). Light industrial zoning is defined as light industrial warehousing, distribution, and sales of
. large-item products. Residential agricultural zoning is for low-density residential developments and minor
subdivisions. Development pressures are low in the areas around the Briles property.
3.4 Historical Resources
i
Historic aerial photographs were obtained from the Randolph County Natural Resources Conservation
Service (NRCS) office to provide an additional tool to assess the existing site conditions. The intent of the
review was to understand the chronology of landscape changes and aid in the evaluation of the site and the
development of an appropriate restoration strategy. Aerial photographs of the site were obtained for 1937,
1957, and 1966 (Appendix A).

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8

UTJC2

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Figure 2. Project Watershed Briles Site
Project Reach N
Streams
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?IeIen ® Drainage Area 0.62 Sq. Miles 800 o 800 Feet
UTJC1 - 0.51 Sq. Miles "M MMMMMMMEENI
PROGRAM UTJC2 - 0.11 Sq. Miles
Soa-ce: Demon USGS 7.5'Topographic Quadrangle

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Wynott-Wilkes Poindexer Complex 400 0 400 feet
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Agriculture Project Reach
M Forest Streams N
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S,)w(c. 1998, 1"101Phulug) aph,-Randolph C>imn GISI>rparn , a
Restoration Plan Briles Site, Randolph, Co., NC
In the 1937 photograph, the northern portion of the property is forested. This includes the area currently
utilized for the chicken houses and the dirt/gravel access road. The surrounding areas consist of
agriculture and rangeland (pasture).
- In the 1957 photograph, the forested area in the northern portion of the property has been cleared. No
other changes were documented.
- There are no visible changes on the subject property or surrounding areas in the 1966 aerial photograph.
There were no significant changes in the stream pattern or valley in any of the historic aerial photographs.
• Therefore, any alterations to the stream channel occurred prior to 1937. Further, no evidence of land
disturbing activities was documented on the subject property during this period.
3.5 Cultural and Archaeological Resources
To evaluate the presence of significant cultural resources on the subject property and the potential that the
- proposed project would impact them, KCI requested a formal review at the North Carolina Department of
. Cultural Resources, State Historic Preservation Office (SHPO). No historic preservation sites nor sites of
archeological importance were noted on the Briles Property (See Appendix B).

- 3.6 Effect on Natural Resources (RTE)
Rare, Threatened, or Endangered Species (RTE)
KCI reviewed topographic quadrangles at the North Carolina Natural Heritage Program (NCNHP) in April
2003 to identify the presence of rare species, critical habitats, and priority natural areas on the project site and
to determine the potential impact of the proposed project on these resources. This review did not indicate the
potential presence of protected species or suitable habitats within the project area.
. A formal review by the NCNHP was requested on May 7, 2003. In their Findings Letter, the NCNHP
indicated no record of these occurrences within a one-half mile radius of the project site. In addition to the
NCNHP review, a field investigation did not identify any protected species or suitable habitats within the
project area.
Wetlands
- A review of the Denton, North Carolina National Wetland Inventory (NWI) Map identified no wetlands
.? within the project study area; however one wetland area was identified during the feasibility assessment.
The approximate boundaries of an existing wetland area (WET1) were mapped using non-survey grade
Global Positioning System (GPS). WET1 is approximately 0.36 acres and is located southwest of the
confluence of UTJC1 and UTJC2. Soils were classified as a Wehadkee variant with redoximorphic features
occurring between six (6") and fifteen inches (15"). Water was ponded at the surface and additional
hydrologic inputs were occurring from seeps on the western periphery of WETI. Broad-leaved arrowhead
(Sagitaria latifolia), soft rush (Juncus effuses), tag alder (Alnus serrulata), silky willow (Salix sericea), Lurid
sedge (Carex lurida), broad-leaved cattail (Typha latifolia), and multiflora rose (Rosa multiflora) were
identified in WET1. (See Appendix Ba).
The WET1 area will be preserved as part of the Briles Site restoration project. It is enclosed within the
boundaries of the conservation easement. No construction work will be performed in this sensitive area.
Restoration Plan Briles Site, Randolph, Co., NC
4.0 EXISTING CONDITIONS ASSESSMENT
A site field assessment was conducted in April 2003 to document existing conditions and evaluate the
potential for stream and riparian buffer restoration. Observations and collected data are described below,
illustrated in Figure 5 Existing Conditions and documented in site photographs (Appendix C). The site was
revisited from April to December, 2004 several times to take further measurements, to install a rain gage and
• stream gages, to sample the stream bed, and several times to collect hydrology data from the instruments.
4.1 General Site Description
•
The Briles Site consists of two unnamed tributaries to Jackson Creek (UTJCI and UTJC2). UTJCI is a first
order perennial stream that flows onto the project site through two culverts under Ross Wood Road at the
northern property boundary. The upstream portion of UTJCI can characterized as an over wide, degraded
reach with extensive bank erosion as a result of poor grazing management and the absence of riparian
vegetation. The stream was classifies as an incised "B4" or "G4c" type throughout this reach.
•
Approximately 500 feet downstream, the channel pattern and dimension changes. UTJCI begins to meander
for approximately three wavelengths with the low flow channel becoming narrower and the banks sloping
• gently into a small floodplain feature and then into the adjacent terrace. The stream flows through a wire
fence and a small rock dam before continuing in a southeast direction through a constriction under a
• concrete/steel bridge crossing. Livestock cannot access UTJCI below the concrete bridge crossing.
Subsequently, the bank conditions improve somewhat with increased vegetative cover. The reach
. immediately below the bridge has been straightened and is incised. Bed degradation and toe erosion are
present and several bedrock outcrops were noted throughout this reach.

A pond, approximately 0.8 acres in size, exists adjacent to the right (west) bank of UTJCI in the middle
• section of the project reach. The landowner stated that the pond was excavated in 1998. The pond berm
• (core) slopes toward the right (west) side of UTJC I. It appears that spoil material from the pond excavation
was permanently stockpiled on the terrace adjacent to the right stream bank. In addition, a small berm
parallels UTJC 1 along the left (east) stream bank. This berm is evident in the surveyed cross sections. The
® stream classifies as an incised "E4" type in this reach.
• The channel begins to transition below the confluence with UTJC2. It becomes wider with additional flood-
prone area above the bankfull elevation (low bench). Woody vegetation is sporadically located on the stream
banks throughout this segment. The stream has several small debris jams and a small lateral inflow enters
• from the left (east) side of UTJCI. The low bench that was prominent in the upper part of this reach shifts
i into near vertical banks of a wider channel downstream of the confluence. This adjustment extends to the end
of the project reach, which is marked by the remnants of a stonewall dam.

• UTJC2 is a smaller, steeper stream beginning in the northwest portion of the subject property. The stream
flows in a southeast direction for approximately 840 feet before joining UTJCI. UTJC2 exhibits
- characteristics typical of a "135c" stream type. "135c" streams are moderately entrenched and sinuous (> 1.2)
with width-to depth ratios greater than twelve (12). This stream type is generally stable when dense riparian
area is present, however past utilization by livestock and the absence of vegetation has led to instability
• throughout the middle and lower portions of the reach.
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Figure 5. Existing Conditions Map
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Restoration Plan Briles Site, Randolph, Co., NC
4.2 Geology and Soils
Local geology consists of metamorphic rocks of the Carolina Slate Belt. These include interbedded
metasandstone, metaconglomerate and metavolcanic rock. The geology dates back to the Cenozoic Era.
Predominant soil types located within the project watershed include Georgeville silt loam (GaB, GaC, GbC),
Georgeville silty clay loam (GeB2, GeC2), and various soils from the Badin-Tatum complex (BaB, BaC,
BaD, BaE, BtB2, BtC2). Badin-Tatum complex soils consist of strongly sloping Badin soils and Tatum soils
on uplands. These soils formed in residuum from Carolina slates and other fine-grained rocks, and are
moderately deep to deep and well-drained. Georgeville silty clay loam soils are gently sloping, very deep,
well-drained, eroded soils found on uplands. These soils formed in residuum from Carolina slates.
Lesser areas of Wynott-Enon complex (WtB, WvB2) and Wynott-Wilkes Poindexter complex (WzB) were
indicated in the eastern portion of the watershed. A Chewacla variant was identified at the several boring
locations along the project reach, to the west of both UTJCI and UTJC2.
4.3 Existing Riparian Buffer and Natural Communities
The existing riparian area is predominantly in pasture or crop. These areas are largely devoid of natural
habitat communities. Several mature trees line the channel in the lower portion of UTJC1 (below Station
24+50). It is the intent of the restoration project to salvage any valuable trees that may provide immediate
shade to the restored channel.
4.4 Existing Stream Characteristics
4.4.1 Morphological Description
A Rosgen Level III assessment was conducted to gather existing stream dimension, pattern, and profile data
and determine the potential for restoration. Channel cross-sections and bed materials were surveyed at seven
representative locations, five along UTJC1 and two along UTJC2. Data developed from these surveys are
summarized below (Table 1) with detailed data provided in Appendix D.
Tahle 1 _ Cnmmarv of Rxistina f hnnnel Mnrnhnlnuv_
OCATION
PARAIviETER UTJC1
XS-1 UTJCI
XS-2 UTJC1
XS-3 UTJC1
XS-4 UTJC1
XS-5 UTJC2
XS-1 UTJC2
XS-2
Abkf s ft 15.1 18 18.4 18.8 18.8 3.7 3.8
Wbkf ft 11.3 12 28.8 8.5 22.9 8.4 8.3
Wf a ft 19.9 56.7 32 32 37.3 21.1 16.6
dmbkf ft 1.3 1.5 0.50 2.2 0.8 0.4 0.5
Dbkf ft 1.7 1.9 1.47 2.8 2.2 1.0 1.0
W/D ratio 8.4 8 66.4 3.8 27.9 18.9 18.3
Entrenchment Ratio 1.8 4.7 3.0 3.8 1.6 2.5 2.0
Bank Height Ratio 1.9 1.9 1.0 1.8 - - -
Local W. S. Sloe 0.006 0.004 0.003* 0.007 0.004** 0.014 0.010
Dso mm 5 2.5 0.9* 10.8 10.3 0.1 0.1
Stream Type G4c E4 C4/5 E4 134c B5c 135c
*Values have been inIluencea by LOCK slluaebns jam at fence line.
"Several debris jams and rock outcrop/step features influence the measured slope.
10
Restoration Plan Briles Site, Randolph, Co., NC
4.4.2 Stability Assessment
Qualitative stability assessments of the existing stream conditions were developed based upon measured
stream dimensional characteristics (i.e., entrenchment ratio, bank height ratio) and visual observations.
Conceptual channel evolution models are used to describe the sequential changes a stream undergoes after
disturbance and predict its most probable stable endpoint (stream type). The channel stage assessment
utilized the channel evolution model (CEM) presented by Simon (1989) to briefly characterize the active
processes occurring in the subject stream and how they relate to the stability of the channel.
UTJC 1 exhibits characteristics of four separate stages in the CEM. The section of UTJC 1 extending 500 feet
from the upstream project limits is in Stage IV (degradation and widening). Bed degradation is evident
throughout the reach (bank height ratios exceed 1.5). Bank erosion potential (and subsequent widening) is
high as a result of stream banks denude of vegetation and rooting strength, in conjunction with pressures from
livestock access to the creek. Some large trees stabilize localized sections of stream bank, however a general
lack of riparian vegetation exists throughout this reach.
A short meandering section follows for approximately 200 feet, down to a wire fence/concrete bridge.
UTJC 1 is in Stage VI (quasi-equilibrium) of the CEM. The streambed is stabilized by a small rock dam
immediately downstream, which is acting as grade control. Sediment deposition during the recession of high
flows is building benches at the bankfull elevation. With the addition of a forested riparian buffer, the
maintenance of grade control downstream, and the exclusion of livestock, this section of stream should
- stabilize under current watershed conditions.
0 UTJCI transitions to Stage III (degradation) of the CEM below the concrete bridge (extending approximately
i 680 feet). The stream has cut to bedrock in several locations. The basal cleanout along with some rotational
. failures indicates that a shift to Stage IV (degradation and widening) is likely in these areas. The channel
remains in its current modified condition due to extensive bank vegetation, as well as the exclusion of
. livestock in this reach. A small berm has been constructed adjacent to the left (west) stream bank paralleling
the stream. This berm confines flows within the incised channel by increasing the elevation to access a larger
flood-prone area by nearly a foot.
The stream is currently in Stages IV and V (aggradation and widening), downstream of the confluence of
UTJCI with UTJC2. Sediment deposition and re-vegetation, associated with Stage V, are causing the
. formation of a defined low flow channel, below the bankfull elevation. Several debris jams are causing
• localized erosion and bed scour as flows are directed around/under the blockages into the adjacent banks and
streambed. Bedrock controls the profile of several long sections in this reach, in particular the area
- immediately upstream of the stonewall dam at the end of the project reach. Cross-sectional adjustments with
• some re-profiling and the planting of a forested riparian buffer will greatly enhance the condition of UTJCI,
in this lower reach.
- UTJC2 is relatively uniform in terms of stability after it exits the forested area at the upstream project limits.
The channel classifies as a "135c" stream type. Inherently, this stream type is stable, however UTJC2 has
. been impacted. The main de-stabilizing factor is grazing management that allowed animals access into the
- stream. In addition, the pond and berm construction have altered the flood-prone area in the upper portion
and the entire reach has limited riparian vegetation. Sections of UTJC2 are in a state of quasi-equilibrium as a
result of dense rush/sedge vegetation that lines the channel, as well as the exclusion of livestock in the lower
- portion of the reach. Minor cross-sectional modifications, livestock fencing, and the incorporation of woody
vegetation in the riparian area, when feasible (no planting on pond berm), will enhance UTJC2 and provide
. long-term stability.
11

Restoration Plan Briles Site, Randolph, Co., NC
4.5 Constraints
The presence of conditions or characteristics that have the potential to hinder restoration activities on the
project site was evaluated. The evaluation focused primarily on the presence of hazardous materials, utilities
• and restrictive easements, rare/threatened/endangered species (RTE) or critical habitats, cultural resources,
and the potential for hydrologic trespass. Existing information regarding project site constraints was acquired
- and reviewed. In addition, any site conditions that have the potential to restrict the restoration design and
i implementation were documented during the field investigation. Table 2 summarizes the identified
constraints related to the implementation of site restoration activities.

• 4.5.1 Hazardous Materials
The presence or likely presence of hazardous substances on the subject property and surrounding area under
. conditions that indicate a past, present or potential release into the ground, groundwater, or surface water was
- evaluated. The evaluation included a review of public record environmental database information and a
visual site inspection.
•
A report meeting ASTM E1527-00 Standards for records search requirements was obtained summarizing
existing federal and state database information regarding known environmental conditions for the subject
- property and surrounding area. No conditions of environmental concern were identified on the Briles Site or
• within the specified search radii.
. An environmental screening inspection was conducted on the subject and surrounding properties in April
2003. The only documented environmental concern was a chicken litter stockpile. The litter pile is located
outside of the proposed restoration limits, however surface runoff from this area could adversely impact water
- quality in the restored stream. Relocation of the waste storage area and containment measures have been
• incorporated into the restoration plan as a management activity.
- 4.5.2 Utilities and Easements
A copy of the current property deed, covering a period of fifteen (15) years, was obtained from the Randolph
County Tax Office. A review of the deed indicates that prior to Mr. and Mrs. Kenneth Briles owning the
. property, Cyana Briles (formerly Ms. Pierce) owned three properties, which were deeded to Kenneth and
Cyana Briles. No restrictions or adverse conditions that would preclude a conservation easement in the
• restoration area were documented in the recorded deed.
4.5.3 Hydrologic Trespass
The proposed project reach is entirely contained within the Briles property. The restoration of the project
reach is not anticipated to produce hydrologic trespass conditions on any adjacent properties.
12
Restoration Plan Briles Site, Randolph, Co., NC
Tahle 2_ Rnmmarv of Desion Constraint.
Fatal Flaw/Constraint Nature of Constraint Proposed Resolution
Pasture (livestock grazing), Exclusion fencing as necessary; No
Current Land Use (Specify)
Chicken Hatchery, Forest, Pond hardwood planting on pond
embankment.
Forest, Agriculture, Low-
Adjacent Property Land Use Density Residential
Development
Maintained corridor immediately
Pond Access, Litter Stockpile adjacent to pond for recreation access.
Landowner Concerns Relocation Move litter stockpile to the northwest
corner of chicken houses.
50 years of property ownership A certified title search was required
Deed Restrictions/Easements records were not available prior to the purchase of the
. conservation easement.
Project Constructibili /Access None
Utilities None
Bridge on UTJCI and culvert Replace with NRCS Heavy Traffic
Structures crossing on UTJC2 Use Ford Crossings.
Cultural No occurrences per NCDCR
(Historical/Archaeological) review.
NCNHP Findings Letter
Rare, Threatened, and indicated no record of
Endangered Species occurrences within one-mile
radius of the project site
Natural Features (Soils, Bedrock outcrops in streambed Identified bedrock incorporated into
Bedrock) and banks the design.
FEMA Regulated Area Project area within Zone C No detailed modeling required.
(area of minimal flooding).
Tohla 2 Prnnarty ()wnarehin Hietnrv
Book Page Grantee (Buyer) Grantor Seller Date
1771 546 Kenneth D. Briles and wife, Energy United Electric Membership Corporation 5/9/02
C ana H. Briles
Kenneth D. Briles and wife, Kenneth Dale Briles and wife, Cyana B. Pierce 1/27/97
1487 278 C ana H. Briles Briles

1407
1269 Kenneth D. Briles and wife,
Cyana B. Pierce Briles
10/7/94
Cana B. Pierce Briles
1379 1574 Kenneth D. Briles and wife, Clayton E. Kindley and wife, Thelma A. Kindley 5/25/93
C ana B. Briles
1357 262 Cyana H. Briles and Ramon C. Handy 4/08/93
husband, Kenneth D. Briles
1325 1096 Clayton E. Kindley and Klaussner Furniture Industries, Inc. 5/04/92
wife, Thelma A. Kindley
1260 381 Clayton E. Kindley and Klaussner Furniture Industries, Inc. 5/04/92
wife, Thelma A. Kindle
1260 381 Ramon C. Handy James B. Boggs and wife, Herman K. McDowell, 5/11/90
R., free trader, W. Reid Kearns and wife.
13
Restoration Plan Briles Site, Randolph, Co., NC
5.0 REFERENCE REACH ANALYSIS
A reference reach is a channel with a stable dimension, pattern, and profile within the particular valley
morphology. The reference reach is used to develop dimensionless morphological ratios (based on bankfull
stage) that can be extrapolated to disturbed/unstable streams to restore a stream of the same type and
disposition as the reference stream (Rosgen, 1998). The selection criteria included a stable reach occurring
under similar hydrophysiographic, landform, and watershed land use conditions.
The project site occurs in rolling to hilly terrain of the Carolina Slate Belt ecoregion of the Piedmont
physiographic province. The project stream runs through a gently sloping valley (average slope of
approximately 0.6%). The project watershed is a small (0.62 square miles), primarily forested watershed with
a small percentage of agriculture, pasture, and rural, low-density residential land uses. A reference reach with
- similar site and watershed conditions was desired.
An Unnamed Tributary to Back Creek (UTBC), a first order rural stream in Randolph County, was selected as
- a reference reach for the restoration of UTJC. UTBC flows south into Back Creek and drains approximately
! 0.63 square miles of predominantly forested land.
• UTBC is located in the same hydrophysiographic province and has similar valley morphology as the project
site. The valley slope (0.7%) is slightly greater than that of UTJC 1 (0.6%). Local topography is characterized
by rolling hills, which is consistent with landforms found at the Briles Site and throughout the Piedmont
- province. The reference reach and the project site are also both located in the Carolina Slate Belt.
Approximately 700 linear feet of the UTBC was surveyed (Appendix E contains supporting documentation
- from the field assessment). UTBC was classified as a "C4" channel type. Refer to Figure 6.
An Unnamed Tributary to Richland Creek (UTRC), a first order rural stream in Moore County, was also
- selected as a reference reach for the restoration of UTJC 1. UTRC flows southeast into Richland Creek and
drains approximately 0.90 square miles of predominantly forested land.
-
- UTRC is located in a similar physiographic province and has similar valley morphology as the project site.
The valley slope (1.3%) is the same as that of UTJC2 (1.3%). Local topography is characterized by rolling
hills, which is consistent with landforms found at the Briles Site and throughout the Piedmont province. The
- reference reach and the project site are also both located in the Carolina Slate Belt.
Approximately 500 linear feet of the UTRC was surveyed (Appendix E contains supporting documentation
• from the field assessment). UTRC was classified as a "C4" channel type. Refer to Figure 7.
An Unnamed Tributary to Fisher River (UTFR), a first order rural stream in Surry County, was selected as a
. reference reach for the restoration of UTJC 1 and UTJC2. UTFR flows northeast into Fisher River and drains
approximately 038 square miles of predominantly forested land
-
i UTFR is located in the same river basin and has similar valley morphology as the project site. The valley
slope is slightly greater than the project streams, however the sediment distribution and transport closely
match the UTJC conditions. Local topography is characterized by rolling hills, which is consistent with
- landforms found at the Briles Site and throughout the Piedmont province.
Approximately 300 linear feet of the UTFR was surveyed (Appendix E contains supporting documentation
• from the field assessment). UTFR was classified as a "B4c" channel type. Refer to Figure 8. The
morphological variables for each of the reference reaches are included as part of Table 5 in the Natural
Channel Design section of this report.

14

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Figure 6. Reference Leach Map UT to Back Creek
Reference Reach - UT to Back Creek N
® Drainage Area 0.63 Sq. Miles A
,F?easstem
n a1 emend 1000 o 1000 Feet
rVOGIZAM
Source: Randleman USGS 25'Topographic Quadrangle
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Figure 7. Reference Reach Ma UT to Richland Creek
N .-
Reference Reach - UT to Richland Creek N
® Drainage Area 0.90 Sq. Miles A
?; F I astern
n is ement 2000 0 2000 Feet
rao ,IZAM
Source: Zion Grove USGS ZS'Topogrnphic Quat*wngJe
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Surry County, NC
Figure 8. Reference Reach Map UT to Fisher River
Reference Reach - UT to Fisher River N
?Y
®
O Drainage Area 0.38 Sq. Miles A
Sstem
?Il la 'omen 1000 0 1000 Feet
PROGRAM Fmm
Source: Bonom USGS 7.5'Topopw hic Quadrangle
Restoration Plan Briles Site, Randolph, Co., NC
6.0 RESTORATION DESIGN
The restoration design of the UTBC1 and UTJC2 are based, respectively, on Priority Level 2 & 3 and Priority
Level 3 approaches, as described in "A Geomorphological Approach to Restoration of Incised Rivers",
(Rosgen, 1997). Refer to Figure 8a. For clarity and convenience, definitions of the four restoration priorities
are provided in Table 4.
6.1 Stream
The design proposes constructing 1,446 linear feet of meandering channel using a Priority Level II approach.
The restoration will establish a bankfull channel with a new floodplain, a channel bed at its existing level in
an existing gravel layer, and the cross section dimensions necessary to provide stable flow maintenance and
. sediment transport. The design bankfull stage will equal the floodplain elevation in the new channel (bank
height ratio = 1.0). The establishment of a stable bedform (i.e., riffle-pool sequence, pool spacing) will be
addressed in the profiling of the design channel.
The remaining 362 linear feet of UTJC1 and all of UTJC2 (820 linear feet) will be restored and enhanced
using a Priority Level III approach. This strategy would involve restoring the stream generally within the
existing stream corridoribelt width through adjustments to the stream dimension and profile. The proposed
stream dimension, pattern, and profile will be based on the detailed morphological criteria and hydraulic
geometry relationships developed from the reference streams, see Table 5. Refer to the attached plan sheet
drawings.
In-stream structures will be incorporated to reduce the burden of energy dissipation on the channel geometry.
Cross Vanes and Rock Sill Grade Controls (Refer to Plan Sheet 2) will be used to stabilize the restored
channel. These structures are designed to reduce bank erosion and the influence of secondary circulation in
the near-bank region of stream bends. The structures further promote efficient sediment transport and
produce/enhance in-stream habitat. Coir fiber matting will be used to provide temporary stabilization on the
newly graded streambanks. The confluence of tributaries with the restored stream will be stabilized with
grade control structures where necessary to match the proposed grade of the restored main channel.
The restoration project will also include other non-stream related components:
• Cattle exclusion fencing will be installed along the outer boundary of the restored riparian buffers and a
permanent conservation easement will be recorded to protect the site in perpetuity.
• Two stabilized stream crossings will be installed to provide livestock and machinery access to isolated
areas. Rock fords (NRCS Heavy Traffic), fenced on either side to exclude livestock from further
accessing the waterway, are recommended measures for these crossings.
• The relocation of the chicken litter storage area to an area adjacent to the chicken houses will eliminate
runoff into the restored channel.
• The existing channel downstream of the restoration project will be preserved and protected with the
conservation easement to the property boundary.
• Offline watering will be provided to the landowner.
18

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Figure 9. Restoration Type and Extent Briles Site
Priority Level II - 1,446 linear feet
y Priority Level III - 1 182 linear feet
? t'S SCI l ? - - -
<? ?? Approximate Proposed Bankfull Limits
soo 250 a soo
?? Approximate Proposed Thalweg Feet
Restoration Plan Briles Site. Randolph. Co.. NC
O
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6.2 Riparian Buffers
Native woody and herbaceous species will be used to establish fifty (50) foot wide riparian buffers on both
sides of the restored reach. Four hundred thirty-six (436) trees per acre (based on an average 10' x 10'
spacing) will be planted to achieve a mature survivability of three hundred twenty (320) trees per acre in the
riparian zone (DENR, 2001). Plant placement and groupings will be randomized during installation in order
to develop a more naturalized appearance in the buffer. Woody vegetation planting will be conducted during
dormancy.
Tree and shrub species to be planted may consist of the following:
Trees
American sycamore (Platanus occidentalis)
Tulip poplar (Liriodendron tulipifera)
Green ash (Fraxinus pennsylvanica)
River birch (Betula nigra)
Cherrybark oak (Quercus pagoda)
Willow oak (Quercus phellos)
Water oak (Quercus nigra)
Herbaceous vegetation within the buffer shall consist of a native grass mix that may include: big bluestem
(Andropogon gerardii), purple love grass (Eragrostis spectabilis), deertongue (Panicum clandestinum), gama
grass (Tripsacum dactyloides), orchardgrass (Dactylis glomerata), river oats (Chasmanthium latifolium), and
Virginia wildrye (Elymus virginicus). Rye grain (Secale cereale) or brown top millet (Pennisetum glaucum)
will be used for temporary stabilization, depending upon the construction schedule.
On the restored stream banks, live stakes will be used in conjunction with the native herbaceous seed mix to
provide natural stabilization. Appropriate species identified for live staking include elderberry (Sambucus
canadensis), silky willow (Salix sericea), silky dogwood (Corpus amomum), and black willow (Salix nigra).
20
Restoration Plan Briles Site Randolph Co NC
Tnhle 4_ Priority i.evelc of invicPd Rivnr Rnetnratinn
Description Methods Advantages Disadvantages
Priori 1
Convert G and/or F stream Re-establish channel on Re-establishment of 1) Floodplain re-
types to C or E at previous previous floodplain using floodplain and stable establishment could cause
elevation with floodplain. relic channel or construction channel: flood damage to urban,
of new bankfull discharge 1) reduces bank height and agricultural, and industrial
channel. Design new streambank erosion, development.
channel for dimension, 2) reduces land loss, 2) Downstream end of
pattern, and profile 3) raises water table, project could require grade
characteristic of stable form. 4) decreases sediment, control from new to previous
Fill in existing incised 5) improves aquatic and channel to prevent head-
channel or with terrestrial habitats, cutting.
discontinuous oxbow lakes 6) improves land
level with new floodplain productivity, and
elevation. 7) improves aesthetics.
Priori 2
Convert F and/or G stream If belt width provides for the 1) Decreases bank height and 1) Does not raise water table
types to C or E. minimum meander width streambank erosion, back to previous elevation.
Re-establishment of ratio for C or E stream types, 2) Allows for riparian 2) Shear stress and velocity
floodplain at existing level construct channel in bed of vegetation to help stabilize higher during flood due to
or higher, but not at original existing channel, convert banks, narrower floodplain.
level. existing bed to new 3) Establishes floodplain to 3) Upper banks need to be
floodplain. If belt width is help take stress off of sloped and stabilized to
too narrow, excavate channel during flood, reduce erosion during flood.
streambank walls. End-haul 4) Improves aquatic habitat,
material or place in 5) Prevents wide-scale
streambed to raise bed flooding of original land
elevation and create new surface,
floodplain in the deposition. 6) Reduces sediment,
7) Downstream grade
transition for grade control is
easier.
Priori 3
Convert to a new stream Excavation of channel to 1) Reduces the amount of 1) High cost of materials for
type without an active change stream type involves land needed to return the bed and streambank
floodplain, but containing a establishing proper river to a stable form. stabilization.
floodprone area. Convert G dimension, pattern, and 2) Developments next to 2) Does not create the
to B stream type, or F to profile. To convert a G to B river need not be relocated diversity of aquatic habitat.
Be. stream involves an increase due to flooding potential. 3) Does not raise water table
in width/depth and 3) Decreases flood stage for to previous levels.
entrenchment ratio, shaping same magnitude flood.
upper slopes and stabilizing 4) Improves aquatic habitat.
both bed and banks. A
conversion from F to Be
stream type involves a
decrease in width/depth ratio
and an increase in
entrenchment ratio.
Priori 4
Stabilize channel in place. A long list of stabilization 1) Excavation volumes are 1) High cost for stabilization.
materials and methods have reduced. 2) High risk due to excessive
been used to decrease 2) Land needed for shear stress and velocity.
streambed and streambank restoration is minimal. 3) Limited aquatic habitat
erosion, including concrete, depending on nature of
gabions, boulders, and stabilization methods used.
bioengineering methods.
Source: Rosgen, [ vvi, "A veotnorphotogtcat Approach to Restoration of Inetsea Rivers °.
21
Table 5. Morphological Design Criteria
Reference
Project Site Existing Reference Reference Reference
.
Channel Reach Reach UT Reach Reach Reeach Project Site
Variables UT Back Richland UT Fisher AUtchell Restored Reach

" River
Creek Creek River
UTJCI UTJC2 IOW UTJCI UTJC2
Ros en Stream T G4c E4 C4/5 B5c C4 C4 B4c B4c C4B4c B4c/5e
Drain eArea mi` 0.51 0.11 0.63 0.9 0.38 70 0.51/0.62 0.11
Bankfull Width bkf fi *8.5-28.8 12 8.3-8.4 10.4-16.1 14.8-27.1(21) 9.0-10.0 29.2-35.0 15.4/14.3 6.7
Bankfull Mean Depth (dbkf)

0 0.5-2.2 (1.3) 0.4-0.5 0.9-1.2 0.8-1.5 1.1-1.2 2.0-2.1 1.1/1.2 0.6
Bankfull Cross Sectional 15.1-18.8
Area Abkf ft- 18.4 3.7-3.8 12.5-14.4 21.2-22.3 10.4-10.7 62.5-68.8 17.0 3.7
Width/depth Ratio

WbkWdbkf 3.8-66.4 (8.4) 8.3-18.9 11.6-13.4 18.1-18.5 8.0-12.0 13.9-17.5 14.0/12.0 12.0
Maximum Depth dmbkf ft 1.5-2.8 1.9 1.0 1.4-1.7 1.9-2.0 1.3-1.5 2.7-2.8 2.0/1.5-2.5 0.8-1.3
Width of Flood Prone Area 19.9-60.0

Wf ft
37.3 16.6-21.1 150 200 13.1-20.5 44-64 >35/19-32 9-15
Entrenchment Ratio ER 1.6-4.7 (3.0 2.0-2.5 9.3-14.4 7.4-13.5 1.3-2.3 1.3-2.2 >2.2/1.3-2.3 1.3-2.3
Water Surface Slope (S) *0.004-0.01 0.01-0.014 0.007 0
012 0.013 0.0084 0.005/0.06 0
01-0
012
fi/fi . .
.
Sinuosity (stream

length/valley length) (K 1.02 1.07 > 1.5 1.5 1.2 1.1 1.2/1.1 1.1
Pool Depth( ft 1.0-1.5 2.4 1.2-1.4 2.7 1.7-2.2/1.4-1.8 0.7-1.0
Riffle Depth (fi 1.5-2.8 1.9 1.2-2.0 0.9-1.2 0.8-1.5 1.1-1.2 0.9-1.2 1.1/1.2 0.6
Pool Width fl 10.1-16.0 15.2 8.4-11.6 27 16-17/14-17 6.7-8.0
Riffle Width fi *8.5-28.8 8.3-8.4 10.4-16.1 14.8-27.1 9.0-9.9 8.7-12.3 15.4 6.7
Pool XS Areas 10.4-19.3 36.5 11.6-13.4 72.5 17-24 3.7-5.5
Riffle XS Areas 15.1-18.8 3.7-3.8 12.5-14.4 21.2-22.3 10.4-10.7 62.5-68.8 17.0 3.7
Pool Depth/Mean 1.1-1.3 2.1 1.0-1.3 1.3-1.4 1.5-2.0/1.2-1.5 1.2-1.5
o Riffle Depth
Pool Width/Riffle 0
7 0
8-1.3 0.9 1.0-1.1/1.0-1.2 1
0-1
2
c Width . . .
.
O Pool Area/Riffle Area 0.8-1.1 1.7 1.1-1.3 1.1 1.0-1.5 1.0-1.5
Max pool de th/dbkf 1.4-1.6 1.3-2.4 1.9-2.0 2.0-3.5 1.5-2.5/2.0-3.0 2.0-3.0
Low Bank Height/ 1.1-1.8 1
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1 1
0-1.1 1.0/-
dmbkf .
. .
Mean Bankfull 2.0-4.0 2.4-2.6 4.7 6
3 4.1-4.5 3.2-5.3 3.0-3.8 2.7
Velocity (fps) .
Bankfull Discharge 50-65 9-10 60-65 130-140 4246 280 50-65 10
( (cfs
Meander length (L,) 50-100 50-100 70-120 108-148 93-136 140-500 105-170/72-215 33-100
fi
Radius of Curvature 25-57 28-127 14.5-25.9 3-26.8
16 1342 70-220 20-50/28-100 1347
Rc fi .
o Belt Width mI fi 50 30 135 75 45 100400 77/70 33
Q Meander Width Ratio 1.7-5.9 3.6 10.2-13.0 3.6-5.1 4.5-5.0 3.0-14.0 5.0 5.0
&/ W bkf Ratio 0.87-6.7 3.3-15.3 1.4-1.6 1.0-1.1 1.34.4 2.0-7.5 1.5-3.2/2.0-7.0 2.0-7.0
Lm / W bkf Ratio 1.7-11.8 6-18.1 6.7-7.5 4-10 9-15 4.0-17.1 7-11/5-15 5-15
Valle Slope 0.006 0.013 0.007-0.008 0.013 0.016 0.009 0.006 0.013
Average Water 004-0
01
0 0
01-0
014 0
007 0
012 0.013 0.0084 0.005/0.006 0.01-0.012
Surface Slope .
. .
. . .
Riffle Sloe 0.004-0.012 0.01-0.04 0.003-0.076 0.01-0.02 0.007-0.027 0.005-0.012 0.01-0.02
Pool Sloe 0.000-0.001 0.001-0.007 0.000-0.001 0.0-0.003 0.00-0.001 0.00-0.002
Pool to Pool Spacing 43.5-181 38-147 30-59 115-400 46-154/28-86 7-22
o Pool Length - - 31-108 28-89 3-25 - 15-30 4-10
Riffle Slope/Avg WS
1.0-3.0
-
2
8
2
4
1.0-2.2
0.8-3.2
1.0-2.0
1.0-2.0
Slope . .
Pool Slope/ Avg WS 0.0-0.2 0.08-0.2 0.0 0.01-0.3 0.00-0.2 0.00-0.2
Slope
Pool Length/ W bkf 3.0-6.7 1.9-2.3 0.3-2.5 1.0-2.5 1.0-2.5
Pool to Pool Spacing/ 4.2-11.2 2.6-5.4 3.3-6.0 1.5-3.8 3.0-10.0/2.0-6.0 2.0-6.0
W bke
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7.0 SEDIMENT TRANSPORT ANALYSIS
A stable channel is able to move the sediment supplied by its watershed without aegrading or degrading. This
ability is evaluated through two parameters: competency and capacity. Competency is the channel's ability to
move particles of a certain size, expressed as units of Pascals (Pa) or Ibs/ft'. Capacity is the channel's ability
to move a specific volume of sediment (sediment discharge). Sediment discharge is the amount of sediment
moving through a cross section over a specified period of time, expressed in dimensionless parameters or as
mass or weight units of kg/sec or Ibs/sec.
7.1 Competency
Whenever there is any stream flow, there will always be sediment movement. However, there is a threshold
level of bedload sediment movement that will result in a noticeable change in the channel bed. The flow
associated with this threshold movement is the reference condition that all sediment transport models are
based upon. In natural streambeds there are particles of a wide range of sizes. At low, but significant flow
- levels, only the smallest particles will be moving, with the larger particles resisting the flow of the stream.
This is the condition of partial sediment transport. As the stream flow increases, eventually every particle on
the streambed will show threshold movement, this is the condition of full sediment transport.
Some streams will routinely reach full sediment transport, such as sand streams, and models such as Ackers &
White (1973) are used for these conditions. Some streams will rarely move even the median size particle on
the bed (Dso), such as cobble-boulder streams, and models such as Andrews (1983, 1994) are used for these
conditions. There is a wide range of sand-gravel-cobble streams that have the flow conditions necessary to
significantly move particles greater than the Dso, but do not reach the full sediment transport condition. This
condition is present at the stream channel on the Briles Site, and the model used was Wilcock-Crowe (2003).
The Wilcock-Crowe model is actually a "sediment capacity" model; however, a capacity model contains an
entrainment predictor.
Entrainment is the condition that initiates the movement of a selected particle size in the presence of a mix
grade channel bed. If the largest particle that moves during a bankfull event can be identified, then the flow
conditions that produced this movement can be determined and this flow condition (the channel competency)
is used in the design of the restored stream channel. The preferred method of determining this particle size
and flow condition is by direct measurement. Direct measurement at bankfull flow with both a flow meter
and a sediment sampler is both difficult and extremely unlikely in remote locations. On the other hand, a rain
gage and stream gages can be installed to measure the stream channel's response to rain events and, in the
channel bed, Seoul' chains installed to measure the depth of scour during these events. The bed material above
the scour chain can be collected and sieved to determine the material sizes in transport for a known recorded
flow event.
- The indirect scour chain method was attempted at the Briles Site. In addition, the channel was sampled by the
pebble count method at several sites for trend analysis and at one scour chain site (#2), the surface and
subsurface sediment samples were sieved to compare to the scour chain data. It was determined during this
analysis that the UTJC streambed has been compacted and after several months of observations (and two
large discharge events), the scour chains never recorded a sediment transport event. One other bar location
was sampled with the intent of conducting detailed analysis of the sediment data to determine if a design
shear stress could be calculated from the Wilcock-Crowe (2003) models.
There are two ways to model streams; first to consider only the largest particle observed in motion (Andrews,
- 1983) and second to consider all of the bed material observed to be in motion (Andrews, 1994). If the stream
channel has a bed of sediment in balance with its flow, then there should be a natural armour layer on the
surface, with the subsurface an indication on the annual bedload. An attempt to find a sediment transport
II
31
Restoration Plan Briles Site, Randolph Co. A('
balance between the entire surface and subsurface samples was not effective. The surface and subsurface had
been effectively mixed. Next, there was an attempt to determine if the subsurface could predict the surface
Dso. The results were also inconclusive due to the disturbed nature of the bed materials.
In balanced streams, a point bar sample at the "1/3, 1/3" location can be an indicator of annual sediment
transport. The bar samples compared well with the subsurface sampling and modeling. This model produced
an average shear stress condition that would be used in stream design to move the largest particles expected to
be in the sediment transport over the expected gradation of the stream channel.
This shear stress was used for the design riffle cross-sections and channel gradient using the equation:
i = yRs
Where: t = shear stress (lbs/ft2)
y = specific gravity of water (62.4 lbs/ft')
R = hydraulic radius (ft)
s = average water slope (ft/ft)

The target shear stress value (converted to a shear-velocity) for the design cross-sections was u* = 0.05 m/s.
Sediment transport and hydrograph data are provided in Appendix F.
7.2 Capacity
A sediment transport capacity analysis was not conducted on the Briles Site, where UTJCI functions as a
transport reach. Transport reaches are supply limited and will flush their beds at the end of storms. An
effective sediment transport model cannot be based on the flushed channel bed because it will not predict the
movement of the fine materials that make up the bulk of the bedload transport.
8.0 FLOODING ANALYSIS
The Unnamed Tributaries to Jackson Creek (UTJC 1 & UTJC2) in Randolph County are not located in a
Federal Emergency Management Agency (FEMA) Detailed Flood Study Zone. It is the intent of the
restoration design to maintain the 100-year flood elevation at or below the current stages following
restoration.
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Restoration Plan Briles Site. Randolph. Co.. NC
9.0 MONITORING AND EVALUATION
Monitoring shall consist of the collection and analysis of stream stability and riparian/stream bank vegetation
survivability data to support the evaluation of the project in meeting established restoration objectives.
Specifically, project success will be assessed utilizing measurements of stream dimension, pattern, and
profile, site photographs, and vegetation sampling. The monitoring report will be submitted to the EEP
according to the description in Content, Format and Data Requirements for EEP Monitoring Reports, Version
1.1 - (9/16/05).
9.1 Duration
The first scheduled monitoring will be conducted at the end of the first full growing season following project
completion. Monitoring shall subsequently be conducted annually for a total period of five (5) years.
9.2 Reporting
Monitoring reports will be prepared and submitted after all monitoring tasks for each monitoring event are
completed. Each report will provide the new monitoring data and compare the new data against previous
findings. Data tables, cross sections, profiles, photographs and other graphics will be included in the report as
necessary. Each report will include a discussion of any significant deviations from the as-built survey and
previous annual measurements, as well as evaluations as to whether the changes indicate a stabilizing or de-
stabilizing condition.
9.3 Stream Stability
The purpose of monitoring is to evaluate the stability of the restored stream. Following the procedures
established in the USDA Forest Service Manual, Stream Channel Reference Sites (Harrelson, et.al, 1994) and
the methodologies utilized in the Rosgen stream assessment and classification system (Rosgen, 1994 and
1996), data collected will consist of detailed dimension and pattern measurements, a longitudinal profile, and
bed materials sampling. Width/depth ratio, entrenchment ratio, low bank height ratio, sinuosity, meander
width ratio, radius of curvature (on newly constructed meanders during 1 s` year monitoring only), pool-to-
pool spacing as well as the average, riffle and pool water slopes will be calculated from the collected data.
Pebble count data will be plotted by size distribution in order to assess the D50 and D84 size class.
9.3.1 Dimension
Six permanent cross-sections on UTJC1 and four permanent cross sections on UTJC2 will be established and
used to evaluate stream dimension. Half of the cross-sections for each reach will be riffles and the other half
will be pools. Permanent monuments will be established by either conventional survey or GPS. The cross-
section surveys shall provide a detailed measurement of the stream and banks, to include points on the
adjacent floodplain, at the top of bank, bankfull, at all breaks in slope, and thalweg. Subsequently,
width/depth ratios, entrenchment ratios and bank height ratios will be calculated for each cross-section.
Cross-section measurements should show little change from the as-built cross-sections. If changes do occur,
they will be evaluated to determine whether they are minor adjustments associated with settling and increased
stability or whether they indicate movement toward an unstable condition.
9.3.2 Pattern
Measurements associated with the restored channel pattern will include belt width, meander length, and radius
of curvature.
33
Restoration Plan Briles Site, Randolph, Co., NC
9.3.3 Profile
A longitudinal profile of the entire restored channel will be surveyed. Measurements will include slopes
(average, pool, riffle), as well as calculations of pool-to-pool spacing. Annual measurements should indicate
stable bedform features with little change from the as-built survey. The pools should maintain their depth
with lower water surface slopes, while the riffles should remain shallower and steeper.
9.3.4 Bed Materials
Pebble counts will be conducted at each riffle cross-section, as well as across the overall study reach (based
upon percentage of riffles and pools) for the purpose of classification and to evaluate sediment transport.
9.4 Photograph Reference Points
Photograph reference points (PRP) will be established to assist in characterizing the site and to allow
qualitative evaluation of the site conditions. The location of each photo point will be permanently marked in
the field and the bearing/orientation documented to allow for repeated use.
9.4.1 Cross-section Photograph Reference Points
A photograph will be taken at each permanent cross section. The survey tape will be centered in each
photograph and the water line will be located near the lower edge. Effort will be made to consistently show
the same area in annual photographs.
9.4.2 Longitudinal Photograph Reference Points
Ten (10) permanent points will be established longitudinally throughout the project site to allow further
photo-documentation of the restored stream channel condition.
9.4.3 Additional Photograph Locations
Additional PRPs will be located, as needed, to document the condition of specific in-stream structures such as
cross vanes, as well as infrastructure associated with the stream such as utility and road crossings.
9.5 Bank and Riparian Vegetation Monitoring
The success of the bank and riparian buffer plantings will be evaluated using 16 (5% of total buffer area) ten
by ten meter (10m x 10m) vegetative sampling plots. The corners of each monitoring plot will be
permanently marked in the field. The monitoring will consist of a physical inventory within each plot and a
subsequent statistical analysis in order to determine the following: composition and number of surviving
species, and total number of stems per acre. Additionally, a photograph will be taken of each plot that will be
replicated each monitoring year. Riparian vegetation must meet a minimum survival success rate of 320
stems/acre after five years. If monitoring indicates that the specified survival rate is not being met,
appropriate corrective actions will be developed, to include invasive species control, the removal of
dead/dying plants and replanting.
34
Restoration Plan Briles Site, Randolph, Co., NC
REFERENCES
Andrews, E.D. (1983) "Entrainment of Gravel from Natural Sorted Riverbed Material," Geological Society of
America Bulletin 94, 1225-1231.
Andrews, E.D. (1994) "Marginal Bedload Transport in a Gravel-Bed Stream Channel, Sagehen Creek,
California," Water Resources Research, 30 () 2241-2250.
Doll, B.A., D.E. Wise-Frederick, C.M. Buckner, S.D. Wilkerson, W.A. Harman, R.E. Smith, and J. Spooner.
2002. Hydraulic Geometry Relationships for Urban Streams throughout the Piedmont of North
Carolina. JAWRA, Volume 38, Number 3, pp. 641-651.
Harrelson, C.C., C.L. Rawlins, and J.P. Potyondy. 1994. Stream Channel Reference Sites: An Illustrated
Guide to Field Technique. General Technical Report RM-245. USDA Forest Service, Rocky
Mountain Forest and Range Experiment Station, Fort Collins, CO.
NCDENR. 2001. "Guidelines for Riparian Buffer Restoration." Division of Water Quality, Wetlands
Restoration Program, Raleigh, NC.
NCDENR. "Water Quality Stream Classification for Streams in North Carolina." Water Quality Section
(http://h2o.enr.state.nc.us/bims/reports/basinsandwaterbodies). September 2002.
NCGS. 1985. Geologic Map of North Carolina
Rosgen, D.L. 1994. A classification of natural rivers. Catena 22: 169-199.
Rosgen, D.L. 1996. Applied River Morphology. Wildland Hydrology Books, Pagosa Springs, CO.
Rosgen, D.L. 1997. A geomorphological approach to restoration of incised rivers. In: Wang, S.S.Y., E.J.
Langendoen, and F.D. Shields, Jr. (Eds.). Proceedings of the Conference on Management of
Landscapes Disturbed by Channel Incision. pp. 12-22.
Rosgen, D.L. 1998. The Reference Reach - a Blueprint for Natural Channel Design. Proceedings of the
Wetland Engineering and River Restoration Conference, Denver, CO, ASCE.
Rosgen, D.L. 2001. "Natural Channel Design Methodology (40 Steps)." Natural Channel Design and River
Restoration Short Course, Pagosa Springs, CO - October 2001.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina, 3`d
Approximation. North Carolina Natural Heritage Program, NCDEHNR, Division of Parks and
Recreation. Raleigh, NC.
Simon, A. 1989. A model of channel response in distributed alluvial channels. Earth Surface Processes and
Landforms. 14(1): 11-26.
USDA. 1971. Soil Survey for Randolph County, North Carolina. Natural Resource Conservation Service.
Wilcock, P.R. and Crowe, J.C. (2003). "Surface-Based Transport Model for Mixed-Size Sediment", Journal
of Hydraulic Engineering, ASCE, 129(2), pp 120-128.
35
Appendix A
Historic Aerial Photographs
Wn.
f = ltti?. •• a `, a r Y. f
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Briles Site Restoration Plan -
1937 Aerial Photograph
Site locat}o» lvghlighted un f'ed.
"cosysten ?
N
Not to Scale
Briles Site Restoration Plan-
1957 Aerial Photograph
c
ar�Sem Site location highlighted in red. A
ement
PROGRAM N
Not to Scale

i;.

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IX,
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9 ?a ay
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1 la Ville]
PROGRAM
4 0ti ?' 9
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Briles, Site Restoration Plan-
1966 Aerial Photograph
Site location highlighted in red.
a
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Appendix B
Cultural Resources Review
Review Form
Potential. Restoration Sites
1. Applicant Information:
F 'IV°Itb uo
Preparer/Company i?
ADf ?? \ /K?L Asn_XN ?,
??'(?
ld? .; Wit.
AddressS\X S2A C-4f --I
PhonelFax/E-rrlaih
Q?f?2?tY L
II. Site Information:
Wedand Restoration
Other
Address:l_l Z VxEr= lL)Mc? 9MA nsiktt?, a w 0
{{?? ?
County: ??aox? Quad Name: ! ?2i`fC Oh
III. Identification of Historic Properties:
List sites by site number and Status: NR a National Register listed; SL = Study Lest; DOE = Deterrninatiorrof
Eligibility; LID = Local Designation; UA = Unassessed
Archeolotnr Architecture
# of recorded sites in immediate area of site. 0
# of recorded sites within 1 mile radiu$e
i
IV. Additional Information or investigation needed:
`t&Survey
i
tihTesting of sites
Recommended by or on:L!=( of q ?Gr 5
(Office of State ArchaeoloL
V. Recommendations/Final Determination:
-Photo Reconnaissance
_Balloon Test
Recommended by or on:
(Survey & Planning Branch)
,_Recommendations for additional work are shown above.
-The proposed restoration site willAL;&ct historic properties in the area of potential effect.
1 ! A /t
I I c? d -Date
Renee Gledh&Earley, Environmental Review rdinator
(Attach copy or USGS map or phaowpy of quad on reverse: indwe I and 2 mite radius around afte).
tream Restoration Applicants Identifications .
December 2001
Appendix Ba
Wetland Data Sheets
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Briles Site - UT to Jackson Creek Date: 5/1/2003
Applicant / Owner: KCI Associates of NC, P.A. County: Randolph
Investigator: GM Mryncza State: NC

Do normal circumstances exist on the site? Yes No X Community ID:
Is the site significantly disturbed (Atypical situation)? Yes X No Transect ID:
Is the area a potential problem area? Yes No X Plot ID: Borinsz #1
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Carex lurida 3 OBL 9.
2. Sa,zitaria latifolia 3 OBL 10.
3. Juncus effitrstts 3 FACW+ 11.
4. Abuts semdata 2 FACW+ 12.
5. Salix sericea 2 OBL 13.
6. Typha latifolia 3 OBL 14.
7. Rosa multiflora 2 UPL 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 83%
Remarks:
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators
Stream, Lake, or Tide Gauge
Aerial Photographs Primary Indicators:
_ Other _ Inundated
x Saturated in Upper 12"
X No Recorded Data Available Water Marks
Drift Lines
Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: < 1 (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

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SOILS
Map Unit Name
(Series and Phase): Wehadkee variant
Taxonomy (Subgroup): Fluvaquentic Endoaquents
Drainage Class: Poorly
Confirm Mapped Type? Yes_ No X
Profile Description:
Depth Matrix Colors Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0 - 6" A1_ 2.5Y5 10YR 5/4 f2d sicl - cl
10YR 3/2 clf 1-2mm - Nin
concretions
6 - 15" AB I OYR 5/2 2.5Y 5/4 c2d sicl - cl
5YR 4/4 flp Redox features
15 - 22" BW?_ 10YR 5/4 sicl - cl
2.5YR 5/3 Redox features
5YR 4/4
10YR 3/1
22 - 24" 2.5Y 4/2 5YR 5/4 f2p sil-sicl redox features
24 - 32" C22 5Y 4/2 sil
32 - 35" Ce3_ SY 4/1 sil
35 - 36" _Cg,- 5Y 4/1 sil
Hydric Soil Indicators:
Histosol X Concretions
_ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils
_Sulfidic Odor -Organic Streaking in Sandy Soils
Aquic Moisture Regime X Listed On Local Hydric Soils List
Reducing Conditions x Listed on National Hydric Soils List
x Gleyed or Low-Chroma Colors -Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? Yes X No Is the Sampling Point
Wetland Hydrology Present? Yes X No Within a Wetland? Yes X No
Hydric Soils Present? Yes X No
Remarks:
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Determination Manual)
Project / Site: Briles Site - UT to Jackson Creek Date: 5/1/2003
Applicant / Owner: KCI Associates of NC, P.A. County: Randolph
Investigator: Gar? Mryncza State: NC

Do normal circumstances exist on the site? Yes No X Community ID:
Is the site significantly disturbed (Atypical situation)? Yes X No Transect ID:
Is the area a potential problem area? Yes No X Plot ID: Boring #2
(explain on reverse if needed)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Juniperas virQiniana 1 FACU- 9.
2. Quercus alba 1 FACU 10.
3. Juncus efrsits 3 FACW+ 11.
4. Alnus serrulata 2 FACW+ 12.
5. Rosa multillora 2 UPL 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 40%
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"
X No Recorded Data Available . Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits
_ Drainage Patterns in Wetlands
Depth of Surface Water: (in.) Secondary Indicators:
Oxidized Roots Channels in Upper 12"
Depth to Free Water in Pit: 21 (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): Chewacla variant Drainage Class: Moderate - Well
Taxonomy (Subgroup): Fluvaquentic Dystrudepts Confirm Mapped Type? Yes_ No X
Profile Description:
Depth Matrix Colors M ottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0 - 4" A,_ 10YR 5/3 10YR 4/2 fl f scl
4 - 6" A, I OYR 4/4 scl
6 -12" BW I OYR 4/4 scl
12 -18" BW2 I OYR 4/4 sl
18 - 21" BW3 I OYR 4/3 scl
21 -25" BW4 I OYR 4/3 l OYR 3/2 c2f scl
25 - 30" Bel- I OYR 5/2 10YR 4/3 c2f cl
10YR 3/2 c2f
30 - 32" BC l OYR 4/4 10YR 5/2 c2d cl
32 - 36" C I OYR 4/4 10YR 5/2 c2d cl
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
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
No X Is the Sampling Point
No X Within a Wetland? Yes_ No X
No -X
Remarks:
Appendix C
Site Photographs

a
n
z
,W
F?

Asi
-
T _

Photograph Index for UTJCI Briles Site
b Project Reach N
Streams
Pond A
&. )s V sthji 1
Photograph Location and Direction
200

0 200 F
eet
.S„inx . l v?,r dcnal Phutu,t, pha - R,,,,dWph C, um GIS L),l i air
?, i
Briles Site Restoration Plan
UTJC I Photograph Log

Photograph I - Two 36" RCPs mark the upstream extent of the project reach (Station
10+00, looking upstream).
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Photograph 2 - A fence line and wire cross the stream at Station 10+24.
Briles Site Restoration Plan
UTJC I Photograph Log
14

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Photograph 3 - View of a low water crossing at Station 10+46. The crossing is used by
livestock and to pass farm machinery. This crossing acts as a grade control, preventing
bed degradation in this area.
Photograph 4 Three-inch (3") drain enters the stream from the west bank at Station
10+80.
Briles Site Restoration Plan
UTJC I Photograph Log
Photograph 5 - View of four large trees that stabilize the right bank from Station 11+27
to Station 1] +47.
Photograph 6 - Several sections of an imbricated stonewall exist from Stations 11+58 to
11+76, 11+72 to 11+80, and 11+92 to 12+10. Also, note the bedrock outcrop in the
foreground.
Briles Site Restoration Plan
UTJC I Photograph Log
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-

Photograph 7 - View looking downstream at Cross-section 1 (Station 11+92). Note th,
active bank erosion and lack of riparian buffer on both banks.

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Photograph 8 - Short over-widened section near Station 12+60. Note the mid-channel
depositional feature with trees. This section has been used as a low water crossing by
livestock and farm machinery.
Briles Site Restoration Plan
UTJC 1 Photograph Loa
Photograph 9 - Upstream view of a debris jam located at Station 13+05.
Photograph 10 - Downstream view of Cross-section 2 (Station 13+41). Note the eroding
banks and absence of riparian buffer.
Briles Site Restoration Plait
UTJC I Photograph Log
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Photograph 11 -Livestock grazing adjacent to the left stream bank. Note the absence of a
riparian buffer in this reach.
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1
Photograph 12 - Downstream view at Station 14+58. Note that the channel dimension
changes and the side slopes of the valley become more gentle.
Briles Site Restoration Plan
UTJC I Photograph Loa
Y If AP
14
Photograph 14 - View looking northwest at a potential riparian buffer area adjacent to the
east side of UTJC1.
Photograph 13 - View of a meandering pattern for approximately three (3) meander
wavelengths from Station 14+58 to Station 16+51. Cross-section 3 at Station 15+96
appears in the center of this photograph.
Briley Site Restoration Plan
UTJC I Photograph Log

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Photograph 15 - View of a fence crossing the stream and a 10'x 3. 5' opening under a
concrete/steel bridge at Station 16+89. Note the debris blockage restricting flow through
this reach.
Photograph 16 - Elevated view of Cross-section 4 at Station 19+90.
Briles Site Restoration Plan
UTJC 1 Photograph Log
Photograph 17 - View of a gravel lens exposed in the bank in the vicinity of Cross-
section 4.
Photograph 18 - Potential restoration/riparian buffer area, adjacent to the east bank of
UTJC 1 near Station 19+90.
Briles Site Restoration Plan
UTJC 1 Photograph Log
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Photograph 19 - A man-made instream rock feature located at Station 21+74.

Photograph 20 - This faun pond (constructed in 1998) is situated between UTJC 1 and
UTJC2. This photograph was taken looking southeast.
Briles Site Restoration Plan
UTJC I Photograph Log
t A"

Photograph 21 - View looking to the northwest at the pond elevated between the
unnamed tributaries to Jackson Creek. Note the height of the berm along the south side
of the pond.
Photograph 22 Downstream view at the confluence of UTJC2 with UTJC 1 (Station
23+72).
Briles Site Restoration Plan
UTJC 1 Photograph Loa
y r.
F?,lX y '..
a = s.
- -4k
k a1 a?
Photograph 23 - Multiple debris jams are located at Stations 24+27 and 25+46, in the
lower portion of UTJC 1. IMF_
r
ni
. s
1
a 1?•`
Photograph 24 - Downstream view of Cross-section 5 located at Station 25+40.
Briles Site Restoration Plait
UTJC 1 Photograph Log

E

'- r

Photograph 25 - View of the remnants of an old stone-walled dam. Bedrock outcrops in
the streambed are prevalent both up and downstream of this location. This area is the
downstream extent of the Briles Site project reach.
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a
i
•
f
V

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ly l?Y4I ail u

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-
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Photograph Index for UTJC2 Briles Site
Project Reach N

Y Streams
? Pond
A
=O5
stcni
i
( Photograph Location and Direction
,
.
y 200 0 200 Feet
199SAC'i"IM I'g,'np,- Ran,Uph C.....1, CIS Urpr?rrn?c??t
Briles Site Restoration Plan
UTJC 2 Photograph Log

Photograph 1 - This photograph represents the beginning of the project reach on UfJC'
(Station 50+46).
Photograph 2 - View to the southeast through a 25-foot riparian buffer adjacent to the left
bank at Station 50+46.
Briles Site Restoration Plan
UTJC 2 Photograph Log
Photograph 3 - Several small debris jams exist in the upper portion of UTJC2. The
debris jam in the photo is located at Station 51+00.
Photograph 4 - A lateral bar has formed along the toe of the left bank of UTJC2, at
Station 51+75.
Briles Site Restoration Plan
UTJC 2 Photograph Log

Jrk _.-
Z k

A
1W
l

-0111
Photograph 5 - Potential riparian buffer area adjacent to the east bank of UTJC2.
Photograph 6 - View of the valley side wall adjacent to the right bank of UTJC2. Note
the end of the riparian vegetation.
Briles Site Restoration Plan
UTJC 2 Photograph Log

4

.H?. -

cot

Photograph 8 - View of the same crossing, looking southwest. It is utilized by livestock
and for farni machinery.
Photograph 7 - Thirty-six inch (36") RCP serves as the primary stream crossing on
UTJC2. The structure is located from Station 52+17 to 52+31.
Briles Site Restoration Plan
UTJC 2 Photograph Log
F
taw
? t,3Lw <17lF'
T
{`a
jvo
P'V
• ?= *4w-
Photograph 9 - Downstream view from the culvert at Station 52+31. Note the stream
flows through a well developed juncus/carex community. Disturbance from livestock
access is evident in this photograph.
'l
{t R
? ?f
1?.? 1 ? 'ems
l?, E {( ( •( r, ? ? rl a S-
- ?.•aL P???'? f ?? Fes` ! ?"
PI T
=?
fir. , iy '-4*
Photograph 10 - Downstream view of Cross-section 1 at Station 53+55. Note that the
left hank is elevated due to spoil from the excavation of the adjacent pond.
Briles Site Restoration Plan
UTJC 2 Photograph Log
Photograph 11 - An extended wet area exists adjacent to the right bank from Station
54+75 to 55+80. Multiple seeps from the valley slope interface with the floodplain to
provide surface hydrology to this area.
Photograph 12 - A 12" plastic pipe that serves as the overflow drain from the pond enters
the left bank of UTJC2 at Station 54+93.
Briley Site Restoration Plan
UTJC 2 Photograph Log
t.t`'? fifer F wi * ^.:.
r Sf .t) J? - hr '1.? t Y 'tri 4
y s 1._.
VS4
44
Photograph 13 - View of the right stream bank located opposite the outlet of the pond
overflow pipe. Note the evidence of livestock impacts, absence of vegetation, and
standing water present.

Photograph 14 - Elevated view of Cross-section 2 at Station 57+33.
Appendix D
Existing Conditions (Streams)
C
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fill,
Briles Site Restoration Plan
UTl to Aekson Creek
Particle Size Range mm Total # Item '%) % Cum.
S/C Silt/(`lav 0 < 0.062 9 9 9
Vet Fine Sand 0.062 < 0.125 0 0 9
Fine Sand 0.125 < 0.25 8 8 17
Sand Medium Sand 0.25 < 0.50 0 0 17
Coarse Sand 0.50 < 1.0 7 7 24
Very Coarse Sand 1< 2 9 9 33
Very Fine Gravel 2 < 4 11 11 44
Fine Gravel 4 < 8 15 15 59
Gravel Medium Gravel 8 < 16 9 9 68
Coarse Gravel 16 < 32 11 11 79
Ver Coarse Gravel 32 < 64 5 5 84
Cbl Small Cobhle 64 < 128 5 5 89
Large Cobble 128 < 256 6 6 95
Small Boulder 256 < 512 0 0 95
Bldr Medium Boulder 512 < 1024 0 0 95
Lame Boulder 1024 < 2048 0 0 95
Bdrk Bedrock Bedrock 5 5 100
Totals: 100 100 100
5'ilu0gr Snn., Gravels Cobbles Bookie). Bel o,k
100 - - 50
90 45
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80 0
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0.01 0.1 1 10 100 1000 10000
Panicle Size (rant)
-+- °; Cttnn)luticc (I'incr Chun) Number of Particles
Size percent less than mm
D16 D3 5 D50 D84 D95
0.25 1.5 5 15.5 1 1
Percent v substrate type
Silt Clay San (1 Gray cl C?)hhle RoUldel Bedrock

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Briles Site Restoration Plan
UTI to Jackson Creek
Stream: UT1 to Jackson Creek
Location: UT1 Cross-section #2 (Sta.3+41)
ate: 4/29/2003
Particle Size Range mm Total # Item % % Cum.
S/ Silt/Clay 2-< 0.062 14 14 14
Very Fine Sand 0.062 < 0.125 2 2 16
Fine Sand 0.125 < 0.25 5 5 21
Sand Medium Sand 0.25 < 0.50 10 10 31
Coarse Sand 0.50 < 1.0 4 4 35
Ve Coarse Sand 1 < 2 10 10 45
Very Fine Gravel 2<4 18 18 63
Fine Gravel 4 < 8 17 17 80
Gravel Medium Gravel 8 < 16 16 16 96
Coarse Gravel 16 < 32 2 2 98
Ve Coarse Gravel 32 < 64 0 0 98
Small Cobble 64 < 128 1 1 99
Cb1 Large Cobble 128 < 256 1 1 1 0
Small Boulder 256 < 512 0 0 100
Bldr Medium Boulder 512 < 1024 0 0 100
Large Boulder 1024 <7048 0 0 100
Bdrk Be roc Be roc 0 0 100
Totals: 100 100 100
Silt/Clay Sands Gravel Cobbles Boulders 1 Bedrock
50
100 I
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90 I I
i 40
80
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0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
--*-% Cumulative (Finer Than) ¦ Number of Particles
Sze percent less an mm
D16 D35 D50 D84 D95
0.125 1 1 2..) 9./ 10.75
ercen by substrate type (1/6)
Si t/C a Sand I Gravel I Cobble Boulder Be oc

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Briles Site Restoration Plan
UTI to Jackson Creek
Stream: UTI to Jackson Creek
Location: UTI Cross-section #3 (Sta 5+96)
ate:
Particle Size Range (mm) I Total # Item % % Cum.
S/C Silt/Clay 0< 0.062 25 1 25 25
Very Fine Sand 0.062 < 0.125 6 6 31
Fine Sand 0.125 < 0.25 4 4 35
Sand Medium Sand 0.25 < 0.50 7 7 42
Coarse Sand 0.50 < 1.0 10 10 52
Very Coarse Sand 1 < 2 10 10 62
Very Fine Gravel 2<4 16 16 78
Fine Gravel 4 < 8 14 14 92
Gravel Medium Gravel 8 < 16 3 3 95
Coarse Gravel 16 < 32 2 2 97
Ve Coarse Gravel 32 < 64 0 97
Cbl Small Cobble 64 < 128 1 1 98
Lame Cobble 128 < 256 2 2 10
Small Boulder 256 < 512 0 0 100
Bldr Medium Boulder 512 < 1024 0 0 100
Large Boulder 1024 <2048 0 100

Bdrk Bedrock
Bedrock
0
0
100
Totals: 100 100 100
loo SULIClav Sands Gravels Cobbles Boulders Bedrock $o
I
90 !
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80 ! , i i !
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0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
-? % Cumulative (Finer Than) 0 Number of Particles
Size percent less an mm
D16 D35 D50 D84 D95

Percent by substrate type (%)
Si t/Cla Sand I Gravel Cobble Boulder Bedrock

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Briles Site Restoration Plan
UTI to Jackson Creek
Stream: UTI to Jackson Creek
Location: UTI Cross-section #4 (Sta. 9+90
Date:
Particle Size Range (mm) I Total # Item % % Cum.
S/C Silt/Clay 0.062 1 11 11 11
Very Fine Sand 0.062 < 0.125 2 2 13
Fine Sand 0.125 < 0.25 2 2 15
Sand Medium Sand 0.25 < 0.50 2 2 17
Coarse Sand 0.50 < 1.0 2 2 19
Very Coarse Sand 1 <2 13 13 32
Very Fine Gravel 2<4 6 6 38
Fine Gravel 4 < 8 6 6 44
Gravel Medium Gravel 8 < 16 6 6 50
Coarse Gravel 16 < 32 12 12 62
Very Coarse Gravel 32 < 64 7 7 6
1 Small Cobble 64 < 128 3 3 72
Cb Large Cobble 128 < 256 10 10 1 2
Small Boulder 256 < 512 0 0 82
Bldr Medium Boulder 512 < 1024 0 0 82
Large Boulder 1024 <2048 0 0 2
Bdrk Bedrock Bedrock
18
18
100
Totals: 100 100 100
SiltlClay Sands Grmels Cobbles Boulders Bedrock
100 50
I

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9 I ?
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45
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80
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0.01 0.1 1 10 100 1000 10000
Particle Size (mm)
-F- % Cumulative (Finer Than) a Number of Particles
Sze percent less than mm
D16 D35 D50 D84 D95

Percent by substrate type (%)
Si t/C a San Grave Cobble Boulder Bedrock

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Briles Site Restoration Plan
UTI to Jackson Creek
Stream: UT1 to Jackson Creek
Location: UTI Cross-section #5 (Sta 15+40
Date:
Particle Size Range (mm) I o a em o o um.
/ Si Ca 0<0.0 2 10 10 1 10
Very Fine Sand 0.062 < 0.125 2 2 12
Fine Sand 0.125 < 0.25 1 1 13
Sand Medium Sand 0.25 < 0.50 0 0 13
Coarse Sand 0.50 < 1.0 4 4 17
Very Coarse Sand 1 < 2 12 12 29
Very Fine Gravel 2<4 7 7
Fine Gravel 4 < 8 4 4
Gravel Medium Gravel 8 < 16 20 20 M

Coarse Gravel
16 < 32
24
24 84
Ve Coarse Gravel 32 < 64 5 5
Small Cobble 64 < 128 5 5 94
Cbl Large Cobble 128 < 256 3 1 97
Small Boulder 256 < 512 0 0 97
Bldr Medium Boulder 512 < 1024 0 0 97
Large Boulder 1024 <2048 0 97
Bdrk Bedrock Be roc 3 3 100
Totals: 100 100 100
SildClay I Sands I Gravels I Cobbles I Boulders Bedrock
50
100

45
90 j (

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40
80 I
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35
ts 70
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30
m 60 ?
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4 15
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20 ¦
10

10

0
0
0.01 0.1 1 10 100 1000 10000
Panicle Size (mm)
-4--% Cumulative (Finer Than) ¦ Number of Particles
Sze percent less than mm
16 D35 D50 D84 D95
D
1 0.8 IU.2?) 11.6 1 /1 Z)
Percent by substrate type o
St t/C a Sand I Grave Cobble Bou er Bedrock

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Briles Site Restoration Plan
UT2 to Jackson Creek
Stream: UT2 to Jackson Creek
Location: UT2 Cross-section #1 (Sta. 3+55)
ate:
Particle Size Range (mm) I Total # Item % % Cum.
/C St t a 0< 0.062 43 43 1 4
Very Fine Sand 0.062 < 0.125 14 14 57
Fine Sand 0.125 < 0.25 0 57
Sand Medium Sand 0.25 < 0.50 2 2 59
Coarse Sand 0.50 < 1.0 1 1 60
Very Coarse Sand 1 < 2 4 4 64
Very Fine Gravel 2<4 4 4 68
Fine Gravel 4 < 8 16 16 84
Gravel Medium Gravel 8 < 16 11 11 95
Coarse Gravel 16 < 32 2 2 97
Ve Coarse Gravel 32 < 64 1 1 98
Small Cobble 64 < 128 1 1 99
Cbl Large Cobble 128 < 256 1 1 100
Small Boulder 256 < 512 0 0 100
Bldr Medium Boulder 512 < 1024 0 0 100
Lar e Boulder 1024 <2048 0 0 100
Bdrk Be roc Bedrock 0 0 100
Totals: 100 100 100
SUUClay Sands GraveLs Cobbles Boulders Bedrock
50
100 (
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Percent by substrate type (%)
Si t/Cla Sand I Grave Co a Boulder Bedroc
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UT2 to Jackson Creek
Particle Size Range mm Total # Item % % Cum.
S/ Silt/Clay < 0.062 43 43 1 __ 43
Very Fine Sand 0.062 < 0.125 14 14 57
Fine Sand 0.125 < 0.25 0 0 57
Sand Medium Sand 0.25 < 0.50 2 2 59
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Gravel Medium Gravel 8 < 16 11 11 95
Coarse Gravel 16 < 32 Z 2 97
Very Coarse Gravel 32 < 64 1 1 9
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Small Boulder 256 < 512 0 E 100

ldr
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0 E
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Bdrk Bedrock e roc 0 10
0
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IS, it/C a Sand I Grave Co e Boulder Be ffctroc
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43 21 1 54 L U I
Appendix E
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Appendix F
Sediment Transport

Z:
AMEMB
Stream Gauge Riffle UT Jackson Creek
105

104

103

102
_ - - - - - -
- - -

101 - - -- ----
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

100
m
99
W
98
97

96
95
0 5 10 15 20 25 30 35 40
Wid th from River Left to Right (ft)
section:
Stream Gau
ge-
Riffle
stream: ? UT Jackson Crook
llocation:' Randolph C o NC
description:
height of instrument ft
omit distance FS FS FS '' W fpa channel Manning's
notes t. ft ft elevation bankfull Lop of bank ft sb % "n"
100 7.17 5.43 18.0
100.02 98.15 99.89
100.17
100.17
dimensions
100.15
99.96
• ' 99.89
99.68
99.04
98.69
98.52 rau ics
98.15 0.0 velocity (ft/sec)
96.48 0.0 discharge rate, Q cfs
96.42 0.00 shear stress Ibs/ft sq)
96.39 0.00 shear velocity (ft/sec)
96.31 0.000 unit stream power Ibs/ft/sec
96.22 0.00 Froude number
96.25 0.0 fri on factor

96.24
96.39 m channel material
• 97.64 measured D84 mm
98.98 7 relative rou hness 0.0 fric. factor
99.81 n from channel material
10anning's
• • 100.14
100.29
100.31
100.27
100.27
100.13

13.5
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3.7 bank ht 5.4 w/d ratio

18.0 area
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prone 2.1 ent ratio
u/u*

0-9 threshold rain size
mm
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