20051097 Ver 2_Complete File_20051129

??r rrt'
'* WoIf C'ree
November 22, 2005
Periann Russell
Wolf Creek Engineering, PLLC
Engineering and Environmental Consulting
North Carolina Department of Environment and Natural Resources
Division of Water Quality
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27604
Re: Lick Creek Stream Restoration Project
Lee County, NC
Restoration Systems, LLC
Dear Ms. Russell,
niOV, 2 9 2005
NR- WATER QUALITY
WETLANDS AND S7(j6MA R BRANCH
As requested, the following is a summary of our telephone conversation on November
18, 2005, concerning the above referenced project. Several issues were discussed which
were associated with the design and construction of stream restoration projects in the
Triassic Basin in general and in particular how these issues relate to the case of the Lick
Creek Project. Primarily these issues involved the process of sediment transportation as
it relates to sand and silt bed streams, the appropriate use of shear stress and stream
power to evaluate sediment transport, the appropriate use of reference reach data, and the
appropriate methods for determining DSO.
At the time of our conversation I was unable to confmn whether or not all of these issues
had been taken into consideration during the design of this project. We are, however,
aware of these concerns and will evaluate the sediment transport related issues of the
channel design. If the result of this evaluation confirms any of the concerns that were
discussed we will notify you. Also, please rote that where appropriate -V e will
incorporate elements into the construction of the channel that will aid in the long term
stability and appropriate sediment transport of the channel.
If you require any additional information, please advise.
Sincerely,
Wolf Creek Engineering
tiran Ginn, P.E.
President
2705 Rustic [trick Road o italeigh, North Carolina 27603 • 919.779.1824 • www.wolfcreekeng.com
?0F \N A TFRQ Michael F. Easley, Governor
,C0 G William G. Ross Jr., Secretary
Co r North Carolina Department of Environment and Natural Resources
5
Alan W. Klimek, P.E. Director
Division of Water Quality
November 21, 2005
DWQ Project No. 05-1097
Lee County
Restoration Systems, LLC
Attn: Mr. M. Randall Turner
1101 Haynes Street, Suite 107
Raleigh, NC 27604
Subject Property: Lick Creek and Wallace Branch Restoration Plan
Carthage, NC
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Turner:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 8,500 linear feet of streams for the purpose of conducting a
stream restoration project known as "Lick Creek Stream Restoration Project", as described
within your application dated October 5, 2005, and additional information dated November 15,
2005. After reviewing your application, we have decided that the impacts are covered by
General Water Quality Certification Number(s) 3495 (GC3495). You must comply with all of
the conditions contained within that General Certification. This Certification(s) allows you to
use Nationwide Permit(s) NW 27 when issued by the US Army Corps of Engineers (USACE).
In addition, you should obtain or otherwise comply with any other required federal, state or local
permits before you go ahead with your project including (but not limited to) Erosion and
Sediment Control, Non-discharge, and other regulations. Also, this approval to proceed with
your proposed impacts or to conduct impacts to waters as depicted in your application
shall expire upon expiration of the 404 Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H.0506 (h). This approval requires you to follow the
conditions listed in the attached Water Quality Certification and the additional conditions
listed below.
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: httr)://h2o.enr.state.nc.us/ncwetlands
None Carolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
r
Lick Creek Stream Restoration Project
Page 2 of 4
November 21, 2005
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification are met. No other impacts are approved including
incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream 8,500 (feet) PCN
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Impacts Beyond Those in Application
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
4. Elimination of Impacts From Cattle
Cattle access shall be completely eliminated from the restored reaches on this project.
Constructed crossings shall be designed to allow for passage to the other side, but prevent
cattle from accessing the streams.
5. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
y
Lick Creek Stream Restoration Project
Page 3 of 4
November 21, 2005
within two (2) months of the date that the Division of Land Resources has released the
project.
6. Stream Work
All stream work shall be constructed, maintained, and monitored according to the approved
plans in the application. Any repairs or adjustments to the site must be made according to the
approved plans or must receive written approval from the Division to make the repairs or
adjustments.
7. Macrobenthic Monitoring Requirements
Sampling of benthic macroinvertebrates shall be conducted annually at the reference sites
and at four sites within the project:
• A site located at the bottom of the project;
• A site located at the confluence of Lick Creek and Wallace Branch;
• A monitoring site located upstream on both Lick Creek and Wallace Branch.
Sampling shall consist of Qua14 samples, as described in the Standard Operating Procedures
for Benthic Macroinvertebrates (NCDWQ Biological Assessment Unit, 2003,
http://h2o.enr.state.nc.us/esb/BAUwwwfbenthossol).pdf), and shall be performed by staff
certified by DWQ to make collections. Sampling shall occur once before construction
commences and annually, during the same month, following construction. Results of this
sampling shall be submitted to DWQ for review as part of the annual monitoring
requirements.
8. Success Criteria and Release of Credits
Success shall be demonstrated in maintaining restored reaches as perennial streams (as
defined by DWQ) prior to receiving mitigation credits.
9. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification, and any
subsequent modifications, the applicant is required to return the attached Certificate of
Completion to the 401 Oversight/Express Review Permitting Unit, North Carolina Division
of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
L
Lick Creek Stream Restoration Project
Page 4 of 4
November 21, 2005
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This Certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone Cyndi Karoly or Cynthia Van Der Wiele
in the Central Office in Raleigh at 919-733-1786. .
Sincerely,
Ay- Alan W. Klimek, P.E.
AWK/cvdw
Enclosures: GC 3495 .
Certificate of Completion
cc: USACE Wilmington Regulatory Field Office
DWQ Fayetteville Regional Office
DLR Fayetteville Regional Office
File Copy
Central Files
Filename: 051097LickCreekStrean Mit(Lee)401
W ATE
RQG
p?pF Michael F. Easley, Governor

tom-- William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
W
Alan W. Klimek, P.E. Director
'?5 Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address:
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address:
Contact Information:
Fax To: Randy Turner
Subject: Lick Creek Stream Restoration
Number of pages including cover sheet: 3
Notes or special instructions:
Fax #: [phone]
Date: October 25, 2005
The original will be sent in the mail. If you have questions please call Cynthia Van Der Wiele @ 715.3473.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] /Internet: http://h2o.enr.state.nc.us/ncwetlands
1650 Mail Service Center
Raleigh, NC 27699-1650
Phone #: [phone]
Fax #: [phone]
One
N Carolina
)Vatura!!ry
i
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
,?401
Natural Resources
Restoration & Conservation
November 15, 2005
Cyndi Karoly, Head
North Carolina Department of Environment
and Natural Resources
Division of Water Quality
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27604
ATTENTION: Cynthia Van Der Wiele
!e1
NO V 1 5 2005
WETI DENR - WATER QUALITY
AND sTORMWATER BRANCH
SUBJ: Response to DWQ's Request for Additional Information Pursuant to the
Restoration of Approximately 9,500 Linear Feet of Channel Reaches for Lick
Creek and Wallace Branch in Cape Fear River Basin Cataloguing Unit 03030004;
Lee County
REF: DWQ's October 25, 2005 Request for More Information
Restoration Systems, LLC (RS) submitted a PCN in early October and received your
written request for additional information on November 2. RS appreciates the time and
care spent in the review of its application and is pleased to offer the following responses
to the questions raised in the referenced letter.
1. The project site is in the Triassic Basin. Please explain the use of reference
streams in Anson County.
The Site is located within the Chatham Group, Sanford-Durham sub-basin of the
Triassic Basin. The references are located in the Wadesboro sub-basin of the Triassic
Basin.
The goal of the reference reach search was to identify one or more stable reference
reaches with the correct sediment type, valley type and slope as close as possible to
the project site, within the same eight-digit hydrologic unit AND within the Triassic
Basin. Finding a reference within the Triassic Basin was determined to be most
important because the streams within this ecoregion are believed to act and function
differently than similar streams in other ecoregions.
Therefore, the reference reach search encompassed the 03030004 CU as well as the
entire Triassic Basin within North Carolina. However, finding a suitable, stable
stream was difficult. The search was exhaustive and included field reviewing every
Pilot Mill • 1101 Haynes St., Suite 107 • Raleigh, NC 27604 • www.restorationsystems.com • Phone [phone] • Fax [phone]
W,*
Page 2
November 15, 2005
j
o14F W AT ?RQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
October 25, 2005
DWQ No. 05-1097
Lee County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Restoration Systems, Inc.
Attn: Mr. Randy Turner
1101 Haynes Street, Suite 107
Raleigh, NC 27604
Subject Property: Lick Creek and Wallace Branch Stream Restoration
REQUEST FOR MORE INFORMATION
Dear Mr. Turner:
On October 5, 2005, the Division of Water Quality (DWQ) received your application for a 401 Water
Quality Certification. Upon review of your application package, DWQ found several issues that require
additional information in order to process your application to impact protected wetland, streams and/or
buffers on the subject property. Unless we receive the additional information requested below, we will
have to move toward denial of your application as required by 15A NCAC 2H.0506 and will place this
project on hold as incomplete.
Please provide the following information so that we may continue to review your project:
1. The project site is in the Triassic Basin. Please explain the use of reference streams in Anson
County.
2. Please explain how the reference streams were used in the design of the restored reaches. The
design seems to be based on the Rural Piedmont Regional Curve. Additionally, since the area may
be urbanizing due to the US 421 Bypass (noted in Section 2.3), it may be advisable to use a curve
that tends towards a more urban character.
3. Triassic Basin clays act differently from most other soils. For example, the two reference sites have
a sinuosity of 1.06 and 1.39, respectively. However, three of the seven restoration reaches have
sinuosity of 1.63 to 1.86 (much higher than appears to be supported by actual Triassic streams).
Please explain this aspect of your stream design. DWQ is concerned that the increased sinuousity
[effectively changing the slopes in the restored reaches to be less than half of the reference reaches],
will lead to flow ceasing more frequently during dry periods.
4. DWQ notes that classic Triassic Basin streams have fairly homogeneous clay bottoms, with very
little other material in them except for the occasional stick or rock. The reported D50s range from
1-4mm. Where rocks are not part of the landscape, DWQ usually recommends thaf restoration
projects use only wood structures. At present, the grade control structures are proposed to be
largely rock material.
5. Finally, you should be advised in advance that DWQ will require monitoring of benthic
macroinvertebrates as part of the monitoring proposal. Four sites should be sufficient. These
would include:
a. A site located at the bottom of the project
b. A site located at the confluence of Lick and Wallace
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.stAte.ne.us/ncwetlands
NO a Carolina
Atura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper

Lick Creek Stream Restoration
Page 2 of 2
October 25, 2005
c. A monitoring site located upstream on each branch.
Please respond within three (3) weeks of the date of this letter by sending five (5) sets of this information
to me in writing.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Cynthia Van Der Wiele at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
S' cerely,
Cyn i Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: Todd Tugwell, USAGE Raleigh Regulatory Field Office
DWQ Fayetteville Regional Office
File Copy
Central Files
Filename: 05010971;ickCreekRestorationPlan(Lee)hold
05-1097 Lick Creek & Wallace Branch Stream Restoration
Subject: DWQ 05-1097 Lick Creek & Wallace Branch Stream Restoration
From: Laurie Dennison <[e-mail]>
Date: Wed, 26 Oct 2005 07:12:12 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. *Please
do not send your response as a reply to this e-mail or via fax.* The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
Content-Type: aPPlication/msword
j051097LickCreekRestorationPlan(Lee)hold.doc
Content-Encoding: base64
1 of 1 10/26/2005 7:12 AM
Re: lick creek stream restoration plan
Subject: Re: lick creek stream restoration plan
From: Larry Eaton <[e-mail]>
Date: Tue, 25 Oct 2005 15:11:06 -0400
To: Cynthia F Van Der Wiele <[e-mail]>
Hi Cynthia,
Sorry for the delay. For some reason I thought this was a regular permit, not
express, so we had more time.
All of my comments come from the fact that this project, unlike anything else, is
located in the Triassic Basin - a very wierd and understudied place. For this reason
I am willing to overlook that their reference streams are in Anson County where the
project is in Lee, usually that's too far away. Since they went to so much work to
find these reference streams, I would hope that they use them for stream design,
however for the most part they didn't. It appears that they took their design
criteria entirely off of the Rural Piedmont Regional Curve, which may be OK for most
soil types, but Triassic Basin clays act differently from most other soils with rocks
in them. For instance, the 2 reference sites have sinuosity of 1.06 and 1.39,
however 3 of the 7 restoration reaches have sinuosity of 1.63 to 1.86 - much higher
than appears to be supported by real Triassic streams. Maybe they have some other
information showing that the extra sinuosity is warrented for more that just making
more stream length to get more credit. The extra sinuosity makes the slopes in the
restored reaches less than half of in the reference reaches and I am afraid that this
might lead to flow ceasing more frequently and stressing the bugs (changing community
from stream bugs to pond bugs).
The classic Triassic stream has a fairly homogeneous clay bottom, with very little
else in it except the occasional stick or rock. All reported D50s range from 1-4mm,
so this may be the case here to. In the coastal plain, where rocks are not part of
the landscape, we usually suggest that restorations be done using only wood
structures. In these Triassic streams, where rocks seem to be equally foreign,
should we require the same? Right now all of their grade control are rock
structures.
Since this is the Triassic Basin, an area where we have no previous data, I would
also like to require monitoring of benthic macroinvertebrates as part of their
monitoring proposal. Probably 4 sites would be enough: 1 at the bottom of the
project, one just above the confluence of Lick Cr and Wallace Cr and a reference
(probably upstream of the project since the reference reaches they examined are
probably too small). As usual, 1-2 years preconstruction and 3 years post
construction with success being a significant increase in the species of bugs and/or
their tolerance.
Finally, I just wanted to give kudos to the designer who had the guts to make a
project with bends of different sizes and shapes. It was so refreshing to look at a
stream pattern that did not come off an oscilloscope.
Larry
Cynthia F Van Der Wiele wrote:
Hey Larry,
Any comments for this? We've had it 20 days, so if there's a need to put it on
hold, I need to know asap.
Do you have any specific monitoring conditions you would like me to add? This is
a 9500-foot long restoration with 6 pocket wetlands just north of the Sandhills
(Lee County).
Thanks!
Cynthia
1 of 2 10/25/2005 3:13 PM
200510$7
Natural Resources
Restoration & Conservation
October 4, 2005
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
ATTENTION: Todd Tugwell, Regulatory Project Manager
of Q
?arER?cy
SUBJECT: Application for Nationwide 27 Authorization for the Restoration of Approximately
9,500 Linear Feet of Channel Reaches for Lick Creek and Wallace Branch in Cape
Fear River Basin Cataloguing Unit 03030004; Lee County
Restoration Systems, LLC (RS) is pleased to submit a pre-construction notification (PCN) for
proposed stream restoration activities at Lick Creek and Wallace Branch located northeast of
Sanford in Lee County. These stream reaches have been severely degraded over the years due to
unrestricted use by livestock. This full delivery project was proposed by RS to address stream
restoration needs identified in the Cape Fear River Basin (CU 03030004) by the Ecosystem
Enhancement Program. It is important to point out that RS previously applied for Nationwide
authorization for the same project on June 15, 2005, but subsequently discovered that the design
of the stream restoration was severely flawed. The Division of Water Quality and Corps of
Engineers were notified that the application was being withdrawn. RS has since commissioned a
re-design effort and has invested heavily in peer review of the finished product.
Five copies of this application and its attachments/enclosures are being provided to the Division
of Water Quality (DWQ). A separate application package including Erosion & Sedimentation
Control plans is being sent to the North Carolina Division of Land Quality.
In addition to half-size (11" X 17") construction plan sheets and technical specifications, this
application package contains a copy of the Federal Highway Administration (FHWA)-approved
Categorical Exclusion (CE) Action Classification Form, the Amended Stream Restoration Plan,
the conservation easement (and survey), and DWQ Stream Classification Forms. Please note that
Section 7 (ESA) and Section 106 (NHPA) issues were fully addressed in the Feasibility Study as
indicated by the approval of the CE by the FHWA. In summary, no suitable habitat for listed
species is located within the project area and no historic properties are listed for the project area
by the State Historic Preservation Office.
Please submit any questions to Worth Creech in Raleigh at 755-9490. Thank you for your time
and consideration.
Sincerel,
M. Q'V'm6l4w
M. Randall Turner
cc: Cyndi Karoly/Attn: Cynthia van Der Wiele
Pilot Mill • 1101 Haynes St., Suite 107 • Raleigh, NC 27604 • www.restorationsystems.com • Phone [phone] • Fax [phone]
Office Use Only: 2 0 0 5 Foryn OVersision March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information OCT 5 (,. 2005
Name: John Skvarla DENR . WATER QUALITY
Mailing Address: Restoration Systems, LLC V&M MDSMD
1101 Haynes Street, Suite 107
Raleigh, NC 27604
Telephone Number: 919-755-9490 Fax Number: 919-755-9492
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Lick Creels Stream Restoration Project (see enclosed Amended Stream
Restoration Plan)
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): Portions of the following properties are enrolled in
the conservation easement: 9664-42-2507-00 9664-51-6788-00 9664-32-6352-00 9664-32-0349-
00, 9664-43-2455-00, and 9664-64-8054-00. The parcel is described in a deed recorded in Deed
Book 948, at Page 339 of the Lee County Registry, North Carolina (See Attachment A and B).
4. Location
County: Lee Nearest Town: Sanford
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): See Figures 1 and 2 of the
enclosed Restoration Plan for Vicinity Map and Project Location Map. Take US 1 South into Lee
County. Turn left onto Colon Rd. Cross Post Office Rd. and take the next left onto Riddle
Road. Dead end into Lower Moncure Road and turn right. The project stream is at the first bridge
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
.separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.515200 ON 79.119100 °W
6. Property size (acres): approximately 54 acres - Conservation Easement (See Attachment A for the
conservation easement survey and property information).
7. Name of nearest receiving body of water: Lick Creek and Wallace Branch
8. River Basin: Cape Fear 03030004
(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.ne.us/admin/maDs/.)
Page 2 of 9
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The reaches of Lick Creek and Wallace Branch designated for
restoration are highly degraded due to unrestricted livestock access channelization riparian
vegetation removal, agricultural ditching and increasing non-point source runoff from the develo
Ting
watershed. The area surrounding the project site consists primarily of forest, pasture, and agriculture,
with some residential development and secondary surface transportation routes. A full description of
existing conditions can be found in Chapter 3 of the enclosed Stream Restoration Plan. The following
relevant figures are also found in the Restoration Plan: Figure 4: Watershed Land Cover, Figure 5:
Project Site Aerial Photograph; Figure 6: Project Site Soils Map. Project Site Existing Conditions
Photographs are shown in Appendix A of the Stream Restoration Plan.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project involves Priority 1 restoration of 5,000 LF of Lick Creek and 3,500 LF of Wallace
Branch. The restoration design will create an additional 1,000 LF of stream channel for a total
restored stream length of 9,500 LF. Restoration activities include constructing a new stable stream
channel, installing natural instream habitat and grade bank stabilization structures riparian plantings
and livestock exclusion fencing. The project also includes the creation of six pocket wetlands.
Equipment to be used during construction may include an excavator, skid-steer, front-end loader, and
dump truck. The proposed restoration design is shown in Sheets 1-6, presented as Figure 11, in the
enclosed Stream Restoration Plan.
11. Explain the purpose of the proposed work: The proposed project is being conducted as a full-
delivery project for the North Carolina Ecosystem Enhancement Program (NCEEP). The pu orp se of
the project is to restore a degraded section of Lick Creek and Wallace Branch in order to improve
local water quality, enhance flood attenuation, and restore aquatic and riparian habitat. This project
will provide 9,500 LF of Stream Mitigation Units within the Cape Fear River Basin Cataloging Unit
(CU) 03030004 for the NCEEP.
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. None.
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.
None.
Page 3 of 9
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: As the proposed meandering
stream channel is constructed across the existing channel foo rint arts of the existing channel will
be filled. However the total stream length will be increased from 8,500 to 9,500 LF for a net gain of
1,000 LF. No wetlands will be impacted by the project However, six pocket wetlands will be
created for -a total acreage of approximately 0.76 acres See Plan Sheets 1-6 of the Restoration Plan
for a plan view of the proposed design See Attachment C for stream evaluation forms Photos of the
existing site are provided in Appendix A of the Restoration Plan
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flondina
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodp1ain
(yes/no Distance to
Nearest
Stream
linear feet) Area of
Impact
(acres)

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: An area to the
northwest of the confluence of Lick Creek and Wallace Branch was identified as a
Piedmont/Mountain Bottomland Forest community. This area appears to be subject to saturated
conditions and may be considered a wetland Approximately one-half to one acre of this area lies
within the protect site/conservation easement boundary and none of the area will be impacted by the
stream design or construction The portion within the conservation easement boundary will be
preserved in perpetuity.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
Page 4 of 9
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on ma Before Impact (linear feet) acmes
Reach A and B Wallace Branch Temporary
(Restoration) perennial 20 ft 3,500 1.6
Reach C D and E
' Lick Creek Temporary
(Restoration) Perennial 30 ft 5 000
' 3.4

Total Stream Impact (by length and acreage) 8,500 5.0
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
(acres)

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 5
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 5
Total Stream Impact (linear feet): 8,500
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Page 5 of 9
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Current land use in the vicinity of the pond: N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
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. Avoidance: In order to restore
lost functions to Lick Creels, it was necessary to reconfigure its pattern, profile and dimensions
Excavating a totally new channel separate from the existing channel would not have been
practicable due to the large volume of surplus waste (soil) to be displaced
Minimization: A temporary pump-around system will be utilized during construction and each
section will be stabilized as it is completed. All appropriate erosion and sediment control
practices will be utilized.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htinl.
Page 6 of 9
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.
The mitigation plan is described in the enclosed Stream Restoration Plan The plan
provides 9,500 LF of Priority 1 stream restoration for the EEP in Cape Fear Cataloging Unit
03030004. Site location is given in Figures 1 and 2. Affected streams are Lick Creek and
Wallace Branch. The plan view representing the proposed design is shown on Sheets 1-6 of
the enclosed Restoration Plan. A permanent conservation easement for the site was recorded
in Lee County on December 6, 2004 (Deed Book 948, Page 339).
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
'requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No
A Categorical Exclusion document pursuant to NEPA was submitted to FHWA. See Attachment
D for a copy of the approval letter from FHWA.
Page 7 of 9
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Impact I Required
Zone ,..-... _ F eta Multiplier
A x:4:.....4:...,,.
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1,
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating. total proposed impervious level.
No change in impervious acreage is proposed.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No wastewater generation is associated with this project.
Page 8 of 9
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.ne.us/ncwetlands. If no, please provide a short narrative description:
This stream restoration site will be protected b a permanent conservation easement which rohibits an
future development agriculture or timbering activities on the site See Attachment B for a cop of the
"Wallace and Lick Creek Site" Conservation Easement recorded December 6 2004.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature DAte
s signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
d.7.rr.8 A(--'H11A.r• NT A
Conservation Easement Survey
Jm D <
NWAvh 5M?3
S
,+1 N ? r yY
?11 V y Y
a?
CAC`
Pn.A.o
AC2 PO YOS
n0? w
9t% e?
,?gC yt.
m l? c
4 u u N om., I?L.'go,• _ ? ?' P O
r ?
=

N
-
U w
9
V 2

w
hf
w
N i

P
--

P
w

U
m?' w
6

V
- =

N

t'

P

-? C
T
r
?' f ? f # ? ? # a m ? m N r?i n .
J
- m t` i °?C+rr? 'L v! J9.r D Z a `? 4z "?f''V?'?(Qn' - J _
S, ,'„" ? : oat > o.>
1 $°d ?. c ?+ -o '>`? w°• Nv,o? ? ay`ie. °?V !°r?v9 m??a, ?Q ? ? ? -? .
?'a` :.tom: I w{+',i°,? mm uw°,° t vn? Im "no.y v i,?oP?N
? l' 3 ? d i { y i s p ° w N$ - a ?? f I> Y ? s y \ } Z I M £ o ? .
I?iw _4 1 d• 1? Qz ? m ? q ? r 6`. Ih ma]C?] ? /
f
?Ml _ ;? ? ? `nl ?7 Vie, $}o y?v O'am Nrtirfnoii?
p/. I° 951 Lss ` ?y °?a,.? ?,v I^.wNl_^wm?,
o ? s
-52
m°5 elf 1 y o = -
LL LL.L.
?? Y o
a t?s.a?. ? <> 4 ? - -
, S?>6Sf
o rL 30 `?
i
? 1 C y,69 'Oith _ ? Z m y W D J v? \µ? V ?^
,98-90 tt 6'rt .n w •'s2.° ^t
t
5.9
i , p\ v? O. N j p s N G `?C Z
ol onO OTC O? O+i? C? _O?O h
Ig'-: .o rya \_ - - _1 _.56?6.,?5 _ `...•? / +!'? o ?„ m _ 1 -4b
?? t7 Y ?° Ca` E• 6 . 3,J.p5v+'- ?• ?? mo U !?1 c.
? w }
m ?"° ? ? 3,89.•\9?5' ` fJl\ <t m'^
? 99159'7 "9?y?ryy-,:x`<<<''._'':y9\? c \ti\ Wmo }
Mgt
.ar:`.: 'i.... ? ?,m'_'ysOt \ ?„ b.'`f. ?•c?\,'? . ii' G7 u o a ?:?
,ow?? \ g?..'i? a•. gal. ap?Fct^?G P i°'
°f° - +{0? vim"' ° ^ ?` x \ +°o c z c?, :s cnai ni .n
S?n
wI" ny 3o;m aA \'?r<\s ??lc\z NN ?s
> wN ',• ?Sy°aa 3? 3sas? ? `moo m t i
s j m o \^ B K09' ? G2' ? I
S SI•• ,x, e - o'•b't, q,.s ?? C u ° Scf I S
>'-LM. ^ `'< 92V
y . z 4 n'3 p Z ° i ° - ^ F If N? , `'s I f .75'86£05 ,•{ ?-
_ m? ?= r?*1?bb?n> G? s_ O el"? ? ??v L= 4?m ?,y'";1 li.6L.SS1 v
•r0 a a ?A.a ?y. C w'n Ilnr D- J.
xe
`? ° x r:"?'• e ?° s ? I °Q-??9 i $ee ? l'E, IS I.Zi °-o?n _ r+na? / m
42.
e? A:$? 10 o^oz o%a? - of °I?.. - nw !e?
7, 14
^j
o n =3 ' s3 / o ° j- of
° S •? ono: o% ;m I? _ 'S
o ? 3 ?3 n ? ?n? - ei 3 n
t ° 1\
o ? ? y O -' <:qa ?o l.non x na o$ sN 3 3`i- ( da a° n2° C n 3 5 0o Z
r1 '?} fC o - a m _ e a ,'r = z? i+ q • y > t } y
a tl ?esvn _ _ of F-? oNj ?O ?A?'? e O ei
_?7]
Z? r ?`'- ?V IIPO ?° n' o O• O?v NZH ?O t,Ol?b 1 ?O 2,
a _ Io Q . ?_ m o 4 pA?
cOC v' n
f yOn c °- co c °o
r ^ e ? ia?
? arnt?.r o ao:> a cop o°v, ow _ L??^^ ? ,. I _ 6 ?^ ^c
e 7t
? a ^+ ? Aa-?? 2tOnnn-an M2 ,n c-anznn
o N ? G `°^ ? " ? .t5AC $Qia nyL"?'uzixga;ama yic?iaN
-2o75. io'? a ?.' ?a u o > om Coal a°zmp°°a i,,.z nx?te^an
aiq°?N m e ? a n oa ?:.$?a; ?n?'TE`$=w
` q `ems z ?` c 3 _ o°'°o? 6--c o3om°V ?Ce !!
a .,: \ _o ??cz i ?A £;ge ;O4a n°x ;?om'?
nt0 `'3»
aq4 a?a? °NP ° n ° $ °?,,'Z a° y>? - °"\E+e,o c if
z < z ?
ATTACHMENT B
Conservation Easement Document
FILED
LEE COUNTY
MOLLIE A. MCINNIS
REGISTER OF DEEDS
FILED Jan 05, 2005
AT 11:05:13 am
BOOK 00952
START PAGE 0173
BK:00952 PG:0173
STATE OF NORTH CAROLINA
LEE COUNTY
Prepared by and return to: William P. Aycock, II, Esquire
P. O. Box 21847, Greensboro, NC 27420
END PAGE 0178
INSTRUMENT # 00102
CONSERVATION EASEMENT
THIS CONSERVATION EASEMENT DEED, made this 29+ti day of e-ce?v 6e,r ,
2004 , by and between RESTORATION SYSTEMS, LLC, a North Carolina limited liability company,
whose mailing address is 1101 Haynes Street, Suite 107, Raleigh, North Carolina 27604, Grantor, and
NORTH CAROLINA WILDLIFE HABITAT FOUNDATION, a North Carolina non-profit
corporation, whose mailing address is P. O. Box 29187, Greensboro, North Carolina, 27429-9187
("NCWHF"), Grantee.. The designations Grantor and Grantee as used herein shall include said parties,
their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine, or neuter as
required by context.
WITNESSETH:
WHEREAS, pursuant to the provisions of N.C. Gen. Stat. § 143-214.8 et seq., the State of North
Carolina has established the Ecosystem Enhancement Program within the Department of Environment and
Natural Resources for the purposes of funding, acquiring, maintaining, restoring, enhancing, and creating
wetland and riparian resources that contribute to the protection and improvement of water quality, flood
prevention, fisheries, aquatic habitat, wildlife habitat, and recreational opportunities; and
WHEREAS, the Department of Environment and Natural Resources, the North Carolina
Department of Transportation and the United States Army Corps of Engineers, Wilmington District have
entered into a Memorandum of Agreement, (MOA) duly executed by all parties on July 22, 2003. This
MOA recognizes that the Ecosystem Enhancement Program is to provide for compensatory mitigation by
effective protection of the land and natural resources of the State by restoring, enhancing and preserving
ecosystem functions; and
WHEREAS, Grantor owns in fee simple certain real property situated, lying, and being in East
Sanford Township, Lee County, North Carolina (the "Grantor's Property"), and being more particularly
described in deed recorded in Book 948, Page 326; Book 948, Page 333; Book 948, Page 336; and Book
948, Page 346 of the Lee County Registry, North Carolina; and
WHEREAS, the restoration, enhancement, creation, and preservation of Grantor's Property is a
condition of the funding provided by the N.C. Ecosystem Enhancement Program. Grantor and Grantee
agree that third-party rights of access, monitoring, enforcement and completion of any project encumbered
RS-LICK CREEK Conservation Easement(12/29/2004)
BK:00952 PG:0174
by this conservation easement shall be held by the N.C. Ecosystem Enhancement Program (to include any
successor State agencies), and that these rights are in addition to, and do not limit, the rights of enforcement
under this conservation easement; and
WHEREAS, Grantor is willing to grant a Conservation Easement on Grantor's Property, thereby
restricting and limiting the use of Grantor's Property to the terms and conditions and for the purposes
hereinafter set forth, and Grantee is willing to accept such easement.
NOW, THEREFORE, in consideration of the mutual covenants, terms, conditions, and
restrictions hereinafter set forth, Grantor unconditionally and irrevocably hereby grants and conveys unto
Grantee, its successors and assigns, forever and in perpetuity, a Conservation Easement of the nature and
character and to the extent hereinafter set forth, over Grantor's Property, referred to hereafter as the
Easement Area, for the benefit of the people of North Carolina, and being all of the tracts of land being
more particularly described as follows:
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE.
The purposes of this Conservation Easement are to preserve, maintain, restore, enhance, and create
wetland and/or riparian resources in the Easement Area that contribute to the protection and improvement
of water quality, flood prevention, fisheries, aquatic habitat, wildlife habitat, and recreational opportunities;
to maintain permanently the Easement Area in its natural condition, consistent with these purposes; and to
prevent any use of the Easement Area that will significantly impair or interfere with these purposes. To
achieve these purposes, the following conditions and restrictions are set forth:
1. DURATION OF EASEMENT
This Conservation Easement shall be perpetual. It is an easement in gross, runs with the land, and
is enforceable by Grantee against Grantor, their personal representatives, heirs, successors, and assigns,
lessees, agents, and licensees.
II. RESERVED USES AND RESTRICTED ACTIVTTES
The Easement Area shall be restricted from any development or usage that would impair or
interfere with the purposes of this Conservation Easement. Unless expressly reserved as a compatible use
herein, any activity in, or use of, the Easement Area by the Grantor is prohibited as inconsistent with the
purposes of this Conservation Easement. Any rights not expressly reserved hereunder by the Grantor have
been acquired by the Grantee. The following specific uses are prohibited, restricted, or reserved as
indicated:
A. Recreational Uses. Grantor expressly reserves the right to undeveloped recreational uses,
including hunting and fishing, and access to the Easement Area for the purposes thereof.
Usage of motorized vehicles in the Easement Area is prohibited.
B. Educational Uses. The Grantor reserves the right to undeveloped educational uses and
the right of access to the Easement Area for such purposes including organized
educational activities such as site visits, studies, and observations.
C. Vegetative Cutting. Cutting, removal, mowing, harming, or destruction of any
vegetation in the Easement Area is prohibited.
D. Industrial Use. Industrial activities in the Easement Area are prohibited.
E. Residential Use. Residential use of the Easement Area is prohibited.
F. Commercial Use. Commercial activities in the Easement Area are prohibited.
G. Agricultural Use. Agricultural use of the Easement Area including use for cropland,
waste lagoons, or pastureland is prohibited.
H. New Construction. There shall be no building, facility, mobile home, or other structure
constructed or placed in the Easement Area.
2
BK:00952 PG:0175
1. Signs. No signs shall be permitted in the Easement Area except interpretive signs
describing restoration activities and the conservation values of the Easement Area, signs
identifying the owner of the Grantor's Property and the holder of the Conservation
Easement, and signs giving directions or proscribing rules and regulations for the use of
the Easement Area.
J. Dumping. Dumping of soil, trash, ashes, garbage, waste, abandoned vehicles, appliance
or machinery, or other material in the Easement Area is prohibited.
K. Grading, Mineral Use, Excavation, Dredging. There shall be no grading, filling,
excavation, dredging, mining, or drilling; no removal of topsoil, sand, gravel, rock, peat,
minerals, or other materials.
L. Water Quality and Drainage Patterns. There shall be no diking, draining, dredging,
channeling, filling, leveling, pumping, impounding or related activities, or altering or
tampering with water control structures or devices, or disruption or alteration of the
restored, enhanced, or created drainage patterns. In addition, diverting or causing or
permitting the diversion of surface or underground water into, within or out of the
easement area by any means, removal of wetlands, polluting or discharging into waters,
springs, seeps, or wetlands, or use of pesticide or biocides is prohibited.
M. Subdivision. Subdivision, partitioning, or dividing the Easement Area is prohibited.
N. Development Rights. No development rights which have been encumbered or
extinguished by this Conservation Easement shall be transferred pursuant to a
transferable development rights scheme or cluster development arrangement or
otherwise.
The Grantee, and authorized representatives of the Grantee, shall have the right to enter the
Easement Area and shall have the right of reasonable ingress and egress to the Easement Area over the
Grantor's Property, at all reasonable times to undertake any activities to restore, manage, maintain,
enhance, and monitor the wetland and riparian resources of the Easement Area. These activities include
planting of trees, shrubs and herbaceous vegetation, installation of monitoring wells, utilization of heavy
equipment to grade, fill, and prepare the soil, modification of the hydrology of the site, and installation of
natural and manmade materials as needed to direct in-stream, above ground, and subterraneous water flow.
In addition, the Grantee, and authorized representatives of the Grantee, shall have the right to enter the
Easement Area and shall have the right of reasonable ingress and egress to the Easement Area over the
Grantor's Property, at all reasonable times for the purpose of inspecting said property to determine if the
Grantor is complying with the terms, conditions, restrictions, and purposes of this Conservation Easement.
The easement rights granted herein do not include public access rights.
The Grantor may request permission to vary from the above restrictions for good cause shown,
provided that any such request is consistent with the purposes of this Conservation Easement. The Grantor
shall not vary from the above restrictions without first obtaining written approval from the Grantee and the
Ecosystem Enhancement Program, whose mailing address is 1619 Mail Services Center, Raleigh, NC
27699-1619.
III. ENFORCEMENT AND REMEDIES
A. In the event that the Grantee determines that the Grantor has violated or is threatening to
violate any of these terms, conditions, or restrictions, the Grantee may institute a suit to
enjoin such violation and if necessary, to require the restoration of the Easement Area to
its prior condition at the expense of the Grantor.
B. No failure on the part of Grantee to enforce any covenant or provision hereof shall
discharge or invalidate such covenant or any other covenant, condition, or provision
hereof or affect the right of Grantee to enforce the same in the event of a subsequent
breach or default.
BK:00952 PG:0176
IV. MISCELLANEOUS
A. This Conservation Easement shall be construed to promote the purposes of N.C. Gen
Stat. § 143-214.8 et seq., the Ecosystem Enhancement Program.
B. This instrument sets forth the entire agreement of the parties with respect to the
Conservation Easement and supersedes all prior discussions, negotiations, understandings
or agreements relating to the Conservation Easement. If any provision is found to be
invalid, the remainder of the provisions of the Conservation Easement, and the
application of such provision to persons or circumstances other than those as to which it
is found to be invalid, shall not be affected thereby.
C. Any notices shall be sent by registered or certified mail, return receipt requested to the
parties at their addresses shown above or to other address(es) as either party establishes in
writing upon notification to the other.
D. Grantor shall notify Grantee in writing of the name and address and any party to whom
the Grantor's Property or any part thereof is to be transferred at or prior to the time said
transfer is made. Grantor further agrees to make any subsequent lease, deed, or other
legal instrument by which any interest in the Grantor's Property is conveyed subject to
the Conservation Easement herein created.
V. QUIET ENJOYMENT
Grantor reserves all rights accruing from ownership of Grantor's Property, including the right to
engage in or permit or invite others to engage in only those uses of the Easement Area that are expressly
reserved herein, not prohibited or restricted herein, and are not inconsistent with the purposes of this
Conservation Easement. Without limiting the generality of the foregoing, the Grantor expressly reserves to
the Grantor, and the Grantor's invitees and licensees, the right of access to the Easement Area, and the right
of quiet enjoyment of the Easement Area.
TO HAVE AND TO HOLD the said rights and easements perpetually unto Grantee for the
aforesaid purposes.
AND Grantor covenants that Grantor is seized of said premises in fee and has the right to convey
the permanent easement herein granted; that the same are free from encumbrances and that Grantor will
warrant and defend title to the same against the claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the Grantor has hereunto set his hand and seal, the day and year
first above written,
RESTORATION SYSTEMS, LLC, a North
Carolina limited liability c mpany
By: B
Name: ?x r+c ?.??
Title: Manager
BK:00952 PG:0177
STATE OF Wd"146 Co""'
COUNTY OF
I, Ck a?-10+. e- j' ol0 rns o n , a Notary Public, do hereby certify that
George A. Howitrj , a Manager of RESTORATION SYSTEMS,
LLC, a North Carolina limited liability company, personally appeared before me this day
and acknowledged the due execution and sealing of the foregoing instrument as Manager
on behalf of and as the act of the company referred to in this acknowledgment.
WITNESS my hand and official seal this the Z9 +4 day of D e ce m L ev
2004.
Notary Public
My commission expires:
May I-4, 2-cog
Notary Public, North Carolina
E(lu,CHARLOTTE ROBINSON
Wake County
y° My Commission Expires
511-+Io9
NORTH CAROLINA - LEE COUNTY
The foregoing certificate(s) of
CHARLOTTE ROBINSON
Notary Public is (44e) certified to be correct.
Duly registered this date and hour shown
on the first page hereof.
MOLLIE A. MCINNIS
Register of Deeds
By ti?lA;-; A V110tk,
A,"r*m .(.osPwyv
BK:00952 PG:0178
EXHIBIT "A"
All that land lying and being in East Sanford Township, Lee County, North Carolina,
more particularly described as follows:
All of Tracts A, B, C, E, F. G and H as shown on a Survey for Restoration Systems, LLC
(Wallace & Lick Creek Site) recorded in Plat Cabinet 10, Slide 56B, Office of the
Register of Deeds of Lee County, North Carolina.
6
FILED
LEE COUNTY
MOLLIE A. MCINNIS
REGISTER OF DEEDS
BK:00952 PG:0179
BOOK 00952
FILED Jan 05, 2005
AT 11:05:13 am
START PAGE 0179
END PAGE 0180
INSTRUMENT # 00103
Prepared by and return to: William P. Aycock II, Esquire
Schell Bray Aycock Abel & Livingston P.L.L.C.
P. O. Box 21847
Greensboro, North Carolina 27420
STATE OF NORTH CAROLINA
COUNTY OF LEE
ASSIGNMENT
THIS DEED OF ASSIGNMENT, made this 29+" day of 17ec.em6er , 200_9-_, by
and between RESTORATION SYSTEMS, LLC, a North Carolina limited liability company,
whose mailing address is 1101 Haynes Street, Suite 107, Raleigh, North Carolina 27604, ("RS")
and NORTH CAROLINA WILDLIFE HABITAT FOUNDATION, a North Carolina non-
profit corporation, whose mailing address is P. O. Box 29187, Greensboro, North Carolina
27429-9187, ("NCWHF").
WITNESSETH:
THAT WHEREAS, David Thomas Patterson (Unmarried) heretofore executed and
delivered to RS a Conservation Easement upon certain lands therein described, dated December
6, 2004, and recorded in Book 948, Page 339, in the office of the Register of Deeds of Lee
County, North Carolina; and
WHEREAS, RS has agreed to transfer and assign said Conservation Easement to
NCWHF.
NOW, THEREFORE, RS, as aforesaid, in consideration of One Dollar ($1.00), has
assigned, bargained and sold and does hereby assign, bargain, sell and convey unto NCWHF, its
successors and assigns, all right, title and interest of RS in and to said Conservation Easement
and in and to the lands therein described and conveyed, together with all rights and powers
therein given to RS. Said Conservation Easement is incorporated herein by reference as if set
out herein in full.
RS-Lick Creek Assignment to NC Wildlife Habitat Foundation(12/29/04)
BK:00952 PG:0180
TO HAVE AND TO HOLD the same to it, NCWHF, its successors and assigns, in the
same manner and to the same extent as RS now holds the same.
IN TESTIMONY WHEREOF, RS has caused this instrument to be executed on its behalf
by its Manager, who has hereunto set his hand and seal the day and year first above written.
RESTORATION SYSTEMS, LLC,
a North Carolina limited liability company
STATE OF NORTH CAROLINA
COUNTY OF WJa JZ
By: ?1 /Vn"W
SEAL)
Name: sa 0. 1
Title: Manager
I, C har l M-e R o 6 i ns o n , a Notary Public, do hereby certify that
George Ar. H ovvar d , a Manager of RESTORATION SYSTEMS, LLC, a
North Carolina limited liability company, personally appeared before me this day and
acknowledged the due execution and sealing of the foregoing instrument as Manager on behalf
of and as the act of the company referred to in this acknowledgment.
WITNESS my hand and official seal this the Z) *" day of ZCC rn b e v , 20,0 'f.
GCk4-,L to M tQa-6-1 kX-4 dW
Notary Public
My commission expires:
h-t" 1-4 , 2on9
NORTH CAROLINA - LEE COUNTY
The foregoing certificate) of
CHARLOTTE ROBINSON
Notary Public is We) certified to be correct.
Duly registered this date and hour shown
on the first page hereof.
MOLLIE A. MCINNIS
Register of Deeds
gy ?i^ ca'
A-ts?utr.
CHARLOTTE ROBINSON
Notary Public, North Carolina
t wake County
My commission Expires
.:?. 511+109
2
ATTACHMENT C
Stream Evaluation Forms
NCDWQ Stream Classification Form
Project Name: Lick Creek Stream Restoration Proiect River Basin: Cape Fear 14-Digit HUC: 03030004010010 County: Lee
Nearest Narned Stream: Wallace Branch Evaluator: Bailey, Bode Signature: Date: 03/18/2004
USGS Quad: Colon, Moncure DWQ Project #: Latitude: Longitude:
Location/Directions: Located on David Thomas property (1700 If extending upstr from Lower Moncure Rd) and Fred Thomas propel (1400 If dwnstr of road)
'PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, If in the best professional judgment of
the evaluator, the feature is a man-made ditch and not a modified natural stream-this rating system should not be used`
Primary Field Indicators: (indicate one number per line)
9) Is a continuous bed & bank present?
(*NOTE: If bed and bank caused by dilching and WITHOUT sinuosit
y, then score = 01 0 1 2 3
10) Is a 2nd order or greater channel (as indicated on Topo Map and/or in field) present? Yes = 3 No = 0
Primary Geomorphology Indicator Points:
II, Hydrology IS
Absent
Weak
Moderate
Strong
1) Is there a groundwater flow/discharge present? 0 1 2 3
Primary Hydrology Indicator Points:
III. Biology 2
Absent
Weak
Moderate
Strong
1) Are fibrous roots present in streambed? 3 2 1 0
2) Are rooted plants present in streambed? 3 2 1 0
Primary Biology Indicator Points:
Secondary Field Indicators: (Circle one number per line)
1. Geomorphology Absent Weak Moderate Stron
1) Is there a head cut present in channel? 0 0.5 1 1.5
2) Is there a grade control point in channel? 0 0.5 1 1.5
3) Does topography indicate a natural drainage way? 0 0.5 1 15
Secondary Geomorphology Indicator Points: - 25
IL Hydrology
Absent
Weak
Moderate
Strong
1) Is this year's (or last's) leaf litter present in streambed? 1:5 1 0.5 0
2) Is sediment on plants (or debris) present? 0 0.5 1 1.5
3) Are wrack lines present? 0 _
0.5 1 1.5
4) Is water in channel and >48 hrs. since last known rain?
('NOTE: If ditch indicated in #9 above skip this step and #5 below') 0 0.5 1 1,3
5) Is there water in channel during drv conditions or in arowinn season)? 0 0.5 1 1.5
Secondary Hydrology Indicator Points: 6:5
Ill. Biology Absent Weak Moderate Strong _
1) Are fish present? Not"saiiiMed for 0 0.5 1 1.5
(' NOTE: It total absence of all plants in streambed as noted above skip this step UNLESS SA V present')-
Secondary Biology Indicator Points: 1.
TOTAL POINTS (Primary + Secondary)= A (If z 19 points, the stream Is at least intermittent)
IN z 30 points, the stream is considered perennial)
3) Are natural levees present? 0 4 2 3
4) Is the channel sinuous? 0 1 2 _ 3
5) Is there an active (or relic) floodplain present? 0 1 2 3
8) Are wetland plants in streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
2 1 0.75 0.5 0 0
NCDWQ Stream Classification Form
Project Name: Lick Creek Stream Restoration Project River Basin: Cape Fear 14-Digit HUC: 03030004010010 County, Lee
Nearest Named Stream: Lick Creek _ Evaluator: Bailey, Bode Signature: Date: 03/19/2004
USGS Quad: Moncure DWQ Project #: Latitude: Longitude:
Location/Directions: Reach located along Fred Thomas and Alvin Harlness common property line; adjacent to cattle pasture.
'PLEASE NOTE: If evaluator and landowner agree that the feature is a man-made ditch, then use of this form is not necessary. Also, if in the best professional judgment of
the evaluator, the feature is a man-made ditch and not a modified natural stream-this rating system should not be used"
Primary Field Indicators: (Indicate one number per line)
1. Geomorphology Absent Weak Moderate Strong
1) Is there a riffle-pool sequence? 0 1 3 3
9) Is a continuous bed & bank present?
(_NOTE: If bed and bank caused by ditching and WITHOUT sinuosity
, then score= 0') 0 1 2 3
10) Is a god order or greater channel (as indicated on Topo Map and/or in field) present? Yes = 3 No = 0
Primary Geomorphology Indicator Points:
II, Hydrology 22
Absent
Weak
Moderate
Strong
1) Is there a groundwater flow/discharge present? 0 1 3
Primary Hydrology Indicator Points:
III, Biology 2
Absent
Weak
Moderate
Strong
1) Are fibrous roots present in streambed? 3 2 1 0
2) Are rooted plants present in streambed? a 2 1 0
3) Is periphyton present? 0 1 2 3
_4) Are bivalves present? Not sampled for 0 1 2 3
Primary Biology Indicator Points:
Secondary Field Indicators: (Circle one number per line)
1. Geomorphology 6

Absent

Weak

Moderate

Strong
1) Is there a head cut present in channel? 0 03 1 1.5
2) Is there a grade control point in channel? 0 _
05 _
1 1.5
3) Does topography indicate a natural drainage way? 0 0.5 1 15
Secondary Geomorphology Indicator Points:
11. Hydrology 2.5
Absent
Weak
Moderate
Strong
11s this year's (or last's) leaf litter present in streambed? 15 1 0.6 0
2) Is sediment on plants (or debris) present? 0 0.5 4 1.5
3) Are wrack lines present? 0 0,5 1 1:5
4) Is water in channel and >48 hrs, since last known rain?
('NOTE: If ditch indicated in #9 above skip this step and #5 below') 0 0.5 1 1.
51 Is there water in channel during dry conditions or in growing season)? 0 0.5 1 Its
6) Are hydric soils present in sides of channel (or in headcut)? Yes = 1,5 N.o :0
Secondary Hydrology Indicator Points: 7
Ill. Biology Absent Weak Moderate Strona
TOTAL POINTS (Primary + Secondary)= 40.5 (if z 19 points, the stream is at least intermittent)
(If 30 points, the stream is considered perennial)
"I A? Ube L;Hd!]Hel uiaiueo(
0 1 2 3
6) Are weaana plants in streambed'? SAV Mostly 0131. Mostly FACW Mostly FAC Mostly FACU Mostly UPL
2 1 0.75 0.5 0 0
(*NOTE: ff total absence of all plants in streambed as noted above skip this step UNLESS SAV present') _
Secondary Biology Indicator Points: I
ATTACHMENT D
Categorical Exclusion Document

CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM
Lick Creek Stream Restoration Site
prepared for
North Carolina Department of Environment and Natural Resources
Ecosystem Enhancement Program
by
Restoration Systems, LLC
Raleigh, North Carolina
Contract Number D04013-1
A. Project Description:
The Lick Creek Stream Restoration Site is located approximately 2.6 miles northeast of the City
of Sanford in rural Lee County. It includes 40 acres of floodplain, 5,000 linear feet of perennial,
second/ third order stream designated as Lick Creek and 3,500 linear feet of perennial, second
order stream designated as Wallace Branch. The existing channels are highly degraded due to
unrestricted livestock access, riparian vegetation removal, and increasing non-point source
runoff from the developing watershed. The proposed project consists of 100 percent
restoration, as defined in the Stream Mitigation Guidelines (U.S. Army Corps of Engineers,
Wilmington District, April 2003). The proposed stream restoration process will involve: 1)
raising the base elevation (profile) and constructing a new bankfull channel; 2) backfilling the
abandoned, existing channel; 3) erecting livestock exclusion fencing; 4) invasive species
removal; and 5) reestablishing a diverse native riparian buffer. This project will provide 9,500
linear feet of Stream Mitigation Units with the Cape Fear River Basin Cataloging Unit (CU)
03030004.
B. Purpose and Need:
The NCDENR Ecosystem Enhancement Program is responsible for providing compensatory
mitigation for authorized wetland, stream and riparian buffer impacts associated with
transportation-related infrastructure and economic development. As part of their overall
mitigation strategy, the EEP published a request for proposals (RFP) in December 2003 seeking
Full Delivery Projects that would provide stream mitigation credits within the Cape Fear River
Basin CU 03030004. In response to the RFP, Restoration Systems, LCC submitted the "Lick
Creek Stream Restoration Site, Lee County, North Carolina Technical and Cost Proposal" on
March 24, 2004.
C. Proposed Improvements:
The following Type II improvements which apply to the project are circled:
1. Modernization of a highway by resurfacing, restoration, rehabilitation,
reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking,
weaving, turning, climbing).
a. Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (3R
and 4R improvements)
1
r
b. Widening roadway and shoulders without adding through lanes
c. Modernizing gore treatments
d. Constructing lane improvements (merge, auxiliary, and turn lanes)
e. Adding shoulder drains
f. Replacing and rehabilitating culverts, inlets, and drainage pipes,
including safety treatments
g. Providing driveway pipes
h. Performing minor bridge widening (less than one through lane)
i. Structural BMP's for water quality improvement
2. Highway safety or traffic operations improvement projects including the
installation of ramp metering control devices and lighting.
a. Installing ramp metering devices
b. Installing lights
c. Adding or upgrading guardrail
d. Installing safety barriers including Jersey type barriers and pier
protection
e. Installing or replacing impact attenuators
f. Upgrading medians including adding or upgrading median barriers
g. Improving intersections including relocation and/or realignment
h. Making minor roadway realignment
i. Channelizing traffic
j. Performing clear zone safety improvements including removing hazards
and flattening slopes
k. Implementing traffic aid systems, signals, and motorist aid
1. Installing bridge safety hardware including bridge rail retrofit
3. Bridge rehabilitation, reconstruction, or replacement or the construction of grade
separation to replace existing at-grade railroad crossings.
a. Rehabilitating, reconstructing, or replacing bridge approach slabs
b. Rehabilitating or replacing bridge decks
c. Rehabilitating bridges including painting (no red lead paint), scour
repair, fender systems, and minor structural improvements
d. Replacing a bridge (structure and/or fill)
4. Transportation corridor fringe parking facilities.
5. Construction of new truck weigh stations or rest areas.
6. Approvals for disposal of excess right-of-way or for joint or limited use of right-
of-way, where the proposed use does not have significant adverse impacts.
7. Approvals for changes in access control.
8. Acquisition and construction of mitigation sites.
9. Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such construction
is not inconsistent with existing zoning and located on or near a street with
adequate capacity to handle anticipated bus and support vehicle traffic.
2
10. Rehabilitation or reconstruction of existing rail and bus buildings and ancillary
facilities where only minor amounts of additional land are required and there is
not a substantial increase in the number of users.
11. Construction of bus transfer facilities (an open area consisting of passenger
shelters, boarding areas, kiosks and related street improvements) when located
in a commercial area or other high activity center in which there is adequate
street capacity for projected bus traffic.
12. Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such construction
is not inconsistent with existing zoning and where there is no significant noise
impact on the surrounding community.
13. Acquisition of land for hardship or protective purposes, advance land acquisition
loans under section 3(b) of the UMT Act. Hardship and protective buying will be
permitted only for a particular parcel or a limited number of parcels. These types
of land acquisition qualify for a CE only where the acquisition will not limit the
evaluation of alternatives, including shifts in alignment for planned construction
projects, which may be required in the NEPA process. No project development
on such land may proceed until the NEPA process has been completed.
D. Special Project Information:
Estimated Costs: Total Construction $1,721,200
Right of Way $321,300
Total $2,042,500
E. Threshold Criteria
The following evaluation of threshold criteria must be completed for Type II actions
ECOLOGICAL YES NO
(1) Will the project have a substantial impact on any unique or
important natural resource? X
(2) Does the project involve habitat where federally listed
endangered or threatened species may occur? X
(3) Will the project affect anadromous fish? 0 X
(4) If the project involves wetlands, is the amount of permanent
and/or temporary wetland taking less than one-tenth (1/10) of
an acre and have all practicable measures to avoid and X
minimize wetland takings been evaluated?
(5) Will the project require the use of U. S. Forest Service lands? 0 X
(6) Will the quality of adjacent water resources be adversely
impacted by proposed construction activities? X
(7) Does the project involve waters classified as Outstanding
Water Resources (OWR) and/or High Quality Waters (HQW)? X
3
r
(8) Will the project require fill in waters of the United States
in any of the designated mountain trout counties? X
(9) Does the project involve any known underground storage
tanks (UST's) or hazardous materials sites? X
PERMITS AND COORDINATION YES NO
(10) If the project is located within a CAMA county, will the
project significantly affect the coastal zone and/or any
"Area of Environmental Concern" (AEC)? X
(11) Does the project involve Coastal Barrier Resources Act
resources? X
(12) Will a U. S. Coast Guard permit be required? 0 X
(13) Will the project result in the modification of any existing
regulatory floodway? X
(14) Will the project require any stream relocations or channel
changes? Please see Section F for further explanation. X
SOCIAL ECONOMIC AND CULTURAL RESOURCES YES NO
(15) Will the project induce substantial impacts to planned
growth or land use for the area? X
(16) Will the project require the relocation of any family or
business? X
(17) Will the project have a disproportionately high and
adverse human health and environmental effect on any
minority or low-income population? X
(18) If the project involves the acquisition of right of way, is the ?
amount of right of way acquisition considered minor? X
(19) Will the project involve any changes in access control? 0 X
(20) Will the project substantially alter the usefulness and/or land
use of adjacent property? X
(21) Will the project have an adverse effect on permanent local
traffic patterns or community cohesiveness? X
(22) Is the project included in an approved thoroughfare plan
and/or Transportation Improvement Program (and is,
therefore, in conformance with the Clean Air Act of 1990)? X
(23) Is the project anticipated to cause an increase in traffic
F
volumes? X
4
(24) Will traffic be maintained during construction using existing ?
roads, staged construction, or on-site detours? X
(25) If the project is a bridge replacement project, will the bridge be
replaced at its existing location (along the existing facility) and
will all construction proposed in association with the bridge X
replacement project be contained on the existing facility?
(26) Is there substantial controversy on social, economic, or
environmental grounds concerning the project? X
(27) Is the project consistent with all Federal, State, and local laws ?
relating to the environmental aspects of the project? X
(28) Will the project have an "effect" on structures/ properties
eligible for or listed on the National Register of Historic Places? X
(29) Will the project affect any archaeological remains, which are
important to history or pre-history? X
(30) Will the project require the use of Section 4(f) resources
(public parks, recreation lands, wildlife and waterfowl refuges,
historic sites, or historic bridges, as defined in Section 4(f) of X
the U. S. Department of Transportation Act of 1966)?
(31) Will the project result in any conversion of assisted public
recreation sites or facilities to non-recreation uses, as
defined by Section 6(f) of the Land and Water Conservation
Act of 1965, as amended? X

(32) Will the project involve construction in, across, or adjacent to
a river designated as a component of or proposed for inclusion X
in the Natural System of Wild and Scenic Rivers?
F. Additional Documentation Reauired for Unfavorable Responses in Part E
(Discussion regarding all unfavorable responses in Part E should be provided below.
Additional supporting documentation may be attached, as necessary.)
14) Will the project require any stream relocations or channel changes?
This is a stream restoration project based upon natural channel design methodologies
that will use a Rosgen Priority Level 1 approach to restore stable "EX4" stream
channels on the historic floodplain by raising the base elevation (profile) and
constructing a new bankfull channel. The broad floodplain provides the opportunity
to increase the stream belt width and sinuosity through the establishment of a more
meandering planform. It is expected that the restored channel will be constructed
both off-line and on-line, meandering through the protected stream riparian corridor.
Modifications will also be made to the profile in order to re-establish a natural riffle
and pool bed morphology with appropriate pool spacing.
5
r
G. CE Approval
Project Description:
Categorical Exclusion Action Classification:
TYPE II(A)
X TYPE II(B)
Approved:
N/A
Date Assistant Manager
Project Development & Environmental Analysis Branch
N/A
Date Project Planning Unit Head
Project Development & Environmental Analysis Branch
N/A
Date Project Development Engineer
Project Development & Environmental Analysis Branch
For Type II(B) projects only.
Date

Division Administrator
Federal Highway Administration
6
Technical Specifications
Lick Creek Stream Restoration Project
Lee County, North Carolina
Project Being Conducted for:
North Carolina Department of Environment and Natural Resources
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Project Being Conducted by:
Restoration Systems, LLC
1101 Haynes Street, Suite 107
Raleigh, North Carolina 27604

WEB
Amended September 2005
Technical Specifications
Lick Creek Stream Restoration Project
Lee County, North Carolina
Project Being Conducted by:
Restoration Systems, LLC
1101 Haynes Street, Suite 107
Raleigh, North Carolina 27604
Designed by:
URS Corporation
1600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560
Kate olfe, PWS, AICP
Pr ' ct Planner/Ecologist
H CARP
1? 'Wows.
aOQ oFESS/pl9;yq?
• SEAL
28432 Q
(Kathleen McKeitl
Project Engineer
C
CONSTRUCTION SEQUENCE OF EVENTS
' SECTION 1: GENERAL SPECIFICATIONS, SURVEYS AND LAYOUT
1.0 General Specifications
1.1 Construction Survey
1.2 Sensitive Areas
1.3 Utilities
T
SECTION 2: CLEARING, GRADING AND CONSTRUCTION ACTIVITIES
2.0 Equipment Specifications
2.1 Site Preparation Prior to Grading Operations
2.2 Construction Activities in Stream Channel
2.3 Grading Operations
2.4 Temporary Stream Crossing
2.5 Floodplain Interceptor
2.6 Pocket Wetland
SECTION 3: STRUCTURES
3.0 Structure Stone
3.1 Rock Vane
3.2 Rock Cross Vane
3.3 Root Wad
3.4 Permanent Stream Crossina
¦ SECTION 4: EROSION CONTROL
4.0 Temporary Gravel Construction Entrance
' 4.1 Access Roads
4.2 Temporary Impervious Dike
4.3 Pump Around Operation
' 4.4 Coir Fiber Mat
4.5 Temporary Silt Fence
4.6 Rock Dam
SECTION 5: VEGETATION
5.0 Specification for the Establishment of Veaetation
5.1 Eradication of Exotic Species
5.2 Site Preparation: Ripping
5.3 Site Preparation: Discing
5.4 Temporary Seeding
' 5.5 Permanent Seeding
5.6 Live Staking
5.7 Bare Root Seedlinas
SECTION 6: COOPERATION BETWEEN CONTRACTORS
SECTION 7: TERMINOLOGY
?o
od
pG? pN*e
CONSTRUCTION SEQUENCE OF EVENTS
The Contractor is responsible for the following sequence of construction in accordance
with the construction plans and the Technical Specifications, as directed by the
Designer.
1. Initial Site Preparation
1. Install construction entrances.
2. Prepare staging and stockpiling areas in areas located on the
construction plans or as approved by the Designer.
3. Stake and mark sensitive areas with boundary marking material as
directed by the Designer.
4. Stake limits of construction and proposed alignment as shown on the
construction plans or as directed by the Designer.
5. Install sediment and erosion control devices.
6. Install stream crossing(s) at locations approved by the Designer.
11. Channel Construction - Each Phase will follow the same sequence. Phases
shall be completed in order by phase number and in their entirety prior to
construction of the next phase.
Phase 1 Sta 10+00 to 20+40 Wallace Branch, Reach A
Phase 2 Sta 20+40 to 26+50 Wallace Branch, Reach A
Phase 3 Sta 10+00 to 20+00 Lick Creek, Reach C
Phase 4 Sta 20+00 to 28+02 Lick Creek, Reach C
Phase 5 Sta 26+50 to 36+80 Wallace Branch, Reach B
Phase 6 Sta 36+80 to 44+80 Wallace Branch, Reach B
Phase 7 Sta 44+80 to 50+50 Lick Creek, Reach D
Phase 8 Sta 50+50 to 55+80 Lick Creek, Reach D
Phase 9 Sta 55+80 to 59+50 Lick Creek, Reach D
Phase 10 Sta 59+50 to 71 +00 Lick Creek, Reach E
Phase 11 Sta 71+00 to 84+97 Lick Creek, Reach E
1. Project will be constructed from the upstream working in the downstream
direction.
2. Install sediment and erosion control devices.
3. Install temporary pump around operation, as approved by the Designer.
4. Construct the proposed stream channel. Open up only that portion of the
channel that can be completed and stabilized within the same day.
5. Construct the proposed stream channel to the grade specified in the
cross-sections and profile. Stockpile and separate all soil suitable for fill
or topsoil in. the area indicated on the construction plans. Any soil
unsuitable for fill shall be disposed of appropriately offsite.
6. Install structures (root wads, rock cross vanes, rock vanes, etc.).
7. Place soil plugs where new channel crosses the existing channel.
8. Seed areas where matting is to be installed with permanent seed mix.
9. Install coir fiber matting.
.10. Fill in the abandoned channel with suitable material approved by the
Designer.
11. Divert water into constructed channel, remove pump around operation
and temporary impervious channel plug, and complete all stabilization
activities as approved by the Designer.
2
r
r.
12. Seed and mulch all disturbed areas within 10 calendar days.
13. The entire phase's channel, floodplain, and banks shall be completed and
stabilized prior to further construction.
III. Repair all disturbed areas.
IV. Remove sediment and erosion control devices, any temporary fencing, staking,
sensitive area marking material, trash, etc. from the site as approved by the
' Designer.
V. Seed and mulch staging, stockpiling, and any bare areas with permanent seed
' mixture.
1
r
1
1
1
r
1
1
1
1
1
1
' 3
SECTION 1: GENERAL SPECIFICATIONS, SURVEYS AND LAYOUT
1.0 General Specifications
1. The Contractor shall not utilize a borrow pit that is located within 1/2 mile of any
boundary of a wetland mitigation site, if excavation in the borrow pit will fall below the
highest elevation of the nearby mitigation site. The use of any off site borrow/waste
area will require the contractor notifying Land Quality and the site will be subject to
the Mining Act of 1971 at the responsibility of the contractor.
2. No borrow material shall be taken from the site unless directed by the Designer.
3. There is limited subsurface information available for this project. The Contractor
shall complete any additional investigation of subsurface conditions required for
construction.
4. The Contractor is responsible for clearing and disposing of any fallen trees or other
trees that lie within construction limits as directed by the Designer.
5. The Contractor is responsible for clearing and disposing of any man-made materials
or other debris that lies within construction limits, as requested and approved by the
Designer.
6. Suitable topsoil shall be' stockpiled and replaced at the appropriate grade as
approved by the Designer.
7. All work shall be performed in accordance with the North Carolina Department of
Transportation Standard Specifications for Roads and Structures dated January
2002 (Standard Specifications for Roads and Structures, 2002). The Contractor will
be required to have an English copy of the "Standard Specifications for Roads and
Structures." Any mention of the Department in NCDOT specifications (Standard
Specifications for Roads and Structures, 2002) shall mean the Owner of this
contract.
8. Any site damage resulting from actions of the Contractor will be repaired or replaced
to a quality meeting or exceeding their previous standards at the expense of the
Contractor.
9. The Contractor shall utilize the construction plans to build the job. Electronic files will
not be available.
1.1 Construction Survey
The construction survey shall be performed in accordance with Section 801 of the
NCDOT Standard Specifications (Standard Specifications for Roads and Structures,
2002) and shall include but not be limited to setting the construction baseline, setting
centerline and any other survey incidental to construction as directed by the Designer.
Laser level equipment shall be utilized for the construction survey.
4
At a minimum the
Contractor is responsible for.
• All construction staking.
' • Layout and maintenance of a construction baseline that is offset from the project.
Stationing shall be set at a minimum of 20-foot intervals.
• Staking all horizontal centerline control, elevation benchmarks, and bankfull
i location and elevation.
•, Benchmarks shall be set and preserved.
• Furr fishing As-built Drawings indicating the final location and elevation of the
stream centerline, thalweg, in-stream structures (including the upstream most
and downstream most locations of each structure), left and right bank bankfull
elevations, left and right bank top-of-bank, and left and right bank toe-of-bank:
The Designer may check all or any portion of the work, and the Contractor shall afford all
necessary assistance to the Designer in carrying out such checks. The Contractor shall
' immediately make any necessary corrections to the work. Such checking by the
Designer shall not relieve the Contractor of any responsibilities for the accuracy or
completeness of the work.
' Payment at the contract Lump Sum (LS) price for "Construction Surveying" will be made
for providing all construction layout, surveying, stakeout, and engineering necessary for
' the proper construction operations to construct the project in accordance with the lines,
grades and dimensions detailed in the construction plans, cross-sections, and these
technical specifications.
Payment will be made under
Construction Surveying ................................................................................................. LS
' 1.2 Sensitive Areas
Marking of Sensitive Areas
r To limit disturbance of soils on site, the Contractor shall restrict the movement of all
construction equipment within the sensitive areas. Sensitive areas are inside and
outside the construction limits including: existing stream crossings, agricultural ditches,
' specimen trees, wetlands, and utility networks (i.e., subsurface water line associated
with the Lower Moncure Road Bridge over Wallace Branch, etc.). The Designer may
request the Contractor flag all or some sensitive areas due to their proximity to the
project. The Contractor shall identify the boundaries of all sensitive areas by using a
r hidlhly visible tape, silt fencing, or orange boundary fencing, and will stake thb limits of
where construction equipment is permitted to travel, as directed by the Designer.
Sensitive areas shall remain marked throughout the duration of the construction. The
' Contractor just prior to final acceptance will remove the marking.
The Contractor assumes responsibility for "in-kind" replacement of any resources
' damaged within the sensitive areas. Sensitive areas are listed above and may be added
to as indicated on the construction plans or by the Designer.
Materials
Acceptable materials for identifying sensitive areas include highly visible tape, silt fence
or orange boundary fencing. Other materials may be utilized upon approval of the
Designer.
r

Method of Measurement_
The quantity of boundary marking material measured will not be measured for payment
under this section.
Basis of Payment
Payment of marking sensitive areas will not be measured for payment under this section.
Payment for marking sensitive areas will be incidental to clearing and grubbing work as
outlined. under "Site Preparation Prior to Grading Operations" in Section 2.1.
This payment shall be considered full compensation for all labor, equipment, materials,
and incidentals necessary to mark sensitive areas.
1.3 Utilities
The Contractor will be responsible for making investigations for determining the exact
location, size, and type material of the existing facilities necessary for the construction of
the proposed utilities and to avoid damage to existing facilities.
The Contractor shall have all utilities located and properly removed on the sire to the
approval of the Designer. The Contractor shall be responsible for coordinating with the
Designer and utility companies.
6
SECTION 2: CLEARING, GRADING AND CONSTRUCTION ACTIVITIES
' 2.0 Equipment Specifications
Excavation on site shall be accomplished with the use of a minimum %2 cubic yard heavy
' duty bucket placed on a CAT 231 excavator or equivalent machine and fitted with a
hydraulic thumb. Additionally, a 4'h cubic yard capacity hydraulic backhoe capable of
lifting capacity of 7,500 pounds at a trench depth of ten (10) feet will be required. All
equipment shall be on track instead of wheels to prevent excess soil compaction on'site.
All equipment used on site shall be in good repair and meet the minimum specifications
' set forth under this contract. Additionally, all equipment shall not be leaking any fluids.
2.1 Site Preparation Prior to Grading Operations ,
' Clearing and Grubbing
Sensitive areas shall be marked prior to any clearing and grubbing work. The Contractor
' assumes responsibility for "in-kind" replacement of anything damaged within the
sensitive areas. (See Section 1.2 "Sensitive Areas".)
Clearing and grubbing operations shall be performed to the grading limits shown on the
' construction plans, in accordance with Section 200 of the NCDOT Standard
Specifications (Standard Specifications for Roads and Structures, 2002) and as directed
by the Designer. The Contractor is directed to salvage hardwood trees of basal
diameter greater than 10 inches with root mass intact for use as root wad structure (See
Section 3.3 "Root Wads" in this document and detail on the construction plans). The
branches shall be removed, trunk and root mass shall remain intact for a 15 to 20 foot
' total length and,any root and trunk sections shall be stockpiled in designated stockpiling
areas. Branches and any excess trunk material shall be disposed of as directed by the
Designer.
In -locations where the old stream channels are to be filled, clearing and grubbing
operations shall be performed to the specifications covered in the section "Construction
' Activities in Stream Channel."
Debris and waste material shall be disposed of off site at a location to be determined by
the Contractor.
1
Method of Measurement
The quantity of Clearing and Grubbing shall be measured along the surface of the
' ground that has been cleared and grubbed. Marking sensitive areas shall be considered
incidental to clearing and grubbing work. Disposal area fees shall be considered
incidental to clearing and grubbing work.
'
Basis of Payment
The quantity of clearing and grubbing measured, as provided for above, will be paid for
at the lump sum contract unit price for "Clearing and Grubbing."
Payment will be made under:
' Clearing and Grubbing ........................................................................:......................... LS

The above price and payment will be full compensation for all work covered by this
section including but not limited to furnishing, installing and maintaining marking
material; hauling, placirig, shaping and tamping when required and disposing of any
surplus stockpiled material.
2.2 Construction Activities in Stream Channel
General
No equipment shall be allowed in the stream flow within the channel.
Excavation of Material on Site
Suitable soil material excavated from the new stream channel shall be stockpiled as
directed by the Designer. Any debris or unsuitable soil material removed during
excavation shall be disposed of appropriately offsite. Suitable material will be used to fill
in the old stream channel. If additional fill material is needed, the Contractor must
supply suitable material at the Contractor's cost. Debris, unsuitable material, and
excess soil material shall be disposed of offsite by the Contractor at the Contractor's
cost.
Bed material from abandon sections of the existing stream channel shall be mined and
placed in riffle reaches of the off-line constructed channel where appropriate.
Channel Fill
The old stream channel is to be filled and compacted up to the top 1 foot with suitable
soil material. The Contractor shall overfill the channel with soil such that the soil is
,'mounded" above the normal bank elevation of the old stream channel itself. Organic
material shall not exceed 10 percent of the total volume of fill material used. The table
below is to be used in determining the minimum height of the soil mound above the
normal bank elevation.
bepth of channel invert
g Pbelo . or al bank elevation Height of un-compacted soil
mound above normal°barrkelevation
0-2.0ft. 6 -12 in.
2.1-3.5ft. 12 -18 in.
3.6-5.0 ft. 18 -24 in.
5.1 - 6.5 ft. 24 - 30 in.
6.6-8.5ft. 30 -36 in.
> 8.5 ft A height which is 35 percent of
stream channel depth
Impervious Stream Channel Plugs
Impervious stream channel plugs shall be used to prevent the stream flow from re-
activating the old channel in locations where the abandoned and new stream channels
intersect. In locations where the construction plans or the Designer specify that
impervious stream channel plugs are to be installed, the Contractor shall:
a. Construct the stream channel plug to the dimensions detailed in the
construction plans at all locations where new channel intercepts the old
stream channel.
8
b. Clear and grub the stream channel plug cross-section on all sides to remove
all vegetation and root mat material as directed by the Designer, to an
elevation which is at least one foot below the elevation of the existing stream
channel cross-section.
r c. Construct the stream channel plug using material suitable on-site material or
material brought on-site that meets the requirements of the "Impervious
Select Material" Sub-section of this specification and mat the plug using
material that meets the requirements of the "Coir Fiber Mat" Section of these
specifications.
' d. After all impervious stream channel plug construction operations are
complete, the Contractor shall stake the plug location on the ground to
prevent any final ripping or discing of these areas. ,

Impervious Select Material
Materials that will function as impervious barriers to water movement shall be a silt or
clayey soil material meeting the requirements of AASHTO M 145 for soil classification A-
2, A-6, and A-7 provided such materials do not have a Liquid Limit (LL) greater than 50.
To maintain soil workability for placement and compaction, the following criteria shall
apply for Plasticity Index (PI):
Position of borrow material Constraints on Plasticity Indic PI `:
Below the water table Must be rester than 7 and less than 25
Above the water table Must be greater than 7 and less than 35
Plasticity Index shall be determined in accordance with AASHTO T90, and Liquid Limit
shall be determined in accordance with AASHTO T89.
(The Contractor is cautioned that soils tend to become less workable as the PI increases
above 20. Although a PI of 35 may be acceptable, the Contractor shall be aware that
' additional efforts may be necessary to work the soil in order to achieve minimum
compaction standards.)
t Method of Measurement
The quantity of impervious select material shall be incidental to grading.
iasis of Payment '
The above method of measurement, price and payment will be full compensation for all
' work covered by this provision including, but not limited to, furnishing of the impervious
select material; providing and implementing a development, use, and reclamation plan;
building, maintaining, and obliterating access roads; clearing and grubbing the source;
removal and disposition of overburden and other unsuitable material; excavation;
hauling; restoration of the source and access roads to an acceptable condition; and
seeding, mulching and maintaining the work.
2.3 Grading Operations
Description
The Contractor shall perform grading as shown on the construction plans and attached
cross-sections. Final above bankfull grades shall meet the grading plan and cross-
1 9
sections within a tolerance of + 0.4 feet (4.8 inches). Stream dimensions shall meet
typical cross-sections within a tolerance of ,+ 0.2 feet (2.4 inches). Field conditions may
dictate necessary adjustments to grading plans. In such cases, the Designer shall
indicate adjustments to the Contractor.
No compaction shall be performed for graded areas unless as directed by the Designer
Method of Measurement
Grading operations shall be lump sum for "Grading Operations."
Basis of Payment
All work covered. by the provision will be paid for at the contract lump sum price for
"Grading Operations." This payment shall be considered full compensation for all. labor,
equipment, materials, and incidentals necessary for grading operations.
Payment will be made under:
Grading ............................................................... .......................................................... LS
2.4 Temporarv Stream Crossing
Description
Temporary stream crossings will serve as a means of crossing the existing and
proposed channels to allow access to both the left and right side of the existing stream.
Stream crossings will be constructed as approved by the Designer. The quantity.of
stream crossings may be increased, decreased, or eliminated entirely at the direction of
the Designer; however, these changes will require approval of Land Quality unless the
activity/measure is conducted upstream of the installed basin intended to provide
erosion and sedimentation control for the active portion of the project. Such variations in
quantity will not be considered as alterations in the details of construction or a change in
the character of the work. (See temporary stream crossing detail on the construction
plans.)
Materials
A minimum of 15-inch corrugated metal pipe shall be utilized for crossing drainage
ditches north of the channel construction. A minimum of three 36-inch corrugated metal
pipes shall be utilized to cross Wallace Branch. Class A or B stone shall meet the
requirements of Rip Rap-Class A and B as outlined in "Structure Stone" in Section 3.0.
Filter fabric shall be Type 3 engineering fabric, Class A or B meeting the requirements of
Section 1056 of the NCDOT Standard Specifications (Standard Specifications for Roads
and Structures, 2002).
Installation
Cover area with filter fabric and install the corrugated metal pipes (CMPs). Backfill over
CMPs with Rip Rap-Class A or B Stone to a minimum depth of 12 inches or one half
pipe diameter, whichever is greater. The structures shall be approved by the Designer
and capable of carrying the necessary loads. The Contractor may propose alternate
forms of dry bridge crossings from top of bank to top of bank as approved by the
Designer.
10
Method of Measurement
The quantity of structure stone, Rip Rap-Class A and B, to be paid for will be measured
for payment as outlined under "Structure Stone" in Section 3.0. Filter fabric will be
incidental.
The quantity of CMP will be paid for at the contract unit price per linear foot used -in the
construction of stream crossings.
Basis of Payment
The quantity of stone, Rip Rap-Class A and B, to be paid for will be measured for
payment as described under Section 3.0, "Structure Stone". This payment shall be
considered full compensation for all labor, equipment, materials, and incidentals
necessary temporary stream construction.
Payment for installation of CMP will be paid for at the contract unit price per linear foot of
"Temporary 15-inch CMP" and "Temporary 36-inch CMP."
Payment will be made under:
Temporary 15-inch CMP .....................................................:......................................... LF
Temporary 36-inch CMP ............................................................................................... LF
2.5 Floodplain Interceptor
Description
The work covered by this section consists of furnishing, installing and maintaining a
floodplain interceptor in locations shown on construction plans or as directed by the
Designer. The floodplain interceptor will provide water on the floodplain with a stabilized
access point to flow back into the channel. The quantity of floodplain interceptors to be
installed will be affected by the actual conditions that occur during the construction of the
project. The quantity of floodplain interceptors may be increased, decreased, or
eliminated entirely at the direction of the Designer. Such variations in quantity will not be
considered as alterations in the details of construction or a change in the character of
the work. (See floodplain interceptor detail on the construction plans.)
Materials
All materials shall meet the requirements of Rip Rap-Class A as outlined in "Structure
Stone" in Section 3.0. Filter fabric shall be Type 3 engineering fabric, Class A or B
meeting the requirements of Section 1056 of the NCDOT Standard Specifications
(Standard Specifications for Roads and Structures, 2002).
Installation
Construct a small depression in the top of slope. Install filter fabric and line with Rip
Rap-Class A stone as outlined in construction plans.
Method of Measurement
The quantity of structure stone to be paid for will be measured for payment as outlined
under "Structure Stone" in Section 3.0. Filter fabric will be incidental.
Basis of Payment
The quantity of stone to be paid for will be measured for payment as described under
Section 3.0 "Structure Stone." This payment shall be considered full compensation for
r
11
all labor, equipment, materials, and incidentals necessary to construct the floodplain
interceptor.
2.6 Pocket Wetland
Description
The work covered by this section consists of installing a pocket wetland in locations
shown on construction plans or as directed by the Designer. The pocket wetland is a
means of lowering the amount of fill material required to fill the abandoned stream
channel while increasing wildlife habitat and water quality on site. The quantity of pocket
wetlands are shown on the plans, but may be affected by the actual conditions that
occur during the construction of the project. The quantity of pocket wetlands may be
increased, decreased, or eliminated entirely at the direction of the Designer.
Materials
Rip Rap-Class B 'shall meet the requirements as outlined in "Structure Stone" in Section
3.0. ,
Installation
Construct each pocket wetland as shown on the plans and approved by the Designer. A
rock dam composed of Rip Rap-Class B will be installed at the end of the inlet swale and
at the head of the outlet swale. Each outlet swale shall tie into a floodplain interceptor.
Grade the wetland so that a bench is installed between the surface elevation and the
pool as shown on the ,plans.
Method of Measurement
The quantity of Rip Rap-Class B, to be paid for will be measured for payment as outlined
under "Structure Stone" in Section 3.0. Grading will be considered incidental.
Basis of Payment
Rip Rap-Class B stone will be paid under Section 3.0, "Structure Stone".
This payment shall be considered full compensation for all labor, equipment, materials,
and incidentals necessary to construct the pocket wetland.
12
SECTION 3: STRUCTURES
3.0 Structure Stone
' Description
The work covered by this section consists of furnishing, stockpiling, placing and
maintaining approved stone to be utilized to construct rock cross vanes, rock vanes, root
wad structures, stream plugs, and stream crossings and for use in other locations as
directed by the Designer. The quantity of stone may be increased, decreased, or
eliminated entirely at the direction of the Designer. Such variations in quantity will not be
considered as alterations in the details of construction or a change in the character of
r the work.
Materials ,
Stone for Coarse Aggregate, No. 57 Stone, "Rip Rap-Class A", "Rip Rap-Class B", and
"Boulder", shall consist of blasted stone or other stone approved by the Designer. The.
stone shall be sound, tough, dense, resistant to the action of air and water, and suitable
in all other respects for the purpose intended.
All stone shall meet the approval of the Designer. While no specific gradation is
required, the various sizes of the stone shall be equally distributed within the required
size range. The size of an individual stone particle will be determined by measuring its
long dimension.
Acceptance Criteria for Stone
CLASS REQUIR ED STONE SIZES INCHES
Minimum Average Maximum
A 2 4 6
B 5 8 12
Boulder 30 36 72
No more than 5 percent of the material furnished can be less than the minimum size
specified. No more than 10 percent of the material can exceed the maximum size
specified.
Footer boulders meeting the required stone sizes shall be individually picked for use in
the structures. Boulders meeting the required stone sizes shall be individually picked for
use as the headers in the structures. Boulders shall be relatively flat on either side in the
same dimension, preferably the long dimension.
The Coarse Aggregate, No. 57 Stone shall meet the requirements of Section 1005 of the
NCDOT Standard Specifications (Standard Specifications for Roads and Structures,
2002) for No. 57 coarse aggregate.
Installation
The Contractor shall place stone, in locations shown on the construction plans to the
thickness, widths, and lengths as shown on the construction plans or as directed by the
Designer. All stone shall be placed to form a sediment and erosion control device, an in-
1 13
stream structure or a channel lining neatly and uniformly with an even surface in
accordance with the construction plans, and shall meet the approval of the Designer.
Method of Measurement
The quantity of stone to be paid for will be the actual number of tons of stone that has
been incorporated into the work, or has been delivered to and stockpiled on the project
as directed by the Designer. Stone that has been stockpiled will not be measured a
second time. The stone will be measured by being weighed in trucks on certified
platform scales or other certified weighing devices.
Basis of Payment
The quantity of stone measured as provided above, will be paid for at the contract unit
price per ton for, "Coarse Aggregate, No. 57 Stone", "Rip Rap-Class A", "Rip Rap-Class
B", and "Boulder". Such price and payment will be full compensation for all work
covered by this section, including but not limited to furnishing, weighing, stockpiling, re-
handling, placing, and maintaining the stone and disposal. of any materials not
incorporated into the project if directed by the Designer.
Payment will be made under:
Coarse Aggregate, No. 57 Stone ......................................... .... Tons
..................................
Rip Rap-Class A ....................................................................................................... Tons
Rip Rap-Class B ....................................................................................................... Tons
Boulder ..................................................................................................................... Tons
3.1 Rock Vane
Description
This structure serves to decrease stress in the near-bank region while promoting
scouring in the downstream pool. Footer boulders are placed in the channel bottom for
stability. Header boulders are then placed on top of these footer boulders in the middle
of the channel at approximately the same elevation as the riffle. Boulders are placed at
an angle to the stream bank, gradually inclining in elevation until they are located at the
bankfull surface directly adjacent to the streambank. Water flowing downstream is
forced over these boulders towards the middle of the channel, effectively scouring out a
pool below. The quantity of rock vanes may be increased, decreased, or eliminated
entirely at the direction of the Designer. Such variations in quantity will not be considered
as alterations-in the details of construction or a change in the character of the work. (See
rock vane detail on the construction plans.)
Materials
All materials shall meet the requirements of Boulder, Rip Rap-Class A, and Coarse
Aggregate, No. 57 Stone as outlined under "Structure Stone" in Section 3.0.
Installation
A trench shall be dug in such a manner that the footer boulders and at least 1/3 of the
header boulders are buried beneath the bed surface elevation. The rock vane shall
extend from the edge of the bankfull channel into 1/3 of the bankfull channel width at a
20 to 30 degree angle. The rock vane angle shall be measured upstream from the
tangent line where the rock vane intercepts the bank. Refer to the construction plans for
exact installation guide and locations of rock vanes to be installed. An excavator, with a
bucket that includes a hydraulic thumb, shall be used to place boulders under the
supervision of the Designer. Header and footer boulders shall meet the required stone
14
sizes as indicated in the "Structure Stone" section. Footer boulders shall be placed first
with header boulders placed. on top of but offset upstream of the footer boulders as
shown in the plans prior to any back filling of the trench. Boulders shall be selected and
positioned such that they butt tightly together and there are multiple contact points
' between all boulders (flat smooth surfaces that fit together). Filter fabric shall be placed
on the upstream side of the structure to prevent the washout of sediment through
boulder gaps. Filter fabric shall extend from the bottom of the footer boulder to the
finished grade elevation and shall be placed the entire length of the structure. Gaps
between boulders shall be filled with a combination of Rip Rap-Class A and Coarse
Aggregate, No. 57 Stone until plugged. In the center portion of the channel, the header
boulder shall be placed such that the top of the header boulder is at an elevation equal
to the bed elevation. The header boulders shall be placed in such a manner as they
slope up from bed elevation to reach the bankfull stage at a 2 to 7 percent slope.
Header and footer boulders shall be tied in securely to the bank in such a way that
' eliminate's the possibility of water diverting around them. A rock sill shall be utilized to
further prevent water from cutting around the structure. Structures shall be built to the
approval of the Designer. The area between the streambank and the rock vane on the
upstream side of the structure will be backfilled with Coarse Aggregate, No. 57 Stone.
The Designer may adjust the number and placement of structures in the field.
The contractor may replace the rock vane with a log vane where appropriately sized
specimens of logs are available to meet the rock vane dimensions. The contractor shall
provide the Engineer with shop drawings for approval prior to installation. The log vane
shall be sufficiently anchored.
Vane arm length shall approximately as follows: Reach'A = 45ft, Reach B = 45ft, Reach
C = 51ft, Reach D = 56ft, Reach E = 57ft, and Reach F = 15ft.
Method of Measurement
The quantity of Boulder, Rip Rap-Class A, and Coarse Aggregate, No. 57 Stone to be
paid for will not be measured for payment under this section. Filter fabric shall be
incidental.
Basis of Payment
Payment for installation of Boulder, Rip Rap-Class A, and Coarse Aggregate No. 57
Stone shall be paid for as outlined under "Structure Stone" in Section 3.0.
' This payment shall be considered full compensation for all labor, equipment, hauling,
placing, handling, sorting, fitting, materials, and incidentals necessary to construct the
rock vane.
3.2 Rock Cross Vane
Description
A rock cross vane is primarily used for grade control. This structure serves to maintain
the integrity of the upstream riffle while promoting scouring in the downstream pool. The
design shape is roughly that of the letter "Ll" with the apex located on the upstream side
at the foot of the riffle. Footer boulders are placed in the channel bottom for stability.
Header boulders are then placed on top of but offset upstream of these footer boulders
as shown in the plans. Header boulders in the middle of the channel are at
approximately the same elevation as the riffle. On either side of the channel, wing
15
boulders are placed at an' angle to the stream bank, gradually inclining in elevation until
they are located at the bankfull surface directly adjacent to the streambank. Water
flowing downstream is forced over these boulders towards the middle of the channel on
either side of the structure, effectively scouring out a pool below. Boulders placed at the
apex hold back streambed material and prevent it from washing downstream. The
quantity of rock cross vanes may be increased, decreased, or eliminated entirely at the
direction of the Designer. Such variations in quantity will not be considered as
alterations in the details of construction or a change in the character of the work. (See
rock cross vane detail on the construction plans.)
Materials
All materials shall meet the requirements of Boulder, Rip Rap-Class A, and Coarse
Aggregate, No. 57 Stone as outlined under "Structure Stone" in Section 3.0.
Installation
A trench shall be dug in such a manner that the footer boulders, the cross header
boulders and at least 1/3 of the wing header boulders are buried beneath .the bed
surface elevation. The rock cross vane arms shall extend from the edges of the bankfull
channel into 1/3 of the bankfull channel width at 20 to 30 degree angles. The rock cross
vane arm angles shall be measured upstream from the tangent line where the vane
intercepts the bank. Refer to the construction plans for exact installation guide and
locations of rock cross vanes to be installed. An excavator, with a bucket that includes a
hydraulic thumb, shall be used to place boulders under the supervision of the Designer.
Header and footer boulders shall meet the required stone sizes as indicated in the
"Structure Stone" section., Footer boulders shall be placed first with header boulders
placed on top of but offset upstream of the footer boulders as shown in the plans prior to
any back filling of the trench. Boulders shall be selected and positioned such that they
butt tightly together and there are multiple contact points between all boulders (flat
smooth surfaces that fit together). Filter fabric shall be placed on the upstream side of
the structure to prevent the washout of sediment through boulder gaps. Filter fabric shall
extend from the bottom of the footer boulder to finished grade elevation on the upstream
side of the structure. Filter fabric shall be placed the entire length of the structure. Gaps
between boulders shall be filled with a combination of Rip Rap-Class A and Coarse
Aggregate, No. 57 Stone until plugged. In the center, or cross, portion of the channel,
the header boulder shall be placed such that.the top of the header boulder is at an
elevation equal to the bed elevation. The header boulders in the side, or wing, portion
shall be placed in such a manner as they slope up from bed elevation, at the cross
portion, to the bankfull stage at a 2 to 7 percent slope. Header and footer boulders at
both banks shall be tied in securely to the bank in such a way that eliminates the
possibility of water diverting around them. A rock sill shall be utilized to further prevent
water from cutting around the structure. The area between the streambank and both
vanes on the upstream side of the structure will be backfilled with Coarse Aggregate,
No. 57 Stone. Structures shall be built to the approval of the Designer. The Designer
may adjust the number and placement of structures in the field.
Vane arm length shall approximately as follows: Reach A = 45ft, Reach B = 45ft, Reach
C = 51ft, Reach D = 56ft, Reach E = 57ft, and Reach F = 15ft.
16
Method of Measurement
The quantity of Boulder, Rip Rap-Class A, and Coarse Aggregate, No. 57 Stone to be
paid for will not be measured for payment under this section. Filter fabric will be
incidental..
t Basis of Payment
Payment for installation of Boulder, Rip Rap-Class A, and Coarse Aggregate, No. 57
Stone shall be paid for as outlined under "Structure Stone" in Section 3.0.
This payment shall be considered full compensation for all labor, equipment,' hauling,
placing, handling, sorting, fitting, materials, and incidentals necessary to construct the
rock cross vane.
3.3 Root Wad ,
Description
The objectives of this structure is to: (1) protect the streambank from erosion; (2) provide
in-stream and overhead cover for fish; (3) provide shade, detritus, insect habitat; (4) look
natural; and, (5) provide diversity of habitats. In areas along the streambank where
there is no remaining deep rooting vegetation, a footer log and boulder are placed on the
channel bottom and abut the streambank along an outside meander. This provides
support for the root wad and additionally stability to the bank. A large tree root wad is
then placed in the streambank with additional boulders on either side for stability. This
structure deflects flowing water away from the bank and towards the center of the
channel. The quantity of root wads may be increased, decreased, or eliminated entirely
at the direction of the Designer. Such variations in quantity will not be considered as
alterations in the details of construction or a change in the character of the work. (See
N root wad detail on construction plans.)
Materials
All materials shall meet the approval of the Designer. Trees to be used for the root wads
shall be provided by the Contractor. The root mass shall have a diameter between 3
and 6 feet. Loose soil shall be removed from the root mass. Care must be taken to
protect the root mass. The tree shall have been alive when recently removed from the
ground. The trunk shall extend 15-20 feet from root mass and may be cut to a point at
the end. Tree basal diameter shall be a minimum of 10 inches. Hardwoods shall be
used; softwoods such as pine or poplar shall not be accepted.
Footer logs of a 10-inch minimum basal diameter shall be pruned with blunt ends.
Footer logs shall be between 7 to 15 feet long depending on the amount of root wads to
' be installed and their dimensions. Longer footer logs will be required in areas where
multiple root wads can be placed and/or where larger diameter root wads will be used.
Footer logs shall extend a minimum of 2 feet on either side of the root ball. Hardwoods
' shall be used; softwoods such as pine or poplar shall not be accepted.
All boulder materials shall meet the requirements of "Boulder" in Section 3.0, "Structure
Stone".
Installation
The preferred method for installation is to drive the trunk of the root wads into the
streambank using an excavator that contains a hydraulic thumb. The root mass shall be
17
oriented in such a way that the velocity vectors of the water will intersect the root mass
at a 90-degree angle. There shall be no void between the root mass and the bank on the
upstream side of the channel or the bottom of the channel and the root wads. A boulder
shall be placed on the downstream side between the root mass and the bank to provide
erosion control. The boulder shall meet the required stone sizes as indicated in the
"Structure Stone" section. If the root wad is driven into the bank, a footer log is not
required. The Contractor is responsible for making sure the root wad will not be driven
into any utilities prior to installation.
If it is not possible to drive the trunk into the bank, a trench shall be dug in the bank and
the trunk shall be placed in the trench. The trench shall be backfilled and compacted. A
trench shall be dug along the toe of the bank to a depth of %2 the diameter of the footer
log. A pruned footer log shall be placed at the toe of the channel and the root wad shall
be placed directly above it in the locations directed on the construction plans, as directed
by the Designer. The root mass shall be oriented in such a way that the velocity vectors
of the water will intersect the root mass at a 90-degree angle. There shall be no void
between the root mass and the bank on the upstream side of the channel or the bottom
of the channel and the root wad. A boulder shall be placed on the downstream side
between the root mass and the bank to provide erosion control. The Contractor is
responsible for making sure all trenching activities will not interfere with any utilities prior
to trenching. The boulder shall meet the required stone sizes as indicated in the
"Structure Stone" section
A 6-inch berm shall be constructed on the bank running parallel to the stream
approximately 2 - 3. feet behind the root wad. The berm will divert water leaving the
floodplain and reentering the channel away from the streambank where the root wad is
installed.
Method of Measurement
The quantity of root wads to be paid for will be the actual number of root wads installed
and accepted by the Designer. Footer logs will be considered incidental to the
installation of the! root wads.
The quantity of boulders to be paid for will not be measured for payment under this
section.
Basis of Payment
The quantity of root wads will be paid for at the contract unit price per stem for "Root
Wads." The cost of the footer logs are considered incidental to the various items
involved in the construction of the structures.
Payment for installation of boulders shall be paid for as outlined under "Structure Stone"
in Section 3.0.
Such price and payment will be full compensation for all work covered by this section,
including but not limited to furnishing, weighing, stockpiling, re-handling, placing, and
maintaining root wad structure and disposal of any materials not incorporated into the
project if directed by the Designer.
Payment will be made under:
Root Wads ................................................................................................................... EA
18

3.3 Permanent Stream Crossin
Description
This structure will serve as a means of crossing the proposed channel to allow access to
both the left and right side of the stream. The stream crossing will be constructed as
approved'by the designer (see "Permanent Stream Crossing" detail on the construction
plans.)
Materials ,
All material shall meet the requirements of Coarse Aggregate, No. 57 Stone and Rip
Rap-Class A, as outlined in "Structure Stone" in Section 3.0. Filter fabric shall be Type 3
engineering fabric, Class A or B meeting the requirements of Section 1056 of the
NCDOT Standard Specifications (Standard Specifications for Roads and Structures,
2002). Farm gate and fencing will not be provided under this contract.
Installation
Keep clearing and excavation of the stream banks.and bed and approach sections to a
minimum. Construct permanent stream crossing while stream is dry (i.e. during pump
around). Keep stream crossing at right angles to the stream flow. Ensure that
permanent measures needed to control erosion from road water runoff (such as riprap
and paved channels, paved flumes, or riprap outlet protection) meet all construction
requirements for those practices.
Construct stream crossing with a minimum 10-foot width as shown on construction
plans. Coarse Aggregate, No. 57 Stone will be placed on the left and right banks at a
minimum depth of six inches. Rip Rap-Class A will be placed within the channel at a
minimum depth of eight inches. Rip Rap-Class A shall be thoroughly covered with
Coarse Aggregate, No. 57 Stone. The structure shall be constructed as directed on
construction plans and approved by the Designer.
Maintenance
Inspect permanent stream crossings periodically and after major storms to check for
chaAnel blockage, erosion of abutments, channel degradation, riprap disfllacement,
slope failure, and piping. Make all needed repairs immediately to prevent further
damage to the installation.
Method of Measurement
The quantity of stone, Coarse Aggregate, No. 57 Stone and Rip Rap-Class A, to be paid
for will be measured for payment as outlined under "Structure Stone" in Section 3.0.
Filter fabric will be incidental. Farm gate and fencing will not be provided under this
contract.
Basis of Payment
Coarse Aggregate, No. 57 Stone and Rip Rap-Class A stone will be paid under Section
3.0, "Structure Stone".
r 19
This payment shall be considered full compensation for all labor,. equipment, materials,
and incidentals necessary to construct the stream crossing.

20
i
i
i
1

SECTION 4: EROSION CONTROL
4.0 Temporary Gravel Construction Entrance
Description
The work covered by this section consists of furnishing, installing, and maintaining and
removing any and all material required for the construction of temporary gravel
constructioM entrances and access road maintenance.
The Contractor shall coordinate with the landowner to determine the exact location of the
temporary gravel construction entrances.
Sediment and erosion control measures shall be conducted along the construction
access roads to the project site. The Contractor shall maintain the access roads for the
duration `bf the project. Upon completion of the project, the Contractor shall return the
temporary gravel construction entrances and access roads to a condition that meets or
exceeds-its pre-construction condition. Additionally, repair of any erosional areas that
have resulted from construction activities will be the responsibility of the Contractor.
Materials
All materials shall meet the requirements of Rip Rap-Class A as outlined under
"Structure Stone" in Section 3.0. Geotextile fabric shall also be utilized.
Installation
The Contractor shall install and maintain temporary gravel construction entrances in
accordance with the details in the plans. Initially, the Contractor shall coordinate with the
landowner to determine the exact location of the temporary gravel construction
entrances. A 6-inch minimum layer of Rip Rap-Class A stone shall be placed for the first
50 linear feet on geotextile fabric. The stone shall be rolled or tamped to provide an
even stable surface. Periodic top dressing will be required during the construction phase
to maintain the road. The remaining length of road extending from the end of the
temporary gravel construction entrances to the construction site shall be maintained in a
condition that meets or exceeds the pre-existing conditions. Soil or gravel shall be used
to address problem areas that arise due to construction traffic entering and leaving the
site. Upon completion of the project, the Contractor shall return the access roads to the
conditions that meets or exceeds the pre-existing conditions as directed by the Designer.
Method of Measurement '
The quantity of the temporary gravel construction entrances to be paid for will be the
actual number of temporary gravel construction entrances installed and accepted by the
Designer. Geotextile fabric and all excavation shall be considered incidental to the
installation of the temporary gravel construction entrances. The quantity of Rip Rap-
Class A stone to be paid for will not be measured for payment under this section.
Basis of Payment:
Geotextile fabric and all excavation shall be considered incidental to the installation of
r the temporary gravel construction entrances.
Payment for installation of Rip Rap-Class A stone shall be measured and paid for under
' Section 3.0, "Structure Stone".
1 21
Such price and payment shall be considered full compensation for all work covered by
this provision including all materials, construction, maintenance, and removal of
temporary gravel construction entrances as directed by the Designer.
4.1 Access Roads
Description
The work covered in this section consists of furnishing, stockpiling, placing and shaping
stone material for use in all access roads within the project limits.
Access roads on the project site shall be limited to the designated routes and locations
that are depicted on the construction plans.
A construction entrance shall be established according to the plans. Damage to any
existing access road . or vegetation shall be repaired to a condition that is at least as
good as the condition before start of construction, as directed by the Designer.
Materials
The graded stone material shall 'consist of "Incidental Stone Base" meeting the
requirements in NCDOT Standard Specifications Section 545 (Standard Specifications
for Roads and Structures, 2002).
Installation
The stone material shall be uniformly spread over the area required and then shaped
and dressed to the satisfaction of the Designer.
Method of Measurement
The quantity of incidental stone base to be paid for will be the actual number of tons of
material that has been stockpiled or incorporated into the completed and accepted work.
This quantity will be measured as provided for in NCDOT Standard Specifications
Section 545 (Standard Specifications for•Roads and Structures, 2002). Incidental stone
base that has been stockpiled will not be measured more than one time.
Basis of Payment
The quantity of incidental stone base will be paid for at the contract unit price per ton for
"Incidental Stone Base." The above's-price and payment will be full compensation for all
work covered by this section including but not limited to furnishing, hauling, placing,
shaping, tamping when required, and maintaining the base.; and disposing of any surplus
stockpiled material. as approved by the Designer.
Payment will be.made under:
Incidental Stone Base ................................................................................................. Ton
4.2 Temporary Impervious Dike
Description
The work covered by this section consists of furnishing, installing, maintaining, and
removing a temporary impervious dike for purposes of diverting bankfull flow
around/through the construction site, to insure that the Contractor is working in dry
conditions during construction. Temporary impervious dikes will also be used for turning
the stream flow from the existing channel to the newly constructed channel or pump
22

Stakes:
Provide stakes made of a biodegradable material with a hook to anchor matting. Stakes
shall be installed to no less than 2 feet for use on side slopes and no less than 3 feet for
areas.at the toe of slope.
Installation
Install the coir fiber matting immediately upon final grading. Provide a smooth soil
surface free' from stones, clods, or debris that will prevent the contact of the matting with
the soil. Apply permanent seed mix covered with straw mulch prior to installing matting.
Coir fiber matting shall be installed on the outside meander from the lower fourth of the
upstream "riffle through the run, outside meander and .upper fourth of the downstream
riffle. Begin installation at the upstream end of the channel by anchoring the matting in a
12-inch deep and 12-inch wide initial anchor trench. Backfill and compact the trench
after staking with 5 evenly spaced stakes. Install matting in the direction of flow. Install
' matting Ibosely and in full contact with the soil such that there are no creases in the
matting. Secure the top slope end of the matting a minimum of 5 feet beyond the top of
bank by anchoring in a 6-inch deep by 6-inch wide trench, staking, backfilling and
compacting. The edges of the parallel matting must be staked with approximately 6
inches of overlap such that the edge of the downstream matting is under the one just up-
slope. When matting must be spliced down the slope, install matting end-over-end
(shingle style) with approximately 6 inches of overlap and stake. Install stakes across the
matting at ends, junctions and trenches approximately 1.3 feet apart. Install stakes
down the center of each strip of matting and along all lapped edges approximately 2 feet
apart. Excess matting at the toe of the slope shall be trimmed (if necessary) and
secured by anchoring in a 6-inch deep by 6-inch wide trench, staking (as described
above), backfilling and compacting. Provide a final anchor trench, 12 inches deep by 12
inches wide, at the downstream limits of the application area. Stake the matting as
described above, backfill and compact.
The Designer may require adjustments in the trenching or staking requirements to fit
individual- site conditions.
Method of Measurement
The quantity of coir fiber matting measured will be paid for according to the actual
number of square yards measured along the surface of the ground over which the coir
fiber matting is installed and accepted by the Designer.
Basis of Payment '
The quantity of coir fiber matting, measured as provided above, witl-be paid for at the
contract unit price per square yard for "coir fiber matting". The cost of the stakes is
considered incidental to the various items involved in the construction of the matting.
Such price and payment will be full compensation for all work covered by this section,
including but not limited to furnishing, placing, stabilizing, staking, and maintaining coir
fiber matting.
Payment will be made under:
Coir Fiber Matting ........................................................................................................ SY

25
4.5 Temporary Silt Fence
Description
Furnish material, construct, maintain, and remove temporary silt fence in locations
shown on the plans or in locations that require surface drainage to be filtered.
Materials
Posts:
Provide-wood or steel post meeting the following requirements:
Wood post:
- Minimum 6 feet long.
- Minimum 3 inches in nominal diameter.
- Straight enough to provide a fence without noticeable misalignment.
- Structurally sound enough to support fence loading.
Steel post:
- Minimum 5 feet long.
- Minimum 1 3/8 inches wide measured parallel to the fence.
- Minimum weight of 1.25 lb/ft of length.
- Equipped with an anchor plate with minimum area of 14.0 square inches.
- Have a means of retaining wire and fabric in the desired position without
displacement.
Woven Wire Fence:
Provide woven wire fence meeting the following requirements:
- Minimum 32 inches high.
- Minimum 5 horizontal wires.
- Vertical wires spaced 12 inches apart.
- Minimum 10 gage top and bottom wires.
- Minimum 12 1/2 gage all other wires.
Filter Fabric:
Provide Type 3 engineering fabric, Class A or B meeting the requirements of Section
1056 of the NCDOT Standard Specifications (Standard Specifications for Roads and
Structures, 2002).
Attachment Device:
Provide No. 9 staple with a minimum length of 1 1/2 inches or other approved
attachment device (e.g., plastic tie). -
Installation
Install in locations as shown on the plans or as directed. Install wire and fabric as shown
in the plans. Class B synthetic filter fabric may be used without the woven wire fence
backing, subject to the following conditions: maximum post spacing of 6 feet, fabric is
approved by the Designer, and post spacing is inclined toward the runoff source, at an
angle of not more than 20 degrees from vertical. Install post with no more than 3 feet of
the post appearing above ground. Attach filter fabric to the wire fence with wire or other
acceptable methods. Overlap filter fabric a minimum of 18 inches at splice joints. Install
fabric that is free of defects, rips, holes, flaws, deterioration, or damage.
26
Maintenance and Removal
Maintain the silt fence until the project is accepted or until the fence is removed.
?. Remove and replace deteriorated or ineffective filter fabric. Remove and dispose of silt
accumulations in accordance with Section 1630 of the NCDOT Standard Specifications
(Standard Specifications for Roads and Structures, 2002) when necessary or as
directed. Leave silt fence in place until site stabilization and remove at project
completion. Removed silt fence becomes the property of the Contractor. Dress, seed
and mulch /all areas where silt fence is removed in accordance with the permanent
seeding specification.
Method of Measurement
Temporary silt fence will be measured by the linear foot, as accepted in place, along the
ground line of the fence. Removal and disposal of silt accumulations will be incidental.
Seeding and mulching will be measured as provided in the seeding specification.
¦ Basis of Payment
Payment will be made for quantities as measured in Article 1605-5 of the NCDOT
Standard Specifications (Standard Specifications for Roads'and Structures, 2002) for the
pay items listed below. The provisions of Article 104-5 of the NCDOT Standard
Specifications (Standard Specifications for Roads and Structures, 2002) pertaining to
revised contract prices for overrunning minor items will not apply to this item. No revision
in the contract unit price will be allowed because of any overrun or underrun. This
payment shall be considered full compensation for all labor, equipment, materials, and
incidentals necessary for the temporary silt fences.
Payment will be made under:
Temporary Silt Fence .................................................................................................... LF
4.6 Rock Dam
Description
Construct, maintain, and remove devices placed in ditches, diversions or swales to
reduce water velocity and contain sediment. The actual conditions which occur during
the construction of the project will determine the quantity of temporary rock dams
constructed. The quantity of rock dams may be increased, decreased, or eliminated
entirely as directed; however, these changes will require approval of Land Quality unless
the activity/measure is conducted upstream of the installed basin intended to provide
erosion and sedimentation control for the active portion of the project. Such v9riations in
quantity will not be considered as alterations in the details of construction or a change in
the character of the work.
' Materials
Refer to Division 10: Stone for Erosion Control, Class B Article 1042-1 of the NCDOT
Standard Specifications (Standard Specifications for Roads and Structures, 2002) and
Section 1005 for Sediment Control Stone. Stone for Erosion Control, Class B shall be
Rip Rap-Class B, and Sediment Control Stone shall be Coarse Aggregate, No. 57
Stone.
Installation
Rip Rap-Class B in the channel, ditch, diversion or swale with approximately 2:1 side
slopes. Place Coarse Aggregate, No. 57 Stone, approximately 12 inches thick on the
27
upstream side,-... Construct rock dam as shown on the plans and at other locations as
directed.
Maintenance and Removal
Maintain the rock dams, and remove and dispose of silt accumulations at the rock dams
immediately following any precipitation event. Remove rock dams as the project phase
nears completion. The actual time of removal will be as directed. After removal of rock
dams, dress the area to blend with existing contours and seed and mulch the area in
accordance'with permanent seeding specification.
Method of Measurement
The quantity of Rip Rap-Class B and Coarse Aggregate, No. 57 Stone to be paid for will
not be measured for payment under this section.
Basis of Payment
Payment for installation of Rip Rap-Class B and Coarse Aggregate No. 57 Stone shall ,
be paid for as outlined under "Structure Stone" in Section 3.0.
This payment shall be considered full compensation for all labor, equipment, hauling,
placing, handling, sorting, fitting, materials, and incidentals necessary to construct the
rock vane.

1
1
1
28
?
SECTION 5: VEGETATION
¦ 5.0 Specifications for the Establishment of Vegetation
¦ It is mandatory that the Contractor provide, or subcontract with, a Planting Supervisor
that has one of the following credentials: Certified Landscape Technician, Certified Plant
Professional, Registered Forester, or Registered Landscape Contractor. The appropriate
certificatioWor registration information will be provided to Restoration Systems, LLC in
¦ the bid package at the bid opening. Bid proposals will be reviewed for the required
credentials.
The Planting Supervisor will be responsible for managing and will be on site during all
activities involving permanent planting, including but not limited to the following: site
preparation for planting, exotic plant removal, seedling handling and storage, planting
operations, quality control inspections, managing plant competition. Activities associated
with permanent planting that are not supervised by the Planting Supervisor are to be
halted by the Designer and are not to be approved for payment.
¦ Restoration Systems, LLC will provide all plants except for the seeding and live stakes,
which will be provided by the Contractor. Tree and shrub plantings shall consist of
¦ species in the quantities and sizes as stipulated in Tables 1 and 2. During planting,
individual stem placement will be randomized, mixed, and grouped, at the direction of
the Designer, in order to replicate a natural buffer community.
¦ The Contractor shall. warrant an 80 percent survival rate against defects including
mortality and poor growth, except for defects resulting from abuse by other parties and
¦ abnormal weather conditions. The Designer will develop a remedial planting plan, if
necessary, based upon the first-year monitoring report. The remedial planting plan will
be implemented by the Contractor and overseen by the Designer. The remedial planting
plan should include the components of site preparation, competition control, and re-
planting.
A serious effort shall be made to retain and protect existing specimen vegetation that is
¦ well established, healthy and appropriately sited alongside the impacted channel as
directed by the Designer. The planting of any species of fescue grass on site is
prohibited.
5.1 Eradication of Exotic Species '
¦ Description
Prior to the re-vegetation phase of the project, non-native floral species shall be
removed. Exotic species currently identified within the project area include Chinese
privet (Ligustrum sinense) and Japanese honeysuckle (Lonicera japonica).
Management procedures described below are based upon recommendations taken from
the Southeast Exotic Pest Plant Council Invasive Plant Manual.
Materials
Rodeo@ or equal herbicide (glyphosate - aquatic label) designated as suitable for
extermination of trees and shrubs in riparian and wetland areas is allowable as an
herbicide. Personnel performing herbicide application will have a commercial license as
1 29
required by the North Carolina Pesticide Board and all work will comply with the North
Carolina Pesticide Law of 1971 and applicable federal laws.
Installation
Environmental conditions including weather, wind, temperature and period of the
growing season will be evaluated and will comply with the manufacturer's requirements
prior to initiation of herbicide application. The sequence of removal procedures will be
coordinated with planned seeding and planting tasks.
The first step in removal will consist of cutting exotic stems and trunks to a maximum
height of two inches above ground surface. The cut materials will be disposed off site or
by burning as directed by the Designer. Immediately after cutting, an application of
Rodeo® or equal herbicide (glyphosate - aquatic label), designated as suitable for
extermination of trees and shrubs in riparian and wetland areas, will be applied to freshly
cut stems and stumps according to the manufacturer's instructions. This application will
be completed a minimum of two weeks prior to construction activities.
Two weeks after herbicide application, all cut stems and stumps and other woody
remnants will be grubbed out, separated from the soil and disposed of as directed by the
Designer. After an additional two-week period, the application area will be inspected, in
conjunction with the Designer, to identify locations of exotic species regrowth. If
required, the Contractor will conduct another herbicide application to regrowth, as
directed by the Designer.
Method of Measurement.
The eradication of exotic species shall be lump sum.
Basis of Payment
All work covered by this provision will be paid for at the contract lump sum price for
"Eradication of Exotic Species." This payment shall be considered full compensation for
all work covered by this section, including, but not limited to, furnishing, preparing, and
applying all materials necessary to perform exotic species removal, and includes
removal and disposal of all trunks, branches, and root debris.
Payment will be made under:
Eradication of Exotic Species ........................................................................................LS
5.2 Site Preparation: Ripping
Description
Upon completion of grading and stream excavation/channel filling related work, and prior
to the revegetation, the areas to be planted, as indicated in the plans shall be ripped.
Ripping shall not be performed within the top of banks of the restored stream nor at the
locations of installed in-stream structures,. channel blocks, and ditch plugs.
Ripping shall be conducted utilizing a "v" ripper tillage tool. The "v" ripper tillage tool
shall have a minimum of three (3) shanks spaced a maximum of 20 inches apart and
have shanks of sufficient length capable of providing a minimum depth of 18 inches.
The tractor used to perform this work shall be of sufficient size and horsepower capable
of pulling this implement to the minimum specifications stated above. Each sequential
30
swath of the equipment shall be consistent in spacing and shall have a maximum of 20
inches.between ripper (shank) rows.
Method of Measurement
The quantity of ripping to be paid for will be the actual number of acres (AC) measured
along the surface of the ground, which has been ripped.
Basis of Payment
The quantity of ripping, measured as provided for above, will be paid for at the contract
unit price per acre for "Ripping." Such price and payment will be full compensation for all
work covered by this provision, including but not limited to furnishing all materials,
equipment and labor necessary to complete the specified work.
Payment will be made under: ,
Ripping ............ ........................................................ ............................ ........................... AC
5.3 Site Preparation: Discing
t Description
Discing shall be performed in all mowed areas and all areas that have been ripped, as
indicated on the plans and as directed by the Designer. The disc harrow equipment
' shall be either a tandem disc harrow or an offset disc harrow with a minimum of 18
blades, and sufficient weight and size to provide the eight inch minimum cutting depth
and mixing of vegetation debris.
In areas where discing is not feasible due to space constraints (i.e., between existing
trees), the Contractor shall utilize other mechanical or manual means to properly prepare
the ground surface, as directed by the Designer, prior to commencing any permanent
seeding and revegetation work.
' Method of Measurement
The quantity of disced to be paid for will be the actual number of acres, measured along
the surface of the ground, which have been disced and accepted.
Basis of Payment
The quantity of discing, measured as provided above, will be paid for at the contract unit
price per acre for "Discing." Such price and payment will be full compensation for all
work covered by this provision, including but not limited to furnishing all materials,
equipment and labor necessary to complete the specified work.
Payment will be made under:
Discing ......................................................................................................................... AC
5.4 Temporary Seeding
Description
The work covered by this section consists of furnishing, installing, and maintaining all
material necessary to conduct seeding and mulching activities as shown on the. plans
and as directed by the Designer.
r
31
Materials
The Contractor shall apply limestone as. described below. Temporary .seed mixtures
shall contain the species and be applied at the rates described in Table 1.
Installation
Limestone will be applied at the rate of 4000 lbs./acre. Temporary seed mixtures shall
be applied at a rate of 31 lbs./acre. Seeded areas are to be protected by spreading straw
mulch uniformly to form a continuous blanket over seeded areas.
Method of Measurement
The quantity of seed and limestone measured will be paid for according to the actual
number of acres that have been seeded with temporary species and applied with
limestone and approved by the Designer. Mulch shall be considered incidental.
Basis of Payment
Payment for temporary seeding will be the actual number of acres (AC) that have been
temporarily seeded and applied with limestone and approved by the Designer. Such
price and payment will be full compensation for all work covered by this provision,
including but not limited to, furnishing and placing all materials and watering associated
with seeding. Mulch shall be considered incidental.
Payment will be made under:
Temporary Seeding ..................................................................................................... AC
Limestone .................................................................................................................... AC
5.5 Permanent Seeding
Description
Permanent seeding will be required below the bankfull elevation on the stream banks, in
the riparian buffer, remnants of the filled channel, floodplain pool areas, and all staging
and stockpiling areas. Only certified seed shall be allowed.
Permanent seeding shall occur in conjunction with temporary seeding where applicable.
Ideally, permanent seeding shall occur during the planting season for each seed type.
Areas treated with limestone for temporary seeding shall be considered sufficiently
treated for permanent seeding; additional limestone will not be required for permanent
seeding in these areas. Areas where temporary seeding was not performed should have
limestone added as described in Section 5.4.
Materials
The Contractor shall utilize the permanent seed mixtures provided in Table 2. Seed
mixes shall be applied at a rate of 20 lbs./ac. The Contractor shall select 3 of the
species listed for each planting zone to create the seed mix. Additionally, for
stabilization, apply 10 lbs./ac of Rye Grain (Secale cereale) if between October 15 - April
15 or Pearl / Brown top millet (Pennisetum glaucum) if between April 15 - October 15.
The Contractor shall provide detailed information including but not limited to germination
rates, noxious weed seeds and date and location of harvest on seed mix. The Designer
must approve seed mix and rate prior to application. The Contractor shall utilize
limestone as described in Section 5.4.
Installation
32
Limestone will be applied at the rate of 4000 lbs. /acre. The Contractor shall loosen the
' sub-grade to a minimum depth of 4 inches and grade to a smooth surface with a loose,
uniformly fine texture. The Contractor is to limit sub-grade and finish grade preparation
to areas-that will be planted immediately. Prepared areas are to be moistened prior to
' seeding when soil is dry but care shall be taken not to create muddy conditions.
Prepared areas are to be restored if eroded or otherwise disturbed after fine grading and
before planting.
Seed shall be sown with a spreader or a seeding machine. Seed is not to be broadcast
or dropped when wind velocity exceeds 5 mph. Seed shall be evenly distributed by
sowing in two directions at right angles to each other. Wet seed or seed that is moldy or
otherwise damaged in transit or storage is not to be used. After being sown, the seed
shall be raked into the top 1/9 inch of the topsoil, lightly rolled, and watered with fine
spray. Seeded areas on stream banks shall be protected with coir fiber matting. Other
seeded areas are to be protected by spreading straw mulch uniformly to form a
continuous blanket over seeded areas. Straw mulch is to be spread by hand, blower, or
other suitable equipment.
t Method of Measurement
The quantity of permanent seed to be paid for will be the actual number of acres that
' have been permanently seeded and. approved by the Designer. Limestone shall be
measured and paid for under Section 5.4. Mulch shall be considered incidental.
Basis of Payment
' Payment for permanent seeding will be the actual number of acres (AC) that have been
permanently seeded and approved by the Designer. Limestone shall be paid for under
Section 5.4. Such price and payment will be full compensation for all work covered by
this provision, including but not limited to, furnishing and placing all materials and
watering associated with seeding. Mulch shall be considered incidental.
Payment-will be made under:
Permanent Seeding .................................................... :..................................... ........... AC
5.6 Live Staking
Description
The work covered by this section consists of furnishing, installing and maintaining live
stakes as shown on the plans and Table 3 or in locations as directed by the'Designer.
Work includes providing all materials necessary to install the live stake cuttings.
Materials
The Contractor will provide all live stakes as shown in the plans and Table 3. All plant
material shall be harvested locally (within the same physiographic ecoregion and plant
hardiness zone) or purchased from a local nursery, with the approval of the Designer.
Live stakes obtained from a nursery must meet the same physiographic ecoregion and
plant hardiness zone requirements as harvested stakes. The Designer must approve the
live stakes as well as their source of supply.
All live stakes shall be dormant at time of acquisition and planting. Live stakes can be
installed between November 15 and May 15. Live stakes shall be 1/2-1Y2 inch in
diameter. Stakes shall also be 2 - 4 feet in length.
t 33

During preparation, the basal ends of the live stakes shall be cleanly cut-at an angle to '
facilitate easy insertion into the soil, while the tops shall be cut square or blunt for
tamping. All limbs shall be removed from the sides of the live cutting prior to installation.
Installation 1
Cuttings for live stakes shall be harvested in a manner such that they are cut,
immediately put into water to be soaked for ten days, and then planted .immediately after
the ten days are completed. Cuttings shall remain wet until they are planted. Outside
storage locations should be continually shaded and protected from wind and direct
sunlight.
Live stakes shall be tamped perpendicularly into the finished bank slope with a dead
blow hammer, with buds oriented in an upward direction. Stakes should be tamped until
approximately 3/ of the stake length is within the ground. The. area around each live
stake shall be compacted by foot after the live stake has been installed. One to two
inches shall be cut cleanly off of the top of each live stake (with loppers) at an .angle of
approximately 15 degrees following installation. Any stakes that are split or damaged
during installation shall be removed and replaced.
Method of Measurement
The Contractor shall provide all live stakes. The quantity of live staking measured and
accepted will be paid for at the contract unit bid price per each live stake for "Live
Staking".
Basis of Payment
The Contractor shall provide all live stakes. The quantity'of live staking, measured as
provided above, will be paid for at the contract unit price per each (EA) live stake for
"Live Staking". The above prices and payments will be considered full compensation for
all work covered by this section, including but not limited to furnishing, and installing all
live stakes.
Payment will be made under:
Live Staking ................................................................................................................. EA
5.7 Bare Root Seedlings
Description
The work covered by this section consists of installing and maintaining bare rootstock at
locations described on the plans and Table 3 or in locations as directed by the Designer
in accordance with these specifications. The work of planting includes planting bed 1
preparation, initial planting, plant establishment, and replacement planting. Restoration
Systems, LLC will provide all bare root seedlings.
Materials
Restoration Systems, LLC will provide all bare root seedlings as shown in the plans and
Table 2. Restoration Systems, LLC will provide the species, in the quantities and sizes,
as stipulated Table 2. Hardwood species planted as bare root seedlings must have a
minimum of four first order lateral roots (FOLR) that exceed 1 mm in diameter. Seedlings
that do not possess the minimum number of FOLR will be culled from planting.
34 1

Hardwood bare root seedlings that will form the canopy must have a minimum root collar
diameter (RCD) of 3/8-inch. Seedlings with lesser RCD's will be culled from planting. For
' species of bare root seedlings that do not typically exhibit RCD's of 3/8-inch, such as
bald cypress or river birch, a minimum RCD of 1/4-inch may be allowed, with the
permission of the Designer.
The planting stock should be grown by nurseries within the same physiographic province
and plant hardiness zone of North Carolina within 200 miles of the project site. The
' seed sources for the plant material should also match the physiographic province and
plant hardiness zone of the area to be planted. Plant stock or seed mixes may be
obtained from nurseries beyond the 200-mile limit with,the approval of the Designer.
Installation
The storage, handling, and planting of bare root seedlings will follow the procedures
outlined in the NC Division of Forest Resources' (NCFS) Pocket Guide to Seedling Care
and Planting Standards, 4th Edition, which can be obtained at all NCFS county offices..
Planting will not take place on `Severe Days' as defined by the Pocket Guide to Seedling
Care and Planting Standards.
Installation of the bare root vegetation shall be located in designated areas along the
streambank above and below bankfull elevation as described in the plans and Table 2 or
as directed by the Designer. All hardwood seedlings will be planted with shovels or
augers rather than with a hoe-dad, KBC bar, or OST bar. The Designer will monitor the
planting operation to enforce correct planting techniques. Each planted bare root
seedling must be mulched with two flakes from a bale of hay.
The Designer will conduct inspections, per the NCFS guidelines, during the planting of
all permanent vegetation. The attached NCFS document' Tree Planting Quality Control
inspection is to be filled out by the Designer. Randomly placed quality control sampling
plots (non-permanent) are to be 1/100 acre in size and a minimum of five plots should be
sampled per 1000 linear feet of riparian area or every 3 acres of wetland area. Seedlings
are to be examined for above-ground and below-ground defects (two trees per plot) that
include but are not limited to the following: cull seedlings; planted excessively deep or
shallow; more than one tree per planting location; loosely planted seedlings; excessively
leaning seedlings; dead or damaged seedlings; cull seedling (RCD/FOLR); debris in
planting hole; `J', 'U', or `L' rooted seedlings; and twisted roots.
Calculations of correctly planted trees per acre will be developed on-site and corrective
actions will be taken to meet the prescribed number of correctly planted seedlings per
acre. If remedial actions are necessary, the Designer is to inspect the site again using
the same procedures outlined above and a second set of Tree Planting Quality Control
Inspection documents are to be completed.
Method of Measurement
Tree Planting Quality Control Inspection documents are to be reported to the Restoration
Systems project manager upon satisfactory completion of the planting. The Designer will
determine the number of trees correctly planted per acre (adjusted for defects).
Restoration Systems, LLC will provide all bare root seedlings as shown in the plans and
Table 2, and the Contractor will install the plantings. Mulch shall be considered
' incidental.
1 35
Basis of Payment
Tree Planting Quality Control Inspection documents are to be attached to the invoices.
The planting of seedlings will be paid for at the contract price for "Bare root Seedlings"
per the number of correctly planted stems. Restoration Systems, LLC will provide all
bare root seedlings as shown in the plans and Table 2, and the Contractor will install
them. This payment shall be considered full compensation for all labor, equipment, and
incidentals necessary for bare root seedlings. Mulch shall be considered incidental.
Payment will be made under:
Bare Root Seedling ...................................................................................................... EA
36
SECTION 6: COOPERATION BETWEEN CONTRACTORS
i
t
a
i
i
When separate or additional contracts are let within the limits of any one project, each
contractor shall conduct his work so as not to interfere with or hinder the progress or
completion of the work being performed by other contractors. Contractors working within
the limits of the same project shall cooperate with each other. Each contractor shall
conduct his operations in such a manner as to avoid damaging any work being
performed Oy others or that has been completed by others.
The owner will under no circumstances be liable for any claim for additional
compensation due to the acts of one contractqr holding up the work of another. The
owner will under no circumstances be liable for any damages experienced by one
contractor as a result of the presence and operations of other contractors working within
the limits of the same project.

37
SECTION 7: TERMINOLOGY
• Bankfull - the level or stage of flow in a stream at which channel maintenance, i.e.
sediment transport, is most effective and results in the average morphologic
characteristics of the stream. The bankfull level does not necessarily coincide with
the "top of bank" in a stream.
• Channel - a natural or manmade waterway that continuously or intermittently carries
water.
• Coir fiber matting - coir (coconut) fiber woven into a natural twine matting that
supports vegetation establishment and is used for slope stabilization and erosion
protection on high velocity streambanks and intermittent flow channels.
• Inside meander - the inside of the bend within the stream channel.
• Log vane - an in-stream structure, spanning one-third to half of the bankfull channel,
composed of a portion of the bole of a tree embedded in the streambank and
streambed that is intended to replicate the natural presence of large woody debris in
a stream, naturally stabilize streambanks by decreasing erosion, and increase
aquatic habitat diversity.
• Meander - a bend in a stream channel.
• Outside meander - the outside of the bend within the stream channel.
• Pool - a topographical low in the streambed profile that is produced naturally by
scour and is characterized by slow moving water and finer-grained bed particles.
• Riffle - a topographical high in the streambed profile created by the accumulation of
relatively coarse-grained bed materials and is characterized by faster moving water..
• Riparian buffer - an undisturbed, vegetated strip of land adjacent to a watercourse.
• Rock cross vane - an in-stream structure, spanning the entire bankfull channel,
constructed to replicate a natural rock stream feature that provides vertical grade
control of the streambed, stabilizes streambanks and decreases erosion, and
increases aquatic habitat diversity.
• Rock vane - an in-stream structure, spanning one-third to half of the bankfull
channel, constructed to replicate a natural rock stream feature that naturally
stabilizes streambanks by decreasing erosion and increasing aquatic habitat
diversity.
• Root wad - an in-stream structure composed of a portion of the bole and rootball of
a tree embedded in the streambank that is intended to replicate the natural presence
of large woody debris in a stream. A root wad serves to stabilize streambanks,
decrease erosion and increase aquatic habitat diversity.
• Run - the section of a stream profile that constitutes a transition in ther streambed
from a riffle to a pool.
• Streambank - the channel side slopes within which streamflow is confined.
• Streambed - the area of the stream channel located between the toes of the
streambanks.'
• Thalweg - a line connecting the deepest streambed points along a stream channel.
• Toe - the break in slope at the bottom of a streambank where it meets the
streambed.
38
N
r
R
N
X
d
d
d
O
a
c M
O
y
O a
m o
Q.
E
E H
R
U)
Y
d
U J
Y co
V
J H
y
C
O CC>

i •C
L a)
y
C m E
?
a O
m z
c-
p_ I
Cl)

a) V

Z
X Zj

?
O
N
.
?
cu 41 0

C
CL N
-2
.
m
m
?

U Q
0 cu 0
% N
H w m w
.0
Q
Q - ? U
A
-

m U
N
CO In
N
a)
E
co
z
c N U)
O
E c
L m.
L
E m
L E
O U t
U ?,
co U
A2 >, 3
_, W Cn 0- U)

'U

a)
U)
m U
Z
? ca ? m
?
c a? •? ?
i
a i
U
Z
)
(n a)
U
S C

? a a s
X_

(D x

U) 0
co a`)
o

Q CO
E

a
d
a?
c
m
c
a
N
IL
N
w
J
m
FQ-
w
N m
U
C c
M
O
N f6 2?-m
- p, d yN L
Qmoa,U)
N N ,aO - - co U Cn
o
+. •a N ca X C m N
m - O Co •a
a> L
i O
V o 'a a m Q 'y U
C
CA
A L
a N? m N
a) C d
C
- y C m
.fl O to ty.a.•Cp???
- U - t N ? L ?-
a O
O ,Q
N
U
a
~ Ca T U
N m S. E 'Q

(n -
y m V
0
X
V
C
a
? p
O N
E CD O a)
U
"a U) 0 4?
- c
o
a
io p v N m 2,n
fn NM NQ'n .Qm"-
_X ?j

C ?
O
4) N
Wca
N
M
ti
ti
11,
1-
6
6
1--
6
r?
ti
r
ti
ti
ti
ti
ti
r`
?
I*-
P?
ti
ti
ti
ti
Co: CO)
cD
tO
CD
m
cO
CO
CO
CO
6
6
6
m
(O
CO
CO
CD
m
to
CO
CD
(D
(O
O
a
+=
Q
U
Q F

E
? N
`L°
to co
co O

2

m N
co

voi
ca 3 a> 3 m 2 3 (D
m
Z
c
p o
c
v
- to
E
a

0
°
(D
0 O
c
a ca
E
'2
a)
w
U)
a)
co
rn
N
O ca
E o
c
v a
E
O
w

E O
0
3 -
E m
? O 3
m -
3 m ?
E Co
0 O
c` ..
N
cLa
m ca O
rn =
3 M :Z
E m 3 rn
m
E
O
E m

' c
L
1 c
o
E m
'c
' C
a? O
? c
•oq
? a
i C
L
E (a
'c C
m 7
c ? C
O Cn
c
U

in U a
3 L
._ rn
ca co
o> Cn
> N
a) •"=
3 ca
3 `
._ v
m m
a?
M w
o
m N
a? =
3
._
? "
3 v
m
3
.? N
m co
a? N
? N
a? "
-
3
.I cn > W i- m 0 (n V) > W -
I m m c (n W fn W H co 0 (n
a)

aUi

CL.

) co

?
ti

a co
?
E
CO
ti
E
ZC.)

?

E

E

0

0

E

a
0

E
U)
_
?
_

a
co

a

„°-

a

?

L
m co _ co E m co E E m E m
co
I::
Ei
o a r o ? w m = ? 15) Q
o a? w
? ? a ? c cca cia C ? a `m' c m ,? c E ? a cca c a `m' c m °'

3
' E E
. o a S co .i
' E E 0 ' o ? E C? .,
' E E o U S
v
m c
+.
co ?
V c
O m E E
O s
+.
C7
0 c
0 o

C
L E

O E

O o

Q
L m

Ca E

0

U t

+.

y

O c o E E

a
c
c
E OP
b
0
E O U V
= ' i= ° a i= ° -
w a Q a = w a Q a a Q (
., a i= = w i= a Q a a
0 7 7 7 :3
cu

U
OX
aa)
U
OX
aa)
U
OX
aa)
U

1 m a co co m
> m0 a) (1) `mm a)a)
1: (n x (n x (n x (n
4) _ CO)
v
N N CL a
cr, O
w O N
c
Ca E
m Q
C7 v
C
>
N
1 O

U- m
l U

°
co 1 D
l a
la W ?v -? Z
,Z) Co y -0 O_I
(0D j CO
(Q C,
(Q
(Oi1 N
a CD GOOD
0 a
Q
:3- CD Q?
0-. Co ((D
0) _
4 O
a ? y
co .. (D
o e v
0) ? _ o
Q m
(Q ?. O (0i1
O O v 0
y (3D
cl)
((Qn (CD :E
z n a
a?
N m 0 a
1 O k• N
O (D 0 Q
`C y
a (p 0)) Q
a) 0 CO) 0 c?.
4 ?• CD
p
a) co
:3 -0
4 co CD
j
k'NC) (CD
(D CA)
?• CL 3
0 0
a w y
(q
m
a
v
v
J
G.
C
v
?-0 C T (n '0
0 ° o @
v v
v (D
7 rt a a
C 5
w v 0:
o X O
0
CD
Cl) = ? 0
N
r
2 2 N c CD (
D
:3
CL
y 0 O y
y y y 7 p
v
(a o
N N
N 0

0
N N 0 0
Cn C) cn U1 D
? (o

00 00 0 Oq o da w .D
X X X X X x 01 d
00 00 O 0D

000
00o
W
000
W N
N 0
N
a
=
0) (
/i
0 ?(a

0 0 O A A Z G?
- C
- c? ? c? c? A o r' A A CO 'n C
- ?
- (n (? vl (n
CD 0= D o
O m
(? c
CD c
CD
t
Q 0
1-11 01
' (D 0 c
(n O
p c
(
D C
(
D (D
=
k
C 01
k' 0
' 0) 0)
>`
'
0
1 01 -
c y tn' C = o
N , c
ti ci
01 n O O' (D ? ? .
d ' (q ?
Z3 p Z c

01 ?
0 co
n
(n
(n
y
v'
0) Co
n v
03
0 _
Co
O
O =
to =
to
3 ?
0 co O
Cl)

?
v
0
3 ?
°
v p
?
a
S
m
3
a
z
3
0
2 y CO
co
a?
'D
c m 0 Q Q 1
, 2.

,
0 i
c
p
c1'
ZR .
1 0
0
0 0
0
0
0
0
0
0 (
?
(/) 1
v
d . 01 (D (C) v 0) 7-!
(7' Z5 _ 1
p o ?'
p S •-?. v s o n
o
O
n N O 01
p ?
v v
O - p C
v' y y
0 CD
Z3 c a
i
C 0

C1.
O
0
co

0)

p

4 k 1 , L Z

N
CD O 0
j v v o' 0
5 3
p•, v -
.
fn' (D fn

(D
0
m > ? D - ? Z CO = D D ? D CO 'o D D (n (
n m ao y
c 9 v 0 3 0 0 0 =r 0 a 0 3 3 v 3 m B C D < cd 3 3 _ CL a)
??
3 v CD CL cr 0
Cr
c d N 3' a
3 o
0
o
c
o e0i v a'
c p -O
3 o O p ° 0 nOi O CD L

=•
C>'
O
S
3
(?D
3
C
(D
S
O
u
? o
S
O 0 0
77 0
;r 0
S (n
? o
Cn
t
O
O
0 N p_
O 3 N 0) (
D
? (D
3 v 0 O
0
1
c (D 0 m c •
?
:3 0
01 0
O 7r
rt c
0 3 v
3
(D a 0 0

CO CD CO CD CD CD CO W W W W CO CD CO aO C, C7 co
W
oD
oD
W
W
W
W
CO
CO
r
r
r
r
v a1 a1 v v v v 0
- o
- 0 v v v v v v al o v v al 0 d o o v 0l <' < <' <'
S S -s -s -i -s (D (D 0 0
0 o

0

O

O

O

O

O
I

0 0 a 1 0 0 a 0 a 0 a 0 a 0 a 0 a 0 a "0

0 a

0 a 0 3

0 0 a 0 a 0 a 0 T
a
0
N
p1
fn
p1
y
v
y
N
0
rt 0
rt O O
,-r O
rt O
rt O
rt 0 0
.rt 0
rt 0
rt 0
rt 0
.-+ O
rt O
.+ O
.rt O
rt O
rt O
? O
rt O
rt
.rt O
rt O
.+ O
rt O
rt O
rt X X x 7C
cn w N N 0 0 N 0 0 0 0 0 0 0 w w N N .
0 0 0 y N N 0 0 w 0 m 0 (D

0
(D
(D
0
0
0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0 ?..\

a

,
0 (D (D 0 0 0 0 CD (D (D (D 0 (D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -
a a a a n a l. a : a : a a a a ! ! a a a a a a a a l a U1 Cn Cn cn
(o w w (,.w (i
3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 n
a ° O Q
v
? a?
? ? ? ." :. :. :. 1. . N N N N '0
N N N N N N N N N N N N N N N N N N N N N N N N N N N W W C' CW T

,"
.a z
1 a
1
_? a
1 s
I
1" s
1
a a
1 s
1
i s
1
?
I" s
1 s
1 a
1
a s
1
a a
1 s
1
la s
,
a :
1
a a
1
? a
1 z
1
- z
1 a
I
A s
1
? a
1
a 2
_
ry..

00
00
00
00
a
00
a
00 _
00
a
00
: _
00
: ,
W
s
00
:
00
a
00 _
00
a .
02
00
z
00
00
a _
00
s _
00
s _
00
a
W
s
00
s
00
s -
00
W
z _
00
a (p
0 0
7 D
7 0
O
7 7 3 3 3 a 7 7' 7' 7 a a 7 0 7 x 7 7 5 > > a a 7 a 7
S rt
= ?
= -
= 0

0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (p .... =1
0 7 7 > 0 7 0 7 7 7 3 0 7 7 0 7 0 0 0 7 7 7 3 7 > > o

rs
S
O
S
S
S
S
O
7
a'
S
S
S
S -
S -
S
S -
S -
S' -
a- -
S -
7' -
S -
S -
a• -
S -
S
n)
O
.. .? -
@ :3
co
O
O
0
0
0
a

3

o O O
N
N v v N n1
-'
N
to fn w V v1 V
b W W W N N N N 0 - N N - - - -O N N N N N - - - - -• -? - » ? C' N N N A 0 O
CD o n C) O o 0 0 n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
0 c \ 0 0 c \ o c 0 \ \ \ o \ \ 0 0 0 0 ?.Ol 1.11, o 0 0 0 \ \ 0 0 \ \ \ \ O
o
0 0)
C
0
0
W
W N
W N
O 0)
00 -+
-4
-4
-
V
-
-l
- ?
W
C)
C) CA
co ?
W ?
W ?
W -?
W .?
W
O
A
A
A
?
CA
A
A
A N
4 CA
A cn
A cn
A
0 .
.
3
3
'
00 co 4 0 0
1 0
1 0 O (n (D w 41 n A. -? 0 0 0) 07 0 cn .A A. A A
I Cn A
:l A A (N? -
cn .
cn .
cn 0 a
0 0
l l l
0 O
h

?

X

0

0

0

0

0

N

W

m

m

W

N
C>t
W
O
C?
W
O
W
O
W
O
-'
A
(O
(0
00
C0
''
1?
CC
(O
(O
N
N
N
N
N
N
.pp
A C
O
(D

C
0)
-? -
(D -
O N (0 N N N 0
N 0)
N O vI O O) O 0) w
I
01
01 W
om W
-' W W N 00
-• 00
-' 00
.? N 3 3
W 011 U1 U1 vl CJ7 N N N N U1 (n ^
o
(n - 3 W -0 (n -0 (j- (n "p s0 O 7 C 0
?r N 01 co 01 co `< N Cl) `< U 0 '< a1 a ? O (A. O

3 y
0 CA

0 3 (n

v N

v

0

CD
1
°

0
0
3 0

O
??
-
.?i
(n

0
a 0
0
7 v Cr
O
0 fn
7 v Cr
o 0
O
0
0 U)
v
•

co
.
0
=?
0
a O (D
x- O (D
a 2
CT
3 (D
a O
a
7 (D
CL 0
01 , .
3 o
? 72 •o -0
CO = m
N

0 C
()
C O c
7 (0 C.
C n S O
W 0
0) CD C
S S = (
r = u
=r CD (D CO m Z- "o
R
3
CD (1) cL CD CL ( N D 0 p. C CD D () N C °0
-
O
fn C 0 `C
(D
N° 0? 3

0
a
° a
° a
° a C m
CL
?
0 ?
0 ?
0 Cr o
0 o
0 e
a3
m(DM v,
X1 .
7
(D a (D a CD CD 0 C o 0.
O .0-. O
0
@ .0+ O
0 .h.? O rt
CL
@ .
. 0 A ?
B o o 0 o 0 c 0 O?5N
N
?r
r
m n
W (D
(D
CO)
G1
(D
a
O
O
O
V
m.
(D
Q.
N
S
C
T
c?i
to
r
C
d
(D
U)
i
i
i
i
i
i
i
i
Stream Restoration Plan
Lick Creek
Lee County, North Carolina
Submitted to:
rAs 1
ECO Stella
North Carolina Department of Environment and Natural Resources
North Carolina Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 276994652
Restoration Systems, LLC
1101 Haynes Street, Suite 107
Raleigh, North Carolina 27604
Amended September 2005
z
"'ZNpsk
Submitted by:
Stream Restoration Plan
Lick Creek
Lee County, North Carolina
Prepared for:
Restoration Systems, LLC
1101 Haynes Street, Suite 107
Raleigh, North Carolina 27604
By:
lD?
URS Corporation
1600 Perimeter Park Drive, Suite 400
Morrisville, NC 27560
?Q?H CA
...,.
Cp
Kathleen McKeithan, PE, CPESC,
Project Manager/Project Engineer
x"432-' '
31NE?••??,? ?
September 30, 2005
EXECUTIVE SUMMARY
' Restoration Systems is submitting this Restoration Plan to the North Carolina Ecosystem
Enhancement Program (EEP) for the Lick Creek Stream Restoration Full Delivery Project with
intentions of restoring a degraded section of Lick Creek and Wallace Branch located within Lee
' County, North Carolina. The project reach is approximately 8,500 linear feet. The project is
located within the Cape Fear River.Basin, Cataloging Unit 03030004. The site consists of 51
acres of floodplain, 5,371 linear feet of perennial, second/third order stream designated as Lick
Creek and 3,512 linear feet of perennial, second order stream designated as Wallace Branch.
The existing channels are highly degraded due to unrestricted livestock access, channel
straightening activities, riparian vegetation removal, and increasing non-point source runoff from
' the developing watershed.
The project site is in a rural setting currently pastured and contains open fields of grasses with
woody vegetation confined to some areas adjacent to the existing stream reaches. The
surrounding area is rural in nature, with some residential development. The project reach has
active channel widening characterized by severe bank erosion.
' The primary goals and objectives of the restoration of Lick Creek focus on improving local water
quality, enhancing flood attenuation and restoring aquatic and riparian habitat. These goals and
objectives will be accomplished by:
' Reestablishing stream stability and capacity to transport watershed flows and sediment load
by restoring stable channel morphology supported by natural in-stream habitat and
grade/bank stabilization structures;
¦ Reducing non-point source sedimentation and nutrient inputs into the identified project
reaches through the elimination of accelerated bank erosion, exclusion of livestock, and
reestablishment of native riparian buffers greater than 50 feet in width; and
' Enhancing the capacity of the site to mitigate flood flows by improving the stream's
connection to its floodplain.
' The proposed stream dimension, pattern, and profile was based on the detailed morphological
criteria and hydraulic geometry relationships developed from reference reaches - stable
portions of unnamed tributaries to Reedy Creek, a second order rural stream located in Anson
County. The reference reaches are located in the same hydrophysiographic province as the
' project stream. The reference also has similar land use, valley slope, and. sediment distribution
as the project site.
The restoration design is based on a Priority Level 1 approach that will improve connection of
approximately 9,500 linear feet of meandering, bankfull channel to its previous floodplain and
provide stable flow maintenance and sediment transport. The design bankfull stage will equal
the floodplain elevation. The design stream profile will restore stable bed morphology including
appropriate riffle-pool sequencing. Cross-vane, J-Hook vane (J-Vane), and vane instream
structures have been integrated in the design to provide grade control, assist in stabilizing the
banks and reduce the burden of energy dissipation on the channel geometry. Biodegradable
coir fiber matting will be used to provide temporary stabilization on the newly graded
streambanks. The confluence of tributaries within the project reach will be incorporated and
stabilized with a grade control structure to match the proposed grade of the restored main
' channel. Excavated materials from the design channel will be used to backfill the abandoned
portions of the existing channel.
Native woody and herbaceous species will be used to establish at minimum a fifty (50) foot wide
riparian buffer on each side of the restored reach. The riparian buffer planting plan consists of
1
zones in which different species are associated. Live staking with appropriate native species
will also be used along the streambanks to provide natural stabilization as well as temporary
seeding and planting of native herbs and grass seeding.
Monitoring shall consist of the collection and analysis of stream stability and riparian/stream
bank vegetation survivability data to assist in the evaluation of the project in meeting established
restoration objectives. Specifically, the success of channel modification, erosion control and re-
vegetation parameters will be assessed using measurements of stream dimension, pattern, and
profile, site photographs, and vegetation sampling.
1
1
1
TABLE OF CONTENTS
Executive Summary ...................................................................................................................1
1.0 Introduction ......................................................................................................................1
1.1 General Project Description
1.1.1 USGS and NCDWQ River Basin Designations ...............................................1
1.1.2 NCDWQ Surface Water Classification ...........................................................1
1.2 Project Goals and Objectives .....................................................................................2
2.0 Watershed Characterization ............................................................................................3
2.1 General Description ...................................................................................................3
2.2 Drainage Area ...........................................................................................................3
2.3 Land Use and Development Potential ........................................................................3
2.4 Water Quality ........................................................................................•....................4
2.5 Significant Cultural and Natural Resources ................................................................4
2.5.1 Historical Resources ......................................................................................4
2.5.2 Archaeological Resources .............................................................................4
2.5.3 Rare/Threatened/Endangered Species and Critical Habitats ..........................4
3.0 Project Site Existing Conditions Survey ........................................................................6
3.1 General Site Description ............................................................................................6
3.2 Geology and Soils ................................................................................................... ..6
3.3 Existing Riparian Buffer and Natural Communities .................................................. ..7
3.4 Existing Stream Characteristics ............................................................................... ..8
3.4.1 Morphological Description ............................................................................ ..8
3.4.2 Channel Evolution Stage .............................................................................. ..8
3.4.3 Stability Assessment .................................................................................... ..9
3.4.4 Bankfull Verification ..................................................................................... ..9
3.5 Constraints .............................................................................................................. 10
4.0 Methodology ...................................................................................................................11
4.1 Stream Classification ...............................................................................................11
4.2 Sediment Transport Analysis ...................................................................................12
4.3 Discharge Analysis ..................................................................................................12
4.4 Biotic Survey ...........................................................................................................12
5.0 Reference Reach Analysis .............................................................................................13
5.1 UT to Reedy Creek (Mainstem) Reference Reach ........................................... .....13
5.2 UT to Reedy Creek (Tributary) Reference Reach ....................................................13
6.0 Stream Restoration Design ...........................................................................................14
6.1 Proposed Conditions for Natural Channel Design ....................................................14
6.1.1 Proposed Channel Description and Stream Classification ............................15
6.1.2 Sediment Transport .....................................................................................15
6.1.3 Structures Used for Natural Channel Design ...............................................15
' 7.0 Riparian Buffer Restoration Design ..............................................................................18
7.1 Eradication of Exotic Species ..................................................................................18
7.2 Planting Plan ...........................................................................................................19
' iii
8.0 Wetland Creation ............................................................................................................22
8.1 Pocket Wetland .......................................................................................................22
9.0 Monitoring and Evaluation ............................................................................................23
9.1 Duration ................................................................................................................... 23
9.2 Reporting ................................................................................................................. 23
9.3 Stream Stability ....................................................................................................... 23
9.3.1 Dimension .................................................................................................... 23
9.3.2 Pattern ......................................................................................................... 24
9.3.3 Profile .......................................................................................................... 24
9.3.4 Bed Materials ............................................................................................... 24
9.4 Photograph Reference Points .................................................................................. 24
9.4.1 Cross-Section Photograph Reference Points ............................................... 24
9.4.2 Longitudinal Photograph Reference Points .................................................. 25
9.4.3 Additional Photograph Reference Points ...................................................... 25
9.5 Bankfull Hydrology ................................................................................................... 25
9.6 Vegetation Monitoring .............................................................................................. 25
10.0 References ......................................................................................................................26
TABLES
Table 1. Existing Channel Morphology by Sub-Reach .......................................................8
Table 2. Priority 1 Level Restoration ................................................................................ 15
Table 3. Morphological Design Criteria ............................................................................ 17
Table 4. Streamside Zone Planting List ........................................................................... 20
Table 5. Floodplain Zone Planting List ............................................................................. 20
Table 6. Upland Slope Zone Planting List ........................................................................ 21
Table 7. Pocket Wetlands Zone Planting List ................................................................... 21
FIGURES
Figure 1. Vicinity Map
Figure 2. Project Location Map
Figure 3. Watershed Extent
Figure 4. Watershed Land Cover
Figure 5. Project Site Aerial
Figure 6. Soils Map
Figure 7. Bankfull Indicators
Figure 8. NC Rural Piedmont Regional Curve (Cross-sectional Area)
Figure 9. Reference Reach Location Map
Figure 10. Typical Cross-Sections
Figure 11A. Restoration Plan and Profile Sheet
Figure 11 B. Restoration Plan and Profile Sheet
Figure 11 C. Restoration Plan and Profile Sheet
Figure 11 D. Restoration Plan and Profile Sheet
Figure 11 E. Restoration Plan and Profile Sheet
Figure 11 F. Restoration Plan and Profile Sheet
Figure 12. Details: Typical Structures
iv
APPENDICES
Appendix A. Project Site Existing Conditions Photographs
Appendix B. Project Site Existing Conditions Data
Appendix C. Reference Reach Photographs
Appendix D. Reference Reach Data

1 °
Lick Creek Stream Restoration Plan
1.0 INTRODUCTION
Lee
North Carolina I
The purpose of the Lick Creek Stream Restoration Project is to restore degraded sections of Lick
Creek and Wallace Branch located in Lee County, North Carolina. This Plan presents detailed
information regarding the existing site and watershed conditions, the morphological design criteria
developed from a selected reference reach, and the project design parameters based upon natural
channel restoration methodologies.
1.1 GENERAL PROJECT DESCRIPTION
Lick Creek is located approximately 2.6 miles northeast of the City of Sanford in rural Lee County,
North Carolina (Figure 1: Vicinity Map). The site consists of approximately 51 acres of floodplain,
5,371 linear feet of stream designated as Lick Creek, and 3,512 linear feet of stream designated as
Wallace Branch (Figure 2: Project Location Map). These reaches consist of perennial, second,
and third order streams that have historically been impacted by riparian and bank vegetation
removal, the introduction of agricultural ditch inputs, channel straightening, unrestricted livestock
access, and the increasing development of the contributing drainage area. Existing land use within
the site consists of forested areas and pasture. The site is located within the floodplains of
Wallace Branch and Lick Creek so elevations remain relatively level. Past land management
activities have included timber harvest with subsequent land clearing for pastoral uses.
1.1.1 USGS and NCDWQ River Basin Designations
The project reach is located in the Lick Creek watershed of the Cape Fear River Basin (United
States Geological Survey (USGS) 14-digit Hydrologic Unit 03030004010010) within North Carolina
Division of Water Quality (NCDWQ) sub-basin 03-06-07. The 03-06-07 sub-basin contains all of
the Lick Creek drainage area as well as all other drainages to the 25-river miles of the Cape Fear
River extending from near the confluence at Lick Creek in Lee County to near Buies Creek in
Harnett County. This sub-basin is primarily forested, although agriculture accounts for a significant
portion of the sub-basin.
1.1.2 NCDWQ Surface Water Classification
The NCDWQ assigns surface waters a classification in order to help protect, maintain, and
preserve water quality. Lick Creek and Wallace Branch are classified as WS-IV waters protected
as water supplies which are generally in moderately to highly developed watersheds. Local
programs to control non-point source and stormwater discharge of pollution are required. These
waters are additionally classified as suitable for aquatic life propagation and survival, fishing,
wildlife, secondary recreation, and agriculture. Based upon monitoring station data collected in
2004, NCDWQ has assigned a water quality use support rating of "impaired" to 10.3 freshwater
miles of the main stem of Lick Creek due to elevated levels of turbidity, fecal coloform bacteria, and
below standard levels of dissolved oxygen (NCDENR 2005). Increasing watershed development
and non-point source pollution have been identified as probable causes of impairment.
I Lick Creek Stream Restoration Plan Lee County, North Carolina
1 1.2 PROJECT GOALS AND OBJECTIVES
' The goals and objectives of the Lick Creek Stream Restoration Project focus on improving local
water quality, enhancing flood attenuation, and restoring aquatic and riparian habitat. These goals
will be accomplished by:
¦ Reestablishing stream stability and capacity to transport watershed flows and sediment load by
restoring stable channel morphology supported by natural in-stream habitat and grade/bank
stabilization structures;
' Reducing non-point source sedimentation and nutrient inputs into the identified project reaches
through the elimination of accelerated bank erosion, exclusion of livestock, and reestablishment
of native riparian buffers greater than 50 feet in width, and
¦ Enhancing the capacity of the site to mitigate flood flows by improving the connection of the
stream to its floodplain.

1

Lick Creek Stream Restoration Plan Lee County, North Carolina
2.0 WATERSHED CHARACTERIZATION
2.1 GENERAL DESCRIPTION
The project site is located in a rural setting within the Piedmont Physiographic Province. The
topography is characterized by nearly level to steep upland areas (Stimpson 1989). The
headwaters of both Lick Creek and Wallace Branch form to the west and south of the project site,
along the fringe of the Sanford City Limits. Elevations within the drainage area range from a low of
200 feet above mean sea level (AMSL) within the bed of Lick Creek to a high of approximately 400
feet AMSL along the southwestern drainage area boundary near Sanford (USGS 1970, 1974,
1977, & 1993).
2.2 DRAINAGE AREA
The total drainage area for the project is 14.0 mil (Figure 3: Watershed Extent). The contributing
area to the Wallace Branch project reach is 4.9 mil while the contributing area to the Lick Creek
project reach before the confluence with Wallace Branch is 8.9 mil. Prior to reaching the
downstream limits of the project area, an additional 0.2 mil drains to the project reach.
2.3 LAND USE AND DEVELOPMENT POTENTIAL
Land use in the drainage area consists primarily of forest, pasture, and agriculture. Additional land
uses include rural residential development, secondary surface transportation routes, and suburban
residential and commercial/industrial development in the headwaters. The headwaters of the
contributing drainage area includes the eastern portion of the Sanford Municipal Limits and Extra-
territorial Jurisdiction (ETJ) which lies approximately 2.6 miles southwest of the site (Figure 4:
Watershed Land Cover).
Lee County experienced a population growth of approximately 19 percent from 1990 to 2000 and is
predicting a 16 percent increase by 2010. Most of this growth has occurred directly north of and
south of the City of Sanford adjacent to the major transportation routes of US-1, US-15, US-501,
and US-421.
Development potential within the contributing drainage area would be considered high based solely
on the proximity of the expanding Sanford urban area and the existing US-1 and US-421
transportation routes. However, the pending US-421 Bypass Transportation Improvement Project
around the eastern side of Sanford and through the middle of the site's contributing drainage area
serves to further increase this development potential.
The NCDOT is currently finalizing the design of the US-421/NC-87 Bypass of Sanford
(Transportation Improvement Program Project R-2417). The proposed design is approximately 11
miles in length extending west of the City of Sanford from SR 1400 (Cumnock Road) to NC-87
west of SR 1138 (Harvey Faulk Road). Right-of-way acquisition is in progress with construction
scheduled to begin in Fiscal Year (FY) 2008 (NCDOT 2005).
Relatively lower residential housing costs for commuters to the Research Triangle Park
(RTP)/Raleigh/Cary job market and a strong commitment by County officials to offer economic
incentives to attract manufacturing facilities support predictions that expansion of development in
the site area is likely to accelerate in conjunction with the construction of the US-421 Bypass.
According to the Lee County Economic Development Corporation (EDC), "local access will become
Lick Creek Stream Restoration Plan Lee County
, North Carolina
' even stronger when the US-421 Bypass is completed, opening southern Lee County for easy
[freight transfer].„
2.4 WATER QUALITY
The location of the proposed stream restoration along Lick Creek and Wallace Branch is important
to local water quality due to its proximity to the City of Sanford's drinking water intake on the Cape
Fear River (approximately two miles downstream of Lick Creek's confluence with the Cape Fear
' River near the NC-42 river crossing). In the future, when overflow residential development from
RTP and existing residential/industrial development in Sanford expands, this restored and
protected site will afford a degree of protection to local water quality.
' As part of their land use planning initiatives, Sanford and Lee County officials are actively
developing protection initiatives for environmentally sensitive areas by setting long-term goals that
include: 1) preserving stream valleys for open space corridors and passive recreation; 2)
' identifying, protecting, and enhancing ecologically valuable land and surface water for the current
and future community residents; 3) promoting Lee County as a "Green" community; and 4) creating
buffering along all creeks, rivers, and floodplains in the community. Their specific buffering goals
include establishing 30-foot minimum buffers along all creeks and streams, and a 300-foot
minimum buffer adjacent to all riverbanks including the Little River, Deep River, and Cape Fear
River.
' The proposed project is supportive of these local water quality goals, will serve to address existing
deficiencies with the WS-IV watershed, and will assist the Ecosystem Enhancement Program
(EEP) in meeting mitigation goals in the Cape Fear River Basin USGS eight-digit 03030004
cataloging unit.
' 2.5 SIGNIFICANT CULTURAL AND NATURAL RESOURCES
2.5.1 Historical Resources
' A review of available records at the North Carolina Department of Cultural Resources - State
Historic Preservation Office (SHPO) indicates a survey for Lee County has been completed. There
are numerous resources mapped within the contributing drainage area to the proposed project.
' However, only two structures, designated as potential 50-year old structures for which evaluations
have not been conducted, occur within the vicinity of the site. These structures are located on
upland areas approximately 500 feet from the existing Lick Creek channel and are well outside of
the proposed conservation easement boundary.
2.5.2 Archaeological Resources
' A review of available records indicates that no known archaeological sites are recorded within the
project site or adjacent areas and no archeology survey is recommended.
r 2.5.3 Rare/Threatened/Endangered Species and Critical Habitats
A review of the North Carolina Natural Heritage Program (NCNHP) database was conducted to
determine the presence of any rare, threatened, or endangered (RTE) species or critical habitats
on or near the site. Additionally, existing site conditions were evaluated in order to determine if
suitable habitat exists on the site for supporting listed species occurring within the county. No

Lick Creek Stream Restoration Plan Lee County, North Carolina I
listed occurrences of RTE species/critical habitats or existing suitable habitat for supporting such '
occurrences were identified on or near the site (NCNHP 2004).
Although no protected species were identified within the project area, the proposed project has the '
potential to restore habitat suitable for supporting a listed species. Historic and current
occurrences of harperella (Ptilimnium nodosum) were indicated on islands in the Deep River
approximately seven miles north of the project stream (NCNHP 2004). Harperella is federally and
state listed as endangered. Harperella is an annual herbaceous plant with a slender, smooth stem
and hollow, quill-like leaves. Its flowers are small, white, and arranged in umbels similar in '
appearance to Queen Anne's lace (Daucus carota). Harperella grows in thin streamside soils
between cobble and in rock crevices. Populations of the species are dependant on seasonal
fluctuations of water levels. Sustained periods of higher winter and spring water levels provide '
protection from cold and ice, and removal of competing species. Lower summer flows expose
seedbed and rooting strata (NCDENR 2001a). It is anticipated that the restored stream conditions
will eliminate excessive silty, fine-grained sediment and produce the seasonal flood regime suitable
for this species to thrive. '

I Lick Creek Stream Restoration Plan
Lee County, North Carolina
3.0 PROJECT SITE EXISTING CONDITIONS SURVEY
3.1 GENERAL SITE DESCRIPTION
' The project site is located in a rural area outside the City of Sanford.. The majority of the project
site is currently used for pasture and dominated by open fields of grasses with woody vegetation
confined to areas adjacent to the existing stream reaches and along a section of Lick Creek that is
partially forested (Figure 5: Project Site Aerial). The project reach crosses one roadway, Lower
Moncure Road (SR 1002). The site consists of approximately 51 acres of floodplain, 5,371 linear
feet of stream designated as Lick Creek and 3,512 linear feet of stream designated as Wallace
' Branch. These reaches consist of perennial, second, and third order streams that have historically
been impacted by riparian and bank vegetation removal, agricultural ditch inputs, channel
straightening, unrestricted livestock access, and increasing development of the contributing
drainage area. Photographs of representative site conditions are provided in Appendix A (Project
Site Existing Conditions Photographs).
3.2 GEOLOGY AND SOILS
¦ The project site is located in the southeastern portion of the Piedmont Physiographic Province,
specifically within the Chatham Group, Sanford-Durham sub-basin of the Triassic Basin ecoregion.
' The Triassic Basin consists of dissected irregular plains with. some low rounded hills and ridges.
This ecoregion has low to moderate gradient streams with relatively wider floodplains than other
Piedmont ecoregions (Griffith et al 2002).
According to the Soil Survey of Lee County (Stimpson, 1989), predominant soil groups found within
the contributing watershed include Mayodan-Pinkston, Creedmoor-White Store, and Chewacla-
Wehadkee-Congaree (Figure 6: Soils Map).
' Soils within the project site are predominately mapped as Congaree silt loam (Cp). The site also
includes minor areas of Chewacla silt loam (Ch), present at the upstream end of the floodplain of
Lick Creek, and Mayodan fine sandy loam (MfE), found on the small upland inclusion south of
Wallace Branch near Lower Moncure Road (Stimpson 1989).
Congaree silt loam, a thermic Typic Udifluvent, is a well-drained soil that generally occurs in narrow
bands on nearly level slopes (zero to two percent) parallel to streams where channels are deep
enough to provide good drainage. They were formed in Tine loamy material washed from soils on
uplands. Congaree soils typically contain inclusions of Chewacla soils, which have hydric
inclusions, and Wehadkee soils, which are hydric soils. Congaree °soils are frequently flooded for
very brief periods, have moderate permeability, and low shrink-swell potential. The seasonal high
' water table can be as shallow as two and a half feet. In a typical profile, the surface layer is silt
loam approximately nine inches thick with underlying material to a depth of 52 inches that is friable
silt loam stratified with thin lenses of fine sandy loam. Below this, to a depth of about 65 inches is
silty clay loam. Congaree soils are classified in the B hydrologic soil group (Stimpson 1989).
If destabilized, the low cohesive strength of these soils makes them highly vulnerable to active
erosional processes such as slab and rotational failure due to basal cleanout, especially in the
' absence of adequate streambank vegetation.
Chewacla loam, a thermic Fluvaquentic Dystrochrept, is described as a nearly level and somewhat
poorly drained soil found within long, narrow floodplains along major streams. The soil is

Lick Creek Stream Restoration Plan Lee County, North Carolina
moderately permeable, and available water capacity is high. The seasonal high water table is a
half foot to one and a half feet below the surface, which allows frequent flooding for brief periods.
Chewacla soils typically contain small inclusions of Congaree soils, which have hydric inclusions,
and Wehadkee soils, which are hydric soils located in depressions. Chewacla soils are mostly used
as woodland with small areas used as cropland or pasture (Stimpson 1989).
3.3 EXISTING RIPARIAN BUFFER AND NATURAL COMMUNITIES
The project site is in a rural setting with agricultural activities occurring in close proximity. Such
activities include pasturing of cattle and a fowl production facility. Two vegetative communities
were identified on site, Agricultural Grass and Piedmont/Mountain Bottomland Forest.
The existing stream buffer in the farming area is not regarded as a naturally occurring system. The
system is a result of human induced disturbance. The pastured areas bordering the project
channels are primarily vegetated with typical field grasses such as fescue (Festuca sp.) and other
herbs and shrubs. Other herbaceous species include chickweed (Stellaria media), curly dock
(Rumex crispus), white clover (Trifolium repens), and dog fennel (Eupatorium capillifolium).
Scattered individuals or small clumps of shrubs and trees were also noted in these areas,
predominantly sweetgum (Liquidambar styraciflua), red maple (Acer rubrum), eastern redcedar
(Juniperus virginiana), blackberry (Rubus sp.) and Chinese privet (Ligustrum sinense).
The canopy above the Lick Creek reach contains species indicative of a Piedmont/Mountain
Bottomland Forest (Schafale and Weakley 1990). The dominant canopy species in this area were
American sycamore (Platanus occidentalis), sweetgum, river birch (Betula nigra), green ash
(Fraxinus pennsylvanica), and box-elder (Acer negundo). Ironwood (Carpinus caroliniana) and
American elm (Ulmus americana) were also present. The shrub level was fairly dense throughout
these areas and was dominated by Chinese privet, giant cane (Arundinaria gigantea), and saplings
of the canopy tree species. Grape (Vitis spp.), greenbrier (Smilax rotundifolia), poison ivy
(Toxicodendron radicans), and Japanese honeysuckle (Lonicera japonica) were present
throughout. The most common species rooted in the streambanks was Chinese privet.
The canopy of the forested areas beyond the levee on the adjoining property to the south and east
of the stream has been altered by forestry operations. Where this logging activity was conducted,
the canopy was approximately ten feet high and the dominant species were sweetgum, box-elder,
red maple, and American hazel (Corylus americana). Chinese privet, grape, greenbrier, poison ivy,
and Japanese honeysuckle were -observed throughout.
An area to the northwest of the confluence of Lick Creek and Wallace Branch was also identified
as a Piedmont/Mountain Bottomland Forest community. The species composition was similar to
the other bottomland forest areas identified; however, this area has a higher abundance of
sweetgum and river birch. Hydrologic conditions observed in the field indicated frequently
saturated conditions and this area may be considered a jurisdictional wetland. This area totals
approximately three and a half acres, but was not subject to a jurisdictional determination. Of this
acreage, one-half to one acre are included in the planned restored stream/riparian corridor
easement. The area will not be impacted by the stream design or construction.
7
I Lick Creek Stream Restoration Plan Lee County, North Carolina
1 3.4 EXISTING STREAM CHARACTERISTICS
3.4.1 Morphological Description
A Rosgen Level II Assessment was conducted in March 2004 to determine restoration potential of
the site and Rosgen Level III Assessment in January 2005 to gather existing stream dimension,
pattern, and profile data (i.e., width, depth, cross-sectional area, slope, radius of curvature, belt
width, meander length), develop morphological parameters (i.e., W/D ratio, entrenchment ratio,
radius of curvature to bankfull width ratio, sinuosity). The project reach is subdivided into five
sections due to the road crossing, confluence of Wallace Branch and Lick Creek, and the change
in drainage areas. Data developed from this assessment are summarized below and detailed data
records are presented in Appendix B (Project Site Existing Conditions Data).
Table 1. Existing Channel Morph olb Sub-Reach

Parameter Wallace
Branch
Reach A Wallace
Branch
Reach B Lick Creek
Reach C Lick Creek
Reach D Lick Creek
Reach E . Lick Creek
Reach F
Draina a Area mi -4.89 4.94 8.86 13.89 14.01 0.25
Bankfull Width ft 25.4 16.0 29.9 32.6 26.1 8.5
Mean Bankfull Depth ft 2.4 3.1 2.9 4.0 4.8 0.9
Max Bankfull Depth ft 4.3 4.3 5.1 5.9 6.1 N/A
Width-to-Depth Ratio 10.5 5.2 10.3 8.1 5.4 9.0
Width Flood prone Area ft 110 100 120 100 120 43
Bankfull Area f 61.5 65.0 87.0 132.1 126.7 8.4
Entrenchment Ratio 4.3 6.3 4.0 3.1 4.6 5.0
Bank Height Ratio 1.3 1.2 1.0 1.1 1.2 N/A
Average Slope ft/ft 0.0028 0.0017 0.0027 0.0008 0.0003 0-000
Sinuo8it K 1.39 1.15 1.08 1.14 1.71 1.63
Rosgen Stream Type Degraded
E4 Degraded
E4 Degraded
E4 Degraded
E4 Degraded
E4 Degraded
E4
3.4.2 Channel Evolution Stage
Historically, on site reaches may have been characterized as E4 streams. E-type streams are
characterized as slightly entrenched with high sinuosity riffle-pool channels (stream length/valley
length) and greater than a 1.5 ratio. E-type channels are typically considered a stable stream form.
However, these streams are sensitive to disturbance, especially in soils with low cohesion, and
may rapidly degrade to unstable G and F-type channels.
To better understand the existing condition of the project reach, qualitative stability assessments of
distinct stream sections were developed based upon measured stream dimensional characteristics
(i.e., entrenchment ratio, bank height ratio) and visual observations utilizing the Pfankuch Channel
Stability and Rosgen Bank Erosion Hazard Index (BEHI) methodologies. These evaluations
confirm that both streams are in a poor state of stability and exhibit high potential for continued
bank erosion (See Appendix B).
The impacts associated with unrestricted cattle access to the stream and the absence of riparian
and bank vegetation are the most significant factors contributing to stream degradation on site.
Grazing of livestock near stable streams generally leads to channel adjustments including
increases in bank erosion, sediment supply, and width-to-depth ratio. On site, hoof shear and a
lack of sufficient stabilizing vegetation have resulted in a high rate of bank erosion and collapse.
8
Lick Creek Stream Restoration Plan Lee County, North Carolina
This bank instability has begun the process of incision, over-widening, and straightening to varying
degrees. The large amount of fine-grained particles contributed by the eroding banks is causing
excessive sediment accumulation and channel aggradation that only exacerbates the tendency for
the hydraulically inefficient channels to over-widen. This silt and sediment buildup appears to be
the main aquatic habitat limiting factor as it clogs the substrate and creates conditions unsuitable to
support diverse bivalve, benthic macroinvertebrate, and fish habitat.
It is important to consider this process of channel evolution where incision, widening, and
aggrading is occurring when evaluating the potential of the existing degraded channel to naturally
stabilize over time. Without intervention, it is expected that bank materials will continue to erode at
an accelerated rate - a process that is likely to be exacerbated by flow regime alterations that will
occur in response to pending watershed development. The channels are expected to continue
degrading, causing the stream to migrate from a degraded E-type to an incised G-type or a further
overwidened F-type stream.
3.4.3 Stability Assessment
The current "stream state or condition" (Rosgen 1996) was further analyzed using Rosgen Level III
methodologies to assess stability through an examination of parameters such as channel
dimension (W/Dsite compared with W/Drefe?ence), vertical stability (Bank Height Ratio), lateral stability
(BEHI), and sediment supply/transport.
In the project reach, comparisons of the existing width-to-depth ratio values to the reference reach
width-to-depth ratio values vary slightly and bank height ratios in this section ranged from 1.0 to
1.3. However, Bank Erosion Hazard Index (BEHI) scores ranged from 39.2 to 39.8, indicating a
high potential for continued bank erosion and channel widening in the upper project reach.
Additionally, sediment supply is high from severely eroding banks. The existing channel is slightly
entrenched and exhibits long straightened reaches, lack of appropriate riffle-pool sequencing, and
insufficient pool depth. Collectively, these factors indicate both vertical and lateral instability
through channel incision and widening, respectively, in this portion of the project reach.
3.4.4 Bankfull Verification
The accepted methodology for natural channel design is based on the ability to select the
appropriate bankfull discharge and generate the corresponding bankfull hydraulic geometry from a
stable reference reach. Thus, the determination of bankfull stage is the most critical component of
the natural channel design process.
Observable bankfull stage indicators in North Carolina include the incipient point of flooding (top of
bank), upper breaks in bank slope, the back of the highest depositional feature (i.e. point bars and
benches), and the highest scour line. At the project reach, the most consistent field indicator of
bankfull stage proved to be a discernable change in bank slope aspect. Photographs of typical
bankfull indicators and related morphological features at the project site are provided in Figure 7
(Bankfull Indicators).
The identification of bankfull stage can be problematic, especially in a degraded system.
Therefore, verification measures must be taken to ensure the accurate identification of the bankfull
stage. The field indicated bankfull stage was verified using a combination of tools and data,
including regional hydraulic geometry relationships (regional curves) (Harmon et al 1999).
9
Lick Creek Stream Restoration Plan Lee County, North Carolina
The bankfull cross-sectional areas for the project reach were consistent with the cross-sectional
area regressed power function lines from the regional curve, plotting within the 95 percent
confidence limits (Figure 8: NC Rural Piedmont Regional Curve).
3.5 CONSTRAINTS
The presence of any constraints that have the potential to hinder restoration activities at the project
site were evaluated. This evaluation focused primarily on the presence of hazardous materials,
' utilities, restrictive easements, RTE species or critical habitats, cultural resources, and the potential
for hydrologic trespass as well as any site conditions that have the potential to restrict the
restoration design and implementation.
' The restoration design was required to incorporate the presence of structural requirements
associated with the Lower Moncure Road Bridge over Wallace Branch. The 50-foot right-of-way,
which contains a subsurface water line, dictated limitations in stream planform adjustment and
' riparian revegetation parameters.
No other conditions, natural or man-made, were identified as having the potential to impede the
' proposed restoration activities.
10
Lick Creek Stream Restoration Plan
4.0 METHODOLOGY
Lee County, North Carolina
Information and techniques on stream classification and morphology from Applied River
Morphology by Rosgen (1996) was used for classifying the stream and reference reaches.
For this restoration plan, the existing conditions of the stream and surrounding area were first
observed and recorded in order to understand what was occurring within the system. This
enabled the development of a plan that focuses on the restoration of the entire system.
Information was collected on existing conditions, reference conditions, and proposed conditions for
the stream and buffer restoration areas.
4.1 STREAM CLASSIFICATION
Information on stream morphology and classification from Applied River Morphology (Rosgen
1996) was used to evaluate and classify the stream. Several data are needed in order to classify a
stream, including width-to-depth ratio, entrenchment ratio, slope, sinuosity, and dominant type of
channel material. All five of the criteria are interrelated and used to determine the current condition
of the channel, classify the stream, and aid in the design process.
Width-to-depth ratio is the ratio of the bankfull width to the mean depth of the bankfull channel.
The width-to-depth ratio indicates the channel's ability to dissipate energy and transport sediment.
The entrenchment ratio is the vertical containment of the stream and the degree to which the
channel is incised in the valley floor. The entrenchment ratio is an expression of the stream's
ability to access its floodplain. The flood-prone width divided by the bankfull width yields the
entrenchment ratio. The slope is the change in water surface elevation per unit of stream length.
The slope can be analyzed over the entire reach, to determine if the slope is stable within the
existing channel material, or over sections, to determine the condition of pools and riffles.
Sinuosity is the ratio of stream length to valley length. Extremely low sinuosity channels in the
Piedmont of North Carolina typically indicate a straightened channel. Channel bed and bank
materials indicate the channel's resistance to hydraulic stress and ability to transport sediment
(Rosgen 1996).
Elevation measurements for the longitudinal profile survey as well as pool and riffle cross-sections
included, but were not limited to:
¦ thalweg ¦ top of low bank
¦ edge of water ¦ terrace
¦ water surface ¦ width (bankfull, top of channel, flow)
¦ bankfull ¦ depth (mean, bankfull, max).
Measurements were also taken for the following:
¦ bank slope ¦ straight length
¦ width of flood prone area ¦ pool-to-pool spacing
¦ belt width ¦ bankfull area
¦ valley length ¦ composition of channel materials.
These measurements were used to classify the stream and are used in the design process. Once
these parameters were known, a design was proposed based on the geomorphic processes
occurring with the channel. The survey also identified design constraints of the site (e.g.,
roadways, culverts, and bridges).
11
Lick Creek Stream Restoration Plan" Lee County, Carolina
4.2 SEDIMENT TRANSPORT ANALYSIS
The stream's ability to transport the sediment load without aggrading or degrading is the threshold
of the stream's stability. This stability is evaluated through an evaluation of channel competency.
Competency is the channel's ability to move particles of a certain size, expressed as units of
pounds per square foot.
Shear stress is the force required to initiate the general movement of particles in a streambed.
This entrainment of particles must be of sufficient force to move the largest particle from the bar
sample (Di) to prevent aggradation of particles. In order to move the D, particle, the stream design
' must meet a critical depth and slope. The shear stress analysis indicates whether a stream has
the ability to move its bedload.
To validate this theory-based explanation, shear stress was calculated for the design rife cross-
sections in both the upper and lower project reaches using the equation:
i = yRs
Where:ti = shear stress (Ibs/ft2)
y = specific gravity of water (62.4 Ibs/ft)
R = hydraulic radius (ft)
f s = average water slope (ft/ft)
¦ 4.3 DISCHARGE ANALYSIS
The methodology used to evaluate the hydrologic analysis required the evaluation of the existing
stream's bankfull discharge. The bankfull discharge was determined by evaluating the North
Carolina Rural Piedmont Discharge Curve (Harmon et al 1999).
r 4.4 BIOTIC SURVEY
A survey of the biotic community was conducted prior to restoration. The survey of the existing
reach included observation of aquatic species, terrestrial wildlife, and plant communities. The
post-construction stream survey will also include those items. This information assists with
development of the restoration plan and will provide evidence for measuring the successfulness of
the Restoration Project.
12
Lick Creek Stream Restoration Plan
5.0
REFERENCE REACH ANALYSIS
Lee County, North Carolina
A reference reach is a channel with a stable dimension, pattern, and profile within a 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 reference reach search encompassed the entire Triassic Basin within North Carolina. Of the
candidate streams examined, only two streams located in Anson County, North Carolina, had
stable banks, the correct substrate, valley type, and slope to be considered appropriate reference
reach streams for this project. The streams are referred to as unnamed tributary (UT) to Reedy
Creek Mainstem and UT to Reedy Creek Tributary.
5.1 UT TO REEDY CREEK MAINSTEM REFERENCE REACH
A stable section of a UT to Reedy Creek Mainstem, a second order stream that flows south into
Reedy Creek, was selected as a reference reach for the project (Figure 9: Reference Reach
Location Map). Approximately 232 linear feet (15 bankfull widths) of the UT to Reedy Creek were
surveyed in February 2005. The selection of this reach was based on its location in the same
hydrophysiographic province, similar watershed position and land use, and similar sediment
regime as the project site. Likewise, the valley slope (0.6 percent compared to 0.8 percent) and
sediment distribution (D50 of five mm compared to four mm) of the reference site were very similar
to that of the project site.
The UT to Reedy Creek reference reach was classified as a E4 stream type. Collected
morphological data as well as representative photographs of the reference site are provided in
Appendix C and Appendix D. The measured morphological variables and dimensionless hydraulic
geometry relationships developed to facilitate the restoration design are provided in Section 6.
5.2 UT TO REEDY CREEK TRIBUTARY REFERENCE REACH
In addition to the aforementioned reference reach, a tributary to the mainstem UT was also
surveyed and evaluated as supporting data for the stream design in February 2005.
Approximately 109 linear feet (16 bankfull widths) of the tributary was surveyed. The selection of
this reach was based on its location as a contributing tributary with similar watershed position, land
use, similar sediment regime, valley slope (0.6 percent compared to 0.9 percent) and sediment
distribution (D50 of 1.1 mm compared to four mm) to that of the project site.
The tributary reference reach was classified as an E5 stream type. Collected morphological data
as well as representative photographs of the reference site are provided in Appendix C and
Appendix D. The measured morphological variables and dimensionless hydraulic geometry
relationships developed to facilitate the restoration design are provided in Section 6.
13
Lick Creek Stream Restoration Plan
6.0
STREAM RESTORATION DESIGN
1 6.1 PROPOSED CONDITIONS FOR NATURAL CHANNEL DESIGN
Lee Countv. North Carolina
The restoration design of Wallace Branch and Lick Creek is based on a Priority Level 1 approach,
as described in "A Geomorphological Approach to Restoration of Incised Rivers", (Rosgen 1997).
For clarity and convenience, the definition of Priority 1 Restoration is provided in Table 2.
Table 2. Priori 1 Level Restoration

1

"Adapted from Rosgen (1997), "A Geomorphological Approach to Restoration of Incised Rivers".
Description Methods Advantages
Convert G, F and ¦ Reestablish channel on previous floodplain Reestablishment of floodplain and
degraded E/C using relic channel or construction of new stable channel:
stream types to C bankfull discharge channel. ¦ reduces bank height and
or E stream types ¦ streambank erosion
at previous ¦ Design of stable dimension, pattern, and ¦ reduces land loss
elevation with profile based upon morphological criteria ¦ raises water table
floodplain. developed from reference reach with similar ¦ reconnects stream to floodplain
watershed, valley, land use, and sediment providing flood attenuation
supply. ¦ decreases sediment
¦ ¦ improves aquatic and terrestrial
¦ Fill in existing incised channel or create habitats
discontinuous oxbow lakes level with new ¦ improves land productivity
flood lain elevation. ¦ improves aesthetics
The design proposes constructing 9,500 linear feet of meandering channel. Based upon existing
stream and valley characteristics, a Priority Level 1 restoration approach, as generally defined in
Table 2, will be used to restore stable E4 stream channels. The restoration will establish a bankfull
channel with a native floodplain at bankfull elevation and the dimension necessary to provide
stable flow maintenance and sediment transport. The design bankfull stage will approximately
equal the floodplain elevation in the new channel (bank height ratio = 1.0). The proposed stream
dimension, pattern, and profile will be based on the detailed morphological criteria and hydraulic
geometry relationships developed from the reference reach stream (Table 3). The establishment
of a stable bedform (i.e., riffle-pool sequence, pool spacing) will be addressed in the profiling of the
design channel. Refer to Figures 10 and 11A-F (Typical Cross-Sections and Restoration Plan and
Profile Sheet) for the proposed channel dimension, pattern and profile.
Various in-stream structures will be incorporated in the stream design to reduce the burden of
energy dissipation on the channel geometry (Figure 12: Details: Typical In-stream Structures).
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 or enhance in-stream habitat. Cross-vanes will serve as grade control in the restored
channel. Biodegradable coir fiber matting will be used to provide temporary stabilization on the
newly graded streambanks as well as planting of temporary seed mixtures. The confluence of
tributaries with the restored stream will be stabilized with grade control structures and step
sequences, where necessary, to match the proposed grade of the restored main channel.
Excavated materials from the design channel will be used to backfill the abandoned channel
sections. However, shallow linear depressions (oxbows) within the existing channel belt width may
be incorporated to provide additional flood storage and valuable aquatic habitat in the floodplain.
14
Lick Creek Stream Restoration Plan Lee County, North Carolina
Cattle exclusion fencing will be installed along the outer boundary of the restored riparian
buffer/permanent conservation easement area. This will prevent continued bank erosion and
collapses caused by hoof shear, as well as eliminate cattle excrement and resulting fecal coliform
loading. A limited number of stabilized, rock ford stream crossings will be installed to provide cattle
access to isolated pasture areas. These crossing points will be fenced on both sides utilizing
standard Natural Resources Conservation Service (NRCS) water gate designs to prevent cattle
from further accessing the stream and riparian buffers.
6.1.1 Proposed Channel Description and Stream Classification
The proposed channel is a stable E4 channel. As previously discussed, the existing channel
contains minimal pattern, profile, or dimension variation. The proposed stream pattern utilizes
existing meanders where feasible and enhances sinuosity in segments that have been
straightened. The proposed pattern will be further enhanced by a more effective profile form.
Riffles, runs, pools, and glides will oscillate with the meanders providing energy dissipation.
Furthermore, the dimension will alter from a typical riffle through the run into the pool cross-section
and again from the pool through the glide into the riffle cross-section. The channel will access the
floodplain more efficiently in the proposed design to reduce stress on the streambanks. E4
channels with appropriate dimension, pattern, and profile form as well as the ability to access the
floodplain are efficient and stable channels.
6.1.2 Sediment Transport
A stream's ability to transport its sediment load without aggrading or degrading is a primary
indicator of the stream's stability. Therefore, an analysis of shear stress has been conducted to
assess the proposed design's stability. The D50 for the existing stream is four millimeters, thus the
allowable shear stress is in the 0.04 - 0.07 lbs/ft2 range. Each reach of the proposed design falls
within this range. Reach A will require several grade control structures (four drops at a half foot
each) to decrease the riffle slopes to achieve suitable shear stress.
6.1.3 Structures Used for Natural Channel Design
A number of different structures and methods will be used to control grade and stabilize the
channel. These structures and methods may include, but are not limited to rock cross-vanes, rock
vanes, log vanes, j-hook vanes, root wads, floodplain interceptors, matting, and planting' materials.
These structures provide grade control and bank stabilization such that the proper dimension,
pattern, and profile are maintd'hed while providing various habitats for aquatic organisms. The
structures provide a substrate for benthic macroinvertebrates to feed on, hide under, and attach.
They also provide shelter and create eddies for fish to rest and feed near. The majority of the
materials for the structures will come from off site. Diagrams of these structures are located in
Figure 12 (Details: Typical Structures).
Rock cross-vanes, rock vanes, log vanes, and j-hook vanes will be utilized to direct the flow away
from the bank and toward the center of the channel. Rootwads will be used for bank stabilization
and to introduce woody material into the channel. Without this introduction it would be many years
before the planted saplings would be able to provide the stream with this habitat feature.
Rock Cross-Vanes - Rock cross-vanes direct the flow away from the streambanks into the middle
of the channel. The structure creates a scour pool below, while maintaining the grade for the
upstream reach. These structures will also provide a stable drop in the stream profile. Boulders
15

I

1

I

Lick Creek Stream Restoration Plan Lee Countv. North Carolina
are used to build these structures and filter fabric and smaller rock will be used to further
strengthen it by solidifying gaps between the boulders.
Rock or Log Vanes - Vane structures direct the flow away from the streambank and into the
center of the channel. The vane structure creates a scour pool immediately downstream which
provides a habitat feature. Rock vane structures will be built with boulders and will be used on the
outside of meander bends. Log structures may be utilized with approval from the engineer and will
be used on the outside of meander bends in similar fashion to the rock vane structures.
J-Hook Vanes - J-Hook vanes are built with boulders and placed in the stream to direct flow away
from the streambanks. The structure has the appearance of a "J" since it consists of one rock vane
with boulders placed in the center of the channel curving back around to form a hook. In addition
to the vanes scour pool, the openings between the extra boulders create a variety of flow patterns.
Fish often hold in the calm water behind the boulders to catch food flowing flow patterns around
the bounders.
Rootwads - Rootwads will be utilized for streambank protection, habitat for fish, habitat for
terrestrial insects, cover, and introduction of woody material into the stream. Rootwads act as a
deflection device to the stream's flow. The roots buffer the streambank and aid in deflecting the
stream's erosive forces away from the streambank.
Floodplain Interceptor - Floodplain interceptors will provide water on the floodplain with a
stabilized access point to flow back into the channel. The floodplain interceptors shall be placed in
low swale type areas on the floodplain where floodwater is expected to re-enter the stream
channel.
Matting and Planting - Matting, live staking, and vegetation planting will be utilized to stabilize the
project. Matting will provide immediate protection to the streambanks while the plantings develop a
root mass and aid in protecting against shear stress. Vegetation transplanting may be used. The
plantings will develop into mature trees that will be capable of providing the stream with shade and
wildlife habitat. The streambed and point bars of the stream channel will not be matted or planted.
The detailed planting plan is discussed in Section 7.2.
16
m
W co
? y
o m
o_
y
O o
O• 7
v ?
CD
n
(C
r -
CD
<D
0
ZL
a
1 Lick Creek Stream Restoration Plan
Lee County, North Carolina
7.0 RIPARIAN BUFFER RESTORATION DESIGN
' Reestablishing a riparian buffer greater than 50 feet in width composed of native woody and
herbaceous species is to critical to the success of a stream restoration design. This is a multi-step
process involving site preparation (including eradicating exotic species), acquisition and installation
' of appropriate plant species, and post-project monitoring. Effective riparian buffers provide
perennial root systems for soil stabilization and long-term nutrient storage for pollutant control.
7.1 ERADICATION OF EXOTIC SPECIES
Prior to the revegetation phase of the project, non-native floral species must be removed. Exotic
species currently identified within the project area include Chinese privet and Japanese
honeysuckle. Invasive species eradication and management will begin during the site preparation
stage and continue through the five-year monitoring period at a minimum. Management
' procedures described below are based upon recommendations taken from the Southeast Exotic
Pest Plant Council Invasive Plant Manual (SE-EPPC 2003).
Personnel applying herbicide will be licensed to do so, as required by the North Carolina Pesticide
Board. All work will comply with the North Carolina Pesticide Law of 1971 and applicable federal
laws (G.S. 143-434, Article 52). Environmental conditions including weather, wind, temperature,
and period of the growing season will be evaluated prior to initiation of management efforts. The
' sequence of removal procedures will be coordinated with planned seeding and planting tasks such
that treatment methods do not affect planted species.
' The first step of the invasive species removal process will consist of an application of Rodeo® or
equal herbicide (glyphosate - aquatic label) designated as suitable for extermination of trees and
shrubs in riparian and wetland areas. Ideally, application will occur late in the growing season, but
' prior to dormancy. Ambient air temperature at the time of application will be above 40°F. The
herbicide will be applied at the recommended rate in accordance with label instructions. This
application will be completed a minimum of two weeks prior to planting activities. The herbicide will
' be applied on all identified invasive plants using appropriate application methods to prevent drift
into adjacent areas.
Two weeks after spraying, all woody vegetation will be removed by cutting stems and stumps to a
' maximum height of two inches above ground. A 25 percent glyphosate herbicide solution
approved for aquatic applications shall be immediately applied to completely cover the cut surface
of each individual stem or stump. After an additional two week period, woody remnants will be
removed, separated from the soil, and disposed of properly (i.e. burning).
The site shall be observed throughout the monitoring period to evaluate invasive management
effectiveness. If required, additional control steps may be implemented.

' 18
Lick Creek Stream Restoration Plan Lee County, North Carolina
7.2 PLANTING PLAN
Native woody and herbaceous species will be used to establish a minimum 50-foot wide riparian
buffer on both sides of the restored reach. In some areas the buffer will extend beyond 50 feet as
the riparian buffer plantings will encompass the entire conservation easement. The stream design
will take into account the necessary 50 foot buffer and top of bank will be no closer than 50 feet
from the edge of the easement. The buffer area adjacent to the stream reach has been divided
into four zones as follows:
¦ Streamside
¦ Lower Floodplain
¦ Upland Slope
¦ Pocket Wetlands
Species selected for planting will be dependent upon availability of local seedling sources, but may
consist of those listed below. Advance notification/coordination with local nurseries (one year) will
facilitate availability of various non-commercial elements.
The proposed plantings will cover the constructed streambanks, floodplain, and constructed
wetland areas (Tables 4, 5, 6, and 7). Throughout the majority of the site, the target natural
community will be a Piedmont/Mountain Bottomland Forest. Where the project area encompasses
portions of upland slopes adjacent to the floodplain areas, limited to a minor area on the southern
bank of Wallace Creek upstream of the Lower Moncure Road crossing, the target community will
be a Mixed Mesic Hardwood Forest.
In some areas, remnants of the target natural communities currently exist with mature individuals of
the desired species. As much as possible in these areas, the zone of construction activity will be
limited to lessen damage to individual stems. Maintaining existing trees in place with intact root
masses will contribute to post-construction slope soil and streambank retention. Areas with
existing tree canopy will receive primarily herbaceous and shrub plantings.
Where opportunities exist to transplant existing trees for revegetation, those individuals will be
moved to new positions along the constructed stream section. Individuals considered candidates
for transplanting should not be larger than 1.5 inches in diameter at breast height (dbh).
Bare-root seedlings for each planting zone (Tables 4, 5, 6, and 7) will be planted at random
intervals within the specified areas at a density of 436 stems per acre (based on an average ten-
foot by ten-foot spacing) to achieve a mature survivability of 320 trees per acre within the riparian
buffer (NCDENR, 2001 b). To provide structural diversity, native shrubs will also be incorporated in
the buffers at a density of 681 stems per acre. Shrubs will typically be installed in small groupings
of two to three individuals, with overall placement of both the individual stems and the groupings to
be randomized in order to develop a more naturalized appearance in the buffer zones.
On the restored streambanks (Table 4), live stakes and/or bare root seedlings will be used in
conjunction with the native herbaceous seed mix to provide natural stabilization. Live stakes or
seedlings will be placed on the outside of meander bends at a density of two to four stakes per
square yard and in random fashion to give a natural appearance. Woody vegetation planting will
be conducted during dormancy. Plant placement will be further defined during the design process.
Herbaceous vegetation seeded within the buffer shall consist of a mixture of three native species
that the contractor will select from the Table provided for that planting zone. In addition, rye grain
19
Lick Creek Stream Restoration Plan
Lee County, North Carolina
(Secale cereale) or pearl millet (Pennisetum glaucum) will be used for temporary stabilization,
depending upon the construction season and schedule. The following planting zones and species
have been identified for the project:
Table 4. Streamside Zone Planting List
Trees (Live Stakes) Trees (Bare-Root) Herbs/Seed Mixture

Black willow Salix ni ra
Black willow Salix ni ra Swamp sunflower (Helianthus
an ustifolius
Elderberry (Sambucus
canadensis
Elderberry Sambucus canadensis
Tearthumb Pol onum sa ittatum
Silky dogwood (Corns
amomum
Silk dogwood Cornus amomum Bushy beard grass (Andropogon
lomeratus

Silk willow Salix sericea
Silk willow Salix sericea Deertongue (Panicum
clandestimum
Switch grass Panicum vir atum
Virginia wild a E/ymus vir inicus
Eastern gama grass (Tripsacum
dactyloides
Table 5. Floodnlain Zone Plantina List
Trees (Live Stakes) Trees (Bare-Root) Herbs/Seed Mixture
American sycamore (Platanus Buttonbush (Cephalanthus Swamp sunflower (Helianthus
occidentalis occidentalis an ustifolius
American elm (Ulmus American beautyberry (Callicarpa
americana americana Tearthumb Polk onum sa ittatum
Green ash (Fraxinus Bushy beard grass (Andropogon
enns Ivanica Waxm le M rica cerifera lomeratus
American hazelnut (Corylus Deertongue (Panicum
River birch Betula ni ra americana clandestimum
Willow oak Quercus hellos Paw-paw Asimina triloba Switch grass Panicum vir atum
Water oak Quercus ni ra Virginia wild a E/ mus vir inicus
Tulip; poplar (Liriodendron Eastern gama grass (Tripsacum
tuli ifera dac loides
Swamp Chestnut oak
Quercus michauxii
Persimmon (Diospyros
vir iniana
20
Lick Creek Stream Restoration Plan Lee County, Carolina 1
Table 6. Upland Slone Zone Planting List
Trees (Live Stakes) Trees (Bare-Root) Herbs/Seed Mixture
American elm (Ulmus
americans
Redbud Cercis canadensis Big blue stem (Andropogon
erardfi
Northern red oak (Quercus
rubra
Flowering dogwood Cornus florida
Indian grass Sor hastrum nutans
White oak Quercus albs Hazel-nut Co lus americans Switch grass Panicum vir atum
Persimmon (Diospyros
vir iniana
Paw-paw Asimina triloba Eastern gama grass (Tripsacum
dac loides
Black um N ssa s Ivatica
Honey locust (Gleditsia
tricanthos
Table 7. Pocket Wetlands Zone Plantina List
Trees (Live Stakes) Trees (Bare-Root) Herbs/Seed Mixture

N/A
Wax myrtle M rka cerifera Swamp sunflower (Helianthus
an ustffolius
American beautyberry (Ca/licarpa
americans
Tearthumb Po/ onum sa ittatum
Buttonbush (Cephalanthus
occidentalis Bushy beard grass (Andropogon
lomeratus
Deertongue (Panicum
clandestimum
Switch rass Panicum vir atum
Vir inia wild a E/ mus vir inicus
Eastern gama grass (Tripsacum
dacf loides)
21
Lick Creek Stream Restoration Plan
8.0 WETLAND CREATION
8.1 POCKET WETLAND
Lee Countv. North Carolina
Pocket wetlands will be created by excavating shallow pools in the floodplain and by using the
existing agricultural ditches and areas of the relic channel after the new channel is constructed.
Benefits of pocket wetlands include providing added water quality benefits by treating some of the
stormwater runoff from the agricultural fields, floodwater retention, and providing more diversity of
habitat for insects, amphibians, and birds along the project reach. The wetland areas will be
planted with species listed in Table 7. Herbaceous vegetation seeded in these areas will be a
mixture of three native species that the contractor will select from Table 7. In addition, rye grain or
pearl millet will be used for temporary stabilization, if needed.
' 7
22
Lick Creek Stream Restoration Plan Lee County, North Carolina
9.0 MONITORING AND EVALUATION
Monitoring protocol will follow that outlined within the EEP Site Specific Mitigation Plan and
detailed in the U.S. Army Corps of Engineers (USACE) Stream Mitigation Guidelines for Monitoring
Level I. 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 monitoring will include
measurements of stream dimension/profile/pattern/bed materials, photo documentation, vegetation
survivability sampling, and stream bankfull return interval.
9.1 DURATION
Monitoring shall be conducted annually for a minimum of five years or until success criteria are
met, as required in the guidelines and called for in the contract agreements. The first scheduled
monitoring event will be conducted at the end of the first full growing season following project
construction and planting.
9.2 REPORTING
A monitoring report will be prepared after all monitoring tasks for each annual 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.
Each annual monitoring report will be submitted by December 31 of the year during which the
monitoring event was conducted.
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 (Harrelson et al 1994) and the
methodologies utilized in the Rosgen stream assessment and classification system (Rosgen 1994,
1996), data collected will consist of detailed dimension and pattern measurements, a longitudinal
profile, and bed materials sampling.
9.3.1 Dimension
Permanent cross-sections (one per 20 bankfull-width lengths, evenly divided based upon riffle and
pool percentages), will be established and used to evaluate stream dimension. At least one riffle
and one pool cross-section will be located within the area also surveyed as part of the longitudinal
profile. Permanent monuments, recoverable either through field identification or use of GPS, will
be established at the left and right extents of each cross-section. 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, the edge of water, and thalweg.
Subsequently, width-to-depth ratios, entrenchment ratios, and bank height ratios will be calculated
for each cross-section.
Cross-section measurements should indicate little change from the as-built cross-sections. If
changes do occur, they will be evaluated to determine whether they are adjustments associated
23 1
' Lick Creek Stream Restoration Plan Lee County, North Carolina
with settling and increased stability or whether they indicate movement towards an unstable
condition.
9.3.2 Pattern
' Evaluations of stream pattern, based on valley/stream type, will be developed based upon
measurements of sinuosity, meander width ratio, and radius of curvature (on newly constructed
meanders only for first year monitoring). Calculations will be made of sinuosity, meander width
' ratio, radius of curvature/bankfull width ratio, and meander length/bankfull width ratio.
Measurements and calculated values should indicate stability with little deviation from as-built
conditions and established morphological ranges for the restored stream type.
9.3.3 Profile
Three longitudinal profiles, each covering 20 bankfull-width lengths, will be established and
surveyed. The first monitored longitudinal profile will cover a portion of the restored section of
Wallace Branch, upstream of its confluence with Lick Creek. The second monitored longitudinal
profile will cover a portion of the restored section of Lick Creek, upstream of its confluence with
Wallace Branch. The last monitored longitudinal profile will cover a portion of the restored section
of Lick Creek located between its confluence with Wallace Branch and the downstream project
' limits. The beginning and ending points of each measured section will be permanently
monumented. Average, pool, and riffle slopes, as well as pool-to-pool spacing will be calculated.
' Annual measurements should indicate stable bedform features with little change from the as-built
survey. The pools should maintain their depth with flatter water surface slopes, while the riffles
should remain shallower and steeper.
t 9.3.4 Bed Materials
Pebble counts will be conducted at each cross-section, as well as across the overall study reach
(based upon percentage of riffles and pools) for the purpose of classification and evaluation of
sediment transport. Pebble count data will be plotted by size distribution in order to assess the D50
and D85 size class.
Calculated Dw and D85 values should indicate coarser size class distribution of bed materials in
riffles and finer size class distribution in pools.
' 9.4 PHOTOGRAPH REFERENCE POINTS
' Photograph reference points (PRPs) 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 of the photograph will be documented
to allow for consistent repetition.
9.4.1 Cross-Section Photograph Reference Points
A photograph will be taken at each permanent cross-section established. The photograph will be
taken from a point located upstream of the cross-section looking downstream, and will show as
much of the banks and channel as possible. The survey tape used for cross-sectional
' measurements will be centered in each photograph and the water line will be located near the
' 24
Lick Creek Stream Restoration Plan Lee Countv. North Carolina
lower edge. An effort will be made to consistently photograph the same area in each subsequent
monitoring event.
9.4.2 Longitudinal Photograph Reference Points
A maximum of twenty additional PRPs will be established along the restored stream to allow further
documentation and qualitative evaluation of the channel condition.
9.4.3 Additional Photograph Reference Points
Additional PRPs will be established, as needed, to allow documentation and qualitative evaluation
of the condition of specific in-stream structures such as cross-vanes, J-hook vanes, and rootwads.
9.5 BANKFULL HYDROLOGY
Monitored stream flow data will be used to evaluate the success of restoring the intended bankfull
return period. Four stream gauges will be used for monitoring flow stage within the restored
reaches: one each at the upstream limits of Lick Creek and Wallace Branch, one at the confluence
of the streams, and one at the downstream limits of Lick Creek.
Monitored data and calculated return intervals should indicate the occurrence of a bankfull event
during a minimum of two of the five monitored years.
9.6 VEGETATION MONITORING
The survivability of the riparian buffer plantings will be evaluated using a sufficient number of
randomly placed tenth-acre vegetative sampling plots to provide combined sample coverage of two
percent of the replanted area. The corners of each monitoring plot will be marked in the field and
their position documented by either conventional survey or GPS. The monitoring will consist of a
physical inventory within each plot in order to determine the composition and number of surviving
species and the total number of stems per acre. To the extent possible, differentiation between
planted and volunteer stems will be accomplished. The presence of non-native, exotic, and
undesirable species will be noted. Additionally, sequential photographs will be taken from the
center of. each monitoring plot, starting at due north, to create a 360-degree view of the sample
site.
Riparian vegetation monitoring shall be conducted for a minimum of five years to ensure that
success criteria are met per USACE guidelines. If monitoring indicates either that the specified
survival rate is not being met or the development of detrimental conditions (i.e., invasive species,
diseased vegetation), appropriate corrective actions will be developed.
25 '
' Lick Creek Stream Restoration Plan Lee County, North Carolina
10.0 REFERENCES
Griffith, G.E., Omernik, J.M., Comstock, J.A., Schafale, M.P., McNab, W.H., Lenat, D.R.,
MacPherson. 2002. Ecoregions of North Carolina (map scale 1:1,500,000). U.S. Environmental
Protection Agency. Corvallis, Oregon.
Harmon, W.H. et al. 1999. Bankfull Hydraulic Geometry Relationships for North Carolina Streams.
AWRA Wildland Hydrology Symposium Proceedings. Edited By: D.S. Olsen and J.P. Potyondy.
AWRA Summer Symposium. Bozeman, MT.
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. 2001a. "Guide to Federally Listed Endangered and Threatened Species of North
' Carolina." Division of Parks and Recreation, North Carolina Natural Heritage Program. Available
URL: (http://www.ncsparks.nettnhp/guide/87.pdo. Accessed March 15, 2005.
NCDENR. 2001b. "Guidelines for Riparian Buffer Restoration." Division of Water Quality,
!. Wetlands Restoration Program, Raleigh, NC. Available URL:
(http://h2o.enr.state.nc.us/wrp/pdf/buffers.pdo. Accessed March 15, 2005.
NCDENR. 2005. "North Carolina Waterbodies Reports." Division of Water Quality. Available URL:
(http://h2o.enr.state.nc.us/bims/reports/basinsandwaterbodies). Accessed March 15, 2005.
NCDOT. 2005. "2004-2010 Transportation Improvement Program (TIP)". Available URL:
(http://www.ncdot.org/planning/development/TIPITIP[rrans/division8.htm). Accessed March 15,
2005.
NCNHP. 2004. North Carolina Natural Heritage Database of Threatened, Rare and Endangered
Species 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. Presented
at ASCE Conference, Denver, CO - June 1998.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North
Carolina, 3rd Approximation. North Carolina Natural Heritage Program, NCDEHNR, Division of
Parks and Recreation. Raleigh, NC.
SE-EPPC. 2003. Southeast Exotic Pest Plant Council Invasive Plant Manual. Exotic Pest Plant
Council. Available URL: (http://www.invasive.org/eastern/eppc/). Accessed March 15, 2005.

' 26
Lick Creek Stream Restoration Plan Lee County, North Carolina I
Stimpson, Jerry V. 1989. Soil Survey for Lee County, North Carolina. United States Department of
Agriculture, Soil Conservation Service.
U.S. Geological Survey (USGS). 1970 [Photorevised 1981]. Colon quadrangle, North Carolina
[map]. 1:24,000. 7.5 Minute Series. Washington D.C.: USGS.
U.S. Geological Survey (USGS). 1974 [Photorevised 1981]. Sandford quadrangle, North Carolina '
[map]. 1:24,000. 7.5 Minute Series. Washington D.C.: USGS.
U.S. Geological Survey (USGS). 1977 [Photorevised 1981]. Broadway quadrangle, North '
Carolina [map]. 1:24,000. 7.5 Minute Series. Washington D.C.: USGS.
U.S. Geological Survey (USGS). 1993. Moncure quadrangle, North Carolina [map]. 1:24,000. 7.5
Minute Series. Washington D.C.: USGS.

I

27 '
FIGURES

o
m
_ a
0 d
0 m co
w2
t

_
V 41 ot?
s8 o
c a` z _
\\U_

0

cn \ o"n
t
OLZ-ON \
;, _ ? lOb-Sn C
0
V U- c _I 0 Sn V
0-0 0
?, o E u-
?N U
e o a V O j
d > d N Y
m 7Z
co
3
U
a \o
NN L
U
J U p? \
y.Q
?r Y
kzi-SAIN
c
O
U cn
i C
O
z ?\II
NC-22 yi
r
f?
c
0
?c
00
O
2

- (v Q
O d ?
vt ?
?

d L r d N? N O

-
i to
V
? ? t5
? 'o
` o

e< W ?.
? (0
?>
Y
a a
? v tea
J ?
o ?O
? J
.2EZ C
a FL
U

V
U U a
n= Y Z
? d J
J I
`
LL
?? D?l / ?? ?IU\ _\\\\? ? //`I ? ?/-? ?. ?•'./!1 //.?1\1 l i ??? r ? r // ? l r?C'? i'11. 1
Q

o

0

a
r+
C V

_ Y Id L
oa l ti o m y n?
o= o L
`r a?i >
?/ U

- V d
d

Y

a
t
l c
• "" " a °= a7m,a>? ° y o? ?a?mm
,. > 20 ??a
-M
E 2 2 0 o a o m 2 ` 3 .o d?
y p `

O
-0
- V
•?
J

w;
L
r+ 5

N LL
fD

?
/ a

v c
LL v
`
U

??
a -m LL U7 .« « 3 c o a --0'o m m 'o
w e -a c c c ?o t n U O? D

U U a N N .?. N S (n J m N C C m
x o o m o> 'o m- m 'o a D -o C7 t m m y 16 S

o ? m c o aUi > x z x o t o uc c c
a iur'm u ci amUOw=?2 2 2 ?zobu »3
I MFl n n n n n n nnn n n ? nnnn

N

O _? C

u..
22
J J

m1wr
? y
Q
U .
U
Z ,
U
0
O
m
N i
10-2
C w+ _ r m
O d ° L
ai Q
CXL
Y ? Pn
4) a o
4) 76
J 0 ' I ¢° U a L O cu
a
v¢ ?, LL ? ? '0 J Q •L
U) U JOF
'a ? 1 u?Z S ? a`?+ " s'p' y? Y Li ?? ?g ?L i? ? r`I , ?1[ ?t?_ y? # . _ ?P?? ? _
11 IL
?'? ,?? ?? ? ? '?,tP .?s?"P4? i ? r' Yep e? ? "? ? ? ?? ??.
a nN E; s Y{
i-P
40 No
<, • , 4 a is '? ?••+'?. "? aye
;? t}},`"'' t ,-rte ? s f V.` Y d` r
?.,
..
AWL

r
N N
N N O
N N O ry N
U C C a N N 0 N a 0
O d ?a? a N ao N a °_N
o a D N C O c
O 4 _( o oo N
Y i L> N o o o d u Q° a n CO Q
_ d 0 Cl. , v o n
N Q
N f E E E
U d d - E o 0 0 0 0 0 m N ao m °c v •. ('?^
T - _ V,
Y 1 E E m v ci o T E E W
m U
V m m N m cm cm E E E T c 0 0 u n p / O
.I Q c m G N O O N N N N 0 D N = 'O n N LL L Cn
(V 2 m m m '? 'y ~ c r r r m y y a m N Q.
?+ LL m y o c c c c c c o °° a? E
CnLL ?o nyu Eavvooow? in ino'X
Z U z 3 01 y 0 0 0 Y Y Y y p N N N U Q O
.E t o m>, m m c c c Yo Ta FF u n
LL
ao a
a
H
I
v
LL
a
JA Al
i U
a
jpl U
[Y]
O
H
0
co
U
U
ApOal a4n
4

!ro

[n

~ II

w

-
m
L ui

_ Q
c a (? w
t

W L
LL
y
o O U
=?z
m
V r C N
U W i a) Q- O
J ?0 m Via. F- FL p
L Z r? ? m U U U r, V/ V'
LL J OL Z U
0
w
N
N ?p
m Z
rnr
a?
a ?
CL Q)
v
N c
O
0 o v
C) o
o •v ?
L
H t
vi
m
N
O .?+ C
O ?
C_ N
O N
Rn U °
16- `L 'OO
O O +N'
C Z o
r O
E F
?o
? d m
2 N
o
rn
a ?0
rn
c ?.
o c
`c o
to N
o p
0 0 0 o O
0 0 0
0 0 N N
o E a?
('U 'bS) rn m
ea-iV 'aaS-X IInl4We9 r
j N c
*, oa
>• c M
L ?p N
c
O L
c }
M
CO in m
O W r' ' J r'
CL f r O =
Lj
LLB
i z
W LL
W
r Z
O
J f.
J V
? W
LL 2
Y
C7
?
z a
N o
z
_ ? w H =
O ' xp F O` W LL F
O i 0 N W ~ N O
CL N i M O
W O
1 O JJ V 1=- 2? N W
-K 0 = H p '
LL Y8 O
Z ; z? zW 8022 2
O wo
LH Y W z FN- W co
J
r Od N co W p O W
W N H < O f S
'^ W W N
V/ {ydy. N U M
Q ? i 0 U? o pp¢
U U NF-6U
J` J N 2 W d
H YN co9a¢
F H 0 z a 0
J i J
ao?<
N
W
O
2
W
J
LL
LL
O
a
w ,z., w
O
w
LJJ 00
J = NN ? ? ,
LL LL CO J
LL
L O
H W °
W iW7 LL
I O z z o o
z f O W z f 1. O f
N W z
2 ?
O j . O? z z
11 H o ° J O° 0 W
F- ; 3 wt¢ <
U ?f J W ?? ? W J m N
W
Cl) O N m W 0
VJ W O W
V
J W N O U P
v ?wpp_pp_
H J v
N ? C U
LL H N z p<W Qd
L H
Y Ow
N 6 Y
r z U W 67 N
aW 4 JJ i 0 J
00 ? J O0?
NN N . . ? .
a
W
W Nl
O W
f
Ow 2
3
`J
Y
f
I

1?-
\? a m
I \"\ N
Z
°m
H
N
Z
m
i
2 i ?
a
A S
2
N ?
m
? m
0
x
- z s ? N
m
H r \.
Z
_ ? 2 y
g-m
6w 30 w
m(7
Gn / \ l I
COX
? o .
W
y
? ?? ? IIII I II ?\\\ ? ?
?J?? 1) I) X1111
lljjII I I?
Il
??%/ ll/Il f
iii
X?x? \ \\\ VIII l
?\\? 11111 s?
i>\\IIIIIII( ?.
/? >? \ I I Iif( VIII ??
_ ?/ ? III III III III ??-
(IIII
/ 1?? \\\ ? .mow ?y
C
cb
SEAL CLENTs PRMCTt Prepared by REVISIONS
o RESTORATION SYSTEMS, LLC LICK CREEK
NATURAL RESOURCES
ESSIqN,:??'.#? ?Ty RESTORATION AND CONSERVATION STREAM RESTORATION NO. DATE
m g Y' o??oNp LEE COUNTY
SEAS h
411 ,,. ' E?
,.s 28432 P • ?i„ TITLEt URS Corporotlon -North Carolina
4i,'?:i?:'4? RESTORATION PLAN 1600 Perimeter Park Drive
It'll $, l AND PROFILE SHEET Morrisville, North Carolina 27560
E SNEEI NrN 9
E SE rso
MPS X36 3 V JPL?A (II/ ICI / "
S1 P
s?
II ? ? Aga
rn - \\ ?????JI (ll o a lox \
>< 2 s a
o
p
Co. M
_ _ o \I
o
°
CCCCC ?g s p ? I? I /
o=? $02
-IZ \ i
I
111 4
ti
a
0 lAil
?. \\ p z
o :m
sp
r
00 - 4
Vl'IVM 8£'£6+9E 'V1S
HOMdae 30
Z L33 HS 33S - 3NIl HOlVW
ae
0
SEAL CLIMI Pf"V, Prepared by
RESTORATION SYSTEMS. LLC LICK CREEK REVISIONS
"'??yu!r?`;4 NATURAL RESOURCES STREAM RESTORATION DATE
=a ?,s?tui ??fy RESTORATION AND CONSERVATION
. = =SEAL LEE COUNTY
-4 28432 ::a ?gl gu' TITLE, URS Corporation -North Carolina
i _ `?!cI.. j?'sj 7lu,• RESTORATION PLAN 1600 Perimeter Park Drive
MR ''?.ffM Y.Y??o•` 11?:GI?Id7 AND PROFILE SHEET Morrisville. North Carolina 27560
nnnnu.
eerasae. a.e1 eea-uoe aas ieau asaaese

x
? O

0
w
0
0

° MATCH LINE - SEE SHEET 8 MATCH LINE - SEE SHEET 8
° STA. 21+86.91 LICK CREEK STA. 40+29.74 WALLACE BRANCH
SEAT. CLOTS
RESTORATION SYSTEMS. L
AC PROJECT,
LICK CREEK Prepared by REVISIONS
o
k NATURAL RESOURCES STREAM RESTORATION NM DATE
N ,
o-,
SS?g
*
RESTORATION AND CONSERVATION
LEE COUNTY

ums

Y
PC L
"
E 28432 TITLEt URS Cor
oration -North C
rolin
,. p
a
a

?
••• ?:
?••..
,,,
.?.•??,. RESTORATION PLAN 1600 Perimeter Park Drive
? .......
yi°fN Y•yc?o``?
-
` ,
41u14?illa!
AND PROFILE SHEET
Morrisville, North Carolina 27560
-,;,,,,,,,,,,•
„ ?? was! .a-uoo aas <oaq oa-aau
9gk\Z W3 yd W
- L L???\S III
?T
? ? s m

v ?
I
m
o /
w
s
0
?gnn
m0=

? 111
s

W

I "c'
Zkpb W
W3
NpNd?? L??NS
4
a'
w
o: 4
4
_ c 4 ? I
N Q
N• I
Am J
m a?
z y $
N
m ? m
?Q g o

N
s
A
x?a
mom
a
0
8

m
i
0
0
e
CL -'I
Iwl
y
N
m 9
K y
? m
0
?O

/ / I s
/ N,
r / msa
ate=
/ ? a CAD
1/ m
m
4 ? 0D
I ? i
I m
H
V
s
v
I N
N
J I
I
/1

K
i
NATURAL RESOURCES STREAM RESTORATION
RESTORATION AND CONSERVATION
LEE COUNTY 141111111W X go
11 !"I'?dllll'CI TKE
URS Corporation -North Carolina
IIF?IIh .CI RESTORATION PLAN 1600 Perimeter Pork Drive
AND PROFILE SHEET Morrisville. North Carolina 27560
• • ass!?aas usa cos-aaoe aas ?nq m-wa
REVISIONS

?J
1

STTCH LINE E I
A. 52+29,4_ 8 S LICK CREEK g
aSNRESTORATION SYSTEMS. LLC PROJECU LICK CREEK
m
0
O
w
0
e
0
I m "I T
I
N
N
ti
D
O T
-orn
CCA
>O=
w
w
w I?
m
.d LS
6N?1
R\s
y16
MATCH LINE - SEE SHEET 10
STA. 68+14.39 LICK CREEK
IENT:
RESTORATION SYSTEMS. LLC PRMCT# LICK CREEK Prepared DI
NATURAL RESOURCES STREAM RESTORATION
RESTORATION AND CONSERVATION LEE COUNTY
I ? Allllppl%IY
uAtb
n?LE$ URS Corporotlon • North Carolina
PROPOSED ALIGNMENT 1600 Perimeter Pork Drive
9ifA:B!x??I?l AND STRUCTURES PLAN Morrisville. North Carolina 27560
• ool....a 4 ...Y ..s-ai.. - c.s.Y .n-&-
?yyo
m 0 \
?sn7
a
m
REVISIONS
L

? II
T
C'
a • ?9 `C?? S
9F?T 9

Q
?I I l ?
C;v
12

0
0
4
L-0
-A
SEAL
H
m N 4 ?•t•
s
$ •'S
?J

RESTORATION SYSTEMS. LLC
NATURAL RESOURCES
RESTORATION AND CONSERVATi
ui ?uq ?ulun
Aso c? ?/??/
N
O
O
O O x
0
--- LICK CREEK
STREAM RESTORATION
LEE COUNTY
RESTORATION PLAN
AND PROFILE SHEET
URS Corporation • North Carolina
1600 Perimeter Pork Dive
Morrisville. North Carolina 27560
- W.) .Q-33011 - tow . -i{31
REVISIONS
c
O }
.?[ 4. f ?/ w N
a <?i Q
?? > tim f r m ° LLI
00
N r LL
U m U
Z x U
N L
o-i
< J J
WIPIX
r°i? ;N2
dr0 3 WW ,r.,Q
8 w- 00
O2= mr \\/?
rw ¢ $
vi ¢ m ? \i J
i
O JO= N \j W
BOOM
o9
? (NEON
/ r
U.
v1 O
a W JON
Nr ^^
m NN ;Z7O ¢W ?.
00 ii ow
%
ZC.9
rBZZ C7 LL
OZ r? Gi! Z
HH Or 1 1 d
00
QU U Z..
JZ Z rr
JW zz? W W U
L Qd? n J
cc CL
(n WO Wa ?; r
z =J m NN\ r j Z
¢ z p
LL Z LL F"
o
;m W Q 1=L< / ?/ m V/
8rZr= J zY J \/?\ m LL
Lij
mf 1?7! Q mw \// 0 C/)
Z \\? 0
3 U
H O
` ? J 1
0JW OF<S
W ¢
S f pi 30>
Z
Q drRR¢ 3m $oo Q
rN J m¢y NW ¢Sr
0- 0
r
tn`
ulQQ¢ - \\
cc CON 0
W <? W OOYW m \x O
U?-w -In N t`LL OWCLE
mas r \•
ZO Y ` ?5 -Z 90
¢ v? OZ mW< C9 3
r •J ZW J`Jw.3o 1•-IQ 0 \ .\.``'` SAS iZ
> CO
W
I- S Q N,?mLL ZOW ROW<d< • 0O QW pp J<= N
W Zr <Z7¢Zd¢ ?? <qO pp r O¢
Q N mW=W ¢?W •0Omd «C7 LL =3
m W wwwwwwz J
0 t- X: J`N oY>°?w` mU ga r0J U ?_
W y? J wwwo o
Z dZ \i
J Wq; U oy" rW O ¢ g0? Z
O QNOQ and n+0U3 NNW Z? WF IC > ~m NO
IL ?? rr
O N W;O J(7LL?¢ -G
prpqqWH OZ
Z- w
JNO LLGOJH ZNO<NN Q Z< W
O
Y O ¢3 •W ~~ ?_ ?W JJ J
mwmN os`nr`azprQSo JO 0? dm "'
JO WJW03rN JQ >'~ 0 / 1 ; r
z z cc U) ZOML
¢<¢ cc N Qr
.Koocoox?l -% kf
Z O¢ o \\/ w 9
Z JO /
>i zd -Jo 5?
mr JQ Y> $ U.
Q3? °
°
fAp \\i
"0 \\
c ?
w
N C
?C > - • m O O
V _ m d> o ~ 0
LL o
Z W O ; -- `?I
or w , 1
JO Z
0 1
r W r W W O O,
¢ - =0 Qr>m2NN r Q
QQQ Z WJr- m G / OZ
woo W LLH¢ p JJ }W LLLLLLIIII pl- > : m0
ow*?J2 JW lowW aNZm Qx¢¢ZU W
OQQJQ F- W Qm IL WO mWQO J L•?? r
LL JLL J NQZrQJ d;U.o Zz w 1 Q
o 0`=LL U<< 7
w r QLLON J `, QW
J N00 JU Wddl=i ¢1-IiS
SOX W _Z?daWJWOYWiWN • WZW rLL p 1 1 U)w
1
rm m0 mxwmJ OH2 N SWrWQO LL
r¢?ONWmOrO JNOWr WO rWHHW2 2
W SHpaa r -WaJJ OZS ZQLL J(rc?7 Q /
Or¢W J6W
mSQJQ r?`r` >W 0d •Cw? co UW 2QQ OZWNY -QYO 3 00117 WW /
Z QxHHd SH 2 NW Wrf? WrdiOJ 1 ?I
Q W IJ7¢N¢ rY Zr Ho U V9.
> ZWa7N0 CL ZN F, Z gw
zz2>¢ LLN UW<¢>¢H ¢ rOQ
Y <rW<W Qd > W LL O d=Wo 1
7777 JOSNWowp
LL W}r ZOr2m WOJW SO ar LLW
OW Woom Luz
g I1 / / Q
x <O 2 0-i r -Z ¢ N m7JWSW /
0LLr- mLL >2r JrOrHW 4l ??t' ?\?
-3 SNU<r gm
U?Q HHONZ OQnHWZ JNm ?m 4 Z caw
LL 7NLLN;> 0 no= qp<p<``0 AV - 0 `
Z ZON<¢argr 0¢QWWH Ul WZsWwc
O H rw OJ ZwwLLLLLLLL111lxx JJQ U>00=0
Q
Qr U' wo?< d?QJUQQO=W z`zLLd Wd SWSZrJ
J O"mUOV 2Wa0 •F=-J M iO xrrw rOd
J ZWrmW •WS m2 h QrZ ?rrXW ` I W W
WHSQ dNOr mW Or Wr Q LLZW¢m '^
W m7r Sr QQN 072 WGr- Fx-V72 } W01JO J / Oa20 C/3
Ja Fr Jw NmHJQ> LLOO¢¢ F-W J
<O`WdNZ <WW00r mg ow 1:01 Q= / iNm
SzzWY w¢ •SSJH Z 00 LL 1NNNmN
NQW0Or •mOUNW Wad H H
OZ / NDx
SNmm ¢OQZNSJ>O}JwW / QpNr
Um ow uullWQrJWJJHmr zY % / WW
ZwO cwzmxmW OJNWmQ Q -- / 00020
WOW N1.7W rO WLLW ¢H7(9 mm aa
¢JM=:3 JJY Qn z 7J
r7Qr NOr WO O UNNH 9CL
Om mw LL 2 Wr WO N m H WN
amm;O;rm?3 mQNaOp Q % HO
¢m XH
W Z
W
Z LL 3 r Q
m o
Q \?l J
Z
LLLL
Y W
O
ON
2 W J
1 s j
ua7 LL
Y
Q W Z
1(17 W m
W ?
Z9 cew
Q
w o
¢N ?j
?\ O a W
r W 8^!? ul ¢
Zm Sm ' . =J H
0 -j CL
8 co
Cc y 8
F- ? ' ...... pH ?/
u,Y Z 3LL U :8 Q
zd 7d ?< N LL
c o
w
o
dr
oJp /
W
CO) r Cl) /
N
O F
N
G H
LL w p
,%/ < ? rw v b r
C., Wo cc -j w
cc CO -J OY
W HN LL N WNe
W C.)
r¢ QW Z YN W pop sm
LL 1 ? NW 8° mZ
? J 6 rd
NQQ
LL
R.
LLN
Y? O !_ ????. W N N
Q
LL
U n ff j J ?/m0 z? n uU p
U-
J?tJ r U?z
LL
¢
W 1
f 1
3 1
1 02
Y / M
O 0 0 W w ppZ (W(,?? W 1 <
W M JO ?W fOmam W`? p LL ~ < ¢W
Nt7A J FEW yF<p. ¢ W 'L O W ; NW
w ?2n W J <`J f,Y)ZZ d7pLL02f O?
W2+
Zw O H H S%CS 000<> 7S¢OLL ?% W V' O O W
02 2 % ¢ WNW ?-LL Hpp
cojo
y7JZpZ W ¢O
1-;JS' J J ??C
p¢mJ
WWd` m OU LLW 2fLL~JI- WN W LL • 1 ?\ Q
w ¢m O tJ J(J (Z?LLO O2 4W 1" W ?•,"• Y Q I 1
Z ?JS%¢m SO W2m~ WWaOWJ Om Y ` O /
1%1-. ?<S.Hy` ))` N 6 7wZ cO¢ CS] tJ ?(/\/) h
Q 2 FNWJ?S ¢ Wf ~W;< Sd?K? ?Y 1 `? ....J W W / \
% ?O¢ W >O •1-S< H d0¢p ¢m LL 1 Z
O >SW 60
fWmOf LL O ?? H 1? ??\/ O
pM W OWWZ Y 1 ? /' ¢
W mWW¢%2WFJd6W •J0?O %¢21-,
J »> mJSW
W W d 1 ? 1 ?J `I ? W ?„?
<U 0¢OwOW mpp Z¢1••ymd ¢ =y O 1 ; H
V tll ?Bmw o2 ¢F %w?mW TO~ J?1UOmh Z, ;m h ?/ / Z II'N
O Wm WHOOW <<¢22 > ¢ S7 gLL Wt
f•
¢¢w 2rp•l WOw `>`OWO y¢ ¢ O O O ? _
<w nit WOOy 7??¢ 0,- LLSU w o OJ \ ... ` J \ / ¢ ?/?
% (? U N5WLLH Q< d 6 ZF- dH W W V/
ZWZ3 0m2. Jy<? ¢W I2 J O 22 O a / Wp
OW f20w 1--JOmmm.>I W d< «fWOd NO O2 N 1 Al
y J2m W ? JO LLZW¢m ; m mm
qSy LL= W FO8- Fp8=W tJt¢ ¢O W V Z ¢ 1~Z-Iy
Cow
pW<Om3?p LL<12+Il WmQO;y< JOpJOW {;gym W Q ` pm? / CUpjNf
2?d % ? m m W.0) 0 0y t\10¢ <U2 J Q \`` / ?a 7
m W f ca m y?
E ¢ N FF LLI ¢mX:
4 U 4 \/ FJW2
¢ 8JW7
?j LL;H<
Jm
LLLL
N
sJ 0 •4) C
r ,z J N M
C a ,� t
ti W s (n LU (A
z O
N r
v r LLaf
J
J
N
Y
HUpUY
W FO�Q
M LL O 'LZ
O W W
W N d ♦\ m 60pmpf
O �LLra Om ZQ Z<y F 1 1 W3 mU OWO ♦� ♦ \`♦♦ ~8JWi<
W O W ¢ �O¢m¢2� `eb pN0 ''/�\' � �~ ON O�� •••♦♦ \ I�;F<O
WA.
i W J <� .. •jw ..........
N St3 JQ��N
op 6 J .. .............f, _ 2y
Z2 pp LLLL O )
022 N m W fLL d I �' ' I WN v((� O1CO •1 \\(f
LLJ
z Ni JO W 6� JW<>>O df O �I FW J �✓`` 2 j1 I Z
Q WWd m WOO �W O 1 - _ 2m JO
ZLLLLW� N� I UJ 4 `� Q 2 — JM 11 1.
m O J oo SS
O
�J�y�j <m � �� W¢h.i WJ � / i� Il' �� ♦`♦♦ '' ' � Wf <4J ;W ��� � �
Cl)ppJj
VH NOU6� W �O O¢kp¢
Cl)! z W6~WHW •OJ J>=m6 Wf WOmW < 1 1 < W $ Oji 6J m <•� W
M
li 3 OJ CFm LLm 2W �0� JJF=-W 6J 1 1 m 1 Q 1 LLO •f LH O JJ
m
!EZ 1.04
J� �LL LL LL 1 1 `� 1 / WD %` r Ol �_J1II�• w C/1
U <2�3'`��1<rt n VI
Y W O cpm �aLLSW 1 I I OJO W WLL g68 1 O�
U W�¢� 601 mF 0=7
1 1i
m J2mF`
Oz LLLLiW6mOx
\ \; OW 1
JJmySLLf 0Z7� 8 " WJOJ O.l x ¢J dq>o 1
CC
`Y ; `♦ dJ p
o O /
LLLL4.. Y O � ♦�/ W
0 W '••\
m m L
♦1 � J NW 8F-
1 LLLL LLm
\? mg p Y $
m J
W O Jm � LL
N MI. LL
� OO
m d
LL > O

r.
o w c
04 M
o Q
i y ? I = (n W
m f r a?
? a O ? Y
fn U.
J a y LL O
LL?U Z
/?
L Z U m U y U
LL
r
0)
? Ll L;
a
W
W
a o
In
N \ _
N
< D
YZZ ZY m
Y m m Y
Z< 4 H co
m a LLOii mm
op w O o
_
8a WC f o co
4 W _ r r ? N
W Z
2 O J " ? \
a wS
W N W d
J O
O d
J W
WLL v ?
W , W II Q
W < ZZ< ?1{
Q ? J j Q
d
J
J W
zy ;I 3 g o
8 H
-j ai
gg !I z
W W
3 5 W cn
N co x
a
w 5? ~ Cl)
Y °6 O
U h ?i cr-
d °? o T\\ U
w Y S
U 7 7
C1 W
U Q O
q f
7 /7
Q
I
t W
W
O
r
0
0
APPENDICES
APPENDIX A
Project Site Existing Conditions Photographs
Lick Creek Stream Restoration Plan
Appendix A - Lick Creek and Wallace Branch Photographs
t e'?'?4 ,( r <r ,?,
YA'
t ? .
i

s -
y.
r I ? r .rid. • •
Photo 2 - Lick Creek Reach E
fi.

r,
ffiR Yr: v
•
?
t
?
Ir ut

r d" ? ^1.
AAV
,
,fjyy

Photo 4 - Lick Creek Reach D
Lee Countv. North Carolina

- .y.1 s s f `

A

M : ki?

Creek Reach C _

Photo 8 - Lick Creek Reach C
Photo 1- Lick Creek Reach E
Photo 7 - Lick Creek Reach C
Photo 3 - Lick Creek Reach E
Lick Creek Stream Restoration Plan Lee County, North Carolina
Appendix A - Lick Creek and Wallace Branch Photographs
ilk
t ?{
Am ft,
i ,
7 ?tv 6 -i?? s Y?'c
<
y'.z
E
Y
Photo 16 - Wallace Branch Reach A
Photo 10 -Wallace Branch Reach B
Photo 13 - Wallace Branch Reach B
Photo 14 - Wallace Branch Reach B
Lick Creek Stream Restoration Plan Lee
Appendix A - Lick Creek and Wallace Branch Photographs
i1

19 - Wallace Branch Reach A
Photo 18 - Wallace Branch
North Carolina
Photo 17 - Wallace Branch Reach A
APPENDIX B
Project Site Existing Conditions Data
Existing Reach A
Wallace Branch, tributary to Lick Creek, Riffle
98
96 _
a 94 .. ......_..,.. .,...._ ____ _. _ _
92
w 90
88 -
86
0 2C 40 60 80
Width
Bankfull Dimensions Flood Dimensions Materials
a1.5 -section area (ft . sot 110.0 W flood Prone area fft) - D50 (mm)
25A width (ft) 4.3 entrenchment ratio - 084 (mm)
2A an depth (fl) 5.5 low bank height (111 18 threshold main size (mml'.
4.3 an depth 00 1.3 low bank height rata
29.1 vetted parameter (ft)
2.1 hW redi (ft)
10.5 'ad" epm ratio
Bankfull Flow Flow Resistance Forces 8 Power
- wildly (ft/3) - Mannin9's rouohness 0.28 channel elope f%)
- discharge rate (cfs) - D'Ar-Weisbach f- 0.37 shear seers (Iblso.ft.l
-- Froude number - sistame factor Wu' 0.44 shear velocity (ft/,)
-- relative roughness - unit stnn power (Ib/MSl
7-
100
120
Wallace Branch, tributary to Lick Creek, Pool
98
96
c 94
0
92 Ygo
88
86
0 2C 40 60 80 100 120
Width
Bankfull Dimensions Flood Dimensions Materials
76.9 -section area (ft c.) 120.0 W flood prone area (hl - D5o (mml
21A width (ftl 5.8 entrenchment ratio - D84 (mml
3 6 an depth (ft) 7.2 lowbank hebM (ftl 25 threshold grain size (mm 1'.
5.7 max depth (ft) 1.3 lowbank hebhl rata
28.7 wetted parameter (h)
2.9 hW radi(ft)
e.1 width4epN ratio
Bankfull Flow Flow Resistance Forces 8 Power
- veloaly (Ns) - Mannino 's muohness 0.28 channel slope (%1
- discharge rate (.fa) - D'Arcv-Weisbach hic. 0.50 shear stress (lb/so.ff.t
- Froude number - sistance factor Wu' 0.51 shear wbcity (fl/s)
- relative roughness - unit stun co- (b/ft/3)
Wallace Branch, lributaryto Lick Creek
-bed -weter srf +bankfu0 A x -section O riffle crest • pool ¦ run G glide X LTOB + RTOB
97
96
95
94
93
°- 92
_m 91
w 90
89
88
87
X x
0 50 100 150 200 250
Channel Distance (ft)
,each 0.28 - 233.8 (9.2 channel widths) - - -
rifAe 0.84 (0-2.71 3 (0-OA) 11.2 (5-21.61 0.4 (0.2.0.0) - -
pool 0 (0-018) 0 (0-0.61 15.9 (4.1-27.3) 0.6 f0.2-111 420 (27-84.3) 17 01-25)
.. C%8 '^.16-2.71 35 (06-c e' 112 r49-171`. 0.4 (02-071 - -
Epsting Reach B
0. 16 Wallace Brance, bib to Lick Creek, Riffle
100
98
96
°- 94 _...____--- _-__________
92
w gO
88
86
0 10 20 30 40 50 60
Width
Bankfull Dimensions Flood Dimensions Materials
85.0 section area (fi.sg l 100.0 W flood Drone area (NI 4 D50 RIM (mm)
21.0 widh (ttl 4.8 entrenchment ratio 11 D84 Riffle (mm)
3.1 an deph lfi) 5.1 low bank height (NI 14 threshold grain size (mm)'.
4.3 ax depth M) 12 low bank height ratio
24 9 vetted parameter (fl)
2 8 h d radi (ft)
68 widt dleoh ratio
Bankfull Flow Flow Resistance Forces & Power
3.1 velocity (Nls) 0038 Manning' a roughness 0.1] channel slope (%)
199.5 discharge rate (cfs) 0.12 D'Arcy-Weisbach (ric. 0.28 shear sVess (Iblsa.h.)
0.33 Froude number 14.0 resistance factor Wu• 0.38 shear velocity (fus)
85.8 relabe roughness - unit sVm Dower (IbtfUS)
1 i 79 Wallace Brance, lrib to Lick Creek. Pool
98
94
0
A 92
m
w gD
88
86
0 10 20 30 40 50 60
Width
Bankfull Dimensions Food Dimensions Matenals
75.0 section area (n. so.) 110.0 W flood prone area INI 4 050 Rlfe (mml
20.2 widh (N) 5.4 entrenchment ratio 11 D84 Rife (mm)
3.8 an depth IN) 6.6 I:w bank height (n) 16 hre ld grain size (mm):
4 B ax depth (n) 1.3 low bank heghl ratio
24.7 welled perimeter (ft)
3.1 hyd radi (ft)
5.4 din-depth ratio
Bankfull Flow Flow Resistance Forces & Power
3.4 velocity (fVs) 0.036 Mannino 's roughness 0.17 channel slope (%)
250.6 discharge rate (cfs) 0.12 D'Arcv-Weisli bic. 0.33 shear stress (Ibl. ft.)
0.34 Froude number 14.4 ais.-a factor Wu- 041 shear velocity (f?s)
1040 relative roughness - unit sum power (IbtfUs)
Wallace Branca. 161, to Lick Creek
-bed -water s rf +bankfull 4 x-section o riffl e crest • pool ¦ run I glide X RTOB + LTOB
ea

x
x +
94
c --0 + - - - - - - - - - - - - - - - - - - -
92
90
w
88
B6
L

N 16 0 1 go
0 50 100 150 200 250
Channel Dial -(fl)
.l. pa % slope rab0 long th n le in ratio -I- cid spacing (ft) p-P ratio
each
reach 0.17 - 250.0 (11.0 channel widhs) - -- -
1.0 10-4.8) 11.2 (0-27.11 8.0 (7.1-11.71 0.4 (0.3-0.8) - -
.-I 1.0 (0-8.81 11.2 (0-40.81 28.2 (18.5-301 1.2 (0.8-101 42.3 (33.0-59.3) 2 (1.8-2.81

run 3 (1.3-4.3) 17.8 (7.8-25.3) 0.2 (7.8-12.41 0.4 (0.4 -0.8) - -
glide 0 (0-0.15) 0 (0-0.0) 11.7 (8.8-16.51 0.6 (0.3-0.81 - --
E-fing Reach C
0+93.5 Lick Creek, Pool
104
102
C 100
0 98
96 -
w 94
92
90
0 10 20 30 40 50 60
Width
Bankiull Dimensions Flood Dimensions Materials
40.3 on area (ftsgl
b 700.0 W hood Drone area (ft) 4 DSO Riffle (mm)
1=
8.2 Ift) 8.2 a Parchment ratio 17 084 Riffle (mm)
25 an depth (ft) 4.8 low bank heght (ftl 18 threshold orain sin (mm):
4.8 max mod, (m 1.0 low bank heght ratio
21.3 wetted Perimeter lft)
1 B hW rad, (ft)
e.5 with-depth ratio
Benkfull Fbw Flow Resistance Forces 8 Power
5.0 velocity (ft/al 0.024 Manninp'a roughness 0.27 channel sbpe (%1
203.1 discharge rate (del 0.05 D'Ar -Welsbach Mc. 0.32 shear stress (b/so k.)
0.e5 Froude number 12.4 resistance factor Wu- 0.41 shear-II(Usl
44.0 relative roughness - unit strm Power IIbttusl
1 -29 Lick Creek, RifBe
104
102
100
98
m
96
w 94
92
90
0 10 20 30 40 50 60
Width
Benkfull Dimensions Flood Dim ensions Material s
87.0 -section area (Rsg.l 1200 . W flood Drone area 1111 4 D50 Riffle Imm1
299 width (ft) 4.0 entrenchment ratio 17 D84 Rfle (mml
2.B an depth (ft) 5.3 low bank heght (ftl 20 threshold grain sin (mm l:
5.1 max depth Ih) 1.0 low bank height ratio
35.8 welted perimeter (ft)
2A hW radi(ft)
10.3 width-depth ratio
Bank1u11 Fbw Flow Resistance Forces 8 Power
0.6 velocity (USl 0.380 Manning's rouohness 0.27 channel sbpe I%
32.1 discharge rate lots) 12.44 D'Ar-We isbach hg. 0.41 sheer stress (Ib/sg.ff.)
0.04 Frcude number 17 B sistance factor Wu' 0.40 shear y,al,chv INs)
52.1 relaM roughness - unit strm power IlbitVS)

98
gybed '-r-water s Lick Creek
rf +bankfull 0 x-section 0 Wle crest a pool ¦
run A
glide x RTOB LTOB - -
97 x + +
^ +
96 y .
...... ......... ........................................
c 95
94
93
w 92
91
90
93.5 129.0
89 ? ?
0 20 40 60 80 100 120 140 160 180 200
Channel Distance (ft)
sbpe M) slope ratio II (fi) lerwth ratio of s ac tt ratio
reach 0.27 - 180.9 (8.4 channel WI - - -
riffle NWA - 0.2 (1.8-18.e1 0.2 10.1-O.el - -
Dpol 0 (0-0.541 0 (0-2) 10.2 (1.5 0.3 (0.1-O.e) 21.5 (5.30999999999998 0.7 f0.2-1.31
4.2 t0-18) 15.a (0.00 .7) 3.0 ro.e-e1 0.1 (0-0.21 - -
olide #N/A - 3.7 (d.3-10.71 0.1 (--0.41 -- -
EAsUN Reach D
Lick Creek, Riffle
100
98
96
94
m 92
m 90
w 88
86
84
0 20 40 60 80 100 120
Width
Bankfull Dimensions Flood Dimensions Materiels
132.1 -section area in so .l 100.0 W flood prone area ffl) -- 050 (mm)
32.6 = o) 3.1 e,V...hrnent ratio --- D84 (mm)
4.0 an dePN (ft) 6.7 low bank height (ft) 1 threshold grain size (mm):
5.0 ax'd'M (fit 1.1 low bank heght ratio
374 wetted pa nmeter (fl)
3.5 hW radi lff)
8.1 widNdePth ratio
Bankfull Flow Flow Resistance Forces 8 Power
09 wlocitv(fl/s) 0.038 Mannind's roughness 0.01 channel slope l%)
120.1 discharge rate Icfsl 0.11 D'Arcy-Weisbach fric. 0.02 shear sVess (Ib/sg.fi.l
009 Fronde number - sislance factor Wu' 0.11 shear velocity Mal
- relative roughness - unit smr, Dower (Ib/fils)
Lick Creek, Pool
100
c
0 94 ........
92
rL 90
89
86
84
0 20 40 60 80 100 120
Width
Bankfull Dimensions Flood Dimensions Materials
147.5 -section area (it so.) 1200 .W flood prone area (fit - D50 (mm1
25.7 witlN it' 4.] nchment ratio - D84 (mm)
5.7 an depth (fit
" 8.5 low bank helpht (fit 4 threshold grain size (mm):
7.4 axd
(ft) 1.2 low bank height ratio
32.7 wetted Perimeter M)
4.5 hyd radi (ft)
4.5 wdN-depth ratio
Bankfull Flow Flow Resistance Forces 8 Power
1.9 velocity (fYP) 0.038 Manning's roughness 0.03 channel slope (% 1
273.1 discharge we lots) 0.10 D'Arcv-Weisbach tic. 0.08 shear stress (lb/sa.ft.)
0.15 Fro.s number - sislance factor Wu- 0.21 shear velocity (fVs)
- relaUw roughness - unit stim power Ob,TVs)
Lick Creek
1-bed -water srt +bankfull 4 x-section 0 riffle crest • pool ¦ ru c glide X LTOB + RTOB
98
96
94
92
> 9o
w 88
86
84
x x
-----------------------------------------------------
0 50 100 150 200 250 300
Channel Distance (ft)
Pe (%1 slope ratio length Ifll length ratio Pool- I spacmd ft ratio
reach 0.08 -- 252.4 17.7 channel widths) --- - -
riffle 0.062 (0.032 .0.003) 0.8 (0.4-1 2) 31.7 (309-324 .) 1 (09 -11 - -
pool 0028 (0-0.055) 0.4 (0-0.7) 36.7 1362-37.11 1.1 l1.1-1.1) 93.0 (79.1-106.8) 2.8 (24-3.31

Pon 0.30 (0.073-0.84) 4.0 (0.9-105) 18.9 (0.5.27.3) 01 (0.3-0.8) - -
dide 0 (0-0.13) 0 (0-1.e) 160 (11.5-23.1) 05 (0.4-0.7) - -
Evsting Reach E
1 -25 Lak Creek, Pool
102
100
98
0 96
m
? 94
m _ _ - __ - -- --- _ -
_ 92 --
w 90
88 -- -
86
0 5 10 15 20 25 30 35
Width
Bankfull Dimensions Flood Dimensions Materiels
13].] section area (M1SO.) 100.0 W tlogd prone area M) - D50 (
mm)
26.0 viAlft)
N 3.8 entrenchment ratio m
- D84 Im)
n do (ttl
5.3 a 7.6 lbw bank height (ft) 4 threshold grain size (mm).
6.6 meat depN(ft) 1.2 low bank height ratio
30.6 wetted perimeter ffi)
45 hW radi fft)
49 widthdepth ratio
Bankfull Flow Flow Resistance Forces 8 Power
- velocity Rbs) - Mannintl's roughness 0.029 channel slope (%1
- discharge rate Ids) - D'A-Weisbach laic. 0.08 shear stress (b/Sg M.)
- Froude number - resistance factor Wu' 0.20 shear velocity INS)
- relative roughness - unit strm power(IbttVs)
40 45 50
0 +486 Lick Creek, Riffle
102
100
98
c 96
i 94
w 92
90
8e
86

0 5 10 15 20 25 30
Width
Bankfull Oimens- Flood Dimensions Materials
126.7 section area (ft. SQ.) 120.0 W flood prone area (ft) - D50 (mm)
26.1 width 161 4.6 enbenchment ratio - D84 (mm)
4.8 can depth (ttl
" 7.1 low bank heahl fftl 3 threshold grain size (mm):
6.1 ..c
Iftl 1.2 low bank heght ratio
32.6 vetted p Star I)
3.9 hW radi (fl)
5.4 Wdthdeoth rata
Bankfull Flow Flow Resistance Forces 8 Power
1.3 wlociN (fVS) 0.040 Manning 's roughness 0.029 channel slope (%)
162.2 discharge rate (dsl 0.18 D'ArC*Weisbach hlc. 0.07 shear stress Ib/sc, I
0.11 Froude number - sistance factor Wu' 0.19 shear velocity (fbs)
- reatve -1,hess - unit stun power (lbMS)
35 40 45 50
Lick Creek
'bed -+-water s rf +benkfull 4 x-section o rdfle crest • pool ¦ w ?- glide X LTOB - RTOB

98
96
. % ...........
............ .......
..*
+
Y
X X

c 92

i 90
W 88
86
46.6 125.0
84
0 50 100 150 200 250
Channel Distance (ft)
slope f%) slope ratio lenoth (ft) tenth redo ool- ool spacing (R) p-p ratio
reach 0.029 -- 242.0 (9.3 channel widths) - -- ---
riMe -0.053 (0-0.74) -1.8 (0-27.21 10.3 (3.7-17.61 0.4 (0.1 -0.7) - -
-1 0.36 (0-2) 12.4 (0-99) 17.4 17.4-3091 0.7 10.3-1.21 39.4 (11.1-79.7) 1.5 (04-3)
run 0.10 (0.0.43) 5.5 (0-14.8) 13.1 I7-21.51 0.8 (0.3-0.81 - -
glae 0 (0-0.761 0 (0-26.21 12.4 14.7-231 05 (D.2-0.9) - -
Lick Creek Stream Restoration Plan
Lee County, North Carolina
Appendix C - Reference Reach Photographs
Photo 2 - UT To Reedy Creek Mainstem Channel
Photo 5 - UT To Reedy Creek Mainstem Channel
Photo 6 - UT To Reedy Creek Mainstem Channel
Photo 3 - UT To Reedy Creek Mainstem Channel
Photo 4 - UT To Reedy Creek Mainstem Channel
Photo 7 - UT To Reedy Creek Mainstem Channel
Lick Creek Stream Restoration Plan Lee County, North Carolina
Appendix C - Reference Reach Photographs
Photo 9 -
, 14:1 , - Al ? :r.;.. -.. ,;Jr .,,.`-P:N.m
Photo 10 - UT To Reedy Creek Tributary

- UT To Reedy Creek Tributary Channel
To Reedy Creek Tributary Channel
Photo 15 - UT To Reedy
Photo 16 - UT To Reedy Creek Tributary Floodplain
APPENDIX D
Reference Reach Data
Reference Reach N1
1 -498 UT to Reedy Fork Reference Reach N1 RR9
98
97
96
0 95
'c
94
w 93
92
91
0 5 10 15 20 25 30 35 40
Width
Bankfull Dimensions Flood Dimensions Materials
227 section area (n.sc.l 100.0 W frond Drone area (n)
49
D50 Bed (mm)
15.2 widN (n) 6.6 entrenchment ratio 10 D84 Bed (mm)
1.5 can depth (n) 2.2 bw bank height (n) 23 threshold gram sim (mm)
:
2.2 max depth (n) 1.0 low bank heioht ratio
18.4 wetted oarimeler (n)
1.4 hyH redl(n)
10.2 width-depth ratio
Bankfull Flow Flow Res'IStance Forces 8 Power
1.5 velocity (fUs) 0.092 Mannino's muchness 0.55 channel Mo. (%1
337 dischargerate (0s) 0.88 D'Arcv-Weisbachhb. 047 shearatress(lb/sg.n.)
0.22 Froude number 12.6 sistame factor Wu' 0 49 shear velocity (lust
45.5 relative roughness - unit sbm Power (IbMUs)
1 +276 UT to Ready Fan, Reference Reach 01 Pod
98
87
95
s e4
w
92
91
0 5 10 15 20 25
Width
Bankfull Dimensions Flood Dimensions Materials
30.3 section area In. so. 120.0 W flood or one area Ind 4.9 050 Bed (mm)
16.8 width (n) 7.2 a iVenchment ratio 10 D84 Bed (mm)
1.6 an depth Inl 3.3 low bank hephf (n) 26 threshold Oran am (mm)'.
3.2 ax depth (ft) 1.0 low bank height ratio
20.0 wetted panel., (n)
1.5 hyd radi (n)
9.3 width-depth ratio
Bankfull Flow Flow Resistance Forces & Power
1.6 vebdw (lus) 0.092 Manni-'s roughness 0.55 channel slope (%1
48.0 discharge rate (cfs) 0.86 D'Arcy-Weisbach Mc. 0.52 shear at ess(Ib/ao.n.)
0.23 Froude number 13.0 resiatance facto Wu' 0.52 shear velocity (lus)
55.2 relative roughness - unit strm Dower (lb/Ws)
30 35 40
UT to Reedy Fork Reference Reach 01
"?-bed -water sA --*-bankfull A x-s Wn O riffle uesl • pool ¦ run L glide X RTOB + LTOB rer berm
97
96
95
c 94
> 93
w 92
91
90
a y =.0 00772+ 95.431
Y + R =0.&167
..................... .........
122.7 145.5
0 50 100 150
Channel Distance (ft)
sl o % slo a ratio ten N n le nth ratio
each
reach 0.55 - 2320 (15.3 channel widths) -
0.8 (0.22-1.1) 1.1 (0.4-21 21.5 (4.5-41.1) 1.4 (0.3-2.7)
pool 2.2 (0.12-111 4 (0.2-20) 13.6 (8.1-22) 0.9 (0.5-1.4)

run 1.2 2.2 4.1 0.3
glide 0 (0-0.42) 0 (0-0.8) 4.2 (31-4.81 0.3 (0.2-0.3)
200 250
40.2 (15.7-87.8) 2.6 (1-4.5)
Reference Reach 02
1 9 UT to Reedy Fork Reference Reach #2, Riffle
97.5
97
0 95.5
m 95
w 94.5
93.5
93
92.5
0 5 10 15 20 25
Wi dth
Bankfull Dimensions Flood Dimensions Materiels
7.0 section area (n.eg.l 1000 W flood Drone area (n) 1.1 D50 Bed (mml
6 B width Ill 14.5 entrenchment ratio 6.6 0846 ed (mm)
10 an deoth(n) 1.6 low bank height (") 24 threshold grain size (mm):
1.6 ax depth(") 1.0 low bank height ratio
7.9 wetted Darimeter (")
0.9 h d r.di (nl
6.7 wdihdedth ratio
Bankfull Flow Flow Resistance Forces 8 Power
1.d ?eldc"' i"s) 0.092 Mannino s r-hness 0.89 channel slope (%I
10.0 discharge rale(cfs) 1.02 0 A,,Weisbach fric. 0.50 shear stress(lb/sp.fl.)
0.28 Frouden.m bar 12.5 sistance factor Wu' 0.51 shear valocity(ft/s)
45.9 tale eve roWhness - unit sVm power (lb/fVs)
0-58 UT to Reedy Fork Reference Reach 92. Pool
98
97
0 96
95
u 94
93
92
0 5 10 15 20 25
Width
Bankfull Dimension Flood Dimensions Materials
12.6 section .,a. (ft.so.) 80.0 W flood Drone area (fit 1.1 D5o Bea Imml
10.E wtdlh(") 7.7 enVenchment ratio e.8 D84 Bee lmm)
1.2 an depth fit, 2.3 low bank hebM l
(n 29 threshold drain size (mm)'
2.2 max tlepth (n) 1.1 low bank height
tali.
11.8 waned oarimeter 1")
1.1 hw1 radi 161
8.6 Wdlhdeplh ratio
Bankfull Flow Flow Resistance Forces 8 Power
1.8 wbciw (IVs) 0.002 Mannid.s roughness 0.89 channel slope (%1
20.1 d-hame rate (cfs) 0.98 D'ArcMWeizbach fric. 0.59 shear seess fib/sg.n.)
0.27 Froude number 13.1 sisUnce factor Wu' 0.55 shear gal c,tv OVS)
54.2 ielady roughness - unit strm power OWN.)
UT to Reedy Fork Reference Reach #2
-bed -we r srf +bankfull 4 x tion riffle crest o pool ¦ r glide - -- -_?
--- ?- -
96.5
96 X
x
955 °- --
95
-O 945
94
w
93.5
93

92.5 58.0 709.0
0 20 40 60 80 100 120
Channel Distance (ft)
slope % sloe rau. ten I n le th rabp pool-pool spacirlt (ft) P-P
reach 0.89 -- 1000 (15.8 channel wtlths) --- -- -
M6e 1.1 (0.005.2.6) 1.2 (0.1-2.01 134 (5.8-18.1) 1.0 (0.8-2.81 - -
Pool 0 (0-1.8) 0 10-1.8) 4.5 (1.5 -9.3) 0.7 10.2-14) 30.0 (5-72.1) 4.4 (0
4.3 (O.OB-tt) 4.8 (1.1-12.4) 7.2 (3-15.7) 1 (0.4-2.2) - --
glide 0 10-1.31 0 (0-1.51
DWQ# Date Who Reviewed:
Plan Detail Incomplete
? Please provide a location mip for the.project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? . Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? • Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as . can be moved or reconfigured to minimize the impacts to the
. . Please revise the plans to minimize the impacts..
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because ,
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary .to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of -stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? -Please provide
Mitigation
copies of the application, copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC !H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
0? C-1
t v?d v
tom""
dwl
oloo olrc . V,-/" oAX-
( -To F r
rv" VIN r k/r- 14 M
ups L S
na'a a Kc a" s `?
Ir
K?e
Jy\'
oci
? c" i
?Jol CA-,
r{ 605 - s h
?. ? a.?uaunuaa
uiaouoo aoudmi oApvjnum0
Ls2upaaui uoi??oTiddn-aid tplm iuagsTSuoo uouvoTiddr a sI
sovmoov ioJ sBuTent'ip 3I0070 ?
LatCIUTn pus algBiMnt' saJTs uoM24TM pus ann io pus ursai?s a aiv M
.. ?urQo?TQ
soT4md uor?B?T?ry1i .
III Puod
saing sa ng
(usuxaipue-d tgnnnjn0 `ooTTured-rey `osnoN)
sonssT aouL'pTon-e/aoT?ezTtuTuty?
sdrm odo3 A&dSfl uo siaxuns,aou3ms ouTi-aniq ol aou stp pug uoqruTuualap puepaA6L
PuRialap ureauS
uoI
palovdun Vuai umo4S.
•aau s, s ;paau noS ji
Ili asnaId
•uoql6,n . a inoS aoj .ono ? % papjuA&JOJ Buiaq sl pajqaWjj3ajg aqj
(616) : auOgdalaZ
uBioH aTN ouu
qurn IkmQ 0-dSA& uosugor tmIV OUK
imia nZ:alTaoN 02iT, a:PTianV uax OWA
souie g olXx pus suajjaiS zaoy 02 vAk 14auiL g UTAO'X Odv : oZ
:14unoo
*)Ala
:au N 4?afola
IsiZ 3Iaaua
G?Jc? /tea
(J?
P
J
? ?.( ?'Yi pis f V
AA,
av?
k
/ Ca S 2U S?-? c S
?I e wr ?. ?,J ?'? m ?
?lA ?t
?v fvoJe
ij 4?1
'CAG??+°7'd A A,•I?! ? A"? y C!j `g r rd h-1 P-+ ? ?,, w 2.7 a-' ? ?
tzy?yym m y~m Y Y O C F, a' I-1 p a C? -
'000 0 'q AAA '-4 ,.? x y "'d CIO a O
o C•oO z M N ?
W. 0 01 CA 0 z >o z
b ,b ' ® G w r,
oxAVz O %W v
Ny?h°b rr? ?x x m It n "1?0 .I It °t It m -3 n
t2104 0q W /r r P J v`d oz ;P. 0-3 ad m ® I? tc z?
y. O cn
U3'ti Y v ?
W y ? x ?
0.43 ®?®1®.1®yI®.II? od ®.I/z r
C ?? l? Cm- Min ?? c Z b wt wt v C? I? ~ ? II
m ?y ®? rr® c?n® m
ro a zr xr?r ZZcnCrJ?JC?y,.? X3"'3 c rZ
x ?Q V A C7 d ?ad od d Cn ?? "F? n 10 b xz °zX ®®? r? ?? r Z -3
® y
WV ??
n r M n z M
V
µ.?
v J
?
® o °° ROAD ! !I???J!V!II!Ip ull!I!I!II!I!IGI !III!ICI!!I!Lhl!III?IP!I!!I!!iII!I!I!I!IiGI!II!IIII!II!!!I!II!
? ? N ? ? ,... .... I?I,Iminl??ll,;';;,II?!"y?l II':;•... ''4''I'IUII 'I
? g ? II " ulli? I„? III '. I,r. 'I I ,IIIIII IIrlgl?lll I•
O I'? Illlll?lllllr a I! I!IiIIIICII;I II III , . f .ic•. ?11i III Il?il? II I !' III
Cc)
40 . ? ? ?^ , ? ? ,,... .•.. II18lolullll?'°II luw?,lrlhl ylilllGli!PIIIIIIIii,IIISIIaI, ,.I I I? . IItill ; I;
I,II II"Ilill I I
$p ? 9 •^ s° ?. •,,,.. jl.' ii I"'?? Ilinllnlnnll„IIII I+•i•i ? IIII III II'Ihl!II,?I II O
b m ,,, Illnlll811,!I m11111hm 115}::' •IIII II,, I,I• N I
a _ `? `>• ? .I I „ GII°°°,...,?„ n° .,I,IIulll IIN'ill?hl. IIII!
o
ilf,;::'I?Ij i I,,•},•,.,I,I II I LII I
.,W?uvlt, ` p'I I
? ?avcuRe < I ? a16U1°' v °": - I I ; 91? ??;171aIBla;al?l!IIIV??II I
Q 1 ? ? I IElpf m••..nr I ..,. Ia'I IG III ? I
?i&IGI??I?iu??IVl?lililVb??lill?iV!Glliiil!lilii
o all;
% p ?1
90 ; ROAD
? o b
?oy1?
N
z??
%go-3x ? E-Z
nnn0 0?r
ozxd
Y
zr
oa>
z
yy>z
>d
> ?z
rv'>
Z .i>Od
?Z? 0
z Z
z
z.30 k?? a
A c' ?V
zr zyb ,§ r x'°39
(r ? r
tA IN)
1.31> r?A FH O ?? O
OX >
?d0 Z © O o „ o m o 0
z N _
la O m 2 Zo N
?C O N (b?? o O c 0
N F
N aD OD
O O O O
SEAL CLENTs PRUCT9 Prepared by REVISIONS
RESTORATION SYSTEMS. LLC LICK CREEK _
111 -1 ,G?NATURAL RESOURCES STREAM RESTORATION NO. DATE _
o C J ?4•• i RESTORATION,ANO CONSERVATION
s L o m °Illlnul''ll;l LEE COUNTY
LIM
N e > «` 813 _ {11156 TITLEI URS Corporation - North CaroNeo
? W N N tin
r^'., 1600 Perlmeter Park Drlve
TITLE SHEET
A/arrisvllle. North Cardlno 27560
N n ?N t? r 11: inl
TQ•PJi?E 99191 461-1100 /AX 49191 461-1415

0 O ?
y

d v x
n

z ?

? a
r
? V W
r r

o
Fs

N
M
i
mi

Ln ? a
i

n

m

r ?i
?i
z

0
J\?
a
A
T, a

SyEE ?
T ?
m ?
A
2
?\

D

w w
Q?.
u n
6 /?J
C /
?
S?
LO
v

_ ° a
e
e
• GI

sy ?
FFeT .
/ 5
?
N
°o AO
c-a?
o

Z
tl I
pN
O
i
O
O
SEAL CLIENT,
RESTORA
TION SYSTEMS. L
LC PROJECT,
LICK CREEK PreXred by REVISIONS
+h ,,?tix GROG;.,, NATURAL RESOURCES STR EAM RESTORATION NO. DATE
o N ,a'??••'"pSSi'. •., RESTORATION AND CONSERVATION LEE COUNTY
S
z < N = TITLE, URS COrDarofiDn - North Caroline
o g " 4 f CANE ?s? 1600 Perimeter Pork Dr"
$ SITE MAP llorrl svllla North Cordlno 27560
TaM* 012 49191 461.1100 PA% =9191 461-1416
T '?O N N C T ?? ?
m
3 9 0
tQ
N m? ia? C
E o .? 3 o$ 0
i 0 S A C -4 O O
ON« W C O
3 i
= I i •
o. ; I
i I
e i
??y(
?I
W

0 =
O N N
3
p

D n. to
_
1
0
^
Q . m tD tD ?1 J
S ,

m
2
0 a
y

0
v7n•sm?n?? 3 ?? H C
3 °o_ ° o. c 7 ti
S. ma
m 0° 3 3
0
i !
i D
i A
n
C
I
U -t D x •o NO 0
G 4 ? T? T C O - 7 7 O O T Si
3 - u°i 7 N 7 N N N l0
?? m m m m A m W m
o. o. Q.
CL T Cq
rt
?o " A c ?? c H N cc) o
0c o ooa- ma
0 o m m° c m W o
d rt , Iv
c c e o$ A w t^ •o vJ
06 - a ° °' m ° 5- m rD ?7
Q
o ' - c T n
! i o
• ? i
i I 3 R7
v i ;-00 o -moo ?n c ;00 ;-Ou v A e 0 c
5.5.03.00
rO? 3 O W 7 A Z C N r
m m m W m W Yp m \ 3 m O 7 S
Q. d O. d N '•• W y r 7
o. o. °° A o°>> 7 r W° b
W a 0 3 n- S. 7 7 0 3 3' W i
W D O. N 7 W Z w i
Q- n o °c x W i 3 a
c D. tD i
T fT
7
°c a m m 'b
O
o O
6. oc

I
I
I
r:
I
ago q01
N N N N N t, N N N m• 7
o. n. a T a A m ?. 0- C- oe ?e o
-v -I -a H A O ?o 2D m 1 0
O
ID 0 0 (B
3 3 3
3 3 •a m 3 0 rt 7 rt rt -°i.
2. 0
h 1
+ w? `? 7 ? n 7 O •a O O ? ? 7'
C ? p A W ? m m? K K r? '•
Q p O W ?C r 7p
' 7• a 0
n T1' W W A
O O
pm m 2 O
W
m O S S i
3 O O O7 i
3 3 °
IIII III
?m m
0 o m o v m m m m m ' rm
p ^ u^
0 s o o s •?
CL 06 z z 0.
W 0 tp m O tp tD
0. a Q. m m
a o o W s
I -00 A
'tl ? -I ? -1 eo ? N_ S S S 7
lC W (? ° ° 0
tD t0 O 'O O ? a' '? O O 0 O
0 '03- 0, ? S S tp .y O
s 3 0 0 m w
A A o.
o?06,agrm0
Or io c to
W -
N V1 I C i
C C m
T T ...r !
l
i I

m S a m m m a; y
y
0. •9 tD 7 tD 7 0. °
O ?, ? 0 7 o f
O A O C ° 3 rt
S_ tp c N y
O m tD H tD .a O
m O 0
m ' O W
? o W
a m
r m•
0 C
T i i !
i
I
I
• I mm®o??-0-
i
I
1
!
? 70 f 7O N
O

• N
7
Q.
'?1
p a 09
rt ° 3 C)

°•
Q,
m c
t°c
0 a

N w m p„ S m
D o g 'c °o ° a Z 0 a o.
i c- c A ?° (7
CA C o o a y
O
S ?, to 7
W Q c° c o O
0
° 1 S Q _ O
C
W n a. c
0 -
° Q
n.
T
C.
0
I ?
7 0 0 0 C C y W OD' O O b• D D W W W >
r O D O O D
ti ( • < -7
7 < O to i/f
to p • 0 4) - N o ' fi i9 A rt
T

y 7
O.
?•1 -1
-{ ` ` T
7- tG
7
a
a
N '
?
Q "I
tD (D
p ?
d
7
a. ?
7 a
O 0
W
a
O a
7
C m
•?
•?
-?
f
E
70
-?
? N 7 C O O O 7o p fD p 0 tD O tD f0 tD
W
O
F 7
W rt 7
7C" 7 p A O O W O. 7 N
N
G Q W W O. Q. W rt - tD °• Q
.
O Q. W `
c 7 3i fP LLT 0. N O p"' Q IG N O O. CS •' O. O. p p O
7 CL ?' tp 3
O

0
e% C
c O

O. 0

N N

N
7
O.
`Z

i
7

Q.
4)
(

W

v

•
C

C
(
3

w
_

O
° ° <D 0 f0 S S :
O O
O N
A 3 T
7o
G1
C1
T
_ i S
`
4477
C
.
7 7 C C) 0 °- W m
° i n
O
7
p p
a
C
ti T
W
O
O
W

m

v a

a

p

2 ,
?
tD

Q. .

° Or
0

0
A
0
CL

O

0 r

0 7

I

G

?.

a 7

m rr

7
'

tD

0

-. 0

a- •

O.

O

7

r
r
W
0
- N
tD 0 '
rt ^ to to tD p.
C i r
m ? C I 0 C ` C
i W ! i in S W T i i
W tD T
0 ! ! N ? ! ! .:
I
I r
C
m
i I '
I .•.? -
1 I in
Y I
T

0

9 a I

?

®

0

O

•
!
!
I
d
?
q
I
a

(E ®

o
I
I I.

®

O i

a I I

©

®

©

Gt I

b

®

0
X
I
n
0
z
m
Z
O
z
D
r
s
Z
m
m
C/1
W
0
r
N
II
O+
IO
?J
ti
Zy
O
h
0
A
f?
®®
00
Cl/1 ?
SEAL CLIENT, PRO.IECir repot REVISIONS
r o sunup RESTORATION SYSTEMS, LLC LICK CREEK
QQ m ~ o?;1'A uR01 f", NATURAL RESOURCES STREAM RESTORATION NO. DATE
?n ? "ESS° RESTORATION AND CONSERVATION
°o o to - ma °° LEE COUNTY
.Nt"n TITLEt URS Co7porotlon - NorthCoroUno
CONVENTIONAL PLAN 1600 Perlmeter Pork Drive
I?
c
,, .h EN ?•??w;,•°' c? ItiS,lll,? SHEET SYMBOLS Morrisville. North Cardlno 2560
upnuna?
TO.EP640¢f t919f "i•ItOp •A% 9 919f 461-1415
HUFn
xxxxxx
x
O
v
p
y
m
N °
D o
r x
a
n z
= z
m
Z r
m
r
mm
C Tvm \
Z 1Om `_.
som
r
m9< X f.
?ioy-1
r Ia N
0Dr o I
vo0 s
zoo z
(a rz ° I
N ?
orx I
zmN
fA 'n T
m
r
m

•nm00w>
co W W W W W
DDDDDD
m A N
O .N 0) C)
+ + + + + +
O O co 01" 0
000) 00
ooomoooooo
000000
r
m \
T
c
r
r
w
v
S
a
9
m i
m
m /
m
A /
m

w \
rmm
r
N 4l •a? fT'
•f •i m
gg ` a
z
9 9 M
I ?? D T
i mm r g m
iZ
Z
y rA m
rr r
' N
1 ? T
V1 m T
! ?s m
1 xZ p
i ?A Z
pmp
? S 9p
1 N `fl
i o
m
n mr
? s
E c
9
IF
i z
a °
T
r
m

a
m
x
A
D
D
c o w OOWN
O
2
Como CDO
r
N
1
y
y y W W W W
DaDDDD
m m N A N
W AAWfA to
W m O N T 0
yyW WfA
y x S S x S
xmmmmm
m?-mi?mi?
m V m 01
fOOmmmm
OD 71 7C 7C[[
..4 mmmww
I
00
z??zfy/1 Z
m m y f TlOy co
cm,
v
z ca ;K
-irrrff
?AiAnClrr
•C-1 C1 C)nnn
?sssmm
xx

0

y o
m
m
v
• ? y

yr ? ic r c
n W p N 9 Z

?o?om
sN
rc? °
m
Z
m
o
mom
c
N m° ? m S v
m
N
mDm N
W
D D I
r m xo.?+6r f-
Dco
zog
= mo .?

? N
Z
r a z m
(n m •OTm ?
IT1 W p .f m
A
? T

H r
m W o
Z s n

°
N m
r
T ,?
n p
Z
M D
Z

• 1
N
T
T
m
j g Ho
r- C,
(A m
ch r-
-j Tm
z
0
? W
r?? r
W G1Zn
vmz fyii
ooom
zzm -f
9 -4 1 O
W co n y
cm 0m
a °rm miO
m m D m z
z o.i+o prp
W OZ07oC
N
oz
Z N =
x -1
m' o
9
N S
m
°
N
p
Z
W_ F.
0 Q)
It -4
z
0
m
W
r?i r
W0 Z 0
??OZai
ooom
m 1 m q
S ? O
Wymy
W mom
D °P Om 1=0
m m D m
z o??•+vr
W Z0
O 7C
N
O Z
2 N -f
=?m
m•
v
N m
m
O
n
O
z
N
O
?m
-.1 CA
00
m
n c
00
Nm
zm
m?
N 1
N
°mz
T D
-f s
m(A
! m
m
aoi
mN
9 Z
m v
v

c
r
r D

? r
r
N
z
° m
x N
a
m x i

o c z
x s m
C

C

C ZZ
?

i r
C :E
x
A
P
c
C
r
1
m
x
•n
r
r
I
o 2E
W
D
p
m

.y+ ? D c
; m D
m r S

m = m ?
H
? C')
N
r

p A m N
A
a ?
w b b " m

N A fA N
A
m M
r. H
O
w o o m Z

N
Z
N y O
0 O
0 O H
A ? D -n
D 'ti
r
W ETI
N y m O
l °
y fD O O
N Of V V m
fn s o 0
r ? W to -n
O A O fT
-a F

? N r
O C ?I
r
Z
? s m
r <
9
O O ? H '
'm
fm
0
0
rRril -f -i
?
r
Z
m x s x m 1-
C
<z

W
m fn A o D r- rt
O N W m n c,
m
W r
o fn A o m
o N fn W m ?

m N G
G
°
A C) O . z
o A? m m r

z
19 7
D
c
>y
m
z
T
m
1
A
? V f>1 N °
m V O W
A
N m W V m
0 o in of
01 N -• O •n
W o io io
cl)
-4 c

m I ? mpr
H
p >C N
C
c z
-f ;Z m r
r
v o f ?-+

m

o x x x m
F

r
o n
y y A D n
O N N O n c
Z

m C
tr fn A W
O m r s
o N UI m m

N 1
2
A m rr tb C'1
O A A m C'1 1'

,a fH x ? y
I CC' = z
n
W 2

m -'
vo c
?
N m r
r r
zm
W p
i? cm
.ice f m c
g
z -
I 'i
x• m
?9 N
° z
? 1
m -
i T

tiz
c? m r
i
N
m z
o a
m v=
D

n
x
vs
A
m
?
m
I
71 CA

W
N

T

C
r
W ?
? N
9 =

y D
s x
m ?
z
O /
b O y m
? V N N °
O V O W
N f7D fr V m
N N E O T
V O fn fD ,
lva.&i LEE COUNTY
SEAL aFNU
RESTORATION SYSTE1AS
u
c vrtalecTl
LICK CREEK Prepored by REVISIONS
.
.
NATIRtAL RESOURCES STREAM RESTORATION NO. DATE

o
?
?
!"
; y?F•PE55%'•
RESTORATION AND CONSERVATION _

flTl& URS Corporation - NaYh Cordlno
1600 Perimeter Pork OrivB
TYPICALS Yorrlevllle, NarthCardlno 27560
Tp•lPFglE 1919) "61-1100 RA% f9191 461.1415

° j Z D n,
2 00 r-
-'1
0
T
m m V.
.1 N 2
m mr ? m

°
M o
z F,
M z
o
m m= N
\ 9 m
0g mm >1?11 0
mm
s
? i-1
ma mt9Rn1
C s-4 r
tHis m
1t
ty
C
/ D_
CD
m
W DmD?
Zw

m
v 0
o ?a aHma " ?' A w NJo
CT \ fv rorimm
m
= r0 mmmxmT?nvg?m D
XDXmmONN M{?rm
M(7M
C-iZ
-1 te
..
°
c0wMz
m
l

'
r
v
•
m
-I
Im
E
l
sv 1-1 -ID cax m xmm
OO -I ?Ii?DmmZr N m
n m-1 vm
\ ZZMS z

-
NMM y? m m o
zrzc? I
H H

Q
0 = O
M {
m
_
v
Q spy ?,
clrclc<m -1oH?oH z
z
m
°O
c
z
z
n
o my
g ?---- x
0
2 7 m CO) N
°o ic
ic
c
mv
ic
iai
m? omazm cros
w
e==
A x
4M
Qa
I °
r -
n ? c
/ m
?so ?cmz
yo
X0 sz;mOI m1 Momm?zHSO
?Sy?+ 4w1
,I rtn m
DW o
'oom D m -1'n mN-locr 7oa zzmmv-Imcmm
m
m ^
w

'^^ I r ?
I mp

mm Z
7T

H O c

z
"n T
_

a r

G?!/J fAOC-i
, m=Mrmm y
DZ
rr
y
x zm O m r S
0
?
S00
Z

(
j "
.
D
VJ
m Dm
II
l ys <
Dm C

_--0
r'?
O

Z <
T I O

? O m-

D
m

4-

D -i7
0ZR
10.
•iO
0 -tOmn1-1 MOM' vmvrzmnim
050
. ?. 20 m
-{ r• ?iDSm m-Im 5m
0
rm=< mm --I ca m
r
-
O

0
/?
\! I $\
r
v 4i
mm N?
Or p
?
zM
?
1 r I
9
m ON m -i ?D D
8 m
M
w -4
-1
Sv rv??mm D
°?5 Z
?1
C4
{ O

o N
-1
I rD
m
zr „
.,
m p
O
-1T

>
T
(/1a
A
2
?
mm (A<p
Z O• m Om
< O
<D
ax
c
N Dm Dm
mm =v sO \
Dx m
m
rl
pm -n z0 MDm OO m5 mr-1
Q i?r mm D T r0
C
g °o =<=r:1 .x.;m xr m_D5mc2 D

Z
I
zr
D
gw
mm
X0 Om z 0 mm
oDm?Dx <. cm2 i? zI
mm m
n-I
-
?
m
1 z Na nn
° m0$
cc =r my a
i z€zo
m
M
: z'
;Kc m
'Re
H •- /
!' -
rr-s T
szai mm Dm m°-osm
<

mz x
?
ro
r --
m
- CDmm -i
0z5mom?f1 y r v (AZN•
?? m
p
T

vsm? g
r-
'
m ° 0 zM '
0
D O o2r o 0
vw x

N
o n fv
:E 5
m
So
.
rM rr, mo
_j
Msym a j
xv c
-1 0 W
?_ r 0
m
°
R m m
.
nO
0 n
<?
D m
SC°y _ a I r

mmH M

T _. I
y
m
°
=44
8
3,0 d r
X -.1
g
M c x
n
x
N
H
r
r

g ,n
wm
05
D1*'n
SHO
sMr0
m
5
<
NXwm
Mm 5 -n
O DZ
m
W. -1 m m M m O> (T A !J N- Z
0
ozF r
TmM0
m M M m
5 ? mD r C
m
° zD It
tn ??mow
V
°
Dm<rmmm5mnnvpzfm Dm
m m mm m ?l aS oXDxmm NN H{ rm
l1D?H()N(7 $izo-I r..
o
?mo? ?. c m °m V? 1
no r 5rm m7Cfn-i -1 m =?+m
b2°c?ovN
zbmmzr m
or <•••IT-a
-
xc m
m
m
z r H 5

0
m
m mr T
O rrrOu
0-t
DDHNNm{AM
r
r
m
-
:
u
i
m"'1"1
0 9
5
m p?
z.. 0 m
TO2
DomzzrzGlM -1
m0
msmz'n r-a mG?r .1?c<m?oMSM z
m
Z
D
m
z
c
r? mx Dt+ {m 7
cmt
i t
Cm?
i?G
'>cy
m-a ?{{D M<'
2
m

am
M / v

N Z9
o or

o vr- am-txm .
iv9 -Iai0 -
40MCm D
Z
Z
=M= omO<m-t NOmzzE Nmo 5
Q / x

m
-{'

om O
D-I
5 < 5a zz5c?o-Imcm
m
02 omo
mmM = r°
M
M v
M
/ w rm ?0 OM52
T
om9cym_ -ImO -iZ Zm wh
T
O
r
0 m O
0 , 0?1
m ?mm
S{{9?m0
0?0
?.+c AD
H {CHONC Ommrzmmm D
C7
M •I r vm \ <
m =Z m.y r
5m r
mH-rOGr ZO mmTDSm m•im
N M\ D 00 D2
-IW
m
m 'S r
pp
<m0? m90
m
S
{

O /
c
Z l
5
J 0 2m
X- 47
m2mrmm
. V
T.
m-
i
D
-ziomm° Im rM -imz m ?tRmSx z

Z \ o
m n

m M 050 zmcam{ a <Dm?DC -I
Soz-10 am mm2rc? m
D
? my gm -i Clmv?m 00 ma mr-1
MoMvs m ?cc mMDS c
E
Z
i m -n 0 >0 W
0
MM
?
c M
D ? z z zu
rm;-
1 0m
,
y
o
z
I m ? y m-
I S5m N cm vrtm
im
il
zo ?,
a
mr mm c cM--i

D '
-n
m \
`
\
\ M

N
H
N 1
r ' 0 0
y< mN nm •m-1 0Cc)-Z2
m
i
cl
oDm-rio
Z
T O
Z
O
I r m '\ y
?1
Z +
l
z
r
m
X
X
T M m-I r VG)N
TH
M ' ? \
'n T m
O or O O
C
m
Z
0
r?
5 < n V m
\ '
C
0?l
I
c mm?-mi °
9
9
D N 1 T \ 9 ?O5r
iT[1
i S

m E o M m m C C, P;
H Z m
2v T

M
m
5

SEAL CLIENTI PMACTI PreMre0 by REVISIONS
RESTORA TION SYSTEMS LLC LICK CREEK
A I mot;-. .
NATURAL RESOURCES STREAM RESTORATION NO. DATE
0 s''•??E 'SS"'•, RESTORATION AND CONSERVATION
o
N
a
m
lilt .n ?
l ' LEE COUNTY
s
y p to 8432 TITLEI UR$ COfQDf01/OA - North COfdl/)0
4 m N '? '
`?'
?'' : oq 16M Perimeter Pork Drive
q o o;!!?`
?
.FEN DETAILS Yorrlsvnia Na7n Coralno 27560
uumnlg •• TCUWN PE 19191 461-1100 PAX t919) 461-1410
D m < //
A Z N
S
pm 9~ / OH
O 'r011 O?
N c
r G?
i Dr'
v
Z pL.I oD
cf) -I Oct) MMZIz
? D r°n ?y zo$ Io oZ o
CD M M 48 C13
O -I -D4c D ?
r' z°? ?
O ofC - D I ° or OD ?Dg \ s0? ?N .
p? _ po vv == Cp
•;°n z Z m \ z ?0 OG7 ` ` mm ?? ?9TmmzrO yOmTr M mu
m $ 'I lpN $ ?I -mdm fnW "ZH ?O ZZ oO$Z-0-0p; o^?oz
(/? 9 ?m -4 Ic m 9",
v o -i r? v n f? y
M.:5 C
-4 !c z Zz cmis?m? ?cDiP
OP n oP WI...I H ,CA m? mmm z
z
Z = Z Z r zCA coCAcnm z w
??n l? y? H ?L? Z WO
cn D-(• m'S T y >
Z Z D ?0 < o F ^C A S
Sm
r??9 Q
N y ?nm < V $m g;on
F+ pS (A -•1 07
Mm N9 mC 2< cOmhr-mib DO• c
(/+ G ?;i?T m z -Ir>rmc <D m
$ zN O
M0 ~~Im m ygzm-4 _? 00 0
NN ca
/ ?, / 99 ?l p 9
HI T wy-Im NN am 0047 m-IF $ 0
pp N000 (00T 00 7 i0 •"I9
O O Nx1Tr y-ir Tf$
Z m cmiDTm miD-°4Im r r F...I o1
m? y ?0 cm?rtr1ftm mm z In
? Z-4
n-4 CD
m
< mm=0 s< mx0 =m r c -11-1
C -1231 zN f/170m d2 [7 zN ysm y? ?Y
-40M OR -400m -IP Mr
z- m- c-I? ;; a mf c-I? I sm Zr
y > n
-mlDO sm moM m°zg ;m m m
M r-0 z m 0
cc= r giz -ar °z zz$ 1 m ZO
?g Mz
_Js
y ch
CA
;iD
0 tN7t
(nor
zvco ?SIES? \\o
m D 9? ?? \ \
=o
SEAL CLIENTI PROJECTS Preaored by REVISIONS
o RESTORATION SYSTEMS. LLC LICK CREEK
11 or ,, NATURAL RESOURCES STREAM RESTORATION 11,10. DATE
° °OX8 ' R ESTORATION AND CONSERVATION
0 LEE COUNTY
URS Corporation - North Coro/lna
1600 Perlmeler Pork DrAe
1J2 'rffp-eftINEI, i;;Li1p° TITLE1
m 6\ J 14. ?I,..i..
o € N °o?,?11yc4;:?? I,N V?IG?ill DETAILS uorrlsvllle. North Corollno 27560
TCLIPPOC 49191 461.1100 FAX [phone]
0
in
0
o >
m
i
N
N
C
W m
I I
A W
! / I
?--?
m a1
co t M
co -0
0
0
^ t I IT
?o it i 1 t a on 5". mm
(A ! I I = W
X to -?
cn \ ( I I ( x y
I m?
fA D I I "" m rn
1 I r ? 1 -. D
H H / +• ? ? °c I I ? m Z
m S m I I 1 ???
Z $
D I 1 ?oZ I i 1 1?_ m IT!
m I -i
M. r-
I I ?? D
e n-+m / 1 r-
?, m
O m / N N
I I / v
t ? t ? y
rarr ??/' `? °mx
I 1 mH mo
N = O O m O O nm '-
-zi v
'n >C T O
M
D T Z T D
Z m Z
co
c
o x
? D
0
in
N
6TT Z?
y
O V
m
m
v
-n
m
WE
mz a ?.o
co)
o?
zln
m01 Q° O ° 0 0 m>
77-
wz n po00 0 0 0 °o
0
Qo 0
C, cams 0 c? aN° '1 0O° 00 0q00 0
M x
o 0 000 "O. 0 0 °
?z-1 z c? 0 0 0 0 0 °
w. mm m °° 0 0 0 0 0
g 0 0
0 OQ0 0 0
?m 0 Q0 0 Q0 Q0
o00 °0 m
M ° o Q 0 z
\ mm ? ° 00 0 0 0Q°° °8 O
?o Q 0 p 0p0 00 oo1 m
vv ZT
-0 00 00 0 ° O ° 00 9x D
v ° Q p0 QO °QO O Om
0 D 0° °O OO 0 o 9T
m 0 0 O 0 ° 0 t0i?z
W .
F 1 Oy roc 0 000 00 °Q 0 0 00 'nm r 0 O p pO o O r zx+ m
m H = q o 0 0 0 Q00 0 ?- x-Wi
rn r 0°°p°D Oo p 013 mw
oczi y D
71 0 1, 60 0 00 \) 0 m=
.? 00 O Q 00 0000 0z 0
0 ° p 0 0 zr
Q OQ o QO°000 mz
6° ° 0 0 Qo4o < Cn
01
o° 0 ° ° ° 000° H
p0 °OQ o 00 00 Z
0.5 ,o, s ?o o° O 0 Q 0 0 0 13 o (vQ? 0
my D ? g00 0 o° Q 0Q 0 Oo ?l
I 0
> X Q0 Q ° ° 00 0
0 °0
to ? 0 0 cp 0q0 0 q0 ° X 0,3 0
0
SEAL CMTt PROJECTS Prepared by REVISIONS.
RESTORATION SYSTEMS, LLC LICK CREEK
* d?1N uRgl?2 NATURAL RESOURCES STREAM RESTORATION NO. DATE
o R ?0•''ESSi' RESTORATION AND CONSERVATION LEE COUNTY
y, w u
1 L URS
A. tA ; .?? .t?_ 8132 `It= TITLE: URS Corporation - North Carallno
° N 7t 2 N p?Jy`••tlrt$fr ,?! 1?d? 1600 Perimeter Pak Drive
DETAILS YarIS01106 North Corollna 27560
N Qqun,npU?
T0.19>F0W 49191 "1-1100 FAX 1919> "1-1415

D
0
Z
z m r

D?e? .
.
nlm
VI y?D. F+cY
Z
?ZGE C

P. W N.,O 4M H S9 T
r C .r
H
N m mv m - m ?
D 9
-1oS DF+ rr
•
T
Z i
T
H X Ill
m
m c
i
r
N «
71rS
TC
mm
zmN
?
° i
ma y
D O
m O 0 Cf m
N o
?
l
5§-rn8lH.DD ° vii mt8 r-

H CA)
c
c M

o
nmr-qmm,mm r xnc < m n
' "'I

m ° D
N 0-4 0
? co ch m -.4
COS
m
/\
O y
M ??
rr+T
D
e
Z
Z rr
t<1 -4z .. M C //?
07 9)
m
?? yN °
S ?
c
D? mXmm r
y l
?
D
v
C
m
I m
D
= zt

m -
- -I - --
c
?w
s ~ ^' H
c(n
n
.
AF zoz?? w r
r

H ;_..?

)rm
G)m
0
D MF
•
°
g "
< o m
D
A 0~
m ,
? X
co
•
m
z
D
M
M m°
m m
M
M

lu
r
D
z
N
IT!
m
n
H
zz
W
I
"Em
= M H
Z ?
? go
P.
o °m
w r°
..m m
?D
m
x -n
Z4 r
o? Q
O
v
N I r
T rD, Z
1? z I m H
zi Z
"4 U m y -I
mE n m
?CA
? D N w C7
S o T m
z .4 -0
Z p
D
1 ?
Z?Z? I ?X41V
> <O C(°/1
D ao I r0
?m
z ?n
mz
pm
SEAL CLENTI PRO.ECT1 PreXred by REVISIONS
o RESTORATION SYSTEMSALC LICK CREEK
?N CAR
°,....?? ?01 NATURAL RESOURCES
STREAM RESTORATION No. DATE
RESTORATION AND CONSERVATION
2 tow RESTORATION AND CONSERVATION LEE COUNTY
m '?LEE COUNTY
TITLEt
m -s '" -? `,• z 8? 32? ' ` ap C! URS Corpgrollon - North Cording
1600 Perlfwer Pork Drive
4 c ° ay1yff`?C " Fo`d? 1.N, 61 a!I DETAILS YardSvllle, North Cording 27560
?4?1/l4Vjp11p? TOXM**H: 49191 461-1100 FAX (919) X61.1415

O!
m•
N
? A
m >v
Nrt
w N
m
d m
w y,
m r
?w
om
mn
?m
C
A

m m N
w
90 Nm
on
loam
0 *to
m'z
mS•
m
O N
rt'
mo
wA
A N
w
m A
6
A
Am•
O w Cwt
rtrtm
.r w
omm
mmm
rvom
mm?<
o n -°w
O'O
nom
m m .'+
m rF N
~ i
m f 7 W
1+00
01-'1+0
m n
O -h
mrtow,
no.a~
N A m?
m C 9 ?
-wz
0 w'0 ?
C01 + w E
r m
N h
mM7
O?N
gym=
1--•
mm 0 H
0A
N •0 :1
?0 x 't r,
00 2
?d 0h y
mrt am
?m mw r
6M N W z
f+ w L
art ?
< 4T 40
Q. ror r H
mo ' Z
CL 9 m
? r
µ n m
m n
m? m
d
a
7 NOO Dp9 '700 m 01???111•••' r 7010+
.
O AO-1NS OOm>•C
Ot> rl- Nrtc ow o. m
20300.0 wwr=.. ovx w
o= oams mrm to Z -alma r•vo
omw- me 1040 4T
rmm az mmcma mio°< n+o
m
11100 '1 0 ='a
7 N11 70 3? m7 H
CL
woew m0?9•`r z m°cc om.ri
so 10
m;0 a? mm z ?o'I W5
Grim z
m0 rrtm
F+mK Dm C)
art ie '<rt'Orr rtn Hsr H
=7°20 cm m rt0 m
.. V/ D
y •• A N co
0 =:E
0
h h m
m K wi W K
0
r+'f 3 N H ? O
-mia9~ mmm? <_
00Nm ?CL(D r 0
cwrt? 'm?-... v
m O w `C S
? 9 OO
n1 c
K 3100 70 m
m '000
m r zr
2020110
1-• .a r
mrr
m
W
m
m
v
r
H
^Z
Y/

r '
H -?
Z r
m D
Z
z
M C)
m
M v
o m
o
D
? r-
D c!)
Z
-i
H
Z
v
m
H
r

SEAL
.. CLIENT/
LLC
RE NAT A
A
R PRMCT1
LICK CREEK Prepared Dy REVISIONS

C+ ..
.....
'" UR
CES
RESOU

STREAM RESTORATION No. DATE
1 a N RESTORATI ON AND
n CONSERVATION LEE COUNTY
L" ` m s ?161
I
ti
m to . ,

,
?
?'?
7
? m
LEI
URS Corporation - North Cordlno
4 m c :? ?CINE?a+'??s
•°
?` 'la a °°
: u 1600 Perimeter Pork OrW
N •,FfN
ycw?:°` 1:16q? ?i; DETAILS Morrlsvllle. North Cordlno 27560
' ' TOM440M 49191 461.1100 FAX [phone]

9?m
ms
z0
0 CA
N
9
Z
z
cam N
1
mmm

1
-X X

mc :z ;c
--
z ..
z
n
0 N
M
-4 N
0
5
s 1
a
s
z z
N =mm
n

G)
°y
m N
z
z?
m
r°

m
N
0
z

Q Q m
ic

n 5c10zfa
i00?+5 Z
O O
= ro
zmmz-nN
os° ctj m
C/) C,.1 m'-If m>
17,
N
, m cl)
D
Z
_-p
O ? NOSOD n?
O C
r t7
m?

MG)m "
I
Q O cc
G
° °
v
° f
z
< z
4A m

~ r N
G x O O O
Z
C7

O
/
W
' ^
V
,
Q Q
Z
^^
yI
O O

Ni
'n z
-1
Ic
z
to
N
n ;
z
N
O
-I
-X X X -X.

$ mr
?

m ?rn

y MN

1 m
m ' SEAL
LICK CREEK Prepared dY REVISIONS
,,,,,111 "I,••• a RESTORATION SYSTEMS, LLC vnaE`Tt
Wp?•• NATURAL RESOURCES STREAM RESTORATION NO. GATE
o E S " RESTORATION AND CONSERVATION
LEE COUNTY
L" A
?_ ; 28132 3 = flu"Igl?;p'? MLEt URS corporation - North Carolina
o 1600 Perwer Pont Drive
o Ff w`?`'"61a O DETAILS Morrisville. North Carolina 27560
tl1 O?•• p1 yi?Y
Tl16FIOP! 4 919> 461-1100 FAX [phone]e
m Q
H
0
CAM
g?a
om?
?=a
0
s
\ ? cT
i
8 \
V
V
x / N
S
N o r )
N
L7
a
N r I
N T ?\\
A
m
II? \
w /
?\\X\\?? mom
Hill
m
a.
n
Z
s
m
m
y
v
I
I
?I
0

•m
I?i?? ?A?a=5

r
SEAL CLENTs
TI
SYSTEMS
T
R
LLC vAUCT1 LICK CREEK Prepored by REVISIONS
m ' ,?lpgmunp,?? A
ON
,
RES
O
NATURAL RESOURCES
STORATION
R
NO.
GATE
., ;.,
a??.• ESSj' . NO CONSERVATION
RESTORATION STREAM
E
c c N ,
_ I
m p pinnu LEE COUNTY
lin
TITLES
URS Corporation - NorthCorol/m
>R m 's?
:'l
`
'? • i?
' PROPOSED ALIGNMENT 1600 Perimeter Park Oche
° cl) o .
!
I
?,?? ???,
` ,
i
"r 4' ?iri•
111
1
86 Yarlsvllte. North Cardln0 27560
o N .ffM"y11NCa` 1
1! AND STRUCTURES PLAN
TIL6401WE 99191 461.1100 PA% 49191 461.1415
CMD
:D
? o v 1
1
I
N
g1.w
/ I Z ?-
I/
ar
I\\ •N
v
0
8 rrI w
s s l ` ,la
s? g?
NI ? S
0 O
N
m I J ?
il? Va
I C
S?A• 9?6
N 9?.
.i8
1 m i
1 ? ? eRgN?y
I NO
I V
IT1
/ Z7 $ a
N / 1I\ p y w
z> I
0 ? ^y^ sm Ca
m ?
o ?
A N ( x /
O y F s /
N ?? \ n
O 2 F N
o F
0
1 F' m F
o /
z F
s F
F
O F
F .?
MATCH LINE - SEE SHEET 8 MATCH LINE - SEE SHEET 8
° STA. 2186.91 LICK CREEK STA. 40.29.74 WALLACE BRANCH
SEAL GENT) PROJECT: Prepared by REVISIONS
o RESTORATION SYSTEMS, LLC LICK CREEK
NATURAL RESOURCES NO. DATE
........q STREAM RESTORATION
E RESTORATION AND CONSERVATION
a (nt pp iyp). LEE COUNTY
rrk
s ?,„ 84 2 f =: 5?6 l???lh I II TITLEI URS Corporation - /forth Carolina
PROPOSED ALGINMENT /600 Perlmeter Pork Drive
m N1 .al4.l:'?i .,,
c g 1,,ff i'ti•` I;; 4,; lrorrlsvllla North Carolina 27560
",,,!;;, • „ „ ; ., AND STRUCTURES PLAN rcurmole ) 919) 461-1100 FAX (9191 "1-1415
ggk?ZN?l `N
? O
m `,
I ? \
0
o
S
2
I
Z?Ob W
?d11d ??SL 6?N\, N ?
N?Nd?g ???HS
m
N;
Nm

N•
a
< < II

?i
Nom

s
m
/ ?gm
/ mom
=:m
m
m
O
yy "?
m yZC=1
nj
r
•v?
I A
S /
s 1
rgm \ I
AG? \ ?? 1
mix \
?s
a
N \
m
B•

A•
N
s
am
w
ma
Fix
s
,v
9
r
z ,.D 1
n
x
A

Ss
2
s
m
m
A
O
0
0
0
0
L
1a
1
142-

4 1/
<
JJ y
N O / . ¦
m /
z
J
IP I I
I
I
p;?
b0
m
?m
A
I.
cc co
f ? cb?z
i It
IH
STA. 52+29 48 LICK C EEK
SEAT am PROXCTI Prepared by REVISIONS
„u.um.rp RESTORATION SYSTEMS, LLC LICK CREEK
G ,,m.,N;wpNATURAL RESOURCES STREAM RESTORATION ?a. DATE
SS RESTOR
N
ATION ANO CONSERVATION LEE COUNTY
C ,Ta willpmw
DO 1 nnEl URS corporation - North Cord/ro
to .r: 28132 - hf.??l?prl
x?N •i:ilJ: PROPOSED ALIGNMENT 16W Perimeter Park Dr"
Q c" N =,''Jrf` t?NF4R'?t?`,•?
S y,Qfp ye/a? Ii16G?661 AND STRUCTURES PLAN Morrlavlpe, NorthCordino 27560
4UUngP T10I11PMOW 19191 X61-1100 FAX 19191 X61.141p
r`
m
p

A
O
N
O
O
A
O
0
MA I CH LINE - SEE SHEET 10
STA. 68+14.39 LICK CREEK
SEAL
T
ar
S
C
aeoJecu LICK CREEK
Prepored by
REVISIONS
N cw??•. RESTORATION SYS
EM
. LL
NATURAL RESOURCES M RESTORATION
TR No. , ogre '
;,??
%?• fSSi RESTORATION AND CONSERVATION S
EA

N

t

u

m ?
t
- n
iqa
?l?l
LEE COUNTY

LO
?
4324111 i
? I n?{
d wiyii
tlrLE<
URS Corporation - North Cordlm
s "
m " m ;
?''
`
s?= PROPOSED ALIGNMENT 1600 Per/meler Park OrAro
N •I
? AN
R
P Mordsville, NorthCorollao 27560
AND STRUCTU
ES
L TMJD*Cw 49191 461.1100 FAX [phone]
SNOISIA38 dq ye-a

Y ?

WHQ

S

03 J
J
Q
Q

6w

J

J

?
3
WO

Q y w
? w < m
m m O i ¢
F- JYNQ m? ZWy

000

3Z.

WQ

Q

QD
ON_
W y Qp
62 JU- UZO
, O

O
P?m , 0
S, 2r clrW 2
0
LOU a 3< s° wzy Q
c?
Q ,
W °Z U) 3~ OQ
W K
5
=w-2 J
-P
M 0
?m
Ze. 0 rF--• °
WJJWW 0r w
K mZWU-Zx ;U °~Ix-• C
j<0 - M
W
>L
J o
3 I
p
Q?S
W y<0°=~ Zy WwQ

L
d
J

ccl
?w? L
Om WaJ
L,
l m 0WF- =
P?- Zm? Q
LX OFQ =
y 0 <Z
<
UZZf
I°i
x
z W.Ww
y
YHy

BOO

wy j

QUJ

2 ,
a
=m
Q
O
I
-
o
Z
l-
3 ?
<L Y y2 y
w

N
J
QQ
Q F
W
O y
Y
0 ,,J ml-
Y
W ¢
m .w
°WS Z
?y< Z? w1- U
QQU 2
<
y UmZSmQ J
<0° ¢
WNH pmW O
WWp d? 0?? O
02WJ01-JU 2Z OUZ >
Jymy
-20w wm0
mZ > 2
26Z Zia
O ?ZH
0 UJ}QQx QQ ZO HQ O
L- >~
= P-Q W
w
0 0 W
m~ y J
J
U
Q
w
;
2
yd
ac<iaa JJO
1522 CUx
<R--
da WO
awr- ? OO
30Y
X
Z=
yl:.?WomoWd °U= U
w
wOW J mPQ MU -EW Op3026LOLEZ2=Zw=~ W
m
x
!-UZ
- 2
a
Oaf

JZtY

W

Z_
V)

HUSOC?Q: UWr OQ J

J
L
m<Zy? «d =U 0\ Jw WOw
OUWy
WOWaJwWmWx-
~
S
jWWW
Q
w Wyw
- yWZ
0, JV
< yU~ a, ?Z>O
OQWK2?0ox
03
m~OOViQ?d y
m
W
w
yxJ? pZO, 00?
° W
Z& gy
W?
Z~ r
y2w
F Zp Zom Y xowUyw
QQ?
CU
W2wo
wm O
C:mQ

o2WO ZOZ

7H7 z Z

>-p SU

U
o-
2
- O
F
ar
?R_w r
-W
OJ Zx
00 hQNMf
W
=
W Q

x
F-- 1-
N U?m OUO JSC

M9 W
m 'o
(,? Z
200 W
W
W
C'WWWU-
W
WOPUW
xJ- J JWU.JMZH
Cy
0
' H
Z

w Q? ZW

r _m
tY¢
wx
QCQ

F-
0 y
<
x0y
Z

J
w?-

J

?o
002 um
E5
?w?OQw7
?OQV
JO

p

U

0 2
<
Z (LO
m
Z CW LJ
? ?-> I_
JZ<om' 0?OW2O2y1-
<QUy3U0UZU01 <<
Zt-.
UOWO
- Z
CUR
N Jmu
«Q
M <
Wy
P WW0
P- C
y
Q m U 0 W
f-
U)
h
O
2
a
h
A
w
h
S e X S a X 3 H X H 1? S S X r H I M e X >"
U

_

0 N O E E

` `
e = "a i a s a a 3 a '
s '
U
LL
O
2 J
J0w z
Qw? o
UyZ U
ZOw w
?am p
L=L
U Q
zw< Y?Q6
N
o
3'mi o
o
Olt
KEW ?
HQfC O
yN!- 2'
Jy
?QO w
Oy0 O
UO?=>' U
ZU< C
?owp w
zQyw a
°mQU m
JtnZZ J
<woy J
x=YQ Q
x
2 y
It:
VyZ3 H,j
(r.Euww az
2QJF UQ
°Ulma WU
wTom JW
2 ZO JS
F-9<u Qi-
f- CIS cl

i X x X A A X X IC ?
l

s s
r
p ? m

, '$ ?" ?
F e
r iE
1 u
h
1 n
> .at
^ wit
cr
u a a a a a e a e a
u
tt
g
a
a
'?'
k°
a
€
?'
J Wy O ?y
U
Zw 01M W Z mamZ< ?JW
m~QZpW- WU yWZ wpa wQ QQ ?> J Inge 2 U
W WC'WO i
r¢ Q2 WJy° ;
e-MoZwui orJwm J
3p?2y=j4 vai?V¢a 'no<?' ?w f-xw Q U
wmQW..x Co dw JU O wm 21-0 d C
i, ° Asa; W°<WM "Wo.4 QQ 00 J 0 C
0QOr-M° mo?mo it av' x y?i a
Z4Ja Y6=.W J1-Y p1- wJ0 jyw Wyy m
2WOp<2 - ;W°za gWav >_w a2? 0 0
~Z/W-Y NF- °awJW ce-W ZZI_ ZCO N U wno?
Zw?xF-0 moo Qy0- m 0
V- W e
~01x-WdS ZZWWy mFO _J Kw yU O
N
3
OJ?m?WF- UQam_ p=0ym 3~m Z<U2 y C
Iwo SJ yJCOO UO> QJJW F- e
~Q <J<W wOO
OyQywH ~2U~x Ja QZU WU UOZ? U C
aomwi_N MOI-3r Z= JJo O?Q Q=Ow 4
?UVIQJti °WOU? =~f-CO 02C W~0~ W U
>Q CJ FF-W1i m?yWC ZOQ 2WQ y
O¢!- QN vfOO 2xW I-1 WO W C
PO'OJy- L O= WWd-Z Uw1- 022 QJ J
NUmLLO? O090-05 wp,m, FOp UCUjO C.
O~2~,O W>~m0 wQwON Z2< HQma HZ u <0 _J
ynA ZW 7
U-Nf' 1-2 >02pW HU.ww OF-w
W ZZO WmWW .Jw w e Z O Q?
Ft-pou wwm' z ¢Z-JQ y?W ow,= 'LM
W?wQ < OW' wo?CJW cxiY°- W'x-ox° W° 'c
hF-UW S W y Q x O
3Q?°J?? ??O QOU Q(00<1 w3U ~003 ya 0
O N t7 c 1N U
w
d ?
"
e
s
s
s
s
a
2
e

?

X

r

S

r

v

?

?

w W X X X X X X X X X X X X M X X X ffi K X X

7
W
u
u 3
u
u
u
u
u
u
u
u
u 3 3 3
u 3 3
u
u 3
K

o 3 x : : $ m & X x X ^. ^. 7 7 X X X X ffi ffi v X X r X R ffi X X
C6
a
U
< S o
r d °. $
°

?° x g
St X
ry g

? a

¢" qQ
^ x

:

? "

:
.-
:

? t

X

a
n
:
n
a
?

? ^$X
'Y R
qq
n

%t
A =

S Rq

S X
d
R
q?,
?i "s
F
? a

3 s

e x?

S ¢
u
r
d
g X
X X X x .
r
x X x x .
r
X .s
x s .
r r c .
t
Y s
M .
c s t
X X X u ix ik x

< . X
P s m
" ?
n
s x
? s
4 €
? o
a g € $
¢ s o
n
n 3
R a
? >R
a a? a
s R "
s a
s
^
z a
^
o x " " a x
i a i i a i
a s ? >r s ? s € € € € € € € € € a € ? >< g ? si ? s i a a s i a s a a a = : i € >< > >z ? €
g Q

Z
O S '• R q 19 :
X 0
X
U
O m 3

?W 3
?
g

? 4 2 N F N
N
U
U
?

U<j yy y
S S 6 5

N d $ 8 R R R R R R > R c e
Z

O
J

F' = ? ? s i "a i i "a t i t s" i "a i r "a a a a a a ^a e s a a a i a i i v i
I-
V) 4
Q C
Q R
s d
u ry
n
s
s $
s
c
a g g
R io
1C ul n?{ °i °
E
z p
r
v i
'
71 $ $
s ,?,
a
3 Si
i Si
;k vii
P qq

d u?
W
O
m

= F
5
9
;
; gg
6
5 gg
6 gg
5 g
$ gg
5
' gg
5
e
' gr
g
, ,

0
0
o
r W L m
o
,

N t
n
0 -

-
9
o : yy??
G
SM-l" (sia) xvr Coto-I" tots) MNO".9'u S31ON ONV
0992 a110/o9 WAN VI,IASI.IJOIP 319tfl dld0 Sf11(b2i
?!'
?
`
avid Pod AAUI ad 0091

a/IIOJoO wVN - uoµo ad oO sdn

3A8no/S38nion8iS,,l,l
?:
:
:
••
AIN603 331 I?
O
N

NOI1d801S38 VgV381S NOI1rAa3SNOD
Nr
NOI1ra01S3a
O
s30aml ?ranlrN
N3380 )1011 _W,• 311'S"31SAS NOI1ra01S3a _
a?sl-,a? spa/ xvar Doll-w? sie? aaa+wa
319vi vivo ?',.';' , ??„n,,,lul,,,,,,
09GIZ DUIIOJDD WAN VIIIASIJJon
ON-10 VDd JOIGWl/ed 009 iN3WN011y 03SOd0?Jd W L. m
DunwO VUON - uo mwodjo0 sun /3 Uu 3? ?f ?
p
:`;1'?? _ 13? zc r W m Y N W s?
AlN603 331 I
' 1y?
NO11VAa3SNO3 ONIV NOI1tla01S3a ••. ,. aOr

;
r
?
?'% ,3
? w
31r0 'ON 5 1 NOlIV80IS38 Wv381S S33anOS38 WWiVN

' ,
nJ
•.? e
ill•?ima
o

? 8
SNOISIA3M Aq pa?a0aid N3380 NOll 193
j1'OLd sn31sAS Nollvaots3a ?
311 ?rN
Z, S
CE
a
„a
s
€ OHM a-
zl:?g zz
?a• R
spa n+ day
«F ".Nz
1
a
q
h
W
0
O
0
v
m
Fs ?za Il
•$ ?F ^zz3
x:$11
a a F,q i:$
Z
1 1 , • , ' I
nit a as
=zE
a? ++ Rya
^z§^"
1 I ? I ' 1
? zs
a s
i E
• 3 3?"
z?8 $" zzEWS
zr ?'n k
:?: F^e SR€
?a AgF
___
8
8
n _
3
z
S
Fn +X+
e
4
?$
" _§
1 e 1 ,
Fg
a
?i a a
^KO86$. 1
zE ^zza "
" 0."
aRa ?a=;??
"_k
l e 1 ' 1' I
IE
?s
a
3 aa"
zw s g==
:§R s
C sP^z$?R
?P "z$
a ??
_A
$ Bs
Mgr `"k
F
^_> §§
z Z
1 a
"§^
3 3g"
A7 =
6
,, r A d
o+
rE b}
LL'' ^ F
? a
a as
c?
z ?w zzE "
z=z
a as
f.l ig^
as a
=?d Zz3
zpk
_ Z
I 1 . ? I ' I
1
s99,
!a A
as
^ ?g
d==3«
0 "
?yA B°n ?.r"R
« +*R
1 1 1 ' 1' 1
8
a as
?•I ? s?^
g a"a"
F
+1 ^_§_$
1 1 1 1, ', 1' 1
1 $
mfJIH1s1 ,111
S?
g ? na
. a 3Y"
^t?R ?? FzzE
" zZ".
1 A 1 1 ' ,
I "s
?
R
^ ^ "
? I#
• a ?a"
.k.;'; zZE "
?Ra G?c, S?
§p n A
1 1 ' { ' 1
ze ^se^ =:"3
s
{{? + +
1
a ^?
g fw >y
x as
a
«
0
zF=$^8F ^zzE
a?=a§
___
A 1 I ' , ' ,
i a U3
s s
.-W A Zzzs
++
nR=Fk
^z«
1 1 1 1 «' 1
I W
a
z?$^$ zzE
dill ?

5 ^+ F' S
3 " +fl ++ P7
z?

,y zzz
y
?p
?
,' ''?,?
??

?
z«z
(
d??
y?
y
j'
{
,
s'?
?? 'z
«?z
??$t
,?g
d? ryy}
{{
q
}
$
gy j
} {?
g
g
f
g
y
g y
¢
a ?a§
==3
+ ? a
1 1 1 1, ', A' 1
I
ill, 1111 uffl
s R
F 4 ^• F
= 3
3 zg9 $s ?"
Rai ` g'A
s• +: Ri8
CF# ^zkp3
?• F n««
C el e ' ,'e
1t
$ 33?
afar. jn .1 R?
++
milli llitull
a
P at
ot $1 RA
R B _ = §F sd z=?" Z s? zz « Y zF§"
4 d?^ " ' s }
a a s $ A; R ? j s #t :i
9 ;+ 8§s hg Ada g? ?hq a+
j a=? iP _ Z=Z y e Z Z2 ,A 2=Z
4g y ¢p " 1 a 1 1 1 1 I1g g^? j 1?g g y ?{ yf ?g y {g, 1a? g {?
3?9Y?J33II ??d??J3?9??8??
"`eeeudL.d9J3. jilt ??320 1 ? ^:di,°jail
atrt-tar tetet zvr oott-tar Wet W40"dim1

1
ununul
•"
0992 OtpJOOvunN nntASIJJOn 941 4140
3 !! 1 4'kl ,?'" o m
"JO xiod JOPW/JOd 0091 AMN911d 03SOd08d ? ?' •" `.'PIV;I% a W
oulpJDOWAN - uovoJOOJOo syn ?3uu ??4;M
.?71 ?yMe - W m W N
AINnOO 331 a
1
tnal?IlY?ll
I ll
- W s

Sm NOli"83SNOO oNV
N AIVaols3a
'
" X js I C
3tra aH NOIlda01S38 Wd381S s3aanOSN iF ON Nta.?
oti
i?
a••
•a < W ?
SNOISIA38 14 caJVoo/d N3380 )1011 tt23vu a11'Sn31SAS NOIIVUOIS38N31M nnnm
Im o .-
?
a as
P?a
3
_ ? $a - 3
Xo :_
Z _ N
z z
I 1 . ? . ' 1
a
q
W

rW?
`r1
0
R aR
a a?
f n
Mot zz33W
z=z
a
a ??a
" Ws
='.'.X^ F'd zzi W
&$6 R$g
+ 17
Vb? h? 8?F
zz=z
I
zg
zt?8$=_
S:za9
z=z
R
a
$
a ?a
Wn
= as"
n„$ " e?a
Ag $?7
zzz
1 1 . ? ' 1
g:
n?
a as
?i a s?a
a a3W
zgR"~ zz$;
SSRB ?? ?8
_
1 1 1 ? 1' 1
e
# as
n _8
t4I ? o?>
3 Z R R
y 3iW
s
€ €dV3
§ d n
i 3;8
RJR ^nA $ $
=??OR
z=z
1 1 1 ' , ' ,
a as
" WQ
a
a 3a"
F. = L
_>$ z "W
_: "z
a U
z ap ZZ4 W
A?
s = ss aR
z=z

?a
?e
s? •I? ?
R???a&z a
?i$a d? ?3>
++ say
=ciak
z"z
1 ' .
# P?9
• a
gzz3
gk ;$ §4?
ai Fps
ss s:
z z
8 ?p
W?
z i'•?? '?o '•.Z2d
;b,..i n 0;
+4 +R $
a ^?4
of
6•) S 3F?
3 $
a
a g"
F 4
z? ae z?
z
3: y3
z z
I I 1 . , ?
a as
?
is
aa"
+88 fiS a?
t "la's
=
" "_:
fill 111 1 J
a a?
.a
fie. aka
f? RF'
g?; Aa ?i6
R"$ Rp s§$
z ?
"z
z
a
Rix ?5 9?F
z=z
1 1 I ? I' 1
a as
r kg
n a<
z8 zzE
?$b a
?§ ==zZhu
Y z z
I I 1 1 Vi i,
r
W WP
.h =zsWW?
]jig
a aa?
x ys ?
z z
1 SS
3a°
g? x
?? ?? zzz 3
z?R 5.W
s$F
z=z
. 1 I ' 1 ' 1
g
" ^W
=.b"37a__zz3
Ff? W?
B Cg ?$3
z"z
1 I I I
I 1
3 3
d 4
z z
a >?
gg$ i?"
3
:?9aa zza 3
zz=z
a #W? .
k§ a z:3;
RJR z§'s
z z
t ' , 1
If
W W"
. g 33W
SI=
sR"
s
r
z6 $
z=z
g3
a
aa WR
d• I ???
m
__
?a
a+ k
?e§ sN+ C8r*
s=z
? a
W[
?•I c ?R?
3 33W
gz??x a?` =z33y"
g $ F" R
aa? zs
zR§?
z z
I
j( R
3 a?"
8 ry
a i;7•"
Rb• ?? 'Rb
. . I I
I
? nR 2
z??S ? ?:z "a W3 Y
zz z
1 1 1 ' , ' , t
• ? 33"
W
=an
ilka
z=z
1 ' , ? I
9191-191, 46161 xvi 00tt-t9t lets/ i'O'Iealil
319111 VIVO "•, •';' +

a ?
4?
I ,Il pours"bb
ay
' N
0952 ?llONO0 WAN np/nslNNO/? Ea;.
?• , ?
,
fi` o
N
Y to
?
?
?
&via yAd JVAWIAd 0091 IN3INN9IIV 03S0d08d
a W W ? V
DUJINOOWAN - U0U0JWJ00 SW t31111
AIWO0 331 mmd?im??l nn
'
• '? c
NOlIV80IS38 W3dis Noilrn83sNOa aNr Nalraols38
S33anos3a lYLn1vN •.,,n,,,.a,
,,,
?a?r
ti
•?
?••

31x0
•aP IL

311'SY131SAS NOI1V801S3a
?rtN
.
,,
o

SNOISIA38
,q peNOdOJd N3380 N011
t133Mtld ?
a 3a
W WW?.
3?W
z°?«8 zz
Bpi R8 hF?
I I I ? '
a

q
W
W
_ f
Q? gg
dial; 9
a
$6F G& ??fi
yQ FI:Z AbLA
i
1 1 I ' ' I
W W°?
& 's
FR g ?
9• a
=§ak
I =`•_
x ?3
sB
a
8?? F6 F$
z?t?^
^F
W?
r Eli
6
gaQaa?? ?^ ??a
z=z
I I I ' 1' 1
a?
a
3 33-
F $g ?
R$5? 1
=?d ?3 R ==3 a
i• n gt? ?g?
a a?=
^ z
?l

R
W ^W
`?
zzi
z F` ^
p :i P1
s'a? c+
n=F,3
0
A°?^^? «z=333
= a
+'s $38
6d9 ^ ^_
i M
' I
r A
_??^-==3sW1
_
1 1, 1 1 ' I I' 1
1
Wr.?
33W
zk?? g zz3 3
sa'd ++
«=z
3 I I I ' ?' 1
S ?g
WW
3 3
p°
€ q.^.' v2
1 1 1 ?
a =
n Ba
R Wu?
3 3 3 .,
?88pf
}€}.,?„p„ 3W
=3s3
1 1 1 ' '
? 33
W ?Wn
3 3 3 .,
zz3 W
'zz
d
?• ? 33.,
s II
:5ta *+ aba a#
a
z
I
1 ' 1 ' I
S
IF
? ; 33W
6
n ? F n
z ?R ? t°zz? 3
2+2
z z

sp u
a
F
W W^? ? ? c
W
SS3Y
i 2 y ? u
W
g
z
cc
9E' z3,3 a s

a€'a R
1+ R«p
as U
g
- =yaa z of
z=z
I' 1
t p
z

I
==3 :
t.
Z=Z
I I 1 ' 1' 1
g
W W?
r
^t ^=L'Y
A«=Z
1 1 1 ' I' 1
W?
_p s$
F pia
+
W W4
=R?a'????==3 3W
AFB ?$ ?ry?
z z
, 1 1 ' I I I
W W?
==I
spa H,
z=z
1 1 1 ' I' I
Y g?
pW?
p3 s
zIL H1q
==3
1 ' 1 ' I ' I
1 ' , 1
F$
t
W W?
Alt
cas=
gs§ 1+
+ F ° n
°zr:a
?•I 33 W.
zs?'? zz3
a?? ?x
6.? 6? Y''i?t
z=z
pp 1 ' ' ' I ' 1
n ?'a
X1 zz?3WW
+ yysp
= V f
Z'z
1
W"q
.I NE°
F
++
F6 Lf
p 9
yZ
1
• I t ' 1 ' ' i
? x3
3 gJ
s
°_
1
4
3 33- 3 33"
z 81y8==3 3 =gF S; ozz
_ ap F'
x pa:??a a =???
z«« "•
1 1 1111 Igg , I ?? Igg gI 1 iIg 'g y {I? I I
gist-19v leas) xvi ooa,l-19f (eas) aaa4.GrM?
31941 VIVO - •• •

ry
rp,
3 ,,p„nou„p?.

o??11'e ?. in
099a ov110-100 WAN aulawol9 Ca
l
??AI? Fla, I;? : `?1 ?1
N
?
Swo Pod Almuried 0091 iN3WN011V 03S0d08d ? V :•? W " W ° ?
a</rrofoJ v{aoN - uomo-odioo sun $31111

?
z£?Bt
AIN660 331 ?n?i?Ali??;?
? ??
; N s
NOI1rAMNOD ONV NOIIVUOIS38 ?.•
?.•''
•......... ao •
a ?
310 -ON NOI1d801S32i Wd381S S33Nf1OS3!! mrafllYN
'

SNOISIA38
Iq peJndaid N3380 N011
_ _ =1a3roaa SM31SAS NOIIVUOIS38
311
$M313
WM
N
h
W
rW?
C1
0
0
?s
a a?
?a
z-?RFZZ
R F.
Qq? gRx
« ^z$F^
z z
W >3?
' F spa
Z ?'?, ti lei 22
ax 33°s
a wa .9 ry
r+ .9
?j z z
I?IIIliIi?. t"ICI
a as
Wsa
. ? 33W
Z.nd "e 222
a? :>x
« a as.«
« z 's ^
F z
z z
s

?R
P a?«
Wg
?• 3 33W
ail
$aa
z?s' $?:z3
++
«2=z$
S
a >a
° ya
? ? na
3 33-
c
^zz3W-
a
c•
g$F ++ $g$
^zSF
z=z
s«
a as
WWI
a 3sW
WON rt
z?'? zz3
'?'? ?a v8S
8
___
a 8
a
W?
a 3 ?
h
z°s^ R« zZ3 3
>"s aT ttF<
^ z?
s 2==
Ia
a ?a
Z%?" 223 .u
a "F So3
Z
a ?a
W W^f
?I ? 33W
2x z23 3
a F{ t R 5
++
..S$ Rnzx?a
x k
zzz
>w
n•
3 33'•
2Z$
Rz??3
Z
z z
gg a ?
?SB??ry
??^ a« 223
=F uW
F B zsx a{ •?
+ +
p 9 14 z?«p?
z z
F a?
pP?
?' s ^Wa
§ R 8
=z3W33
b F ba
"$a zR9F
3 z z
$s?
?, 3 33W
a
t;
z?6R Re =zl;"W
a
s
i--.- -
3 = 2
W?
?•I s is°?
? 33W
rill
z l FZ xP F z3n
an
S z=z
?a
W WWI
25S^ a ZZ3
'a s? SQ
z z
^ 6
?a
x=
zzz3
3 ".
n?" 5s ?S3
°=R$R
c z
z z
O .I h
C
tix s? 3
z?yRy =Z y,W
??i ?a2s$?
3 Z 2
a as
3 33.
A
z??? zzaW;'W
83ra ?? ???
:ia +* al's
Z$
SO °= Z
r
aY n a a ; 33 sa a
^ ^i ?? W W^` W W? B W WWI ? W .W
m? F? zap' jai 3 ?FL 3 a
§
$ni? WadI fitWi•WI $« 33W? $ jI fad '?I^ 33Wi3{I 3 a3°aRr_
33W3"
,L a9a 43Was, ?nR a $a<? WY A n :
2R 3?g t"
?a?FSi? u °?a?.?? & ?a' x' ? ?x?x? ??3aaa?
u r x a F^? Ro a e n 3a $ `A °==3..3 kit; F 223
u Z.s".i zz`i i4 z °c 9 ZZa.3b° ZRt zz zaR zza =8R z?3W°
SS ?n? SS a" ?$ $? RRg ROR F S a$x 34 3^S
+ p +$$&$S
V pia + $ 9g S?8 8$ °? +i$ ?^ a3?`r $o ?$ + $
y7 ^ ^°2?}?? C^ =q$? ^ Z1j ?$ Z§ a ? y 2$
GC i=. p z== =2= p =z= ii! p =z=
U11 14-'t?ffl MJ I Ili ,
0
M
u
u
O
Z
W
girt -l9l, teieI Wit 0011.19P teier 3OH
09SLZ OU110JO3 WAN VINWlJ+nN
&VJO Tod AlUUlJ&d 0091
al/pmO W-pN - UOIIDJWJOO SYn
SNOISIA38
31T0

ANS 31130ad
. AMOO 331
NOIIVUOIS38 YW3biS
)13383 NOI1
NOUVAMN00 ONV NOIlVSO1S3a
s30anOS3a 1VVn1VN
311 'Sn31SAS NOILYHOS38
i1N3113
oQ m
{V a c W ?
CL m j th W ao
LLI in
e
b
o
M
r
N
r
r
O
9lfl•l9r 46161 %VA OOI I- 19P t6161 W42'k'G'Ol
319V1 VIVO INYM911V ' + ppnnuy
;
+'e
09stz CU11000 auoN ndlAPlJAM 1 ?9G ? pd?
' ?
4
;s
" $
N o
A+lX! ??od Js l/ad 0091 310II83A 03SOd02id °•
?41- ! a Sf'
tA%
- W Y N
W m
?tp?? uraoN - uouwjoojoo san t3,m TJ Z% a ? W o+
AlNf10O 331 ?? 8
1
• VW1 a 2 1

S32J WV32iIS NOIIVA83SNOD ONV N011UMS3a Si cs
, •.,,,, ,
'
e''
31Va aN NOIlVa01 53atlnOS38 lVanirN
SAS NOILYMOLS38 '
ii'SM ?•,,, trwj?x?'o
SNOISIA3a ,(q paf??d )13380 N3I1
4931.W I
a

W
J
W m
m
0
N m
m
0
N r
1(1
0
N M
N
0
N m
v
0
N M
m
0
N M
a0
0
N P
111
0
N
{V
0
N ID
v
0
N
io
0
N O
to
'O
N
ul
0
N r

0
N N
?
0
N r
r_
0
N ID
ti
0
N F
v
0
N P

0
N O
P
0
N P
r-
0
N
ti
0
N MP

0
N O

0
N N
^?
0
N O
?';
0
N m
•
0
N DI
0
0
N IA
0
0
N m
0
0
N N

0
N
O
0
N
W
=
U
Z
O
O
O
6

O

O
0
O
0
O

N
-

(V
9
m
ID
1
N
m
m
O
M
m
O
n
m
N
M

r
P

m

uI
m

N
m

P
m

N
0

-
_

m

P
t

M
N
M1
N

Vl
m

O
m
O
m
M
N
m
m
M
-

?
01
m
m
O
m
N
m
Q
W F-
Q O 6 N N
N O
M I
M P 1+
IA O
ID m
W F I
m m M M
N M
I m
M m N m
1 o ?`• O O = N lA
M I
P m r N

lA +
O +
O +
O +
O +
O +
O +
O +
O +
O +
O 4
O +
O +
O
_
_
_ {
_
_ +
_
_ +
_
_ y
_ +
N +
N +
N +
N +
N +
N +
N 4
N 4
I!1
g

FL

N

M

P

Ill

ID

r

m

m
O
_
-
N
-
M
-

-
U1

-
ID
M1

-
m
m
O

N

V
N

N
M

N
P

N
IA

N
m

N
r

N
m

N
m

N
O

M

7
N

M
>

U W

J
W O

at1
m
0
N N
N
N
0
N N

P
0
N N

0 0
N m

0
0
N O

N
0
N m

P
0
N
= O P P m IA m m
U
Q
~ V N Ip m O N N

W

Q m m
1
0
.1
0

In N N N N
' N N N
Y
"
J
Z
d R . i m
W w
a
Q
?I

A

W Q
J W m
N m Ol r
m am D ,INj
p N N
p ,y m
O Om l
P cm 0
<m D O
p N M
m OOi I P
Vm m I M
m r m m
0 W m P
I0m ll 1 O
I0m ll 1 M
N m m P
1N m 11 N
r m m O
M Cm n P
N Cn

m
0r 1

m
O
M N

m
n
N I1- D

m
M OI

m
m O 01

m
r m 1-

m
1m O -

m
P M r

m
O m OD

1
r m ao

m
IN (f

m
Im IA O

l
r

m
IlW D D

m
M1 P w

l
M N N

m
-
r

1
-

m
-
m

m
-
N lG

m
-
Ill

m
-
O P

m
-
IM m ll

m
-
m M m

m
-
m M

m
-
F N

m
-
N N

m
-
ti Q7

m
m 0f- 1

m
-
Im rA -

m
-
F M1

m
-

lG

Ol

P IO

m

N

m
N
0f
m Z
r
m
P
P M N O m
m m co
0
W F
M M1
M
O P
lD
m
m
m P
M M1
M1 O
N M
ID M
ID P
M P
O N v N
P M
m N
m O
0 O?
m ill
m
O Im 0 0 0 0 0 0 0 0 0 0 0 0 0
O 0
O 0 Omi
Q O m III N N m
A P
O 0
I- IA
M Ill M1
,.f 1
m c1 P IC f- n1 O

Ill III

m n

o o

N w

M m

m Vl

m D;

N M

F M1 O

ID N

m

O P

M O

N M

m P m

o o

N

IA
o M1N OO 111N NO Ir!1 O
O N
N O
o
IA
lO
N m

F
t0
r
ID
m
+
=
U Q P
± ID
±
±
w ~
+
N M
4
N N
+
N ID
+
N m
+
N +
N ID
+
M O
+
P N
4
P m
+
P N
+
Ill Ill
+
m m
+
o +
w +
ID +
I +

M1 +

M1 +

F +

r +

F +

m +

m
M1
+
m
r
+
m
r
+
m
F
+
0
m
+
0
m
4
0
m
4
0
m
m
±
m
M1
±
m
m
+
m
+
N
m
+
N
m
+
N
m
+
N
m
+
M
m
+
M
m
+
M
m
+
M
m
+
P
m
+
P
m
. +
P
m
+
P
m
+

m
+
P
m
+
P
m
+
P
m

P
m
Q N r r r r M1 F r F r M1 r r F F r M1 r M1 r M1 r r r M1 F
W
4
g

N

M
P

P
P

IA

m

r

m
P

m

o

N

M
M

P
o

N

lD

F

m

m

O

N

M
lo

P
W

N
lo

m
'D

M1
lo
M

m
-D
M

m
lo
M

0
?
M

M

N
M

M
M

P
M

N
M

m
M

r
M

m
M

m
M

0
M

M

N
M

M
M

P
M

Ill
M

Ip
M

M1
M

m
M

m
M

0
M

M

N
M

M
M
> M ,•
1 I.
1 M M M M
1 M M M M 1.
1 M M M M M M M M M M M M M
O N m 0 P M P m M
- ,0 N ffi O n uI 0 m m m F OMp m m
ti m N N N
m N
p O IA m IA F

1

1 O

1 m ti

O
1 0

O
1

O
1 m

1 M
Ill M
o m
l N
N l0 IA m I

O
l ID
IR N

1
;
I
W
1
0
1

O N
m
m N 1f1 m
M N N N M N 0 M M

0

0

0

0

0

0 0 0 0

0 D

0

N
m
0 0 0 0
N 0 0 0 0 0
N 0
N 0 0 0 0 0 N N N

m
m
N
m
m

m

I
ID
m
P
0
IA
m
m

m
F
M
,_l
1fl
O
O

1

M

M P m N N P Ill ID O O

c O

0 O

O O

O O

IN O

m N

N N

ti N

N N

?
UC
O O
N

6

k

m,

uj n

t2 N
l/l
14
Q

-

O
m

M
O
F
N
M1

O
1/1
N
D
P

N

O

N

tD

IA

m

+

N

+

+
O
+

+

+

4

+

+

+

+ m

m
+

+

+ O
N
i + 0 q N m + M m i + m N M M P + + + + + + + + M1 F m f m + m + m + m + m + m +
m
tD
m
lp + M
m
m
ID
o
0
IA + 0 + +
U
W m
P m
P m
P m
P m
P m
P 0
IA If
M N N N
N ill

=
m
0
r
m
m
N
M
P
ill
tD
M1
m
m
0 m
N
M
m
P
m
N
m
ID
m
r
m
m
m
m
m
O
m m m m m m m m 0 0 0 0 0 0 0 0 0 0
Nl i
M
M IA
M
d
M
L
Ii-;i
lr--
O
N
M
M
M
M
M
M
M
M
M
M
M
,•I
M
M
M
M
m
M
M
M
m
M M
M
N IO m m to m
N m
N
N
m
ID
N

N
M1
N N N N N N N
N
F
N
m
N
N
m

N

N

N

N

N

N

N

N

N

N

N

N

N

N

N

N

N
N

M

M

M

M

M

M

M

M

M

M

M
N
N N
l N
l N N

m
F
0
I
O
M
N
ID
P
M1
IA
N
m
m
N --
m
M1 -
M
P -
l0 - -
m
M - -
O
IA -
N
m -

I -
F
c -
IA
O
M m IO M r N m _ M O ID N O N O M1 M
M1 N P
m M
m O
ID M1
ID m
ID m
r F
F P
In m M
M N O
M1 r
P P
N N
m N
to P
m P m
P m
P m
IA m
t(1 N
M M M N P N M M P P
l I N
O N
O M
n M
N N
N 0 O?
O M
N M
III O
N- N O
IO N
ul N
IA 01
P O
lD P
P N
Iri Ill
N m
N Q M N N n
P !
Q M
W W P
M M r•
N - N
D N
O O
ID N O
1- IG ~
ID m
Vl m
IO m
ID O
IO O
IO F
IA m
ID m
IO m
N m
Ifl m
lA tD ID Yl V1 N IO ID In U1
0 VI
0 tO
0 ID
0 Ill
0 Vf
0 N
0 t0
0 ID
0 111
0 Vf
0 IA
0 a0
0 IO
0 I11
0 IA
0 Ilf
0 IG
0 ID
0 IA
0 N
0 VI
0 t0
0 IO
0 Uf
0 U
0 II
0
N I

0
N I
0
N I
0
N 0
N 0
N t
0
N I
0
N 0
N 0
N 0
N o
0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N

J
W
m
0
w
0
IO
0
0
1
0
I
0
I
0
0
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
0
N
N
N
N
N
N
N
N
N
N
N
-
N
-
N
-
N
-
N
-
N
N
-
N
N
N
N
N
N
N
N
N
N
Q N. N N N N N N N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P N IA m M O O O O m
m O O O O
m
?. - - - -
m -
P - -
UI - m N ID O
N ID
0
0
O
O
O
tD
M

ID
m
Ifl

U
N

N
IA

m
ID
Q
ti
F
m
Q
N
N
O M1
O N
Q1 r
~ N
O
v
v M
N O
w ID
l0 N
F N
, M
N
-
N
M1

-
r
0
P
=

n
0

O
0

l
O

N
O

N
M

!-
m

O N

N
d

IG
N

Op
O
0

O
0

N

0
I/f

0
111

1?
O

P
N

-
Q

11

N

r

N
Q Z
O P
ID m N
r ID
N M
m p ID m F ,PA N O r u! Q m O
P P 01 m
m
N
m.
N
P-;
m
F
m
ID
m

m
m
1
m
0

0
ti
r'
Vf
1 N
M
O
M
O
O
O
ID
Q O
M u
l,
p
O
O
r
N
p
f•'1
m
0
lV
N
M
M
P
P
IA
III
m
Yl
m
t0
m
ILI
0
I

N
P
Oi

IA
O

F

m
I
m
O
Il
O
N
M
m
0
0
0
=

4
P

+
P

+
IA

+
l0

+
r

+
m

+
m

+
O

+
~

+
Q

+
M1

+
H tD N l QI
+ N Q
m ,- m
o + T
N I-
i Qi
A N
+ 01
m 1l1 M m
+ m
+ m
+ + M
+ I+ I+D m+ 0+1
o +
e 4 +
- + 4 u
O +

+ M

+ .
P
± I
N
± M1

± m

+ m

} +

N +

N M
+
N P
+
N I
+
N +

N +

M +

M +

M +

M +

M

4
M

+
M

+
M

+
P

4
P

+
P

4
P

+
P

+
P
P

+
P
P

P P

+
N
P

Ill
P

+
in
P

+
N
P

+
N
P

+
III
P

+
m
P

+
to
P

+
ID
P

m
P

ID
P

m
P

ID
P

W
P

IO
P

ID
P

ID
P

F
Q

r
P

M1
P

r
P
S
U Q
f- IA +
IA +
Ill +
IA N +
to Vf N w l0
I ID
n m
M m
M F
Ml M1
n m
M m
M m
M m
M m
M m
M m
M m
M m
M m
M m
M 0
P 0
P 0
P 0
P 0
P 0
P 0
P 0
P P P P P P P P Q P P P P P P P P P P P P P P P P P P P
Q N M M M M M M M M M M lA ID F m m 0 N M P
W
A

m
O
N
M
P
IA
ID
F
0
m
0
m
0

0

-

N

M

Q

N

Ip

M1

m

m
O
N

fV
N
N
M
N
P
N

N
m
m
N
r
N

m
N

m
N

M

M

N
M

M
M
N

P
M
N

IA
M
N

M
IN-
N

M1
III
N

m
Ill
N

m
M
N

O
P
N

P
N

N
P
N

P
N

P
P
N

P
N

P
N

P
N

P
N

P
N

Vl
N

IA
N

IA
N

IA
N

III
N

IA
N
n N M P N ID F m m 0 C N M
. m N
m ID
m r
m m
OO m
m 0
O'f m N
m M
m P
m IA
m ID
m F
m m
Ol m 0
N 0
N 0
N 0
N 0
N 0
N 0
N N N N IV IV N IV N fV N N N N N N N N N N N N N N N
N N N
' N M1 r F M1 r M1 M1 F Lo I L. L
O
O
D N m P F IA N O VI m IA N m m m F P m N m w P m IA N
M m F
M m
P m
P N
N N
M m
N O
P m
M M
N lV
O fl N M1 O M P m N m F IA Op P O P P N O O M m
M m O
P m M
m m m M1 Ill O
m P
0 P
0 N
m O
01 t0
m m
m I
m M1 M1 r m m ID F tp F M1 -1 Ill .1 m Iq
D P IA P
~ ID
O m
m M
m P
F P
r Ill
m In
m IO M
F N t0 m ID M1 N m m ID N F
j >
L P
M m
O P M
ID m
F M
M1 o
m I
o IA m
m 1A M
m M
m N
m M
m M
m 0
m m Vl
m l0
N III
M1 M
M1 01
F O
F O
M1 OG
IC m
,- m
r M1 m IO m ID m ID
0 F
0 M1
0 M1
0 N
0 1-
0 t0
0 F
0 ,
r
0 ID
0 m
0 ID
0 F
0 F
0 lD
0 m
0 ID
0 1-
0 N
0 t0
0 1D
0 m
0 M1
0 F
0 ID
0 t
0
N IO
0
N F
0
N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N 0

N
0
N
Q l
J m
p m
p 0 m
m m
0 m
0 0 m
0 m
0 0 m
0
N 0
N 0
N N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N 0
N N N N N N N N N N N N N N N N N N N N N N N N N N
W N N N N N N N N N N
r
lo
m
o
P
M
O
O
m F

O

M m
O
O
m 0 0 0 0 0 0 O O O O O 0 0 0 0 0 0

m M M1

m

0 N

m ID

m m

m m

O

ID IO

N

OD M1

N M

N

A

M

y

m
M1 M1
M1 M1
N
m

M1
N
r
ID
ID
ID

O
ID
ID N
m
OO

ID
M
m
ID
P
N
Z
O M1
M 0
O' 00 00 00 O0 O0 O0 N1A ? NuY M1O O m N N N N mm N N M O 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0
N 0 m M M1 ID
M m r?l
m
N
m F , m P m m
O m P m m m O N tO m
4 m m
I
O
m M
l
0 N
i M
+
I
D m
l
p F

+ M1

l
D
Q
= C O pl
m I`O'1 Hu'1 Y IOA N m N Of M Umi m 0
+ + ,
+ P
+ W
+ m
+ W
+ M
+ T
+ O
+ Q
+ m
+ M10
+ 0
+ 0
+ =
+ N
+ N
+ O
+ D
+ N
+ A
+ P
+ N
+
F I
p
+ O
+
m O
+
m N
4
m ?1
+
m N
+
m I
D
+
m OD
}
m O
+
m m
+
m M
l
+
m .
+
m 0
+
m 0
+
0 +
0 +
0 ID
+
0 +
0 0
+ lV
+
l M
+
M U
f
A N
+ m
+ m
+
M }
N
M 4
N
M +
N
M +
N
M +
N
M +
N
M +
N
M +
N
M M

M +
M
M +
M
M M

M 4
M
M +
M
M 1.+f

M +
M
M P

M P

M }
P
M +
P
M P

M
+
P
M
U +
N +
N +
N +
N +
N 4
N 4
N +
N 4
N
N +
N
N +
M
N +
M
N +
M
N +
M
N P
N P
N P
N P
N P
N P
N IA
N m
N IA
N Vl
N III
N N
N Ill
N ID
N ID
N ID
N ID
N ID
N I`
N M1
N M1
N M1
N N N N
- N
- N
- N
- N
- N
- N
- N
- N
- N
- N
- N
- N
- M
- M
- M M M M I
l M M
Q
W
? v)
----
A
_ N N N N
- N
- N
- N N
O

N

M

P

A m

r

m

O

m

O

O

N
-

M

P
-

N
-

m
-

1
-

m
-

m
O

N

N
N

N
M

N
P

N
IA

-
N
t0

-
N
M1

-
N
m

N
m

-
N
0

-
M

-
M
N

-
M

-
P

M
IA

It
t0

-
M
M1

-
M
m

-
M
m

M
0

-
P

-
P
N

P
M

P
P

?
N

P

-
t0

P

-
1

P

-
m

P

-
m

P
O

IA

-

A
N

N
M

N

-
P

0
IA

m

-
ID

IA

-

M

-
-

A

-
-

m
-

D
-
o

m

-
N

m
-

M

ID
-

P

ID
-

IA

ID
-

ID

ID
-

M1

m
-

m

lO
-

m

m
-

0

M1
-
?' m W m co m m m m m m m m m m O O O O O O O O B - - - - -
F M m P P O P m M1 O m M m M P O IA m _ M O Ul _
M m
N M
m l0 N w n ID
m
F
0
P
m
O
M1
N
m
If1
N
O
ID
N
N
N
M
O
P
O
N
N
m
p
m
N
?
?
m
0
0
?
F
r
Oi
m
Ol
m
m
Oi
m
m
P
P
O
m
m
m

O

O
m
> 13 c N N 0 0 D O m

M1
m
r
M
m tD
m
P m
P
P
F
IA
In
IA
N
M
M
M
m
Q
m
P
in
N
M
m
N
m
N
w
N

O
O

N
O

N
P

1
-

-
m

O
m
m
1

O

O

O
F

-
F

-

0

0

0
u1

-
51

-

O

O

O
R

-

O

O

-

_

O

O
p

-
V

O
V

O
0
0

0
lV

0
N
Q

N
O

N

O
N

O
/V
0

N
0

N
0

N

O
N

O
N
0

N
0

N
0

N

O
N

V
0

N
0

N
0

N

N

N
O

N
W J M M N N M
N M
N N
V N -
V N
V N
Iv -
/V _
(V fV N
N N
V fV V N N
N N
(V _
fV F4 _
V N
N fV -
(V V -
IV IV N (V N IV -
N -
IV N N N fV N N IV (V /V N N N N lV N N V tV (V lV N ( f fV N N
W N N N F4 (V ( N ( O O O O M N O O O O O O Q IM• m 0 M m N m P P ID
m m v In Uf ID F m m p o P m m o o m m

F m

N lo

r P

N P

N r

IA P

N r, M1 O
O N
v O 0
O 0
O O

O O
p O _ N N M O O O
O O N

III O 0 0 0 0 0 0

I/l

N

F 1_

N

O N

m P

0

u1 I?

N I?

N IA

P
Q Z
O 0
0 0
0 0
0 0
? 0
0 0
0
O m
u1 m m ' m Z3
M P P F
m m
M lA M
0 lA
M ID
N 01
N N
N N IA
Q o m
4 P
N 0
I+ml 0
IMA ID N
N N
Om0 M
O N 1•Nl Y N m ONO O1
m M I/1
IA V1
N m m O
N IOA m N N , . IO.
+ IA
+ ID
4 m
+ m
+ T
+ Oml
+ O
+ °3
+ ,y1
+ YOl
+ tN0
+ OF
+ F
+ m
} N
+ O
O N
N
O P
O N
O f
O m
O C D
+ N
+ P
+ Ill
# ID
+ m
4 m
+
O O , N + N m m
O Di
N OI
P N
r O N
l ID Op
+ + i
O
# 0
+ + + + # + M
+ l
+ 0
+ + 4 + # + + + + i + # + # +
A II f
ID +
ID +
ID +
m +
ID +
m +
r +
F +
M1 +
OD +
m .
4
OD +
m m m 00 m m m m m m Ol m m m m m m N N N N N N N fV N N N lV fV
=
U Q
1- +
0 +
0 4
0 +
0 +
0
- +
- +
+ #
0
- }
0
- ±
- +
- +
- ±
- +
N
- +
N
- +
N
- N
- N
- N
- t?1 ,1?1 I_f M M M M M P P P P P V' P P N N Ill IA
- N IA
- I I
-
-
-
-
N - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -
W
a
A

-

-

-

-

-

-

-

0

N

M

P

IA

t0

F

m

m
N

O
M

M

N
M

M
M

P
M

V
M

t0
M

r
M

m
M

m
M

O
P

T

N
P

M
v

P
v

IA

P

m

P

M1

P

m

P

m

P

0

Vl

N

N

Ill

M

IA

P

V1

Vl

IA

IO

III

F

IA

m

IA

m

N

0

m

D

N

ID

M

m

P

m

N

m

m

m

F

ID

m

Ip

m

ID

0

F

N

N

N

M

N

P

N

In

M1

ID

M1

M1

r

m

M1

m

F

0

m

m

N

m

M

m

P

m

m
d - N M P N IO r m m O
- -
- N
- M
- P
- IA
- m
- M1
- m
- m
- N (V N N N N N N N
>
■..I11........./...\................ ■... .......\......../.... ■..../..■■...\..../...../.../.../.....................\.........................■................../....../...■............/.........■.......If1..
n.r�.uuuuu.u■uouu..uuuuuouuuu■uuuus■uuuu■uuoououuouuuuuuuuuuuouuu..uuuuuuuuuuuuououuuoo.uuuu/■u.ouuuuouuuu nu...,
u.cJuu■ ■uuuuuuu.u.r uu■■uuuouuuuuu.■u uu■unu■uuo■unu.uu.uuuuuuuuuu.■uu.uuoouuuuuu..n.u■u.■u■uuuu.■nuuuououuuouuuo.a o....GAu
u.uu/o uuo.uuuuuu■ ■uuuu■ uuuuuuuuuu.■uu/uu■uuuu■uuu■uuu■uu■uuuuu000uuuuo.uuuuuuu..uuo.■uuuu■u.uuuuuouuuuuuuu.uuuuuu.
■uouuuuu.• .u�,■u�,/u oa■u.•�u■o�u■coo..•i■uou■uuu.urate.u��u■,/o.•au■ouuo�u././.....u.....o4u■�,■uk,a■oau.oau/o�uuuouuuuuaao\wun,./. o4/./........./uou..uoo.
...\./...\../.._...\•J...\'J..\\...\y/..fA..\1M...�J/....../..//...r.._..f\J..r\J./\J/..\../.A/.......././../..._../'l./.\J./.\...\///.A.......\.\.t......=1t...J...\J...\4/....../../..../././..../...
.t... a/.......-11 1...14...."/...J/.. .I....:J...-.1./....//../../t./.�J./.�Y/./!-I..f•'J...�J.....J..................�J...�Y...iY.t..J.t.\J/.._J....t.............:J...��../i-.t..•J..........t.........../.....
...../\//.....\`ll...:J\■■:Yr.■�'1/.■•II/..-'I.0-11... �'1■/......../......■. II...:Ju.�Y■■.� 1..■ Ilu.�'1/....../.■.t\u..\ I...:J....Y..■'1../-.1....�1./..//..MEMO .... .-11..t:J.....Y.t/��I.0■/......./..../..\.......
.....././/.....\../\../....Kong .none ...\.//../...../././\...../../.....\././....../........./.././......................./.../...../..u....../..r■■..................rr.r.■■................\....\.\.....//
....................................................................................................iii............................................................u................-----......-.....-..-iii

�r.a000�
■uuuu�
■oo�u��
oo�uu�
uuuuu
uuruu�
uuauu■
�uuuu�
��.nuuo�
■rauuu�

9t?t-19? 46161 xv.1 0011.19V tet91 340HA A? ._. r' ,,punuuup?
uia ri n• n nr ?yO` oo 0
0992 DulpJQ0WAN VIIJAYIJJ0M p? I. ,i,i;l "3d ?•y o ? c
Vy? ?nJ Jp?y??pJ /yip/ Ndld 9NI1Ndld ?I?,li?:?•;??I? ;so,. 'J?iar ?;•
a/ploo W.roM - uCIIOJO joo sun ?3ltu 6 91i??? i l'nll ° I ? ?BL s.c' a
,11N600 331 °
O ?
N0I1VAa3SN0O QNY NOItl0a o
azra a„ N010801S3a Wd381S S33an0S38 rranirN
N3380 N011 Oil'SW3ISAS NOLLY80iS38
O Itl3s °
SNOISIAM ,4 POJdJd `13
0
0
v
NN
O
Y

Vi
C

O
p O
??
tai
W
1Q a2
O

Y 3
?
W
hW
C.V

ym

o?
?s s
z rn

g
?

m
x
A
O
N
O
A
O
Lco
SEAL CLFATt PROJECTt
LICK CREEK Prepared by REVISIONS
o „ownn,,, RESTORATION SYSTEMS, LLC
NATURAL RESOURCES

T
O.
GATE -
RESTORATION AND CONSERVATION ION
STREAM RESTORA .
p i tpu,., LEE COUNTY
L K 28,32 e ?????v TITLEt URS CorpOratlon - North Carollno
Z m H rn =;
s ? ,. sue, ?rG :;
..:i,m 1600 Perimeter Park or"
4 a ?` c "' I?
?II PLANTING PLAN Alorrisvllle, North Ceralno 275W
I
.6 TO.Q14" (9191 "1-1100 /Ait C9191 461-1415
MATCH LINE - SEE SHEET P-4 MATCH LINE - SEE SHEET P-4
STA. 21+86.91 LICK CREEK STA. 40+29.74 WALLACE BRANCH
vocc`DC A Aar! CA
A ?' y
x006" O 00%0
G" O o m
ozr°Dd z zl z rj) C1 C? C) :z d n 10 00 m
y?H H x O ?. rr t? ?, 0
rz?y?v0,?
px? C n'9?:ti d d C
???z a ro "? z H H > 01
C?J tt ?.0>= p z UA .
$zno0 z lm' ro 0 w z
0 -3
cVA, ?Cj7p ?',w~ x CA n 0
z®?
r M
mmx M ?. If
P-4
g zr k ?qr
-3 Zm
0
a x z z y
m zz
..n m > v d ® 'r
r z t?
?x tv y
H rr A ? ?
ro
O V CtJ
z z
C?
A
V
W
,
r
a
y
°
ROAO
® °a°? r 1119II11I1111!Illlll IIII!1191?!?IIII I q?lllllllll iIIIIIPININIPIPININ9Rl!II!NINI!IINI919191NINI
e ?.?? jNl II4lil i?' ?lAU, ill?ilN.I,;.I,I.I. I li ? 3
1 vI i `l` .... I I idlll.lp, x,lln.."nl Ilyl I A? II I,
17 . //\\ ? ? d ? Ir it jlj'jl7Cll, ' ` I I
?, ? ? ? IIIEIIIII "Ilh"'II 'd If;:'. : 11., ,II??I I„III qlh II
10 ?. L.. 114'" IIIAIa ndl? I. I IIII II I'
: II'ml4dltli•j II d1.,a?lill pil,il,lullll,ll , II r ?' IIl IN
llll I' O
f0 ? 8 0 .o .,.,. , I. RdilmlFlp.? dIINIAlAl41„? Cr. ?INig{'I I I?111 I I,I?i 11
1D l I I ?nlSldml °I I ?." '• • I Ilh I Ala ?II?IY III
2 ?. g .. ? I' ?au,llllau. , di ??....?m "I i;:;; ? ' •. ' Y I I • I?.N4NI. I
?' ?. ?? ? ' I lidi':.'ultilil .u,ll5iwuld ui ?; • ?.., . , I I• f ? q I II I III
n API I IG dl ;
® t ® I I IA GIgIqIQ P r9r I,°,u, iuldl" ?I 4 i ` ` ?i?ii II 'llj?I?I?,IIIII Id ur' ?I?I?I lil I
8 n 1 g .? . i i ICnIIYI?Il11p' d;IglPllp4l.ll ', ?,.•''. ?I'I ??j?il,ll ,jll
o a !a g I ..IIRIIIE!olny4l""°aitilw" ! ! ?, lal I ?'
$ ? ? b ?F I I,?IdIG!pi9!dl ld??,.yme l' '•'••" ? 1'I fl i'??
`X
m -?
A 1 rn
ROAD
u y m r°b
N l
t Z t;-4
0-IX
x ?adOnrm
>? 2.d??
zzz.°3Hr
z`?oHmy?o C1?
zo?M>>>m
z W
?xrol?d>
WH171Z z
zIt zb?
o,?0 z
>x o>>
0t- "°zm 0
z to 'ti c!
roz z
O n y Y ?!? V'i ® O A O O
r
H r ° ° ® a A O O
H ,> (? H A 0
O? z, Z y r_? O m O O
H m = 7
?YO (A
?,zz A
d i 1„
o i $ $
N
2 02
O O O O
SEAT. CLOTH PROACTI Prexred by REVISIONS__
,a,AAIAAA,,, RESTORATION SYSTEMS, LLC
?? LICK CREEK
m '°H GUP ?''a, NATURAL RESOURCES NO. DATE
E RESTORATION AND CONSERVATION STREAM RESTORATION umb
M y o m ,, AmtlhldA°I LEE COUNTY
`_' m m In ` S 28132 ?II'alli,rl TITLE) URS Corporotlon - NorthCordlno
° m EROSION AND SEDIMENT 1600 Perimeter Pork Ornre
Alarrisvilla North Carolina 27560
"f" v1 CONTROL TITLE SHEET
,??unnnno,
TV-111*40m 1919) 461-1100 VAX 1919) 461-1415

O
?
y
i7n' ro 10 H

AC d O

z
?
?
a

e?iA o

J. V W

N
m
• r x c
m4?
co
O
D
?jj ? 1? ?aN v
N
? : yA W -I
Mr.
W $g o
lp9] f W P 0I D
9 i 9 < O y J
b•rR z w 1
-.I
>s? m
o m? m
r9] m0
MC?m m48
4 tlc • ? $ 9
M8 9
rbf 4A ?11
Cr, OGeI fA iky+ myy>TTgCj
$y?
?Q
dhil
0
n
M
N
O V W P • W N+ o W
C
M ???€ s€
std= i
,> ?Fms
= BE
R o 70Cr ` MAI ill;g i SCE . ?
3dA?" ! W
9 -OZ 1
D E 6
g z s
?yI C
P's C
e m
M
0
Z
?' 00 7
V W Np ?W N +
I
9!R flu s
W r
Or s
??I u

f0
m V 07 N o W N
'
N v
D
o ND'c
m c Z-40
mxo O?e00
Too N?z
?x -iD-1
oc7m DDm
OR m
00
?a
ox m
m M-i
z MNZ
M c7mz
m -I vzz
o -t -1 mm
r t7i t7 w rmN
C
0 00
O
m
p Nm A
C2> co m v, 0> ooz Z? ss No?o M
No .."
9
zmz co7z
a
-
is m .
m E
woo
8
w
m
?z
cz r
M r
e
z
<
om
N
m
m
v
>oE 2 u y pz <-iOx nz8 -IR D°{
z HS° V?T y 071
p< M < Y7NV Tr xco yyM <
00 <
m rm
Hr D 9G
? NO 9nN y NN m r•?O D =R -8
M <o-i m"M RM
y C F FF ZO mm oo 10'4 ZzP jT
oN c iD arm =-4 m y m
? N oN
r - 0 m g
7 m o
F mr
r o zr m0 co?m reNOmm T o
r m
o -<
s ? z 992A 0imm
x eta ,,,
<.z ?o?- i
<v M.
?m -.-M
m m
z
z N r
MN f

N
-i
M p

1
0%
G

4om mo< s rrMi oo z c
7
E Or p? ZT Cm0 C
O
9z
O
N A
D r- moo
O

3<N
yy
D

9Z
C
y

mm
mm T m yy
mm
9z Hz ZMO 1080
V. N M
? wp MpD1
z Stp tD
; po
Z NOma
Z
Z D D_ F1 N
M z o rm m mm i7
Dsl ml
nc
7 9
z -omy
P zo
c N z•
+
m
° 0 z
r
m? y
o
?10Am
0 o
Tv r
<o
r
N007
m
m ;! TT
Z zTT
O T M. (A 4w
M
.
0
? 0mo
9 gg 3%g
Z M o
- H
r m m
p
1
=T
M yy
O 4i
o-
N T
0
0 •[7 NT
0 y ,
C mr l
N-
z xD T
c
A
w ?
M C Hp D !7
90 N
ZS c D N-? mw O a
r
0 m <m N < M V 1
v
M 1
pT
sm
N
s;
N
M s
N
c m-?
p0 o-tz
c? gjM
z
0
m >
m. g r4im zz

M
c
, n 0

- am
Mm
z
m
S?T++
?
Z u Mo 0MM i yv8 Po M
m F-4- :I Hz
i Fnr

? mD
9 MN
Hm
mk
o?Y y
pNZ 970 z0lD+ s.<+
° r
< m
9= y
? =z s M fro vm
m
z NO
i7m
1 ?-I' mmo-?i ~ii ?DaD vm7 °
M rm <m m w:g
H v~ ;
y m HH r
m+ w4w C,z
v 0M;i z0ito. z N m
; mm xx
w -40 ? v
. Mr Z H? D zr
m
p
22
x
A-46
z
r
sN.z
Nm
*<8g
-1zr
v
m
Dy
F+-4
Dv-
i
?
m
.T+?z
c7
m
zso
r
mm
mm jM T
6)
m x x-tm Zx 0
DOS
<m
c7v
-INN
M
N
v5,
c> ZZ X
o
Dx MOM mmrpr mz m
M ? yy
?OZ
, 1
i7
p
p
mm o
Z Tm
mD- .-k6 H?
+R
t 00-1
ova
N l
i7
T
z Sr0 TD
l
- ? or°
r cz
; zr?
s
q
M
TM
N
M „ °
-{ v? I*i
:
'
04 1
- Z 0
z
DcOz sz < z mo m
m g? ?NZ Ho N lmn0
s r
N ° ?m
iF .4 r
M rm.
N
67
17
Z
M
M
D
r
Z
O
M
N
m
?

N ee
T
i
2 H

o?
° ? t?•tA a?•tA ? ti.;.
\
ao va oa°o 0000
vc°o Y ?°l•.
M
t„?
C vp oo°o oo o0 °OOO°o o0 o0 000000 eov0oo o0 o0eooo o0 YYY ?Y,Y\ YY «.?
cp?° aYY ee'aa fS
o
°
°
o
°
°
O o o
° D
C
aD
aDiAcD
?ep
tP
oD

D \° \

O YYY • aY•
<DiAc? aC P?'oo° ? ?
\
°
Y
' Y'
a °?v0 vo
Y
vQ OQ o?0a
D
°00 rA ?A a? Aa0 Y'a
°
00 °o o ° °o °o
?
o°
> O
!" 0
z X
. C7
W
m?
°
0
e
0
0 s
u a W 9ppp
ppp
y
m
0 N
oe s @
mmwf
? ?
0
z o,°? $ 9

E= CD a. a
a
a
SEAL CLENT7
RESTORATION SYSTEMS
uC PRUCTt
LICK CREEK PrAwred Dy REVISIONS'
_ --
o °,auuu?n„
da?N tuP'•, ,
NATURAL RESOURCES STREAM RESTORATION NO. DATE
,
' O CONSERVATION
RESTORATION AN
0 AL " LEE COUNTY
m
;' ~ e 0
m 284J2 ?41 711L& URS Corporollon - NorthCorWloo
N o N 7i ?
, N ; r ?
: EROSION AND SEDIMENT 1600 PVftrafer Port Drhro
_ ?
c $ I
,
?yefN' {i CONTROL DETAILS Yordsvllle, North Cardillo 27560
o ".: ". AND NOTES TeLV?as 19191 gal-IIOO FAIL 19197 .e7-1475

m

-o -

con V
g
??-Ir z
-Immo<m
Z
P-06
s
lmZ
??
c s e&
?? -
i
ppmmZ
.m
' 10VO -48 L/
f .
c
m cmt?ii.+s rOSSzi?iyM D
u
y
D
00
m
IM 0 o
y
.
mMr.
i
T r
M <a
2; '. 3E ZZ -0
ry
0Drr
V-4 4
c
i T
m
s
' Q
0 cicmi °0 Oy 4 "
m mmm 202 o o
?
'
O-4 to ?
1 yy
z
M
1to

° a?
4zr
0
i -i
s.. ry a C
7a ? mm
r
<
{ m m = C
ati -
i r
v
g
°
M
?

yr ? m
my
A ?mcQi
'"
o
'gy F{
Q
y -
[
m r
r a
mWm m
S
a S m Z
0 ? < < r -4 m
m
C,
N -'I
p
D
Z
••
0
m
yz
M ? °O
= m ?°0oQ°0 000 "'-4
a r o 0000o00 1300 y
?z wa°n o o 0 0 0013 13000130 m
C1 9N0 ?' 00013 OOQ° OOo 0 0
° °
m x N 0 Q00° Oo 0 °13 °
r Am 0130 0 13 013 ° O O o 00
r- M"u my i 0 0 0° 00 13 0 0 8 0
am 0013 o0000 001 m
00 0 0 13 p 0 0
O D o°0 °O0 O000o y D
.?
F..' Z O O OOQ 00 ° O 00 Om O O°QO O O O m < H Q ° 0013°013 '- z
~ M p° ° 000 °00°Q n
< Wz m 00 O 0 0° o Q
m m N 0 0 0° 00 0 0 00 0 0 cl)
M-4 013 O Q 000 00413 cn
° 0° 0 0 0 H
E Z ?00 ° 01300 Q
m N e 0 0 0 13013 aQo
{ u 000 000 0 013o13o {rs
C?C 00 0013 0 0 0 00 °
Fn m Z ° Q 130 0 0 0 0 0 ai.".
Dr 00 ° o o° 0 00 ° Oo? sr
o
a? A Q°00013 0 °Oo 00 °a<
a'7m0 00 o O 000 00 O °O mm
00 00? d'0°°0000 0 00 ?o
M 0 z
M
m
0
M
O

M
p
5 z
n ocvmc
O O Z D O y
O?+cvyc z
O Z_ D g y O
y gC OnAGCA mto y?

n o ??
z
m z
z
z
m
aM00
0 i
c
OM8Z
D
z.
z
0 ?z0mm
1p'
oz
c 1
m m
m? Z c
o -1

i

?
o
p
z
M
O
m'
•30
y X
m _
G
N
?
v
m
n a
?
Ia?
I ?
S
? *
J
•'z

?N O
00
x

SEAL CLUTI
T
ON
YSTEMS
T
R
LLC PRUCTI -
LICK CREEK Prepared ty REVISIONS
e? a o I
A
,
RES
O
S
NATURAL RESOURCES
STREAM RESTORATION NO. DATE
R C' RESTORATION AND CONSERVATION
!S s 4A LEE COUNTY
28132 ; TITLE/ URS Corporation - North CardiAa
w 4 z " rn r?s
=':•
f
•' EROSION AND SEDIMENT 1600 Perlower Pork Dr"
o ,,, .
?l
1
'••tf t?` •'
CONTROL DETAILS
Morrisville, North Cardllla 27560
AND NOTES
TOjDF10PL 4 919) "1•II00 /A% 4 9191 A61-1415
u u
%,I rn
C
)
ti a c
m ?
m

. W N - Z
MMO° C?C?' -IDD ?O
mrn?0 zzC m ..IrnM
zK--Iz LNG C-)>M ;n
--gyp=--I c-q- r- 9: O
NZmm Zm r'pM
-Im>0 niR>m aDz?
DDOM--I p?0 -Inn<
rmo0 ZOZ NmX
WOp_ *. C7 g: (/) C
N
a;0ZN 4p0 -G mm
Zc.)>m 00
Nc6N MOmmm ITIZCTIN
NnN2 Kn-I MNr0
r-< q N p r Z 0 m n>
Z Z O
r 9: co xNN MpNN
mzzm O-j= M, ?
mp Zr-? Omcr-
?-mC70 -r C')r
zp?
D0OX 0
r z _ N -1 O CA
--r-i- MOD zm
N
D0M maC ? D
z?0-a ON-I MZa
m2 r-> mzr -j-0
OO-ur D(NN ZDO
-DDpn -=M ozx
,rZF NCO 007
0 Z r -I -.n -4
?7-pp O Nm
-iMrZ WC7 rpm
OC)?p c< rr
Z M --4;;o 2 r 0
ND<D F-I C??
?=1mz N, r °
>Z(A or- n = D Z D >
p.
--{ aZ n 0 Q N r
? c
M r
m
z 0
G7
?l
A
O
N
O
A
O
DD
O
zj
m
rTl
T-
i -o
0
i?
D
;p
in
m
7N
>N
O
D
D
SEAL CLENTI PRUCT1 Prepared by REVISIONS
T LICK CREEK
o
°'"111CA
' EMS. LLC
RESTORATION SYS
T
R
RESOURCES NO 0"TE
0
R,
,,.•??N01
d NA
AL
U
T STREAM RESTORATION

N ION
RESTORATION ANO CONSERVA
LEE COUNTY
` 2813 arE TITLEI URS Corporation - North COrdlna
4 m " ,.
%•t4d,,, EROSION AND SEDIMENT 1600 Per/meter Pork Or"
o
o "c
, CONTROL PLAN Norr60166 NorthCarollno 27560
N '?/np in s TO-0440M 49191 "1-1100 /A% 19191 161 •1417!
a
5
vg
v m
I m ;A
= m?
:10 r
1'I
S?
sit. 1a rTl
?
rn
m
W
m000
<mTln
rTl
ZK-Iz
--ID2-I
(n Z rT1 70
D
D D
r-zoo
o_
D 70z N
N
(ZnCON
(nDNO
:Cmz 21 L-n
r-<21d7
rnmozm -ri
K?lno
>00m
2r-z-
17- --IZ
z o?
m Z D
°O.r
r-
17-
/ -0rD-I
Or. 0
Dz
-imCD
O n 0
'0 °
N ::?
D < D
n-rMnz
DOZV'm
D N z
C7 =
D z
?m
N
nn' - z
-IDD?O
00-1
zzc X-. i m--
c --Km
C_V)?
-
n
C-I-v r-Ko
7-r?
Z;u
nCD -0
?rOD
40m
p-10 DDXx
--InD-<
zzz (nrMrl-<D
?. °
-+ Kul n -
mm
no
S p -0D(n
om
-- m2<0
Ox
c m n mzm
--t r-- M
K n -I
m D 0 X0 O
m n>
Drz Czz°
;000 X-°00
o?= m??5
o
O:r XC
r

• Zr r
-
D ,-I
(n o W --I O Ip
M m
W zm
m
DC
0 =m>
-
0
--I
zr 0
mz
x
?
N
r., Ln mm
O
F=m °zx
(nr? OM>
p

CID Ln m
m
m° rDr<
<
c rr
im =r0
r= >03m
C m
N
e rr

O m
N O
Z? O-Im
D'
°
o
z
n

A
O
N
O
O
A
O
DD
O
y ?C,A
SEE SNC??gR PN?N
0
LP
?80 MP??Zgk3636 wPL
?Na S?PIIIIIII / ?-?
OLno
Ln 7K
>X>
>=
?m _ yam=
(A -4
mO
m

0
A

y n 0
?Z
N n
m
saw N
cn
a
m
mE7
C
no S 0
D
o -C \
?
\ W

b4
1
I
O
L
N
n
z
z
0
(n
0
n
m
a
z
m
a
X
q ?
z
z
I ? 4
4
N I
1
0-IW?10
5F,0>0
?
-nmz?
K- \ \
`
0
n0
0;0K
-0 m
SD O?
Dmm-

?nS
m M N
_ ---

\
n?mN
CTt
m?X
?nLrl
°
oz
w \
c <
(nm?

0
4 4 •
m
4 4 s
4 4 4
/ 4 4 4
4 4 I
4yII 4
4 4 4 V
4 /
f 1 / 4
4 4
4
1
\l
I\\ m
m
s
4 4
4 y// 4
4 /
4
4
MATCH LINE - SEE SHEET EC-6
STA. 36+93.38 WALLACE BRANCH
/ /I
/z -n -?
/ / ODm

-I
/ m
S m
i I
>
m
mc>
--I
N
D
(
>m
/
/ Im*7 n D
D
n
mm
o
m>("
N
\ om
=
l ;0
o
n O
°
< -'I
D
O
s
Z ?
mm
N -<x

N z
'n

D
n
n
m
N
(n
O
D
°
'O
SEAL ?,gN11"??u ti? CLIENTS PROJECT/ Pramred by --- REVISIONS
RESTORATION SYSTEMS. LLC LICK CREEK NO. DATE -
.......... t NATURAL RESOURCES STREAM RESTORATION -
L" - RESTORATION AND CONSERVATION LEE COUNTY
G e Sul iuiq lnuini
LF1
28132 URS CCrpDrotlon - NprtA Cordino
! ; TITLEt
In m -s N -.: _' L sm Perimeter Pont Drift
EROSION AND SEDIMENT
CONTROL PLAN Yorrisvine, Northcorollno 27550
N Bunn mM)11?? T&0440W C919) 461.1100 IFAX 49191 461 -1416
IN v I B ml ;
11 ?4 i 1 1
m ?
m
W
rrlmo
<m?(n N
nn'
oo? Z
-aDD?O
?-? rn-(
ZK-IZ cZ-0 CC?am?rn
I>=-I c-?-a Rr?00
(nzm?o
D Z?
n a r??

O a
-mZ7 n
D D
_--I 927X0
-I -DI n n n>7 er'x
-
rZ00
rrn(n? zOc
zz onm

D
m'
?oo_ ?. o ?N A
D?ZN
(nrl -ono
_ -0 70 rrl
D
D?
p p
N
?
Ln?
N G '> zlrrn-?
iZv'?

nrmz ?n
-_+
a.0
mLnno
D
r-<?N nrz ODOO
C z Z
r ?o?
zzm 0cncn
°?= ?o-N
m??=
oo
rno' Z D RCD
m
K-nn 0
-r
nr
D:j
DOOM
zr? 00w
rT,
m 4
z?
-
ia
2 zit
o ?
m
nc
smD
?
z o
(n i
rr1 z mz?
-1 0
00 pr
-
n D(n2
PTO ZDO
OZX
0
D
?rZ Nr o
O
O z
r-? rnD
-1

-- rTmrZ
m 0 m
rD-<
on
p
r r-

N D< n r
N C
r '
c
DO(n'i m
mr
O Z?
0
> 0z
)>
n ?
Z ONI°rn
D
.
a:
Z
rn O 0a
N

rm C
70 r
m
z 0
C)
A
O
N
O
O
A.
0
0
SEAL GENT, PNOJECTt
LICK CREEK Prepared by REVISIONS

"' o?u,q
C
' RESTORATION SYSTEMS. LLC
T
RAL RESOURCES
N
T NO. DATE
R Ut
.,,
?,;?? E
? NA
U
RESTORATION AND CONSERVATION IO
STREAM RESTORA -

m o
o
o
N
s
.`
q Pnnm
II LEE COUNTY

or"
fn
?
t m
1
1 .II 'm,
d0?? lld
TITLEt
URS Caporotlon - NOMA Cordlna
.
v
CO N '" ;,. .?2y
8
32
5
r '` p
-1,11
EROSION AND SEDIMENT 16W Perimeter Port OrAre
_ " _
"GIN Nordsvtue
North coratne 27560

to „w ?.+?? ??
I mgPa
qu, a'

. .. CONTROL PLAN ,

1Tj.lDFON! 19191 461-1 100 IA% 40191 "1-1415
MATCH LINE - SEE SHEET EC-7 MATCH LINE - SEE SHEET EC-7
STA. 21+86.91 LICK CREEK STA. 40+29.74 WALLACE BRANCH
F- .01
??

IN
mac rn
m
n y 14
1?j sq
m
m ?
?
.

W
mmo
- N
C7C)'
0 .- Z
-IDD?O
?-i
-- I
nn
<m o0
i
z m
R
m
m
zK-+z
-?A=--4 Zc
n
C-i? %,v
,1
D
Tr
om
p

Nzm?

A; .:o C? D r
-p
ox
K O D
?mc7
DDM724 -0j 1-4)m
p-o D
'--InD
rzop
rm0? zoz
zz Nn;
m-<D.
WPp- *. O KN C7
DmzN ADO -< mm
cz
z m
7 mo
m
0
c
n
0 m
7
nD z
?
_;
? i
-I ilr-o
mc
.
0
r-C2N DrZ 0>
0
C Z z
r- Km
Drnr MOO
Ot= ?owo
m'- -I=
m0-Zm Zr-D D
poC
?

m

K'nno
?
oC
Z ?
-
c
D"i
Do070
r-? NOco
m ?pW
m
?
z mmm z
-
mZOD

r °mZr mz
u
-AM
m
oO-,
r -+
DNIV mm
ZDO
r->>

j r2p
D ozx
m
-
rZp Ln
. r- Ooma
o
X-oDz O NCT1
-+mr-z p7mo >= >r-
on m C<
r
r
N
D mm O
D<
mz r
N CW
rm'
0-
DO(/1"I
z m
- Tt
or
O z::E
M
o
n = D
Z N E5
° D m
? r o o
m
r
m r
m
z °
c')
ggk?2 .1 )'S
W

1 $
N
O
S
2
l?l 4 ? N
C p
rri
?m
4 m
4
\L--
s
0
0
,0
"oa^
y, I
mar=
mn
,s
o : m W 0
000
z ?X
n
J1 CF)
` = O p
m?

03-4
N
I
V T z

61i
s
m
ro?
?a
a
o°
8
x
?-1
A
n
s
A
O
N
0
0
0
0
ti!
TINlu
O V10
xX ?
0
LA N K
mo
? D =
N
z

n
°z
m
m
S
? L 6?N01 N?jdW
9 4 4
4 4
'nNX
oulo
XX C-)
U'1
O
DX D
N W ?
m O
D =
N
z
1
N

MATCH LINE -
STA.52+ SEE SHEET EC-8
29.48 LICK CREEK
ND---I
m-oorn
m -o
ooxm
mK
NDZ0
M ?nD
\ pm
omn
o n
/ p
V)
< 70
L > rrl
?0
m
n
?
1

b
J o

m

m?

??
1
11
I
I -0o
I
I
DD
I N ?
m?
\
\? "D
clA?
1 (

?
\ m
\ ? m

O
C
<
N /

/

SEAL CLIENTS PRMCTl
LICK CREEK Prepared by REVISIONS
-
Q RESTORATION SYSTEMS.LLC NO. GATE

>^
` E NATURAL RESOURCES
RESTORATION AND CONSERVATION STREAM RESTORATION
1
OT/01/05
AWED STOCKPILE AREA
X 4 a !P,
I LEE COUNTY
n ; L I - '? I
"
d
q rITLE1 URS Corporation -North Cordlno
16 ,?
,.? 28132 ::
o
?
h

SION AND SEDIMENT
R
1600 PerinWer Pork Drive
v"
Nci?;? O
E
P
AN North Corollno 27560
Morrisville
S
N laq,p,pnl ' • CONTROL
L ,
TMAPHO L 1919) 461 -1100 PAX [phone]
m
m
W
rnajo'
<M-nn N
C-)
007) Z
-IDD--{O -
X-I m? x?oooo

ZK-iZ
L(n? ?m
nDm-p? a?z? n
m?mvo?
A
-fin=-1

Pzmx
Z C-I 0

zx

r?x .
oo.ax °n
c NNr
D
-Im nCD.
-IC?77 OD
DD?7x 1n-4 rnZ,
° o
DD?-i
rZOp -a0
z-C
O -Ic)
(nnx is a ns
mm N
rmcnx
Op z
fi
: m-<D
K:? n -n rp z
A
W
_
DXZ(n t
DO C-)
-C Z
z
Zm m
m N
W
(nC
rp. o
cmD Zm
-Ir-x
V1D N 0
nxr"
z % D :j
ono X0 O
nn
m

-I!'
0
F

D
rz zz
o

o
r Rao
nmr zcncn
Oo= MOCncn
m?,-'=
mm0-Zim Zr-D 00CD
?
r
0 0 F
. n
Der
m
>00

z
rz
r -I C)
N OJ
rTT
m
XOm
z ?
rm
wo
i
Z
o ?
m n
r-a
Z?
rr1Z r 0
MZF m
z
?-O.
:v
OO?r 3>L/) Z>O 8
nrD

r
z
F =n r^°

x
o

8
Z5
Xr_
o
ci"r m
OD
.m-OD Z r0 rI m

--IMFZ

p0
m
m
rDr-
On 0
m< < rr

N
m? ?? =ro
-n
) )> r-1 Cm
r
DO(mnm
z r^
- p r Z?
v
=D 0
Z?
DSO
•
Dn
r 0 Nr

r
m c:
m r
o
z
C)
'r -
?r
-n m
O D
AA
D
m
(Am
mz
00
N
n
2
a
z
z
N m
r
Q
g?
p a
2 o
?P2
W
m
0
0
0
A
O
0
r
i

2
10
0
.d y ?dw
7
95
moo Too
/
J
d?
x x
a
mN?
N C \4
\ X,NA sa
\1
\ \ G
\ •° b
t
\ \
co 0 = 1
a O I 1\\
N_ c
Z r \\
T
oa
z; \
(A \ I I
s .?
a=
N
m? 1
N
.D O / 1 I
L-
r YJ?YYY \
s.
MATCH LINE - SEE SHEET EC-9
STA. 68+14.39 LICK CREEK

c°
m
-o
O
D
-c
D
n
n
m
cn
cn
0
D
o _
J
I
l
?J

i
m
s
z

m
\ y
ram
moo
mN+ o
>m

L
SEAL CLIENTS PROJECTS
LICK CREEK Prepared by REVISIONS
o • RESTORATION SYSTEMS. LLC NO. DATE
?.,,?
?,,A 01
E S" NATURAL RESOURCES
RESTORATION AND CONSERVATION STREAM RESTORATION

"

$
S'
N
?`
UP Pi ni LEE COUNTY
y g

3
A? -
Tln?,
URS Corporation - North Carolina

CID
m
N
f 843
2 2
,
y ,,,,d

ENT
SEDI
1600 Perlmeter Park Drive

Q yyt'' Za
„,.
f , ?
°
"
' EROSION AND
M North Carolina 27560
MorrISVille
Q /11?c.
: s;0:f.ll.,ll:
ui CONTROL PLAN ,
TZU9*0! 19191 461.1100 FAX [phone]•141e

m000 N .. v -IDD...{O
AI nC?
X -+ m-i
q m o zzc c
>?+ z? {z ?Nr c?>r- 0
2 MM z70
'o
9 6?/?F # # imn O-n m DD?>
-IO nD?-<
x? rD?008 p_ N
I 9? s m m; r 17rri ?7 ZOZ m?D
co >00n
I
-0 x ?FFFc` ° m' ?? O Nr°-0 _M> M 4r-m
1 D m z: ?DC7_I mNnD
x r m z D O Z 0
I\ \ m r??C 'ONC/1 ?N°
1 \ o i Dmr
o cl 07ZZm CI=D 00D
/ 1 r 1 ( m m° -I-r, zrr xcr
C7zr Dn-Ir
I \ DOZE V1
R.M 007 --IOWm
I I D O N S m D
1 \ I 2r-> ,>o= :j mz?
--? m?r ?zr rTj
O 7r- D VN N ZDO
g,ODO ?rD'Z-Ir?1Dp °nK
+z? o. Z r-4 om J)---
M- r
OK-no ?n o
OK-no m
xmo> -?mrr-a M2 ?nr<
,2 9 Oct C) C< rr-
SD?z -Im S O
Vl-CDS ` m ND -D Cm; I
M cn p C\ 0-im z m n r
DoVI-+ p0 X
cn m
czilo
?O? = a / < Dzt/1z z ? °-Im
<n0 1? I Dz p C)
50 -I C-) Un
) ?, (1 m { r C r
VV)rn 414 I I = rm Z
G')
> m
x c ? v D
?-4
4 I I I D
F ` ` I1 \ m?
F 4 \' ?? I I M D
l 4 I4 4 1 \ Z n
4 ?` 414 ?\ ?\\\ Om
( a V1
o t / 4 4 \ \ \ ? '0
irn
\\ \ z °
z
y
N _
H
/ n I?
/ w
L,
\
\\ D
o D
cf)
mW
x
AL vROaECr: Prepared by REVISIONS _
.1 a a RESTORATION SYSTEMS. LLC LICK CREEK NO. 057E
CARpNATURAL RESOURCES STREAM RESTORATION
° L" S5 RESTORATION AND CONSERVATION LEE COUNTY
1I 11 111111
INiI CONTROL < o jy ?? :?+p!plu? Will URS Corporation - North Carolina
?y?? IM NT 1600 Perlme?er Park Or"
c EROSOIN AND
NTROL PLANE ,Morrisville. NorthCarolino 27560
N ,,,??py ?? c,,o Uhf I I.
TQ,lPFIOPC 49191 461.110n RAx (9191 ?61.1415
ti
N
?t
r
O
o O
o ?
D
Q uj
r Z
? LO
L?
a
~ w 0 a+
a
Y
W
g
Q 2
U
vl-
Y
Y
Q ?
H

Z U
~

D
O Z
U U

D ?
0
0
r
O

c21

Z

Q } 0

U
Z
- W
p = 4a
0
V

ffS o ?ce a

I
® CSI
Q
Z `
ri ?
' w ? z
0 4.)
" ¢ N
U i__i z
O
Z
W
a U v
N rl

4

3

z LLI
a
w
U

W
p
W d+
\
¢ ? U O
U.