20060009 Ver 1_Complete File_20051229

W A T F?QQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
{?- North Carolina Department of Environment and Natural Resources
O 'C Alan W. Klimek, P.E. Director
Division of Water Quality
January 6, 2006
DWQ Project # 06-0009
Durham County
Mr. Eddie Culberson
Durham County Soil and Water Conservation District
721 Foster Street
Durham, NC 27701
Subject Property: Lick Creek Stream Restoration
Lick Creek [030401, 27-11-(1.5), WSIV, NSW, CA]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Culberson:
You have our approval, in accordance with the attached conditions, and those listed below, to place fill
within or otherwise impact 4,062 linear feet of stream and 74,700 square feet (ft) of Zone 1 Neuse River
protected riparian buffer and 49,800 square feet (ft) of Zone 2 Neuse River protected riparian buffer for
the purpose of performing stream restoration on the Lick Creek stream at the subject property, as
described within your application dated December 28, 2005, which was received by the N.C. Division of
Water Quality (DWQ) on December 29, 2005. After reviewing your application, we have decided that
the impacts are covered by General Water Quality Certification Number(s) 3.495 (GC3495). The
Certification(s) allows you to use Nationwide Permit(s) NW27 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to
the protected riparian buffers per 15A NCAC 213 .0233. 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, and Non-discharge 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 or CAMA 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
certification and any additional conditions listed below.
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 (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
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.no.us/ncwetlands
None Caro "na
tur?
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Durham County SWCD
Page 2 of 3
January 6, 2006
Amount Approved
nits Plan Location or Reference
Stream 4,062 linear feet) PCN page 9 of 14
Buffer - Zone 1 74,700 (square ft. PCN page 13 Of 14
Buffer - Zone 2 49,800 (square ft. PCN page 13 Of 14
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.
3. No Waste, Spoil, Solids, or Fill of Any Kind
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. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B 33 and GC 3495.
6. Planting Plan
Native plants shall be used in the planting plan per the guidelines of the Stream Restoration Institute.
Website: http://www.bae.ncsu.edu/programs/extension/wgg/sri/native-plants revised.htm
Durham County SWCD
Page 3 of 3
January 6, 2006
7. 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 within six months of the date
that the Division of Land Resources has released the project.
8. Certificate of Completion
Upon" completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, 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.
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 Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
Ilan W. Klimek, P.E.
AWK/Um
Enclosures: GC 3495
Certificate of Completion
cc: Steve Bevington, Buck Engineering, PC, 8000 Regency Parkway, Suite 200, Cary, NC 27511
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 060009LickCreekStreamResgDurham)}0l
.
BUCK 8000 Regency Parkway
suite 200 LETTER OF TRANSMITTAL
Cary, North Carolina 27511
Phone: 919A63.5488
I"i N G I N 6 F R I N (i Fax: 919A63.5490
www.buckergineering.mm .... _ ._ _. r) O O 6 O O O
TO: NC Division of Water Quality RE: Permit Application for 401 permit for
Parkview Building Lick Creek Restoration Project
2321 Crabtree Blvd
Raleigh, NC 27604
ATTENTION: Ms. Laurie Dennison
DATE: December 28, 2005 JOB NO.
266
We are sending via:
Fax 0 Regular Mail F_? Pick-up OX Hand Delivered
The following items:
Correspondence [ Plans F-1 Specifications QX Other as listed below:
COPIES DATE NO. DESCRIPTION
5 Design Plans
5 Restoration Plan
5 PCN form
1 Fee $475.00

THESE ARE TRANSMITTED as checked below:
eX For Approval As Requested HApproved Approved As Submitted 8 Returned For Corrections
For Your Use X For Permitting As Noted Forward To Subcontractor
REMARKS:
Please find enclosed an application for DWQ's 401 Permit along with supporting
documentation for the Lick Creek Stream Restoration Site in Durham County. If you have any
questions, please give me call at [phone].
COPY TO: File SIGNED: Staci Ricks
1
-
40 ?Soul
BUCK&
ENGINE ERIN Zr.
December 28, 2005
Mr. Eric Alsmeyer
Raleigh Regulatory Field Office
Department of the Army, Corps of Engineers
6508 Falls of the Neuse Road Suite 120
Raleigh, NC 27615
Ms. Laurie Dennison
NC Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
8000 Re e n c y 11 ark way. S u i to 200
C a r v. N o r t h C a r o l i n a 2 7 5 1 1
1' h o n e ?) 1 9. 4 6 3. 5 413 8
P a x: 9 1 9. 4 6 3 5 4 9 0
ww w.l>uckengi nceri ng . com

FV t ?
Re: Lick Creek Stream Restoration Project
401/404 Pre-Construction Notification Application
Dear Mr. Chapin and Ms. Dennison:
Enclosed for your consideration and approval is the Pre-Construction Notification for the US Army Corps nationwide
permit 27 and the Division of Water Quality's general certification 3495 for stream restoration, enhancement and
stabilization and wetland and Riparian Restoration and Creation activities for the Lick Creek Site stream restoration
project. Also enclosed are copies of the Lick Creek Stream Restoration Report and Plansheets for your reference in
reviewing the PCN application. Thank you in advance for your assistance.
If I can be of any further assistance, please do not hesitate to contact me at [phone].
Sincerely,
Staci Ricks
Enclosures
Respoirsible ! n€'iii ee: r i n cruel .Scicjic e for et fiei?e r !i nviroriine nt
Cary. NC Char I ,tte_ NC A t I a n t a GJ? - Ashc? i I Ic NC
Office Use Only: Form Version March 05
2 0 6 0
USACE Action ID No. DWQ No. 0 0 0 9
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
01 ?
I. Processing U L) 61 ffEr%,
1. Check all of the approvals)requested-fgazts?oject:
1
2 ® 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
3. Nationwide, Regional or General Permit Number(s) Requested: WQC 3495 and NWP 27
4. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
5. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
6. 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 M D
Environmental Concern (see the top of page 2 for further details), check h
II. Applicant Information DEC 2 9 ZOOS
1. Owner/Applicant Information WMW pg AM) ND EORMWAWA
Name: Mr. Eddie Culberson
Mailing Address: Durham County Soil and Water Conservation District
721 Foster Street
Durham NC 27701
Telephone Number: 919-560-0558 Fax Number: 919-560-0563
E-mail Address: eculberson(a,co.durham.nc.us
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: Steve Bevington
Company Affiliation: Buck Engineering, PC
Mailing Address: 8000 Regency Parkway, Suite 200
Cary, NC 27511
Telephone Number: 919-463-5488 Fax Number: 919-463-5490
E-mail Address: sbevin on(a),BuckenQineering.com
Page 6 of 14
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 Creek Stream Restoration
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0860-01-46-2915, 0860-01-47-5165, 0860-01-
46-7723, and 0860-02-67-0888
4, Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): Shaw Hills Estates
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, take HWY
50 north to HWY 98. Take HWY 98 west and turn left onto Olive Branch Road Lick Creek
flows under this road about 1/4 of a mile from HWY 98.
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): 35/58/06 ON 78/47/00 °W
6. Property size (acres
7. Name of nearest receiving body of water: Lick Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htt2://h2o.enr.state.ne.us/admin/mVs/.)
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 stream is deeply incised and eroding throughout the
project area. The stream is presently widening rapidly and mass wasting of bank materials is
Page 7 of 14
being transported downstream at a high rate. Please refer to attached documents for further
information on current conditions of site.
10. Describe the overall project in detail, including the type of equipment to be used:Restoration
of 4,062 feet of stream along Lick Creek and two unnamed tributaries. Work to be
conducted with pans dozer, track hoes, and other equipment typically used for stream
restoration pro] ects.
11. Explain the purpose of the proposed work: Durham Soil and Water Conservation District
proposes to restore 4,062 linear feet (LF) of stream along Lick Creek and two unnamed
tributaries.
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.N/A
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. 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
Page 8 of 14
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts are necessary
to restore the stream back to its natural habitat.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all` intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width. then divide by 43.560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet) Area of
Impact
(acres)
1 Lick Creek Restoration Perennial 20 4,062 1.9

Total Stream Impact (by length and acreage) 4,062 1.9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Page 9 of 14
Open Water Impact
Site Number
(indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 1.9
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 1.9
Total Stream Impact (linear feet): 4,062
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
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.
Proposed impacts are required to restore stream functions, as described in the attached
Page 10 of 14
documents. Project will result in restoring approximately 4,213 linear feet (LF) of stream along
Lick Creek and two unnamed tributaries to Lick Creek and an overall increase in stream length
on the site from 4,062 feet to 4,213 feet.
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
htt2://h2o.enr.state.nc.us/ncwetlands/stringide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
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
Page 11 of 14
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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also, provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
Page 12 of 14
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 multilDliers. Required
Zone* (square afeet Multiplier Mitigation
1 74,700 3 (2 for Catawba)
2 49,800 1.5
Total 124,500
* 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. Stream restoration is exempt from the Buffer
Rules. Impacted areas will be replanted as Dart of the Droposed restoration work. The
project will result in an overall increase in riparian buffers by approximately 8.5 acres.
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. N/A
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.
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
Page 13 of 14
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
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).
/A

-,- VApplicant/Agent's Signature C-' Date
(Ajent's signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
NARRATIVE PROPOSAL
LICK CREEK STREAM RESTORATION
AND SEDIMENT CONTROL PROJECT
Sao
The Durham County Soil and Water District is requesting $539,000 from the North Carolina
Clean Water Management Trust Fund to complete a $640,460 stream restoration project on the
sediment-impaired Lick Creek. The request is follow-up of the previously funded CWMTF
design project number 2004A-403. Lick Creek is a tributary to Falls Lake in the Neuse River
Basin. It drains a portion of eastern Durham County and western Wake County in a relatively
undeveloped section of these two urban counties. Channelization and straightening of the stream
channel in the past have resulted in a deeply incised stream bed with eroding vertical banks.
Urban development in this now vulnerable stream's watershed threatens to worsen a sediment
pollution problem that has already led to Lick Creek's listing on the State's Clean Water Act
Section 303(d) list of impaired waters.
721 f a xf. %ta H D • H NC H 27701 H PP,•c (1111) S60-OSS$
TIA 4-a 4 at 4 q, mu4v?, ea", ^04 4"1:s 4?
The purpose of this project is threefold and includes: 1) conversion of 3,200 linear feet of Lick
Creek from an eroding, degraded channel to a natural, stable system with excellent aquatic
habitat, 2) reduction of sediment loading to a sediment impaired 303(d) listed stream segment,
and 3) establishment of vegetated riparian buffers along the Lick Creek Corridor, which will be
protected in perpetuity.
Lick Creek Stream Restoration Project
Need for the Project
Lick Creek, a tributary to Falls Lake within the Neuse River Basin, is an incised gulley (a G
stream type as defined by the Rosgen stream classification system) over much of it length. It
flows eastward out of Durham County as it flows toward Falls Lake (Figure 1). Lick Creek has
special significance as a water resource due to a number of important factors. Lick Creek is a
water supply source for Falls Lake, providing water to the City of Raleigh and surrounding
communities. Lick Creek has been designated by the North Carolina Division of Water Quality
(DWQ) as Nutrient Sensitive Waters. Nutrients that enter Lick Creek contribute to
eutrophication in both Falls Lake immediately downstream and the Neuse River Estuary below.
Lick Creek is impaired due to sediment pollution and is listed on the State's 303(d) list of
impaired waters. Further, due to concerns about the impact of development on water quality,
Lick Creek has been targeted by the North Carolina Wetlands Restoration Program and the
Upper Neuse River Association as a key area of conservation for the region.
The site itself is located at a DWQ sampling location where sediment impacts have been
described and raised as a concern since 1995. Near vertical banks are eroding to the extent that
trees and large amounts of bank materials are falling into the stream channel. Excess sediment
lies in the stream channel, resulting in mid channel bars and severely impacted aquatic habitat.
2
A stream restoration opportunity exists on Lick Creek below Olive Branch Road (SR 1905) in
Durham County. The present total length of the project is 3,100 feet and is divided into two
reaches.
Reach 1 is 2,700 feet and starts just below the Olive Branch Road bridge and has a drainage area
of 2.5 square miles. The stream is characterized as an incised G4 stream type with a few short
sections of the wider F4 stream type. Large debris dams contribute to heavy bank erosion and it
is common for trees to fall into the channel. The stream channel is generally straight with a few
extremely tight meander bends that are eroding quickly. The stream has a very low sinuosity
(less than 1.2), which has reduced the number of pools. The riparian buffer is forested on the left
bank and pasture behind a single line of trees on the right bank. The reach has extremely high
banks (bank height ratios above 3.0) and the stream is isolated from its flood plain during
moderate floods.
Reach 2 is the downstream 500 linear feet of existing stream channel. This reach is also a G4
stream type with a few more F4 cross sections than found in Reach 1. The existing conditions
are very similar to Reach 1; however, the stream bed is even more incised here with higher banks
as bank height ratios approach 5.0 in some places. Reach 2 has more pattern that Reach 1, but the
outside of all meander bends are eroding heavily. Both banks are covered with young forest but
trees continue to tip into the eroding channel. Both reaches have similarly poor aquatic habitat
and many signs of sediment pollution.
Lick Creek Stream Restoration Design
The Durham County Soil and Water District will hire a North Carolina licensed engineering firm
with experience in designing natural channels in the Piedmont of North Carolina. The consulting
3
firm will be required to perform construction management, and post-restoration monitoring. The
consultant will implement these tasks to meet the following conceptual design.
The attached stream restoration design will be implemented for with Priority Level II stream
restoration on Reach 1 and a Priority Level III stream restoration will be implemented on Reach
2. On Reach 1, a wide bankfull bench will be cut through the pasture on what is now the right
bank of the stream. A new channel will then be designed to meander through this new
floodplain. On both reaches, streambanks will be stabilized with root wads, vanes, and cross
vanes. In areas where mid-channel bars have formed and/or bank erosion is severe, a properly
sized bankfull channel will be designed. In areas where bends are too tight, a correct plan form
geometry and bankfull channel will be designed. A riparian buffer will be established
throughout the entire project to include 50 feet of native hardwoods and shrubs along both sides
of the stream. 400 linear feet of stream length will be added to Lick Creek as part of the
restoration.
4
Project Monitoring
Results of the project will be monitored over a minimum of five years. The goal of the
monitoring will be to ensure the stability of the new stream channel, quality of the aquatic habitat
created, and quality of the enhanced buffer areas, and to document sediment reduction. The
monitoring will include the following assessments:
• Vegetation analysis (native and non-native)
• Macroinvertebrate and fish assessment using DWQ standards
• Level II Rosgen stream classification
• Channel stability, bank erosion, and substrate analysis
• Water quality (temperature, pH, dissolved oxygen, discharge)
The field information will be compiled into an annual report, presented to the Clean Water
Management Trust Fund and made available to the public.
The Durham County Soil and Water District thanks the Clean Water Management Trust Fund for
this opportunity and looks forward to working on this outstanding environmental project.
Talmage Layton, Chairman
Durham Soil and Water Conservation District
Date
5
Appendix I: Narrative Photo Log

Y 5N i ?„fd ?`.., 11.•M?it f,.
"?i?MM'ld d"
.,T

DURHAM COUNTY R.n .? "MOWr MICRO= M
NC 0266R 1 22
Ni,? BB SOIL AND WATER CONSERVATION DISTRICT NO. DATE CHECKED BY APPROVED BY
i School 1 I/DT/D{ JOHN HUTI'ON KEVIN TWEEDY
2 I/!!/M JGHN HU7TON KEVIN TWEEDY
Olive 1902
Edge- ooU Branch
B9ptDh Ch. PROJECT
EA /:-,,
-

-- DURHAM COUNTY

W

' `_, ?,y, CreaR J'
1
1
;1905 ?, xpRd.. LOCATION: EASTERN DURHAM COUNTY
W g a
_-,119a? 1 1903 g
- SOUTH OF NC 98 OFF
2
SR 1905 OLIVE BRANCH RD. 0
0
6

V
? i TYPE OF WORK STREAM RESTORATION 0
V p 9
401 S ® DEC 2 9 2005
VICINITY MAP
R - WATER QUALITY
WETL
MM
AND STORMWAiER BRA o
INDEX OF SHEETS 'F
SHEET 19 I SHEET 14
1 ..........................TITLE SHEET
1-A ...................... STREAM CONVENTIONAL SYMBOLS I (
GENERAL NOTES, STANDARD
SPECIFICATIONS, AND
VEGETATION SELECTION BEGIN CONSTRUCTION UT1
TA 10+00
00
1-B ...................... CONVENTIONAL SYMBOLS .
2 TO 2-B .............. TYPICAL POOL AND I
RIFFLE CROSS SECTIONS, m SHEET s
STRUCTURE DETAILS - ? I
SHEET 4
3 .......................... CONSTRUCTION SEQUENCE,
EARTHWORK SUMMARY, QUANTITIES
4 TO 9 ................ PLAN VIEW OF PROPOSED AND
EXISTING STREAM DESIGN s
\ ? I
slim s SHEET 9
PROFILES
10 TO 12 I i % I T
...........
13 T014 .............REVEGETATION

...............EROSION CONTROL - TITLE SHEET
EC-1
..
Mt / SHEET r
END CONSTRUCTION REACH 2
STA *10,19
.
.
EC-2 TO EC-3.... EROSION CONTROL - DETAILS 1
I
I
EC-4 TO EC-5.... PLAN VIEWS - EROSION CONTROL I, M1 t
?7 ?S I \ l
?? ?. s I y /'

BEGIN CONSTRUCTION REACH 1 END CONSTRUCTION UT 1 I E
+
t
,
A STA 1D+00.00
? I
/
w
N I END CONSTRUCT ON UT 2 STA 11+32.33
ENO CONSTRUCTION REACH 1 STA 32+98.900.
BEGIN N TR TI 2
BEGIN CONSTRUCTION UT2
- STA 10+01.00
00

V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH PREPARED IN THE OFFICE OF: PROJECT ENGINEER
W

o

5 0 30 .0

N STREAM
S REACH 1 REACH 2 UTl UT2

TYPE C C C C
EXISTING STREAM LENGTH = 4062 FEET BUCK BOW Phms:YF.kw-5M 209
? ee"911=N2rs11
.,, Caroli 277
NOINERRINO rec9,aaws+9D
DE
I PROPOSED DESIGN STREAM LENGTH = 4213 FEET
' 132'
'
'
PLANS 229
1592
DESIGN REACH LENGTH 2260

O 3o is 0 3o bo BANKFULL XSEC AREA 60.0 71.0 7.0 21.0 KEVIN TWEEDY, P.E.
PRO
E
T EN
RNEBR PRELIMINARY PLANS
DO NDS USE P)A CONMUCTION
0 20
0
0 11
8 40
26 J
C
G
BANKFULL WIDTH
.
.
,
.

`06 (E
JUNE
t
)
s
.
PROFILE (HORIZONTAL( BANKFULL DEPTH 5.0 5.5 1.7 2.8 aElnxc DATE:
JOHN HUTTON
10 0 5 t0 WJD RATIO 12.0 12.0 12.0 12.0 PROJECT MANAGER
EDDIE CULBERSON
CONTA
T
PROFILE (VERTICAL) :
C
PROJECTENGRVEER P.E
SIGNATURE:
STREAM CONVENTIONAL SYMBOLS GENERAL NOTES PROJECT ENGINEER
SUPERCEDES SHEET 1B
GO=
00
ROCK J-HOOK
m7v7 ROCKVANE
OUTLET PROTECTION
ROCK CROSS VANE
DOUBLE DROP ROCK CROSS VANE
SINGLE WING DEFLECTOR
DOUBLE WING DEFLECTOR

TEMPORARY SILT CHECK
c ROOT WAD
00 LOG J-HOOK
® LOG VANE
® LOG WEIR
LOG CROSS VANE
CONSTRUCTED RIFFLE
?o o BOULDER CLUSTER
ROCK STEP POOL
BARE ROOT/CONTAINERIZED VEGETATION
NOTE: CHOOSE 8 OF THE 11 LISTED SPECIES BASED ON
AVAILABILITY AT THE TIME THE VEGETATION ORDER IS PLACED.
MAINTAIN THE SAME RELATIVE PERCENTAGE.
NOTE: CONTAINERIZED AND BARE ROOT VEGETATION SHALL BE
INSTALLED RANDOMLY 10 FEET APART FROM THE TOP OF
THE STREAMBANK OUT TO THE EDGE OF REVEGETATION LIMITS
rrnnAnenuAIAAAF 'Lr1FA1T1F71rNAMF Percentaae Total#
SYCAMORE PLATANUS OCCIDENTALIS 15 675
WILLOW OAK QUERCUSPHELLOS 10 450
RIVER BIRCH BETULA NIGRA 15 675
GREEN ASH FRAXINUS PENNSYLVANICA 15 675
WATER OAK QUERCUS NIGRA 10 450
WHITE BASSWOOD TILIAHETEROPHYLLA 5 225
PERSIMMON DIOSPYROS V1RG1N1ANA 5 225
PAWPAW ASIMINA TRILOBA 5 225
WITCH-HAZEL HAMAMELISVIRGINIANA 5 225
POSSUMHAW VIBURNUM NUDUM 5 225
SPICEBUSH LINDERA BENZOIN 10 450
Total 100 4500
BALL AND BURLAP VEGETATION
NOTE: CHOOSE 6 OF THE 8 LISTED SPECIES BASED ON
AVAILABILITY AT THE TIME THE VEGETATION ORDER IS PLACED.
MAINTAIN THE SAME RELATIVE PERCENTAGE.
NOTE: BALL AND BURLAP VEGETATION SHALL BE
INSTALLED RANDOMLY 25 FEET APART FROM THE TOP OF
THE STREAMBANK OUT TO THE EDGE OF 50 FT BUFFER LIMITS
nn ABAAnet 9JAAAC .CCIFNTIFIC NAMF P.--f- TM.1 It
SYCAMORE PLATANUS OCCIDENTALIS 15 12
WILLOW OAK QUERCUS PHELLOS 15 12
RIVER BIRCH BETULA NIGRA 15 12
GREEN ASH FRAXINUS PENNSYLVANICA 15 12
WATER OAK QUERCUS NIGRA 10 8
WHITE OAK QUERCUSALBA 10 8
RED MAPLE ACER RUBRUM 10 8
AMERICAN BEECH FAGUS GRANDIFOLIA 10 8
Total 100 80
VEGETATION SELECTION
LIVE STAKING/BRUSH MATTRESSES
NOTE: LIVE STAKES SHALL BE INSTALLED RANDOMLY 2 TO 3 FEET
APART ALONG THE OUTSIDE OF MEANDER BENDS FROM THE TOE
OF THE BANK TO THE TOP OF BANK. LIVE STAKES SHALL BE INSTALLED
RANDOMLY 6 TO 8 FEET APART ALONG ALL OTHER STREAM BANK AREAS
FROM THE TOE OF BANK TO THE TOP OF BANK.
rnhAhAnnl MARAP RCIFNTIFIC NAMF
BUTTONBUSH CEPHALANTHUS OCCIDENTALIS
SILKY WILLOW SALIX SERICEA
BLACK WILLOW SALIX NIGRA
SILKY DOGWOOD CORNUS AMOMUM
TEMPORARY SEED MIX
RIPARIAN SEED MIX (PERMANENT)
NOTE: RIPARIAN SEED MIX SHALL BE SEEDED AT A RATE OF
15 LBSIACRE ALONG THE STREAMBANKS FROM THE
TOE OF THE BANK TO THE TOP OF BANK.
COMMON NAME SCIENTIFIC NAME
Rate
Percentage (lhs lac)
REDTOP AGROSTIS ALBA 10 1.5
VIRGINIA WILDRYE ELYMUS VIRGINICUS 15 2.25
SWITCH GRASS PANICUMVIRGATUM 15 2.25
EASTERN GAMMA GRASS TRIPSICUM DACTYLOIDES 5 0.75
PENNSYLVANIA SMARTWEED POLYGONUMPENNSYLVANICUM 5 0.75
LITTLE BLUE STEM SCHIZACHYRIUM SCOPARIUM 5 0.75
SOFT RUSH JUNCUSEFFUSUS 5 0.75
BEGGARS TICK BIDENS FRONDOSA OR ARISTOSA 10 1.5
LANCE-LEAVED TICK SEED COREOPSIS LANCEOLATA 10 1.5
TIOGA DEER TONGUE PANICUM CLANDESTINUM 10 1.5
BIG BLUE STEM ANDROPOGON GERARDII 5 0.75
INDIAN GRASS SORGASTRUMNUTANS 5 0.75
Total 100 15
AMENDMENTS
NOTE: ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND TEMPORARY
SEED MIX
-AAAAnt.t KtAAAC
PATE
r)ATFS

ANNUAL RYE (COOL SEASON
130 LBSIACRE SEPTEMBER TO
MARCH
BROWNTOP MILLET WARM SEASON 45 LBS/ACRE APRIL TO AUGUST
NOTE: ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND
TEMPORARY SEED MIX
COMMON NAME RATE
MULCHING 3 bales/acre
PRELIMINARY PLANS
-®- SAFETY FENCE 1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING DO NOT USE: FOR CONBTRUCV014
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO MOVE
-TF- TAPE FENCE BOULDERS 4FTX 3FTX 2FT (APPROXIMATELY 1.4 TONS).
2. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE, AT A MINIMUM, TWO
-FP- 100 YEAR FLOOD PLAIN OPERATORS AT ALL TIMES DURING CONSTRUCTION OF THE NEW STREAM
CHANNEL. IN GENERAL, ONE OPERATOR WILL CUT THE NEW CHANNEL WITH
-? CONSERVATION EASEMENT A TRACK HOE, WHILE THE OTHER OPERATOR FOLLOWS AND INSTALLS INSTREAM BOBOegeOgFZAwarsude200
R
STRUCTURES, BANK STABILIZATION PRACTICES, AND TRANSPLANTS. Ph nyg1BCamfi-
BUCK
n 0
463318B11
-- - - - EXISTING MAJOR CONTOUR DURING CONSTRUCTION OF THE NEW STREAM CHANNEL, THE CONTRACTOR CN6INBBRINO Fax: [phone]B
WILL BE REQUIRED TO HAVE TWO TRACK HOES AND ONE LOADER ON-SITE.
----- EXISTING MINOR CONTOUR
3. CONSTRUCTION IS SCHEDULED TO BEGIN JUNE 2006.
?-v-. FOOT BRIDGE
J
1 1 TEMPORARY STREAM CROSSING

PERMANENT STREAM CROSSING
STANDARD SPECIFICATIONS
® TRANSPLANTED VEGETATION
TREE REMOVAL EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
DECEMBER 1993
/el TREE PROTECTION
6.60 TEMPORARY SEDIMENT TRAP
TRANSPLANTS
6.06 CONSTRUCTION ACCESS
u FILL CHANNEL
6.62 SILT FENCE
6.70 TEMPORARY (FORD) STREAM CROSSING
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
*S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement .............................
Curb ........................................... ----
Prop. Slope Stakes Cut ........................ _ _ _
Prop. Slope Stakes Fill ........................
Prop.Woven Wire Fence --------_-_---.... _eE-
Prop. Chain Link Fence ..................... 8 --8-
Prop. Barbed Wire Fence.. ................... 0
Prop. Wheelchair Ramp ......................
Curb Cut for Future Wheelchair Ramp ------ cr
Exist. Guardrail ............................... _
Prop. Guardrail ................... ........
Equality Symbol ................ ........
Pavement Removal ............ . . . _ ...........
RIGHT OF WAY
Baseline Control Point ........................
Existing Right of Way Marker .................. Q
Exist. Right of Way Line w/Marker ............. - -
Prop. Right of Way Line with Proposed
R/W Marker (Iron Pin & Cap) .............. A
Prop. Right of Way Line with Proposed
(Concrete or Granite) ReW Marker ...........
Exist. Control of Access Line .. . ................ 'El
Prop. Control of Access Line ...................
Exist. Easement Line ...........................
Prop. Temp. Construction Easement Line ...... -E
Prop. Temp. Drainage Easement Line ......... -roE-
Prop. Perm. Drainage Easement Line ......... _PM_
HYDROLOGY
Stream or Body of Water ....................
River Basin Buffer_ ................._........ -RBB-
Flow Arrow ....................................
Disappearing Stream .......................... r.. _
Spring ............. ......._--............... 0./
Swamp Marsh ................................. &
Shoreline------------ -----_--..........------- -------
Falls, Rapids .................................... - -a - -
Prop Lateral, Tail, Head Ditches ..............

STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert ,,,,,,,,,,,,,,, case
Bridge Wing Wall, Head Wall
and End Wall ................ ------ ,coNC WW(
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall c\
Pipe Culvert ................................... ?=-_ = =
Footbridge ........................ ............. >-------C
Drainage Boxes ................................ ce
Paved Ditch Gutter .......................... - - - _
UTILITIES
Exist. Pole .....................................
Exist. Power Pole ...............................
Prop. Power Pole ............................... b
Exist. Telephone Pole ..........................
Prop. Telephone Pole ............._--........ .a
Exist. Joint Use Pole ............................ y.
Prop. Joint Use Pole ........................... .b.
Telephone Pedestal ............................
LVG Telephone Cable Hand Hold -----------
Cable TV Pedestal ............................
U/G TV Cable Hand Hold ....................
WG Power Cable Hand Hold ................. 0
Hydrant .........................................
Satellite Dish ................................._ b
Exist. Water Valve. _. - - .........................
Sewer Clean Out .................._---...... Q+
Power Manhole ................................ 0
Telephone Booth ............................... f9
Cellular Telephone Tower ......................
Water Manhole .................................
Light Pole ...................................... 0
H-Frame Pole .................................. H
Power Line Tower ..............................
Pole with Base ................................ p
Gas Valve ..................................... 0
Gas Meter ..................................... 0
Telephone Manhole ............................ 0
Power Transformer ............................. 0
Sanitary Sewer Manhole .......................
Storm Sewer Manhole ........................
Tank; Water, Gas, Oil .........................
Water Tank With Legs --_.................... 0
Traffic Signal Junction Box .....................
Fiber Optic Splice Box ......................... (-El
Television or Radio Tower .................... 0
Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement ........... - ,S S
Recorded Water Line
Designated Water Line (S.U.E.*) .............. - ¦- ¦- .
Sanitary Sewer ................................ --u ss
Recorded Sanitary Sewer Force Main ...... -PSS_rss-
Designated Sanitary Sewer Force Main(S.U.E.*) -rss-rss-
Recorded Gas Line .......................... G 0-
Designated Gas Line (S.U.E.*) ............ _ ___4_ --a_ _
Storm Sewer .................................. ?____S-
Recorded Power Line ......................... P
Designated Power Line (S.U.E.*) ............. -._ _
Recorded Telephone Cable .................. -,-r-
Designated Telephone Cable (S.U.E *) _ _ . _ . _. _ _r- -r- -
Recorded WG Telephone Conduit ....... -rc-re-
Designated U/G Telephone Conduit(S.U.E.*) -_rE__rc-_
Unknown Utility (S.U.E.*) ---- _............ -4Un-qurL-
Recorded Television Cable ...... - _ - -...... -rr-vr-
Designated Television Cable (S.U.E.*) ....... __TP--rr--
Recorded Fiber Optics Cable ............... -
r0-r0-Designated Fiber Optics Cable (S.U.E.*) .....
Exist. Water Meter ............ . . . _ ......... 0
LPG Test Hole (S.U.E.*) ....................... m
Abandoned According to USG Record ........ Arne
End of Information ............................ w,,
BOUNDARIES & PROPERTIES
State Line ...
County Line...
Township Line
City Line......
Reservation Line ................................. ---_-_
Property Line ---------------- _.................
Property Line Symbol .......................... R
Exist. Iron Pin ..................................
Property Corner ................................ - +
Property Monument ............................
Property Number ............................. 123
Parcel Number ................................. 6
Fence Line .................................... _x-x-x-

Existing Wetland Boundaries .................. rw & iSBw
- -BLB- -
High Quality Wetland Boundary .............. -Ha n.9-
Medium Quality Wetland Boundaries........ -uo wee -
Low Quality Wetland Boundaries ............. .-co W.e-
Proposed Wetland Boundaries ................ -wlB-
Existing Endangered Animal Boundaries ...... - - EAB - -
Existing Endangered Plant Boundaries ........ - -ERB- -
BUILDINGS & OTHER CULTURE
Buildings ......................................
Foundations .................................... rJ
L
Area Outline ................................. C
N
Gate ...........................................
Gas Pump Vent or U/G Tank Cap ............ G
Church ........................................ A
School ......................................... g
Park .......................................... -- -
`-7
Cemetery ....................................... f-
Dom ................... ............._........
Sign ............................................ o

Well ........................................... o
Small Mine ----- .........._-......-----..:... x
Swimming Pool ........................-------
TOPOGRAPHY
Loose Surface ................................ -------
Hard Surface .................................
Change in Road Surface ..................... ..............
Curb ...........................................
Right of Way Symbol . ........................ R/w
Guard Post .... ............................_ . ocP
Paved Walk ... -------
Bridge .........................................
Box Culvert or Tunnel , - - - - - -
.......................
Ferry ......................................... -------
Culvert ....................................... ,.............,
Footbridge . .................................... ....... . . .....
Trail, Footpath ................................. -
Light House
tt'
VEGETATION
Single Tree .................................... 4
Single Shrub .................................. o
Hedge ......................................... Y,
Woods Line .....................................
Orchard ....................................... 4fl44?fJ
Vineyard ......................................
(-VNEYAItD 1
RAILROADS
Standard Gauge ...............................
arum
RR Signal Milepost ......................... o
Swtch ......................................... O%
TYPICAL STRUCTURE PLACEMENT
/ L FOOTER LOG > 12' DIAMETER INSTALLED BELOW STREAMBED
(OPTIONAL PER DIRECTION OF ENGINEER)
10-15 FEET LONG
>19' DIAMETER
CROSS SECTION VIEW
ROOT WADS WITH TRANSPLANTS
NTS
ROOT WADS
Tl0
STRUCTURE NOTES'
I- GENERALLY LOG WEIRS, ROOT WADS,
LOG VANES AND COIR FIBER MATTING
WILL BE INSTALLED IN THE LOCATION
AND SEQUENCE AS SHOWN.
2. ADDITIONAL STRUCTURES OR CHANGES
TO STRUCTURE LOCATIONS MAY BE MADE
BY THE DESIGN ENGINEER DURING
CONSTRUCTION.
NOTES:
1. COIR FIBER MATTING TO BE INSTALLED ON
ALL RESTORED STREAMBANKS.
2. IF ROOT WADS DO NOT COVER ENTIRE SLOPE ON OUTSIDE
OF MEANDER BENDS, COIR FIBER MATTING IS NEEDED.
PROJECT ENGINEER
IPRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTRON
BUCK BOBO P.BgnnPaVaa7 SV11200
Cary, NO.M Cantina 21511
Poone: 819-06]3488
[N 0I N RItRINO 2 Fu: 91BJ635190
LOG VANE
MAT BANKS WITH COIR FIBER MATTING
ANCHOR COVER LOG (SEE SPECS(
UNDER FOOTER LOGS , r
OR WITH A BOULDER. /
y ?
_ ROOT WAD
TRANSPLANTS OR
BOULDERS
FOOTER LOG FOR
TRENCHING METHOD
ONLY
PLAN VIEW
PLAIN
CROSS SECTION VIEW
NOTES:
TRENCHING METHOD:
IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK OR THE
BANK NEEDS TO BE RECONSTRUCTED, THE TRENCHING METHOD
SHOULD BE USED. THIS METHOD REQUIRES THAT A TRENCH
BE EXCAVATED FOR THE LOG PORTION OF THE ROOT WAD. IN
THIS CASE,A FOOTER LOG SHOULD BE INSTALLED UNDERNEATH
THE ROOT WAD IN A TRENCH EXCAVATED PARALLEL TO THE
BANK AND WELL BELOW THE STREAMBED. ONE-THIRD OF THE
ROOT WAD SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS.
NOTES:
DRIVE POINT METHOD:
SHARPEN THE END OF THE LOG WITH A CHAINSAW BEFORE 'DRPANG-
R INTO THE BANK ORIENT ROOT WADS UPSTREAM SO THAT THE
STREAM FLOW MEETS THE ROOT WAD AT A 9D-DEGREE ANGLE,.
DEFLECTING THE WATER AWAY FROM THE BANK A TRANSPLANT
OR BOULDER SHOULD BE PLACED ON THE DOWNSTREAM SIDE OF
THE ROOT WAD IF A BACK EDDY IS FORMED BY THE ROOT WAD.
THE BOULDER SHALL BE APPROXIMATELY 4'X 3B T.
TYPICAL RIFFLE, POOL, AND BANKFULL BENCH CROSS SECTIONS
I TOP OF
? ? \ \ ?VARJES
\?jf, ? ? W5M ?,
2 D-M.
? ? s7 ,k5
I I
RIFFLE
W*l
OM.
5L
?i N POOL
REACHI REACH2 UTi U T2
RIFFLE POOL RIFFLE POOL RIFFLE POOL RIFFLE POOL
28.6 35.0 29.2 40.0 9.2
f1.0
159
20.0
3.2 5.0 35 5.5 1.1 1.T 1.B 28
12.0 11.5 12.0 11.7 12.0 11.3 12.0 11.6
60.0 108.3 71.0 1358 7.0 10.8 21.0 34.4
11.0 7.6 11.9 9.8 3.7 1.7 6.5 4.6
LMDTHOF BANKFULL (NbM
MAXIMUM DEPTH (D- M.)
WIDTH TO DEPTH RATIO MW/ D)
BANKFULL AREA(AbkO
BOTTOM WIDTH (M)
-PH WU F-*-
RIFFLE WITH BANKFULL BENCH
TOPI
WIM --?4
WU
OPTIONAL
COVER LOG
4\
POOL WITH BANKFULL BENCH
NOTES:
1. DURING CONSTRUCTION CORNERS OF DESIGN CHANNEL WILL BE ROUNDED
AND ATHALWEG WILL BE SHAPED PER DIRECTION OF ENGINEER.
2. POOLS SHOWN ABOVE ARE LEFT POOLS ONLY.
1
p
J?
I
f I
TOP OF BANK
MAT BANKS WITH COIR FIBER MATTING
(BEE SPECS)
r- LOG WEIR

MAT BANKS WITH COIR FIBER MATTING
(SEE SPECS)
CONSTRUCTED RIFFLE
1 .0
Q% MAT BANKS WITH COIR FIBER MATTING
?V (SEE SPECS)
wl
rn
\ OI
\ a
U
ROOT WADS
(NUMBER AND
SIZE TO BE
DETERMINED
IN THE FIELD)
MAT BANKS WITH COIR FIBER MATTING
(SEE SPECS)
LOG VANE
LOG BURIED
IN STREAMBAl
AT LEAST 5'
TRANSPI
\
\
1 \
\ -LOG BURIED
BELOWSTREAMBED
PLAN VIEW
NOTES,
1. LOGS SHOULD BE AT LEAST 1Y INCHES IN DIAMETER, RELATIVELY STRAIGHT.
HARDWOOD, AND RECENTLY HARVESTED.
2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOG.
3. TRANSPLANTS ARE PLACED ALONG THE TOP OF THE BANK OVER
THE BURIED LOG VANE TO PROTECT AGAINST EROSION DURING
HIGH FLOWS.
TRANSPLANTS
TOP OF STREAMBANK

FLOW ? .'
STREAMBEO
1l

' '
Tr
I t
' i
BURY END OF L013 1'
BELOW MAX POOL DEPTH.
PROFILE VIEW
213BKFLWIDTH
PROJECT REFERENCE NO. SHEET N0.
A
LOG CONSTRUCTED RIFFLE LOG WEIR
A HEAD OF PROJECT ENGINEER
TOP ELEVATION POINT (HEAD OF RIFFLE)
OF BANK TOE OF BANK RIFFLE
2F00T MIXOFCUSSASTONE
LL 2FOOT MIX OF CLASS ASTONE.
}
,
I
V CLASSBSTONE.AND#57STONE CLASS BSTONE. ANDXS STONE TRANSPLANTS ® I ®
TRANSPLANTS PRELIMINARY PLANS
W NOT USE FOR NN87T
1x770N
81NCH MIX OF CUSS A STONE AND l
0 4 FLOW -+
CUSS B STONE TOPPED WTH2 INCHES
t
1?
LL ll??ll
J
B' G
•
RIFF OFXS7STONE
CE TAIL OF RIFFLE
I d
CHANN ELWIDTH

pp 81NCH MIX OF CLASS A STONE AND
-ado CLASS B STONE TOPPED WITH 2 INCHES
o? q OF A575TONE
B? 0
o VARIES
B I I q,.
S
TYPE2 S. rc5
FILTER FABRIC "I`"

' ttPEt
®
1.5X CHANNEL WIDTH
_`-?

®

BUCK 8000ry, N TParwiay 57511 200
6¦V¦(?eR Cary, NOM Carolina 275it
Phone: [phone]
lNOIN!lRINO Faa'
H9-0835489
o ? PROFILE A-A
FILTER FABRIC I SCOUR .

o POOL
/
D
o pp p EROSION
CONTROL
LOG WEIR
_ _ A ?
MATTING D_ 1/3 Dmex I

?S ?
1./
_____ _
A TRANSPLANTS
L
A' ELEVATION POINT
(TAIL OFRIFFLE) NOTCH
HEAD OF ELEVATION RIFFLE POINT PER E.TOFBO EPROM DTH ELEVATION
PLAN NEW HEADERLOG
PLAN VIEW SECTION B-B
'
FOOTER LOG
TOP OF STREAMBANK
CROSS SECTION VIEW
NOTES
I. LOGS MUST BE AT LEAST ID INCHES IN DIAMETER AND 15 FEET LONG.
•r-FLOW
2 DIGA TRENCH BELOWTHE BED FOR THE UPSTREAM FOOTER LOGS AND STREAMSED
STOCK PILE CUT MATERIAL
3. PUCE FOOTER LOGS FIRST AND THEN HEADER(TOP)LOG. SET ' PCd"
HEADER LOG APPROXIMATELY3 INCHES ABOVE THE INVERT
ELEVATION.
4. CUTA NOTCH IN THE HEADER LOG APPROXIMATELY 50 PERCENT
OF THE CHANNEL BO7TO,IWIDTH AND EXTENDING DOWN TOTHE /
HEADRLOG
BACKFILL(ONSITEALL NOTES:
WIUM) 1. LOGS SHOULD BE AT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHT,
INVERT ELEVATION.
5. PUCE FOOTER ROCK FIRST AT TAIL OF RIFFLE AND THEN HEADER ROCK HARDWOOD, AND RECENTLY HARVESTED.
8. FOR BOTH INVERTS, INSTALL FILTER FABRIC FOR DRAINAGE BEGINING 2. LOGS 24 INCHES IN DIAMETER MAY BE USED ALONE WITHOUT AN ADDITIONAL LOG.
AT THE MIDDLE OF THE HEADER AND EXTEND DOWNWARDTO THE DEPTH FILTER FABRIC SHOULD STILL BE USED TO SEAL AROUND LOG
OF THE FDOTER, AND THEN UPSTREAM TO A MINIMUM OF FIVE FEET.
7. FILL IN THE UP STREAM SIDE OF THE STRUCTURE WITH 2 FOOT MIX OF
. FILTER.FABRICFOR DRAINAGE . PLACE FOOTER LOGS FIRST AND THEN HEADER
3 (TOP) LOG. SET HEADER LOG
CLASS ASTONS, CLASS BSTONE, AND X57 STONE TO THE ELEVATION
FOOTER LOG (SEESPECS). APPROXIMATLEY 3 INCHES ABOVE THE INVERT ELEVATION,
OF THE TOP OF THE HEADER LOG
8. UNDERCUT RIFFLE BETWEEN INVERTS BY 8 INCHES, BACKFIIL BETWEEN 4. CUT A NOTCH IN THE HEADER LOG APPROXIMATLEY 50 PERCENT OF THE CHANNEL
BOTTOM WIDTH AND EXTENDING DOWN TO THE INVERT ELEVATION.

NS. INCH MIXOFCUSSAANDB STONE TOP WITH 21NCHES OF
#57 S STONE.
iE
SMINIMUM -?1
S. USE FILTER FABRIC FOR DRAINAGE TO SEAL GAPS BETWEEN LOGS.

SECTION A-X 6. PLACE TRANSPLANTS FROM TOE OF STREAMBANKTO TOP OF STREAMBANK
DOUBLE DROP ROCK CROSS VANE ROCK CROSS VANE
FLOW
t r
MIN
BAN ffULL F
?
HEADER ROCK
FLOW-
4%TOB%SLOPE

1
`
113 OF BOTTOM
?
DTH OF CHANNEL

CHANNEL BED CHANNELSED

WELL GRADED MIX
•-?
' D
A ..?
?.--
STREAM BED °

Y GRADE

B
ELEVATION A----- POINT
BACKFILL (ON-SITE ALLUVIUM) FOOTER ROCK
113 1S 113 O
w Q
m
FILTER FABIC
BOTTOM BOTTOM BOTTOM X57 STONE FILTER FABRIC - Y
WIDTH OF WIDTH OF WIDTH OF CLASS ASTONE SMINIMUM
CHANNEL CHANNEL CHANNEL m
CLASS BSTONE PROFILE VIEW 0 a
FLOW A ° SECTION A - A
VARIE
? A
w
w
A <

B 57 STONE
VANE
ARM

? r- - _ ?
>
CLASS B STONE _

??' HEADER ROCK
-\
BANKFULL STAGE
m

m m
1
BACKFILI (ON-SITE ALLUVIUM)?
\ ,TREAMBED 1
?? STREAM BANK

B B
° BACKWATER
6;.
POOL YffT ':
' '
SCOUR POOL
FLOW --------- ? 4X To 7% VANE •yy yp^E ?__.

rW _?-?_ ?-•
r
L

CLASS STONS
A STREAM BED

ELEVATION
\ \ \?'/?'/ Y ?/\Y
? \
/
n ? SILL \
_
•," FILTER FABRIC T
y

? ?•.
? 1'-r '

-• B NO GAPS
•? `
•'••-..-' PROFILE VIEW B-B
\

a I

1S MINIMUM

I VANEANGLE
BETWEEN
2W TO 30° I
BOULDERS

VANE ARM
\
` ? I
j I 6-8' SECTION A-A
/ I SCOUR
' POOL

PLAN VIEW FLOW CROSS VANE INVERT/GRADE POINT
-?
BEEN \
a `- FLOODPUVN SILL
BOULDERS ?\ • -? NOTES FOR ALL VANE STRUCTURES DUFFLE
-
POOLS(EXCAVATED)PER 1. BOULDERS MUST BE AT LEAST 4'xY xr. COTES FORALL VANES7R?T URES \ j
?I -'? IN
DIRECTION OF ENGINEER
DEPTH= AVERAGE BANKFULL DEPTH x 1.5 TO 2.0 2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER
ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK
1. BOULDERS MUST BE AT LEASTV x 3'x Z. ' -

02 ?'?h
\
AND THEN UPSTREAM TOA MINIMUM OF TEN FEET.

OR FOOTER ROCKS AND PLACE FILL ON UPSTREAM
3. DIG A TRENCH BELOW THE BED F 2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER

ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK AND
PL?L OVA /
?. ?? \
?'
\
R
N
PLAN VIEW THE ARM AND STREAM BANK

SIDE OF VANE ART AT BAN ULLAN?OPLA EFOOTERROCKSFlRSTANDTHENHEAOER(TOP)ROCK
4. ST THEN UPSTR TO A MINIMUM OF SIX FEET.

3. DIGATTRENC BELOW THE BED FOR FOOT RROCKSANDPLACE FILL ONUPSTREAM _
\?
Y
,Y
J/
??•%' ?\?/ /.V
5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS. SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK
6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT. 4. CONSTRUCT FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
7. USE CUSS B STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND S. USE CLASS B STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND CLASSA FILTER FABIC FOR DRAINAGE
CLASS A STONE TO FILL GAPS ON UPSTREAM SIDE OF CUSS B STONE. STONE TO FILL GAPS ON UPSTREAM SIDE OF CUSS B STONE. (SEE SPECIFICATIONS)
8. AFTERALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE 6. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
WITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK WITH ON-SITE ALLUVIUM TO THE ELEVATION OF ONE HALF THE HEADER ROCK PROFILE VIEW C-C
ID
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PROJECT REFERENCE NO, SHEET NO.
02141?
PLANTING SPECIFICATIONS TRANSPLANTED VEGETATION
PROJECT ENGINEER
TRANSPLANTED VEGETATION, ROOTMASS, AND SOIL MATERIAL PRELIMINARY PLANS
DO NOT USE FOR CONBTRUCITON
NOTES ,
1. PLANT BARE ROOT SHRUBS AND TREES TO THE WIDTH OF THE
BUFFER AS SHOWN ON THE PLANS.
2. ALLOWFOR&10 FEET BETWEEN PLANTINGS, DEPENDING ON SIZE. TOP OF STREAM I,
TOP OF STRFAMBANK
3. LOOSEN COMPACTED SOIL
4. PLANT IN HUES MADE BYAMATTOCK. DIBBLE, PLANTING BAR OR
OTHER APPROVED MEANS.
5. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS `
TO SPREAD OUT AND DOWN WITHOUT J-ROOTING.
8. KEEP ROOTS FAOISTWHILEDISTPJBU71NG ORWATTINGTO PLANT
BY MEANS OF WET CANVAS, BURLAP, OR STRAW.
7. HEEL-IN PLANTS N MOIST SOIL OR SAWDUST IF NOT PROMPTLY
.I
¦/ BoDORpaml PaBaaa76oIN2o9
PLANTED UPON ARRIVAL TO PROJECT STIE ???
R Cary-- Camfina 27511
TRANSPLANTED VEGETATION, ROOTMASS, AND SOIL MATERIAL Phone: 919J63,5448
TOE OF BANK ENOI NLRRI NO Fu 9164615499

\
BOTTOM OF CHANNEL
BOTTOM OF CHANNEL
1. EXCAVATE AHOLE IN THE BANK TO BE STABILIZED THAT VALL
CROSS SECTION VIEW OF BARE ROOT PLANTING ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLACED.
BEGIN EXCAVATION AT THE TOE OF THE BANK
2. EXCAVATE TRANSPLANT USING A FRONT END LOADER
EXCAVATE THE ENTIRE ROOT MASS AND AS MUCH ADDITIONAL
CROSS SECTION VIEW SOIL MATERIAL AS POSSIBLE IF ENTIRE ROOT MASS CAN NOT BE
EXCAVATE IN ONE BUCKET LOAD, THE TRANSPLANT IS TOD LARGE
AND ANOTHER SHOULD BE SELECTED.
NOTEB'
1. WHEN PREPARING THE HOLE FOR A POTTED PLANT OR
77 3. PLACE TRANSPLANT IN THE BANK TO BE STABILIZED SO THAT
VEGETATION IS ORIENTATED VERTICALLY.
FILLN ANYHOLESAROUND THE TRANSPLANT AND COMPACT
4
SHRUB DIG THE HOLE 8.12 INCHES LARGER
THAN THE DIAMETER OF THE POT AND THE SAME DEPTH .
.
5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.
AS THE POT
REMOVE THE PLANT FROM THE PDT
LAY THE PLANT ON
2 TRANSPLANTED VEGETATION AND ROOIMASS 6. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT
THEYTOUCH
.
.
ITS SIDE E NECESSARY TO REMOVE THE POT.
3. IF THE PLANT IS ROOTBOUND (ROOTS GROWING INA
SPIRAL AROUND THE ROOT BAlLLJJ MAKE VERTICAL
TOP OF STRFAMBANK CUTS WITH A KNIFE OR SPADEJUST DEEP ENOUGH TO
CUTTHE NET OF CUT ROOTS. CRISS-CROSS
UT ' ACROSS THE THE BOTTOM OF THE BAIL

4. PLACE THE
PLANTIN THE HOLE.

® ®

\ /

\

® \ /
6. FILL HALF OF THE HOLE WITH SOILISAME SOIL
REMOVEDFOR BACKFILU.
OILTOREMOVEAIR POCKETS AND FILL
T
T
E \ / TOP CF BANK

\
6. WA
ER
H
B
THE REST OFTHE HOLE WITH THE REMAINING SOIL
a
® \471
® TOE OF BANK
® ? ? ®
----- --
BOTTOM OF CHANNEL
CROSS SECTION VIEW OF CONTAINER PLANTING
PLAN VIEW
LIVE STAKING SPECIFICATION TREE AND SHRUB PLANTING DETAIL
NOTES:
1. STAKES SHOULD BE CUT AND
INSTALLED ON THE SAME DAY.
2 DO NOT INSTALL STAKES THAT
HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH
TOP OF STREAMBANK
BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED
PERPENDICULAR TO BANK
B. STAKES SHOULD BE 12 TO 2 INCHES DO NOT REMOVE LEADER
-??
N DMMETERAND2 TO 3 FT LONG.
6. STAKES SHOULD BE INSTALLED LEAVING
TOE OF SLOPE
llS OF STAKEABOVE GROUND.
BOTTOM OF CHANNEL THIN BRANCHES AND PRUNE PROPORTIONATELY TO COMPENSATE
FOLIAGE BY 113 RETAINING FOR REDUCTION OF ROOTS AND TO PROMOTE
NORMAL TREE SHAPE ----- NATURAL CHARACTER OF GROWTH
CROSS SECTION VIEW

WATER RETENTION RING TREE OR SHRUB SWILL BE
INSTALLED SO THAT 118

TREE OR STALLED SOU7HAT 1980E FINISHED GRADE OF THE ROOT BALL WILL
IN

e'SPACING BE ABOVE FINISHED GRADE
THE ROOT BALL WILL BE
ABOVE FINISHED GRADE

MULCH
WATER RETENTION RING
YJ' SPACING
MULCH
FINISHED GRADE
PLAN VIEW
SQUARE CUT TOP
BUDS FACING UPWARD
COMPACT BACKFILL
TOP OF TOP OF STREAMBANK

STREAMBANK _ .':._'_ _ _._ _,_...
MIN. 17 01A
`?.•:?
•:. COMPACTBACKFILL
. 1. .. ?, .. ?.._
X
. :1::::
r f r :'
' :'
' 1'
' :
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..
.
.
.
.
'. 1
, : , , ?. , .. , '?.... , . ? PLANT STAKES FROM
P OF BANK
.
BA KIN A
TO TOE OF &W
DIAMOND SHAPED
'A
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: :
'f
'
'?'
':
'1
':.
TTERN
..
.
,
..
..
..
..
.
TERN
:. ,:? ,;' ,;1 .:..; STAGGEREDPAIERN
.. '1 TREE OR SHRUB PLANTING DETAIL TREE OR SHRUB PLANTING DETAIL
,
AN CUT ?
3048 DEGREES TOE OF SLOPE.':1. ;..; Y. ;.. :.?;.'.;. GROUND LEVEL SLOPING GROUND

LIVE STAKE DETAIL
PLAN VIEW
m
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CONSTRUCTION SEQUENCE/ QUANTITIES
Lick Creek, UT1, & UT2
1. Prepare stabi I ized construction entrances, as indicated on plans.
2. Mobi I ize equipment, materials, and prepare staging areas, as shown on plans.
1 Install silt fencing around all suing areas as shown on plans.
4. Restrict construction traffic to the area denoted as" Limits of Disturbance'on the construction plans.
5. Clear and grub an area downstream of Station 27+50 adequate to construct stream channel corridor.
Limits of clearing will be flagged in the field by the construction inspector.
6. Install all temporary stream crossings, as shown on plans. To allow for drainage and to keep site
accessible, do not fill or block ditches and stream reaches on site during the initial stages of
construction.
7. As material is stockpiled throughout the construction period, place temporary silt fence around the
temporary stockpile areas, as indicated in the Erosion Control Plans.
8. Begin construction sequence by excavating floodplain areas to design grades in all areas except
within 10 feet of the top of existing stream banks. Fill ditches that do not contain any wader during
the grading operations. Along ditches with water or stream reaches, stockpile excavated material in
areas shown on the plans.
9. Begin excavation of the Lick Creek stream channel at Station 41+75 and proceed in an upstream
direction to Station 14+50.
10. Perform all work in the dry. At the downstream end of the new channel, where the new channel
crosses the existing channel, construct an Erosion-Control Check Dam to drain the new channel
without contributing sediment to the existing channel. At the upstream end of the new channel leave
a 5 foot plug of earth at the existing stream bank between the new and old channel.
11. According to the plans, once this section of stream has been excavated to design grades, install in-
stream structures, grassing, matting, and transplants in this section, and reedy the channel to accept
flow.
12. Between station 10+50 and 14+00, construct pump-around operations, as shown in the Erosion
Control Plans
13. Excavate channel to design grades, install in-stream structures, grassing, matting, and transplants in
this section, and reedy the channel to accept flow.
14. Turn water into the new channel by removing the earthen plug at the upstream end of the new
channel, removing the erosion-control check dam between the new channel and the old channel and
immediately begin plugging, filling, and grading the abandoned channel, as indicated on plans,
moving in a downstream direction to allow for drainage.
15. Once construction in a pump-around area has been completed, remove pump-around materials.
16. Once astream work Phase is complete, apply temporary seeding, permanent seeding, and mulch to
any areas disturbed during construction. Apply permanent seeding mixtures, as shown on the
vegetation plan. Upon completion of any phase of grading, apply temporary seeding in all areas
susceptible to erosion (i.e., disturbed ditch banks, steep slopes, and spoil areas) so that ground cove
is established. Stabilization measures shall be initiated as soon as practical in portions of the site
where construction activities have temporarily or permanently ceased, but in no case morethan 14
days after the construction activity in that portion of the site has temporarily or permanently ceased.
17. Backfill the existing Lick Creek channel only up to the confluencewith UT1. Allow water to
continue flowing from UT1 into Lick Creek.
18. Begin excavation of the UT1 stream channel at Station 12+00 and proceed in an upstream direction
to Station 10+40.
19. Repeat steps 9,10,13, and 15.
20. Continuebackfilling the existing Lick Creek channel only up to the confluence with UT2. Allow
water to continueflowing from UT2 into Lick Creek.
21. Begin excavation of the UT2 stream channel at Station 11+00 and proceed in an upstream direction
to Station 10+00.
22. Repeat steps 9, 10, 13, and 15.
23. Continue backfilling the existing Lick Creek channel to station 42+00.
24. Between station 42+75 and 48+90, construct pump-around operations, as shown in the Erosion
Control Plans.
25. Install in-stream structures, grassing, matting, and transplantsin this section, and ready thechannel
to accept flow.
26. Onceastream work Phase is complete, apply temporary seeding, permanent seeding, and mulch to
any areas disturbed during construction. Apply permanent seeding mixtures, as shown on the
vegetation plan. Upon completion of any phase of grading, apply temporary seeding in all areas
susceptibleto erosion (i.e., disturbed ditch banks, steep slopes, and spoil areas) so that ground cover
isestablished. Stabilization measures shall be initiated assoon as practical in portions of thesite
where construction activities have temporarily or permanently ceased, but in no case more than 14
days after the construction activity in that portion of the site has temporarily or permanently ceased.
27. Plant woody vegetation and live stakes, according to planting details and specifications. Complete
the planting phase of the project and apply permanent seeding at the appropriate time of the year.
28. Prior to demobilization of equipment from the site, ensure that the site is free of trash and leftover
materials.
Item # Description Quality Unit
C Mobilization/Demobilization 1 LS
D Temporary Silt Fence 1,700 FT
E Temporary Seed 800 LBS
E Straw Mulch 700 BALES
F Permanent Seed 150 LBS
G Clearing and Grubbing 2 ACRE
H Washed Stone 57 100 TONS
H Class A Stone 135 TONS
H Class B Stone 200 TONS
H Boulders 470 TONS
H Root Wads on-site 50 EACH
I Los 20 EACH
J Filter Fabric, Type II Nonwoven 750 SQ YDS
K Coir Fiber Matting 6,300 SQ YDS
L Transplants 600 SQ YDS
M Live Stakes 9,200 STEMS
N Tree Planting 5,000 STEMS
PROrECr ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONBTRUCION
BU /1./ BBOD Repmq CPa?ay s-S7B1300
((``K Cary, NoRi Ca6,h3517511
63- 5W 4 8
PF- 9198-096490
NO lRINO Fu: 9IB
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O i BEGIN CONSTRUCTION REACH 1
STA 10"+39.00
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BEGIN CONSTRUCTION 'UT1
A 10+00.00
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END CONSTRUCTION UT TA 11432.33
END CONSTRUCTION REA ill STA, 32+98.90= - - -
BEGIN CONSTRUCTION REAL 2 , _ _ - - -CU- j: LIMITS
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ON 'CONSTRUCTION -U-T2-
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END CONSTRUCTION REACH 2----
STA 48+90.29 /
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PROJECT ENGINEER
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PRELIMINARY PLANS
DO 140T URR POR CONS"UMON
BI c'K,, 9000ary NooRCemine21511 w I
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DESIGN THALWEG
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PROJECT ENGINEER
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PRELIMINARY PLANS
DO NOT USE FOR CONSMUMON
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Ph no: 919463.6486
LNOI"zzRI NO '' Fu: 919-06}6999

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0266R EC• 5
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TEMPORARY DIVERSION •••••••••••••••• ........

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1622.01
1630.01
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1633.02

1634.01
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1635.01
1635.02
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1630.04 TEMPORARY SILT FENCE ............. -
SPECIAL SEDIMENT T CONTROL FENCE. • ER osloN CONTROL ALAN
TEMPORARY BERMS AND SLOPE DRAINS ••
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SILT BASIN TYPE B .......... • ... • ..................
TEMPORARY ROCK SILT CHECK TYPE-A•••••• . .
TEMPORARY ROCK SILT CHECK TYP&B•••••••• .•• . •••• .
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TEMPORARY ROCK SEDIMENT DAM TYPE-A • • • • • • • • • • • • • ® LOCATION: EASTERN DURHAM COUNTY
TEMPORARY ROCK SEDIMENT DAM TYPE-B••t ?
ROCK PIPE INLET SEDIMENT TRAP TYPE-A • • • • • • • • • • • . • • • • • • . Y SOUTH OF NC 98 OFF SR 1905 OLIVE BRANCH RD.
ROCK PIPE INLET SEDIMENT TRAP TYPE-B............... U
ROCK SILT SCREEN ........................................
STILLING BASIN .....................................

1632.01 ROCK INLET SEDIMENT TRAP: TYPE
TYPE A ................................... A®• OR- •A) OF WORK STREAM RESTORATION
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1632.03 TYPE C ...........................ell OR- -C)
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HIS PROJECT CONTAINS PROJECT STANDARDS

THE FOLLOWING ROADWAY ENGLISH STANDARDS AS THEY APPEAR IN THE
-ROADWAY STANDARD DRAWINGS* -ROADWAY UNIT -N.C.DEPARTMENT OF

TRANSPORTATION - RALEIGH, N.C. DATED JANUARY 20,2002 AND THE LATEST PREPARED IN THE OFFICE OF.

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EROSION CONTROL PLANS

FOR ALL PHASES OF REMION tIIERETO ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE
HEREBY ARE CONSIDERED A PART OF THESE PLANS
O 60 30 0 60 120 CONSTRUCTION. 1605-01
1633-01 T®P-TSilt Fmm
T-p.-Y R-k SUt Ch-k TJTe - A KEVIN TWEEDY P.E.

PROJECP RNGINEER PRELIMINARY PLANS
DO NOT USE, POR CONPDAUMON

00 PLANS

OTAL DISTURBED AREA = 17 Acres 1636-01 R- k S1. S-

JUNE '06
IRJanvc DAM

OHN HUTTON
PROJEL7 MANAGER
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SICNATURI:
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PROJECT REFERENCE NO, SHEET N0.
TEMPORARY SILT FENCE PROJECT ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
MAXIMUM
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EXTENSION OF FABRIC
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PLAN VIEW
NEE:
COMPACT BACKFILL USING ON-SITE HEAVY EQUIPMENT PLAN VIEW
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UNCOMPACTED BACKFILL
COMPACTED BACKFILL iS MINIMUM
UNCOMPACTED BACKFLL
COMPACTED BACKFILL 1.5MINDAUM
I ROOT WAD PLACEMENT AS
FINISH GRADE FINISH GRADE - DIRECTED IN PLANS
1 FINISH GRADE
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PROFILE VIEW
EROSION CONTROL MATTING

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PLACE COIR FIBER MATTING IN 6 INCH DEEP
TRENCH, STAKE, BACKFILL, AND COMPACT
TOP OF STREAMBANK
TOE OF SLOPE
PLACE COIR FIBER MATTING IN 61NCH DEEP
TRENCH, STAKE, BACKFILL, AND COMPACT
BOTTOM OF CHANNEL
CROSS SECTION VIEW
TYPICAL MATTING STAKE
NOTES
1. BANKS SHOULD BE SEEDED PRIOR TO
PLACEMENT OF MATTING.
2. PLACE COIR FIBER MATTING ACCORDING TO
MANUFACTURER RECOMMENDATIONS.
3. MATTING STAKES SHOULD BE PLACED
IN A DIAMOND SHAPED PATTERN.
THE WOOD STAKE SHALL BE THE NORTH AMERICAN
GREEN ECO-STAKE OR APPROVED EQUAL WITH THE
FOLLOWING DIMENSIONS:
LEG LENGTH 11.00 IN 27.94 CM) I
HEAD WIDTH 1.25 IN 3.18 CM
HEAD THIC6NESS 0.40 IN 1.02 CM
LEG WIDTH 0.60 IN 1.52 CM (TAPERED TO POIN
LEG THICKNESS 0.401N 1.02 CM
TOTAL LENGTH 12.001N 30.48 CM
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CLEAN OUT STILLING BASIN OF TRAPPED SEDIMENT PRIOR TO REMOVAL
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Office Use Only: Form Version March 05
2 0 0 6 0 0 0 9
USACE Action ID No. DWQ No.
kii any parucuiar item is not appncante to tnts project, please enter iNot Appiicaoie or ..iN/A .)
1. Processing
r r
1. Check all of the approvae(0 prod et _ Ir"V Y
® 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
3. Nationwide, Regional or General Permit Number(s) Requested: WQC 3495 and NWP 27
4. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
5. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
6. 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 CoastalEnvironmental Concern (see the top of page 2 for further details), check "@Wg
II. Applicant Information DEC 2 9 2005
AND WATER 7 ER VWXH
1. Owner/Applicant Information WETLANDS
Name: Mr. Eddie Culberson
Mailing Address: Durham County Soil and Water Conservation District
721 Foster Street
Durham NC 27701
Telephone Number: 919-560-0558 Fax Number: 919-560-0563
E-mail Address: eculbersonoco.durham.nc.us
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: Steve Bevington
Company Affiliation: Buck Engineering, PC
Mailing Address: 8000 Regency Parkway, Suite 200
Cary, NC 27511
Telephone Number: 919-463-5488 Fax Number: 919-463-5490
E-mail Address: sbevin on(a,Buckengineering.com
Page 6 of 14
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 Creek Stream Restoration
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0860-01-46-2915, 0860-01-47-5165, 0860-01-
46-7723 and 0860-02-67-0888
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): Shaw Hills Estates
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, take HWY
50 north to HWY 98. Take HWY 98 west and turn left onto Olive Branch Road Lick Creek
flows under this road about'/4 of a mile from HWY 98.
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): 35/58/06 ON 78/47/00 °W
6. Property size (acres):
7. Name of nearest receiving body of water: Lick Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at ht pt ://h2o.enr.state.nc.us/admin/mgps/.)
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 stream is deeply incised and eroding throughout the
project area. The stream is presently widening rapidly and mass wasting of bank materials is
Page 7 of 14
being transported downstream at a huh rate. Please refer to attached documents for further
information on current conditions of site.
10. Describe the overall project in detail, including the type of equipment to be used:Restoration
of 4,062 feet of stream along Lick Creek and two unnamed tributaries. Work to be
conducted with pans, dozer, track hoes, and other equipment typically used for stream
restoration projects.
11. Explain the purpose of the proposed work: Durham Soil and Water Conservation District
proposes to restore 4,062 linear feet (LF) of stream along Lick Creek and two unnamed
tributaries.
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.N/A
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.
N/A
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
Page 8 of 14
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: Proposed impacts are necessary
to restore the stream back to its natural habitat.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on map)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
1 Lick Creek Restoration Perennial 20 4,062 1.9

Total Stream Impact (by length and acreage) 4,062 1.9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Page 9 of 14
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
(acres)
N/A

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 1.9
Wetland Impact (acres): 0.0
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 1.9
Total Stream Impact (linear feet): 4,062
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
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.
Proposed impacts are required to restore stream functions, as described in the attached
Page 10 of 14
documents. Project will result in restoring approximately 4,213 linear feet (LF) of stream along
Lick Creek and two unnamed tributaries to Lick Creek and an overall increase in stream length
on the site from 4,062 feet to 4,213 feet.
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
htlp://h2o.enr.state.nc.us/ncwetlands/strrngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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
Page 11 of 14
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wM/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): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
Page 12 of 14
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 74,700 3 (2 for Catawba)
2 49,800 1.5
Total 124,500
* 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. Stream restoration is exempt from the Buffer
Rules. Impacted areas will be replanted as part of the nronosed restoration work. The
project will result in an overall increase in riparian buffers by gpproximately 8.5 acres.
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. N/A
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.
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 E] No
Page 13 of 14
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
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).
J??w?o??? 12- -7- <?< -0-s
Applicant/Agent's Signature ?-' Date
s signature is valid only if an authorization letter from the applicant is provided.)
Page 14 of 14
NARRATIVE PROPOSAL
LICK CREEK STREAM RESTORATION
AND SEDIMENT CONTROL PROJECT
?,II Aid Ka f?1r?
The Durham County Soil and Water District is requesting $539,000 from the North Carolina
Clean Water Management Trust Fund to complete a $640,460 stream restoration project on the
sediment-impaired Lick Creek. The request is follow-up of the previously funded CWMTF
design project number 2004A-403. Lick Creek is a tributary to Falls Lake in the Neuse River
Basin. It drains a portion of eastern Durham County and western Wake County in a relatively
undeveloped section of these two urban counties. Channelization and straightening of the stream
channel in the past have resulted in a deeply incised stream bed with eroding vertical banks.
Urban development in this now vulnerable stream's watershed threatens to worsen a sediment
pollution problem that has already led to Lick Creek's listing on the State's Clean Water Act
Section 303(d) list of impaired waters.
721 F0ao,(UW H Dm" <-> NC H M01 H P41 ,t (919) S60-OSS$
T410:.1.;4 ;9e s..n q t+, eu 49. , u• v],C, A44 44d .H.elc}&"f*,u
The purpose of this project is threefold and includes: 1) conversion of 3,200 linear feet of Lick
Creek from an eroding, degraded channel to a natural, stable system with excellent aquatic
habitat, 2) reduction of sediment loading to a sediment impaired 303(d) listed stream segment,
and 3) establishment of vegetated riparian buffers along the Lick Creek Corridor, which will be
protected in perpetuity.
Lick Creek Stream Restoration Project
Need for the Project
Lick Creek, a tributary to Falls Lake within the Neuse River Basin, is an incised gulley (a G
stream type as defined by the Rosgen stream classification system) over much of it length. It
flows eastward out of Durham County as it flows toward Falls Lake (Figure 1). Lick Creek has
special significance as a water resource due to a number of important factors. Lick Creek is a
water supply source for Falls Lake, providing water to the City of Raleigh and surrounding
communities. Lick Creek has been designated by the North Carolina Division of Water Quality
(DWQ) as Nutrient Sensitive Waters. Nutrients that enter Lick Creek contribute to
eutrophication in both Falls Lake immediately downstream and the Neuse River Estuary below.
Lick Creek is impaired due to sediment pollution and is listed on the State's 303(d) list of
impaired waters. Further, due to concerns about the impact of development on water quality,
Lick Creek has been targeted by the North Carolina Wetlands Restoration Program and the
Upper Neuse River Association as a key area of conservation for the region.
The site itself is located at a DWQ sampling location where sediment impacts have been
described and raised as a concern since 1995. Near vertical banks are eroding to the extent that
trees and large amounts of bank materials are falling into the stream channel. Excess sediment
lies in the stream channel, resulting in mid channel bars and severely impacted aquatic habitat.
2
A stream restoration opportunity exists on Lick Creek below Olive Branch Road (SR 1905) in
Durham County. The present total length of the project is 3,100 feet and is divided into two
reaches.
Reach 1 is 2,700 feet and starts just below the Olive Branch Road bridge and has a drainage area
of 2.5 square miles. The stream is characterized as an incised G4 stream type with a few short
sections of the wider F4 stream type. Large debris dams contribute to heavy bank erosion and it
is common for trees to fall into the channel. The stream channel is generally straight with a few
extremely tight meander bends that are eroding quickly. The stream has a very low sinuosity
(less than 1.2), which has reduced the number of pools. The riparian buffer is forested on the left
bank and pasture behind a single line of trees on the right bank. The reach has extremely high
banks (bank height ratios above 3.0) and the stream is isolated from its flood plain during
moderate floods.
Reach 2 is the downstream 500 linear feet of existing stream channel. This reach is also a G4
stream type with a few more F4 cross sections than found in Reach 1. The existing conditions
are very similar to Reach 1; however, the stream bed is even more incised here with higher banks
as bank height ratios approach 5.0 in some places. Reach 2 has more pattern that Reach 1, but the
outside of all meander bends are eroding heavily. Both banks are covered with young forest but
trees continue to tip into the eroding channel. Both reaches have similarly poor aquatic habitat
and many signs of sediment pollution.
Lick Creek Stream Restoration Design
The Durham County Soil and Water District will hire a North Carolina licensed engineering firm
with experience in designing natural channels in the Piedmont of North Carolina. The consulting
3
firm will be required to perform construction management, and post-restoration monitoring. The
consultant will implement these tasks to meet the following conceptual design.
The attached stream restoration design will be implemented for with Priority Level II stream
restoration on Reach 1 and a Priority Level III stream restoration will be implemented on Reach
2. On Reach 1, a wide bankfull bench will be cut through the pasture on what is now the right
bank of the stream. A new channel will then be designed to meander through this new
floodplain. On both reaches, streambanks will be stabilized with root wads, vanes, and cross
vanes. In areas where mid-channel bars have formed and/or bank erosion is severe, a properly
sized bankfull channel will be designed. In areas where bends are too tight, a correct plan form
geometry and bankfull channel will be designed. A riparian buffer will be established
throughout the entire project to include 50 feet of native hardwoods and shrubs along both sides
of the stream. 400 linear feet of stream length will be added to Lick Creek as part of the
restoration.
4
Project Monitoring
Results of the project will be monitored over a minimum of five years. The goal of the
monitoring will be to ensure the stability of the new stream channel, quality of the aquatic habitat
created, and quality of the enhanced buffer areas, and to document sediment reduction. The
monitoring will include the following assessments:
• Vegetation analysis (native and non-native)
• Macroinvertebrate and fish assessment using DWQ standards
• Level II Rosgen stream classification
• Channel stability, bank erosion, and substrate analysis
• Water quality (temperature, pH, dissolved oxygen, discharge)
The field information will be compiled into an annual report, presented to the Clean Water
Management Trust Fund and made available to the public.
The Durham County Soil and Water District thanks the Clean Water Management Trust Fund for
this opportunity and looks forward to working on this outstanding environmental project.
Talmage Layton, Chairman
Durham Soil and Water Conservation District
Date
5
Appendix I: Narrative Photo Log
L
A
DURHAM COUNTY R.,< K= IlMLT 1tlorAQ M0
NC 0266R 1 22
N$?
98
1dMdle N0.
DATE
SOIL AND WATER CONSERVATION DISTRICT
CHECKED BY APPROVED BY
J Schodl 1 H/IS/!! JOHN HUTION KEVIN TWEEDY
! III"f" JOHN HUTI'ON KEVIN TWEEDY
Olive 1902
Edge. mood ?Branch -?
Bepc Ch. Ch_ PROJECT
REA DURHAM COUNTY

v
/ `? ? 'J v
W
' 9.1905 ??
K-p Rd.
E
_ 19 Y

OCATION: EASTERN DURHAM COUNTY
Q ' SOUTH OF NC 98 OFF

@
g 1 log
4
SR 1905 OLIVE BRANCH RD.
005
9 2
' TYPE OF WORK STREAM RESTORATION OEG 2

V
I f r k QUALITY

CH
DE gj&* ATER BRAN
WPI
V
VICINITY MAP 2 00e0009
FO
V INDEX OF SHEETS - --
-
------------------s-xEET 1-1 ----
-------------
------ -
SHEET is 1
I
1 ........... TITLE SHEET I
1-A ...................... STREAM CONVENTIONAL SYMBOLS
GENERAL NOTES, STANDARD
SPECIFICATIONS, AND
VEGETATION SELECTION I BEGIN CONSTRUCTION UTi
1-B ...................... CONVENTIONAL SYMBOLS 10+00.00
2 TO 2-8 .............. TYPICAL POOL AND
I

RIFFLE CROSS SECTIONS, SHEET s
STRUCTURE DETAILS
3 .......................... CONSTRUCTION SEQUENCE,

EARTHWORK SUMMARY, QUANTITIES
SHEET a
-_?

56
4 TO 9 ................ PLAN VIEW OF PROPOSED AND / ??
I I SHEET ) SHEET I
EXISTING STREAM DESIGN I
10T012 .............PROFILES
13 TO 14 ............. REVEGETATION I
/ l I
` a I
-
`
-
SHEET 7

END CONSTRUCTION REACH 2
SIA 443-9U.'
EC-1 ....................EROSION CONTROL-TITLE SHEET I
EROSION CONTROL-DETAILS
EC-2 TO EC-3 "w -
?" ?• - „L ? ^ `
\?
1 1

I
.....
EC-4 TO EC-5..... PLAN VIEWS - EROSION CONTROL \
I
z 1 a

I t
BEGIN CONSTRUCTION REACH 1 END CONSTRUCTION UT 1 I `

I f
STA 1D+00.00 STA 12+29.35
I
/

O
N I
I END CONSTRUCTION UT 2 STA 1113233
END CONSTRUCTION REACH 1 STA 32+88.90.
BEGIN CONSTRUCTION REA 2
I BEGIN CONSTRUCTION UT2
- STA 10e00.00
-

V
GRAPHIC SCALES DESI GN DATA PROJECT LENGTH PREPARED IN THE OFFICE OF. PROJECT ENGINEER
W

3
0

5 0 30 60 REACH 1 REACH 2 UTl UT2
T

EXISTING STREAM LENGTH = 4062 FEE BUCK BOhe Regarsy Pelwer0S No 8 IOS
BUCK Gn,H?ncumwalsn
-453
e o a HI O PFuc.:e87wessaao
, DESIGN STREAM TYPE C C C C
h ill
'
'
'
' PROPOSED DESIGN STREAM LENGTH = 4213 FEET
PLANS DESIGN REACH LENGTH 2260 132
229
1592
O BANKFULL XSEC AREA 60.0 71.0 7.0 21.0 KEVIN TWEEDY, P.E. PRELIMINARY PLANS
BD Ndf USE FOR CONSHUCTION
30 0 3o bo
15 BANKFULL WIDTH 8
26 0 20.0
0 11
40 PROJECT ENGINEER
molift-
PROFILE (HORIZONTAL)
BANKFULL DEPTH .
5.0 .
.
5.5 1.7 2.8
JUNE '06 (Est.)
aErrerc DnTJ:•

OHN HUTTON
10 0 5 10 WA) RATIO 12.0 12.0 12.0 12.0 PROJECT AIANAGBR
' I I - CONTACT.• EDDIE CULBERSON
L PROFILE (VERTICAL) PROJECT ENGTNEER sTGNnzuRE P.E
A

STREAM CONVENTIONAL SYMBOLS
SUPERCEDES SHEET 1B
00 ROCK J-HOOK
a11Il7 ROCKVANE
OUTLET PROTECTION
J"t ROCK CROSS VANE
DOUBLE DROP ROCK CROSS VANE
SINGLE WING DEFLECTOR
DOUBLE WING DEFLECTOR

TEMPORARY SILT CHECK
ROOT WAD
0o LOG J-HOOK
® LOG VANE
® LOG WEIR
LOG CROSS VANE
CONSTRUCTED RIFFLE
00 o BOULDER CLUSTER
ROCK STEP POOL
C
v
d
d
X
m
iy
m
10
e
C
0
BARE ROOT/CONTAINERIZED VEGETATION
NOTE: CHOOSE 8 OF THE 11 LISTED SPECIES BASED ON
AVAILABILITY AT THE TIME THE VEGETATION ORDER IS PLACED.
MAINTAIN THE SAME RELATIVE PERCENTAGE.
NOTE: CONTAINERIZED AND BARE ROOT VEGETATION SHALL BE
INSTALLED RANDOMLY 10 FEET APART FROM THE TOP OF
THE STREAMBANK OUT TO THE EDGE OF REVEGETATION LIMITS
!`n RARAnAi AIAAAF SCIFA1T1F1C NAMF Percentane Tntal It
SYCAMORE PLATANUS OCCIDENTALIS 15 675
WILLOW OAK QUERCUSPHELLOS 10 450
RIVER BIRCH BETULANIGRA 15 675
GREEN ASH FRAXINUS PENNSYLVANICA 15 675
WATER OAK QUERCUS NIGRA 10 450
WHITE BASSWOOD TILIA HETEROPHYLLA 5 225
PERSIMMON DIOSPYROS VIRGINIANA 5 225
PAWPAW ASIMINATRILOBA 5 225
WITCH-HAZEL HAMAMELISVIRGINIANA 5 225
POSSUMHAW VIBURNUM NUDUM 5 225
SPICEBUSH LINDERA BENZOIN 10 450
Total 100 4500
BALL AND BURLAP VEGETATION
NOTE: CHOOSE 6 OF THE 8 LISTED SPECIES BASED ON
AVAILABILITY AT THE TIME THE VEGETATION ORDER IS PLACED.
MAINTAIN THE SAME RELATIVE PERCENTAGE.
NOTE: BALL AND BURLAP VEGETATION SHALL BE
INSTALLED RANDOMLY 25 FEET APART FROM THE TOP OF
THE STREAMBANK OUT TO THE EDGE OF 50 FT BUFFER LIMITS
nn RA RA nAI MARAG RCI1=NT1F1r NAME Pnrnnntaae Tntal #
SYCAMORE PLATANUS OCCIDENTALIS 15 12
WILLOW OAK QUERCUSPHELLOS 15 12
RIVER BIRCH BETULA NIGRA 15 12
GREEN ASH FRAXINUS PENNSYLVANICA 15 12
WATER OAK QUERCUS NIGRA 10 8
WHITE OAK QUERCUSALBA 10 8
RED MAPLE ACER RUBRUM 10 8
AMERICAN BEECH FAGUS GRANDIFOLIA 10 8
Total 100 80
LIVE STAKING/BRUSH MATTRESSES
NOTE: LIVE STAKES SHALL BE INSTALLED RANDOMLY 2 TO 3 FEET
APART ALONG THE OUTSIDE OF MEANDER BENDS FROM THE TOE
OF THE BANK TO THE TOP OF BANK. LIVE STAKES SHALL BE INSTALLED
RANDOMLY 6 TO 8 FEET APART ALONG ALL OTHER STREAM BANK AREAS
FROM THE TOE OF BANK TO THE TOP OF BANK.
r nBARAnR1 RIARAC Cr11=A1T1F1f- AIAAAF
BUTTONBUSH CEPHALANTHUS OCCIDENTALIS
SILKY WILLOW SALIX SERICEA
BLACK WILLOW SALIX NIGRA
SILKY DOGWOOD CORNUSAMOMUM
TEMPORARY SEED MIX
GENERAL NOTES
RIPARIAN SEED MIX (PERMANENT)
NOTE: RIPARIAN SEED MIX SHALL BE SEEDED AT A RATE OF
15 LBSIACRE ALONG THE STREAMBANKS FROM THE
TOE OF THE BANK TO THE TOP OF BANK.
nnRAAAnAI RIAAAD CCIFAITIFIC AIAAA17
PROJECT ENGINEER
Rate
p--f- flhe facl
REDTOP AGROSTISALBA 10 1.5
VIRGINIA WILDRYE ELYMUS VIRGWICUS 15 2.25
SWITCH GRASS PANICUM VIRGATUM 15 2.25
EASTERN GAMMA GRASS TRIPSICUM DACTYLOIDES 5 0.75
PENNSYLVANIA SMARTWEED POLYGONUMPENNSYLVANICUM 5 0.75
LITTLE BLUE STEM SCHIZACHYRIUM SCOPARIUM 5 0.75
SOFT RUSH JUNCUS EFFUSUS 5 0.75
BEGGARS TICK BIDENS FRONDOSA ORARISTOSA 10 1.5
LANCE-LEAVED TICK SEED COREOPSIS LANCEOLATA 10 1.5
TIOGA DEER TONGUE PANICUMCLANDESTINUM 10 1.5
BIG BLUE STEM ANDROPOGON GERARDII 5 0.75
INDIAN GRASS SORGASTRUMNUTANS 5 0.75
Total 100 15
NOTE: ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND TEMPORARY
SEED MIX
D ATG
nArFc

ANNUAL RYE (COOL SEASON
130 LBSIACRE SEPTEMBER TO
MARCH
BROWNTOP MILLET WARM SEASON 45 LBSIACRE APRIL TO AUGUST
AMENDMENTS
NOTE: ALL DISTURBED AREAS WILL BE STABILIZED USING MULCH AND
TEMPORARY SEED MIX
COMMON NAME RATE
MULCHING 3 bales/acre
VEGETATION SELECTION
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
PR4LIMINARY PLANS
-®- SAFETY FENCE 1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING 00 NOT USE FOR CONSTRUCTION
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO MOVE
-TF- TAPE FENCE BOULDERS 4FTX 3FTX 2FT (APPROXIMATELY 1.4 TONS).
2. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE, AT A MINIMUM, TWO
-FP- 100 YEAR FLOOD PLAIN OPERATORS AT ALL TIMES DURING CONSTRUCTION OF THE NEW STREAM
CHANNEL. IN GENERAL, ONE OPERATOR WILL CUT THE NEW CHANNEL WITH
-? - CONSERVATION EASEMENT A TRACK HOE, WHILE THE OTHER OPERATOR FOLLOWS AND INSTALLS INSTREAM 8000RaAengP-lySvile200

STRUCTURES, BANK STABILIZATION PRACTICES, AND TRANSPLANTS. Gry NOT Camti-27511
B??n?
Phone: [phone]
----- EXISTING MAJOR CONTOUR DURING CONSTRUCTION OF THE NEW STREAM CHANNEL, THE CONTRACTOR CNOIN66RIN0 F- 119111-1410
WILL BE REQUIRED TO HAVE TWO TRACK HOES AND ONE LOADER ON-SITE.
----- EXISTING MINOR CONTOUR
3. CONSTRUCTION IS SCHEDULED TO BEGIN JUNE 2006.
FOOT BRIDGE
TEMPORARY STREAM CROSSING
PERMANENT STREAM CROSSING STANDARD SPECIFICATIONS
® TRANSPLANTED VEGETATION
TREE REMOVAL EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
DECEMBER 1993
'fit` TREE PROTECTION
6.60 TEMPORARY SEDIMENT TRAP
TRANSPLANTS
6.06 CONSTRUCTION ACCESS
FILL CHANNEL
6.62 SILT FENCE
6.70 TEMPORARY (FORD) STREAM CROSSING
*S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement ...........................
Curb ..... .. ......... ........................ - ---
Prop. Slope Stakes Cut ..................... C
Prop. Slope Stakes Fill ........................ -.E
Prop. Woven Wire Fence ..................... - EE
Prop. Chain Link Fence ..................... - EB
Prop. Barbed Wire Fence --------------------- - 0
Prop. Wheelchair Ramp ...................... Ca)
Curb Cut for Future Wheelchair Ramp - - - - - - - cF
Exist. Guardrail ...............................
Prop. Guardrail ................................
Equality Symbol ..............................
Pavement Removal .............................
RIGHT OF WAY
Baseline Control Point ........................
Existing Right of Way Marker .................. Q
Exist. Right of Way Line w/Marker ............. - -Q- -
Prop. Right of Way Line with Proposed
R/W Marker (Iron Pin & Cap) .............. A,
Prop. Right of Way Line with Proposed
(Concrete or Granite) RrW Marker ...........
Exist. Control of Access Line ...................
Prop. Control of Access Line ...................
Exist. Easement Line ...........................
Prop. Temp. Construction Easement Line ...... -E
Prop. Temp. Drainage Easement Line ......... -raE-
Prop. Perm. Drainage Easement Line ......... -ME-
HYDROLOGY
Stream or Body of Water ....................
River Basin Buffer .............................. -RBB-
Flow Arrow ....................................
Disappearing Stream_ ---......-_--........ r. _
Spring --------------- -------_---.............
Swamp Marsh .......--_---_ .................
Shoreline ....................................... -------
Falls, Rapids .................................... - -i - -
Prop Lateral, Tail, Head Ditches ..............
-IW
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert ... . ....... . . . . -".F
Bridge Wing Wall, Head Wall
and End Wall ............................. ,coeC WW(
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall coH1
Pipe Culvert ................................... = _ _
Footbridge ...................................... }-------<
Drainage Boxes ................................ cB
Paved Ditch Gutter -------- ............... UTILITIES

Exist. Pole .....................................
Exist. Power Pole ............................... +
Prop. Power Pole ............................... b
Exist. Telephone Pole ..........................
Prop. Telephone Pole .......................... -
a-Exist. Joint Use Pole .............._-.......... 4
Prop. Joint Use Pole ......----_-_--......-... .b.
Telephone Pedestal ............................ 17
USG Telephone Cable Hand Hold...........
Cable TV Pedestal ............................ 19
LPG TV Cable Hand Hold......-_---.......
U,,G Power Cable Hand Hold . ............. . _
Hydrant .........................................
Satellite Dish ................................... 29
Exist. Water Valve ..............................
Sewer Clean Out .............................. Q+
Power Manhole ................................
Telephone Booth .... ..........._......---_ .. m
Cellular Telephone Tower. .....................
Water Manhole .................................
Light Pole ...................................... ?
H-Frame Pole ..................................
Power Line Tower ..............................
Pole with Base ................................ p
Gas Valve ............_ ....................... 0
Gas Meter ..................................... 0
Telephone Manhole ............................
Power Transformer ............................. 0
Sanitary Sewer Manhole .......................
Storm Sewer Manhole ........................ Os
Tank; Water, Gas, Oil .........................
Water Tank With Legs ......................... O
Traffic Signal Junction Box .....................
Fiber Optic Splice Box ......................... p
Television or Radio Tower .....................
Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement........... - ,S S
Recorded Water Line
Designated Water Line (S.U.E.*) .............. - .-..-- .
Sanitary Sewer ................................ ----- W__15S-
Recorded Sanitary Sewer Force Main ...... mss-vss-
Designated Sanitary Sewer Force Main(S.U.E.*) -rss- vss-
Recorded Gas Line .......................... ?-o-
Designated Gas Line (S.U.E.*) ................
Storm Sewer .................................. -s-s-
Recorded Power Line ......................... ??-
Designated Power Line (S.U.E.*) --------- _ . _ _P_ P_ _
Recorded Telephone Cable .................. -r-r-
Designated Telephone Cable (S.U.E.*) .......
Recorded U/G Telephone Conduit ....... -rc-rc-
Designated WG Telephone Conduit(S.U.E.*) __rc--rc--
Unknown Utility (S.U.E.*) .................. -Ooh-run-
Recorded Television Cable ------------------ -rr-rr-
Designated Television Cable (S.U.E.*) ....... --rr__rv--
Recorded Fiber Optics Cable ............... -ro-ro-
Designated Fiber Optics Cable (S.U.E.*) -----
Exist. Water Meter ........................... 0
U/G Test Hole (S.U.E.*) ...................._ QD
Abandoned According to U<G Record ........ ArruB
End of Information ............................ co,,
BOUNDARIES & PROPERTIES
State Line ------------------------------------
County Line .................. _...............
Township Line ................................. -------
City Line ------------------------------------ _- -----
Reservation Line ................................. -----_
Property Line -----_------_ ....................
Property Line Symbol .......................... R
Exist. Iron Pin ..................................
Property Corner ................................ - +
Property Monument ............................
Property Number .............................. 123
Parcel Number............ _ ................... 6
Fence Line .................................... _x-x-x-

Existing Wetland Boundaries .................. ww & isaw
- -WLB- -
High Quality Wetland Boundary .............. -HO n.8-
Medium Quality Wetland Boundaries........ -ua WLB-
Low Quality Wetland Boundaries ............. -Lo WLB-
Proposed Wetland Boundaries ................ -
WEB-Existing Endangered Animal Boundaries...... - - EAB- -
Existing Endangered Plant Boundaries ........ - -EPB- -
BUILDINGS & OTHER CULTURE c2m
Buildings ......................................
Foundations .................................... rJ
L
Area Outline

Gate ................. ........................
Gas Pump Vent or LPG Tank Cap ............ C
Church ........................................ A
School ......................................... g
Park .......................................... ---
Cemetery ....................................... ^ T
Dam ...........................................
Sign ............. ...........................
S
Well ............................................ o

Small Mine ................... ...... _ .... It
Swimming Pool ....................... ........
TOPOGRAPHY
Loose Surface .............................. -------
Hard Surface .................................
Change in Road Surface ..................... ..............
Curb ........... ...............................
Right of Way Symbol ......................... R/w
Guard Post .................................... oGP
Paved Walk
Bridge ....
Box Culvert or Tunnel - - - - - - -'
1------
Ferry ......................................... -------
Culvert ....................................... >.............,
Footbridge ..................................... ..............
Trail, Footpath ................................ -
Light House ...................................
VEGETATION
Single Tree .................................... 4
Single Shrub .................................. o
Hedge ......................................... rri,
Woods Line .....................................
Orchard ....................................... f3dt?4Qe?
Vineyard ...................................... r
ve+Erarto j
RAILROADS _
Standard Gauge ...............................
Or IMAWWArOT
RR Signal Milepost ......................... o
Xk~ is
Switch .........................................
PROJECT REFERENCE NO. SHEET NO.
A
LOG CONSTRUCTED RIFFLE LOG WEIR
A HEAD OF PROJECT ENGINEER
ELEVATION POINT (HEAD OF RIFFLE)
TO A OFBANK I r TOEOF BANK RIFFLE
LLI 2 FOOT MIX OF CLASSA STONE,
I1 CLASS 8STONE, AND#57STONE

B 2 FOOT MIX OF CLASSA STONE,
CLASS B STONE, AND #57 STONE
®
TRANSPLANT
®
TRANSPLANTS
PRELIMINARY PLANS

DO NOT USE FOR CONSTRUCTION
M
1 FLOW -+ B INCH MIX OF CIASSA STONE AND
CLASS B STONE TOPPED WITH 2 INCHES S 0
# B' RIE OF 057 STONE TAIL OF RIFFLE
- I A
?
CHANN EL WIDTH
BINCM MU(OFIXASSASTONE AND
M? 0?

CLASS BSTONE TOPPED VATH RANCHES
OF1157 STONE I
h- 5' I
TYPE2 L^ 5

FILTER FABRIC
` 1.SXCHANNELWIDTH

\

yegency MPaikwaV Su He 200
BUCK BOJO R
Ce,o CamGna
27511

o VARIES
B 0
PROFILE `FILTER
® 4 Prone: Bt&4mS488
RNO CLRINO ae: a18<B3s48o
? FILTER FABRIC I SCOUR
P
a
u G
u ?u

EROSION
CONTROL OOL

- - -
LOG WEIR
MATTING Omax 10 Dmex I- _ _ _ _ _
T TRANSPLANTS
I?-5 5+
L_..
A' ELEVATION POINT
(TAIL OF RIFFLE)
ELEVATION POINT NOTCH LEN TO INVERT
HEAD OF RIFFLE 50 PERCENT OF BOTTOM BOTTOM WIDTH DTH

p1pN VIEW
HEADERLOG
PLAN VIEW SECTION B-B'
FOOTER LOG
TOP OF STREAMBANK
CROSS SECTION VIEW
NOTES,
1 LOGS MUST BE AT LEAST 10 INCHES IN DIAMETER AND 15 FEET LONG.
-FLOW
2. DIG A TRENCH BELOWTHE BED FOR THE UPSTREAM FOOTER LOGS AND
STOCK PILE CUT MATERIAL STREAMSED
3. PLACE FOOTER LOGS FIRST AND THEN HEADER(TOP)LOG. SET
CUR
HEADER LOG APPROXIMATELY3 INCHES ABOVE THE INVERT
ELEVATION.
4. CUTANOTCH IN THE HEADER LOG APPROXIMATELY 50 PERCENT
OF THECHANNEL BOTTOM WIDTH AND EXTENDING DOWN TO THE

EADER LOG

BACKFILL (ON-SITE ALLUVIUM)
'QS.

1. LAGS SHOULD BEAT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHT,
INVERT ELEVATION.
5. PLACE FOOTER ROCK FIRST AT TAIL OF RIFFLE AND THEN HEADER ROCK HARDWOOD, AND RECENTLY HARVESTED.
6. FOR BOTH INVERTS, INSTALL FILTER FABRIC FOR DRAINAGE BEGINING 2. LOGS >24 INCHES IN DIAMETER MAY BE USED ALONE WITHOUT AN ADDITIONAL LOG.
AT THE MIDDLE OF THE HEADER AND EXTEND DOWNWARDTO THE DEPTH FILTER FABRIC SHOULD STILL BE USED TO SEAL AROUND LOG
OF THE FOOTER AND THEN UPSTRFAMTOAMINIMUM OFFIVEFEET.
7. FILL IN THE UPSTREAM SIDE OF THE STRUCTUREWITH2 FOOT MIX OF
.'FILTER.FABIUCFOR DRAINAGE 3. PLACE FOOTER LOGS FIRST AND THEN HEADER(TOP)LOG. SET HEADER LOG
CLASSA STONE, CLASSB STONE, AND #67 STONE TO THE ELEVATION
FOOTERLOG )SEE SPECS) ; . APPROXIMATLEY 3 INCHES ABOVE THE INVERT ELEVATION.
'
OF THE TOP OF THE HEADER LOG
6. UNDERCUT RIFFLE BETWEEN INVERTS BY B INCHES, BACKFILL BETWEEN
I 4. CUTA NOTCH IN THE HEADER LOGAPPROXIMATLE7
50 PERCENT OF THE CHANNEL
BOTTOM WIDTH AND EXTENDING DOWN TO THE INVERT ELEVATION.
LOGSONE
INCH MIX OF CLASS AANDB STONE TOP WTfH2INCHES OF
1131 STONE
I?-6
?I
5. USE FILTER FABRIC FOR DRAINAGE TO SEAL GAPS BETWEEN LOGS.
.
. 1
6. PLACE TRANSPLANTS FROM TOE OF STREAMBANKTO TOP OFSTREAMBANK
N
SECTION A-A'
DOUBLE DROP ROCK CROSS VANE ROCK CROSS VANE
ROW r
MIN
BANIffULL
HEADER ROCK
FL??
4o?Tn B%SLOPE

_
STRIAMBED
ELEVATION 1/3 OF BOTTOM
DTH OF CHANNEL CHANNEL BED CHANNEL BED
C r
WELL GRADED MIX
?p ,a
GRADE ZI

POINT m
u
BACIffILL (ONSITEALLUVIUM) FOOTER ROCK
113 113 113 ¢
w <
m
FILTER FA&C
BOTTOM BOTTOM BOTTOM 657 STONE FILTER FABRIC Y I- Y
WIDTH OF WIDTH OF WIDTH OF CLASSASTONE m - m fi MINIMUM
CHANNEL CHANNEL CHANNEL
CLASS BSTONE PROFILE VIEW 0
A ' 0
FLOW ° ° SECTIONA - A
VARIE A
«
A 4 VANE

r-. - _
] 667 STONE
CLASS BSTONE _ ARM
BANKFULL STAGE
HEADER ROCK

y / _ x
HACKFILL (ON-SITE ALLUVIUM) ,J 1'
STREAMBED
_ STREAM BANK

B B
PE
BA ? TER i 1t I SCOUR POOL FLOW -? TT3 7XVANE ARM qjD
A - l
,

E
AM
C-
77
! ?.. A IF I

CLASS ASTONE A
T c
., _
V' ?,??
?????/????/??%0KFOOTER ROCK

FILTER FABRIC
' SIL.L.

' SILL
/

1 r r"
?
1?
.. B
•-- -. NO GAPS
PROFILE VIEWB-B
?
1
x i 10'MINMUM I vaNEANGLE BETWEEN
2TO 300
BOULDERS I VANE ARM
f
t
6-&
f
SECTION A -A I C
1 SCOUR 1
- POOL
1

NO GAPS ROW CROSS VANE INVERT/GRADE POINT
PLAN VIEW ?i
;
FLOODPLAIN SILL
BOULDERS e\„? NOTES FOR ALL VANE STRUCIURES* RIFFLE
R
POOLS(EXCAVATED)PER 1
BOULDERS MUST BE AT LEAST 4'x 3' x2' N
\, .
'
DIRECTION OF ENGINEER
DEPTH =AVERAGE BANKFULLDEPTH x1
5TO2
0 .
.
2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER
ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK NOTES FOR ALLVANE STRUCTURES: /
BOULDERS MUST BE AT LEAST 4'x 3'x2'
1 ? -
? PoFF
IF
.
. AND THEN UPSTREAM TOA MINIMUM OF TEN FEET. .
.
2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER
/
SCOUR
DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON UPSTREAM
3 ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK AND POOL
.
.
BEEN THE ARM AND
AR
?
N TO A INI
THEN MUM OF SIX FEET, ??.
?j
PLAN VIEW
,
NDTHEN HEADER (TOP) ROCK
4. START AT BAN
A
ULL DPLACE FOOTER ROCKS FR T
3. D
IGATRENCHf FLOW MHE
BED OR FOOTER ROCKS AND PLACE FILL ON UPSTREAM
'
??R/?
5. CONTINUE WNH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK
6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT. 4. CONSTRUCT FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
7. USE CLASS B STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND S. USE CLASS B STONE TO FIL L GAPS ON UPSTREAM SIDE OF BOULDERS, AND CLASS A FILTER FABIC FOR DRAINAGE
CLASS A STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS B STONE. STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS B STONE (SEE SPECIFICATIONS)
B. AFTERALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE 6. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE
WITH ONSITEALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK WITH ON-SITE ALLUVIUM TO THE ELEVATION OF ONE HALF THE HEADER ROCK PROFILE VIEW C - C
1C
C\
s
i
x
C
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PROJECT REFERENCE NO. SHEET NO.

0014H
I Z-8
PLANTING SPECIFICATIONS TRANSPLANTED VEGETATION
PROTECT ENGINEER
TRANSPLANTED VEGETATION, ROOTMASS, AND SOIL MATERIAL PRELIMINARY PLANS
DO NOT USE FOR CONSI'RUCRON
NOTES
1. PLANT BARE ROOT SHRUBS AND TREES TO THENADTH OF THE
BUFFER AS SHOWN ON THE PLANS.
2. ALLOW FOR S-110 FEET BETWEEN PLANTINGS, DEPENDING ON SIZE. TOP OF STREAMBANK
TOP OF STREAMBANK
9. LOOSEN COMPACTED SOIL
4. PLANT IN HOLES MADE BY A MATTOCK DIBBLE, PLANTING BAR, OR

.
OTHER APPROVED MEANS.
S. PLANT IN HOLES DEEP ANDWNE ENOUGH TO ALLOW THE ROOTS ?
TO SPREAD OUT AND DOWN WITHOUT J-ROOTING_
6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT
BY MEANS OF WET CANVAS, BURLAP, OR STRAW.
7. HEEWN PUNTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY
.? /1
¦/ 8000 Re9anq PaOwry Suik 200
l
PLANTED UPON ARRIVAL TO PROJECT SITE. . Carolina 27511
¦`IR Cary
B?rl
ROOMA55
AND SOIL MAERW Phone M94635488
TRANSPLANTED VEGETATION
.
,
tN6LNtt RI NO Fex.. 919 4 615 4 9 0
• TOE OF BANK
\
\
BOTTOM OF CHANNEL
BOTTOM OF CHANNEL
• 1. EXCAVATE A HOLE IN THE BANK TO BE STABILIZED THAT VALL
CROSS SECTION VIEW OF BARE ROOT PLANTING ' .' .' .' ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLACED
. BEGIN EXCAVATION AT THE TOE OF THE BANK
2. EXCAVATE TRANSPLANT USINGA FRONT END LOADER.
EXCAVATE THE ENTIRE ROOT MASS AND AS MUCH ADDMONAL
CROSS SECTION VIEW SOIL MATERIAL AS POSSIBLE IF ENTIRE ROOT MASS CANNOT BE
EXCAVATE IN ONE BUCKET LOAD, THE TRANSPLANT IS TOD LARGE
AND ANOTHER SHOULD BE SELECTED.
NOTES. 3. PLACETRANSPINNTIN THE BANKTO BE STABILIZED SOTRAT
1. WHEN PREPARING THE HOLE FOR A POTTED PLA14T OR
77 SHRUB DIG THE HOLE S-12INCHES LARGER VEGETATION IS ORIENTATED VERTICALLY.
4. FILLINANY HOLESAROUND THE TRANSPLANT AND COMPACT.
THAN THE DIAMETER OF THE POT AND THE SAME DEPTH 5. ANY LOOSE SOIL IEFTIN THE STREAM SHOULD BE REMOVED.
AS THE PDT.
LAYTHEPLANTON
2 REMOVE THE PLANT FROM THEPOT TRANSPLANTED VEGETATION AND ROOTMASS S. PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCHTHAT
THEYTOUCH
.
ITS SIDE IF NECESSARYTO REMOVE THE POT. .

?
3. IF THE PLANT IS ROOTBOUND (ROOTS GROWING IN A
SPIRAL AROUND THE ROOT B L1,MAKEVERTICAL /? - - - -- - - ?' - .?- '
TOP OF STREAh1BANK CUTS VATINAKNIFE OR SPADE JOUST DEEP ENOUGH TO
CUT THE NET OF ROOTS. ALSO MAKE A
CRISSCROSS NCUT ACROSS THE T IN THE HOLE. BOTTOM .1 THE BALI
HOLE.
4. PIACET
S FILL
F OF THE HOLE
HALF OF THE HOLEWIRi SOIL (SAME SOIL
TOP OF BANK
REMOVED FOR BACKFILL).
S WATER THE SOILT0 REMOVE AIR POCKETS AND FILL
\
THE REST OF THE HOLE WITH THE REMAINING SOIL.
TOE OF BANK

BOTTOM OF CHANNEL
CROSS SECTION VIEW OF CONTAINER PLANTING
PLAN VIEW
LIVE STAKING SPECIFICATION TREE AND SHRUB PLANTING DETAIL
NOTES
1. STAKES SHOULD BE CUT AND
INSTALLED ON THE SAME DAY.
2 DO NOT INSTALL STAKES THAT
HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WTiH
TOP OF STREAMBANK
BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED
PERPENDICULAR TO BANK
S STAKES SHOULD BE 12 TO 2 INCHES DO NOT REMOVE LEADER
??.
IN DIAMETER AND 2 TO3 FT LONG.
G STAKES SHOULD BE INSTALLED LEAVING
TOE OF SLOPE iR OF STAKE ABOVE GROUND.
BOTTOM OF CHANNEL THIN BRANCHES AND PRUNE PROPORTIONATELY TO COMPENSATE
FOLIAGE BY 113 RETAINING FOR REDUCTION OF ROOTS AND TO PROMOTE
NORMAL TREE SHAPE ?. NATURAL CHARACTER OF GROWTH
CROSS SECTION VIEW

WATER RETENTION RING TREE OR SHRUB SHALL BE
INSTALLED W THAT 1/8
TREE OR SHRUB SHALL BE
INSTALLED SO THAT 118 OF FINISHED GRADE BE ABOVE FINISHED GRADE OF THE ROOT BALLWILL
THE ROOT BALL WILL BE

6`-& SPACING ABOVE FINISHED GRADE

MULCH
WATER RETENTION RING
Yd' SPADING
? MULCH
FINISHED GRADE
PLAN VIEW
SQUARE CUT TOP
BUDS FACING UPWARD
COMPACT BACKFILL
TOP OF
TOP OF SiRFAMBANN
LIVE CUTTING STREAMBANK '
MIN. 12.O 1A ===-.='=-='==. , COMPACT BACKFILL
'?i'•
1111111111111111111111 Jill ilillitilljllllllllll11111111111
• 1 1 1
'1 t •• '1 ,' '>) PLANT STAKES FROM TOP OF BANK
'
.
: :: TO TOE OF BANK INA DIAMOND SHAPED
':1
I
1'
•7
'f
'
?1:
'f
.
-, .
,.
",
„:
„
..
.
STAGGERED PATTERN TREE OR SHRUB PLANTING DETAIL TREE OR SHRUB PLANTING DETAIL
1'..• :..' f:.' :'.: 1..' :..' f .'
ANGLECUT TOE OF SLOPE.
45 DEGREES
30
GROUND LEVEL SLOPING GROUND
-
LIVE STAKE DETAIL
PLAN VIEW
D
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CONSTRUCTION SEQUENCE/ QUANTITIES
Lick Creek, UT1, & UT2
1. Prepare stabi I ized construction entrances, as indicated on plans.
2. M obilize equipment, materials, and prepare staging areas, as shown on plans.
3. 1 nstalI silt fencing around all staging areas as shown on plans
4. Restri ct constructi on traf f i c to the area den oted as " L i m i ts of D i stu rban ce"ontheconstructionplans.
5. Clear and grub an area downstream of Station 27+50 adequate to construct stream channel corridor.
Li mits of cleari ng will be flagged in the fiel d by the construction inspector.
6. Instal l al l temporary stream crossi ngs, as shown on plans. To allow for drainage and to keep site
accessible, do not fill or block ditches and stream reaches on site during the initial stages of
construction.
7. Asmaterial isstocikpiIadthroughouttheconstructionperiod,placetern porarysi I t f en ce aro u nd the
temporary stockpile areas, as indicated in the Erosion Control Plans
8. Begin construction sequence by excavating fIoodpIain areas to design grades in al l areas except
within 10 feet of the top of existing stream ban ks. Fill ditches that do not contain any water duri ng
the grading operations Along ditches with water or stream reaches, stockpile excavated material in
areas shown on the pl ans.
9. Begin excavation of the Lick Creek stream channel at Station 41+75 and proceed in an upstream
direction to Station 14+50.
10. Perform al l work i n the dry. At the downstream end of the new channel, where the new channel
crosses the existing channel, construct an Erosion-Control Check Dam to drain the new channel
without contributing sediment to the existing channel. At the upstream end of the new channel leave
a 5 foot plug of earth at the existing stream bank between the new and old channel.
11. According to the plans, once this section of stream has been excavated to design grades, install in-
stream structures, grassing, matting, and transplants in this section, and ready the channel to accept
flow.
12. Between station 10+50 and 14+00, construct pump-around operations, as shown in the Erosion
Control Plans.
13. Excavate channel to design grades, install in-stream structures, grassing, matting, and transplants in
this section, and ready the channel to accept flow.
14. Turn wafer into the new channel by removing the earthen plug at the upstreant end of the new
channel, removing the erosion-control check dam between the new channel and the old channel and
immediately begin plugging, filling, and grading the abandoned channel, as indicated on plans,
moving in adownstream direction to allow for drainage.
15. Once construction in a pump-around area has been completed, remove pump-around materials.
16. Once astream work Phase is complete, apply temporary seeding, permanent seeding, and mulch to
any areas disturbed during construction. Apply permanent seeding mixtures, as shown on the
vegetation plan. Upon completion of any phase of grading, apply temporary seeding in all areas
susceptible to erosion (i.e., disturbed ditch banks, steep slopes, and spoil areas) so that ground cover
is established. Stabilization measures shall be initiated as soon as practical in portions of the site
where construction activities havetemporarily or permanently coed, but in no case morethan 14
days after the construction activity in that portion of the site has temporarily or permanently ceased.
17. Backfi ll the existing Lick Creek channel only up to the confluencewith UT1. Allow water to
continue flowing from UT1 into Lick Creek.
18. Begin excavation of the UT1 stream channel at Station 12+00 and proceed in an upstream direction
to Station 10+40.
19. Repeat steps 9,10,13, and 15.
20. Continue backfilling the existing Lick Creek channel only up to the confluencewith UT2. Allow
water to continue flowing from UT2 into Lick Creek.
21. Begin excavation of the UT2 stream channel at Station 11+00 and proceed in an upstream direction
to Station 10+00.
22. Repeat steps 9,10,13, and 15.
23. Continue bac kfilling the existing Lick Creek channel to station 42+00.
24. Between station 42+75 and 48+90, construct pump-around operations, asshown in the Erosion
Control Plans.
25. Install in-stream structures, grassing, matting, and transplants in this section, and ready the channel
to accept flow.
26. Once a stream work Phase is complete, apply temporary seeding, permanent seeding, and mulch to
any areas disturbed during construction. Apply permanent seeding mixtures, as shown on the
vegetation plan. Upon completion of any phase of grading, apply temporary seeding in all areas
susceptible to erosion (i.e., disturbed ditch banks, steep slopes, and spoil areas) so that ground cover
is established. Stabilization measures shall be initiated as soon as practiced in portions of thesite
where construction activities have temporarily or permanently ceased, but in no case more than 14
days after the construction activity in that portion of the site has temporarily or permanently ceased.
27. Plant woody vegetation andlive stakes, accordingtoplanting details andspecifications. Complete
the planting phase of the project and apply permanent seeding at the appropriate time of the year.
28. Prior to demobilization of equipment from the site, ensure that the site is free of trash and leftover
material s.
Item # Description Quality Unit
C Mobilization/Demobilization 1 LS
D Temporary Silt Fence 1,700 FT
E Temporary Seed 800 LBS
E Straw Mulch 700 BALES
F Permanent Seed 150 LBS
G Clearing and Grubbing 2 ACRE
H Washed Stone 57 100 TONS
H Class A Stone 135 TONS
H Class B Stone 200 TONS
H Boulders 470 TONS
H Root Wads on-site 50 EACH
I Los 20 EACH
J Filter Fabric, Type II Nonwoven 750 SID YDS
K Coir Fiber Matting 6,300 SQ YDS
L Transplants 600 SQ YDS
M Live Stakes 9,200 STEMS
N Tree Plantin 5,000 STEMS
PROJECT ENGINEER
PRELIMINARY PLANS
DO NUT USE FOR CONMUCITON
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BARE ROOT VEGETATION PLANTING ZONE
BA FOOT STREAM BREEP
BALL AN BURLAP
FOOTOGRIO TREE LiNTINO ZONE ! ?~ {EVEGETATIO/r
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BARE ROOT VEGETATIGN PLAMING ZONE
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STD. NO. DURHAM COUNTY
DESCWTION SYMBOL
REFORESTATION ..................................... . SOIL AND WATER CONSERVATION ?RAm
lv C
DISTRICT mmmwrm'?m"a =
02668 EC- 5
1630.03 TEMPORARY SILT DITCH ........................ -
1630.05 TEMPORARY DIVERSION .......................... 9.

Soo 1605.01
1606.01
1622.01
1630.01 TEMPORARY SILT FENCE ......................... -
SPECIAL SEDAIENT CONTROL FENCE ••••••••••••.
TEMPORARY BERMS AND SLOPE DRAINS • • • • . • • • • • • • • ^ ' ' ' _?
RISER R15ER BASIN .........................
0
•

EROSION CONTROL

PLAN

W

w 1630.02
1633.01
1633.02
1634.01
1634.02
1635.01
1635.02
1636.01
1630.04 SILT BASIN TYPE B .................................
::::::::::::
.
TEMPORARY ROCK SILT CHECK TYPE -A • •
TEMPORARY ROCK SILT CHECK TYPE-B • • . • • . • . • • .. • • • •
TEMPORARY ROCK SEDIMENT DAM TYPEA • • • • • • •. • • • • ®
TEMPORARY ROCK SEDIMENT DAM TYPE-B • - - - - • - - - - - •
ROCK PIPE INLET SEDIMENT TRAP TYPEA ?
ROCK PIPE INLET T SEDIMENT TRAP TYPE-B • • • • • • • • • • • • • • • V
ROCK SILT SCREEN .................................. ..
STIIAdNG BASF .....................................

OCATION: EASTERN DURHAM COUNTY

SOUTH OF NC 98 OFF SR 1905 OLIVE BRANCH RD.

1632.01 ROCK INLET SEDIMENT TRAP:
TYPE A ................................... All OR- -A) TYPE OF WORK STREAM RESTORATION
V 1632.02 TYPE B ................................... B®.OR'•B)
1632.03 TYPE C ........................... EllOR••C)
QQ EC-4 EC-5

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IS PROJECT CONTAINS PROJECT STANDARDS

FOLIAR2NG ROADWAY ENGLISH STANDARDS AS TFIOX APPEAR IN TBE

"ROADWAY STANDARD DRAWINGS"
ROADWAY UNIT -N•GDEPARTMENT
HE LATEST

TRANSPORTATION -RALEIGH, N.C. .G DATED JANUARY ARY 20, 2002 AND ND THE PREPARED IN THE OFFICE OF.
8000 Repenry ?yS 1
Ccry, North i%463- 276111
Phone: 8Po194635488
BUCK,

ENO NwLRINO Fu; 919487-5480 PROJECT ENGINEER
EROSION CONTROL PLANS

FOR ALL PHASES OF REVISION THERETO ARE APPLICABLE TO TIRS PROJECT AND BY REFERENCE
HEREBY ARE CONSIDERED A PART OF TIffiE PLANS
0 60 30 0 60 _ 120 CONSTRUCTION.
P-yRB Ee
1633.01 TempormT
1633.01 Taowonq PoaY Silt lt fAxk Type - A
KEVIN TWEEDY, P.E.

PROJECT ENGINEER
PRELIMINARY PLANS
W NOP 086 FOR tANB'IROCTION
PLANS
TOTAL DISTURBED AREA = 17 Acres 16M 01 Rock Silt Sa JUNE '06
IBTTfNG DA78:
JOHN HUITON
PROJECT AfANAGER
PE
SIGNATURE:
PROJECF REFERENCE NO. SHEET NO.
TEMPORARY SILT FENCE PROJECR ENGINEER
PRELIMINARY PLANS
DO NOT USE FOR CON2TR11MON
6'MAXIMUM
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ParMnr 271 too
7.
485 2 11
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Pa?He-0sTUeo
FILTER FABRIC
NOTES
FILTER FABRIC
1. USE FILTER FABRIC A MINIMUM OF 36' IN WIDTH AND
FASTEN ADEQUATELY TO THE WIRE AS DIRECTED COMPACTED FILL
BY THE ENGINEER
2 PROVIDE S' STEEL POST OF THE SELF-FASTENER
ANGLE STEEL TYPE
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EXTENSION OF FABRIC
INTO TRENCH
DITCH PLUG CHANNEL BLOCK

O NEW CHANNEL TO BE CONSTRUCTED
DITCH TO BE PLUGGED h.
FLOW
9 2S, ?s
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DITCH PLUG CHANNEL BLOCK
OLD CHANNEL TO BE FILLED
9
PLAN VIEW
NOTE:
COMPACT BACKFILL USING ON-SITE HEAVY EQUIPMENT PLAN VIEW
IN 10 INCH LIFTS.
UNCOMPACTED SACKFILL
COMPACTED BACKJRLL 1.5MINIMUM
i
UNCOMPACTED BACKFILL
COMPACTED BACKFILL 1.51 MINIMUM
i ROOT WAD PLACEMENT AS
FINISH GRADE FINISH GRADE DIRECTED IN PLANS
FINISH GRADE
I NEW STREAMBANK SHALL BE
.:.::::..::.:::.:.. : ..:..::.:::..::.::.:::..:'.:;'.:.:.:,:.;.:::::::.:::;:•.
i TREATED AS SPECIFIED IN PLANS
I

DITCH INVERT FLOW

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CHANNEL INVERT
n

COMPACTED BACKFILL
i
COMPACTED BACKFILL
SECTION A - A'
1
i PROFILE VIEW
EROSION CONTROL MATTING
PLACE COIR FIBER MATTING IN 61NCH DEEP
TRENCH. STAKE. BACKFILL, AND COMPACT
? TOP OF STREAMBANK
1707
TOE OF SLOPE
PLACE COIR FIBER MATTING IN 61NCH DEEP
TRENCH, STAKE, BACKFILL, AND COMPACT
BOTTOM OF CHANNE
CROSS SECTION VIEW
FLOW -? -ry 1 P
-STONE CLASS A
2 2
17 120ANKFULL
MAXIMUM DEPTH
?FA-TER FABRIC _
CLASS A STONE FILTER FABRIC
TYPICAL MATTING STAKE
DITCH DITCH
1 1 1 1 1 / 1 1 / 1 / / TOP OF STREAMBANK
TOP OF -? - --? - --/ - --1 1 1 1 1
STREAMBANK _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STAKES
1 1 1 1 1 1 1 1 1 1 1 /
1 1 1 1 / / 1 i 1 / 1
/ 1 1 1 / / / 1 1 1 1 1
1 1 / 1 1 1 / / 1 / / 1
1 1 1 1 1 1 1 1 1 / 1 1 COIR FIBER MATTING TO BE
EXTENDED TO TOE OF SLOPE
PLAN VIEW
SILT CHECK

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CONSTRUCTION AREA UPSTREAM

STILLING BASIN
(2 FT. MAX DEPTH)

EXISTING CHANNEL
PLAN VIEW
NOTE
1. BANKS SHOULD BE SEEDED PRIOR TO
PLACEMENT OF MATDNG.
2. PLACE COIR FIBER MATTING ACCORDING TO
MANUFACTURER RECOMMENDATIONS.
3. MATTING STAKES SHOULD BE PLACED
INA DIAMOND SHAPED PATTERN.
THE WOOD STAKE SHALL BE THE NORTH AMERICAN
GREEN ECO-STAKE OR APPROVED EQUAL WITH THE
FOLLOWING DIMENSIONS:
LEG LENGTH 11.00IN 7.94 CM
HEAD WIDTH 1.25 IN .18 CM
HEAD THICKNESS 0.40 IN 1.02 CM
LEG WIDTH 0.60 IN 1.52 CM) (TAPERED TO POI
LEG THICKNESS 0.401N 1.02 CM
TOTALLENGTH 12.00 114 (30.48 CM)
BOULDERS
CROSS SECTION
NOTES:
CLEAN OUT STILLING BASIN OF TRAPPED SEDIMENT PRIOR TO REMOVAL
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PROJECT ENGINEER
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60 30 0 60 120
SCALE (FT)
PROJECT ENGINEER

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Invoice Number Date Voucher Amount Discounts Previous Pay Net Amount
Lick Creek Stream 12/20/05 0006440 475.00 0.00 0.00 475.00
NC Division of Water Quality
Totals 475.00 0.00 0.00 475.00
CAPITAL CH 1 DWQ
e ?G?6E??NIG?D
20 0 6 0 0 0
DEL 2 9 2005
pS MD STORE , BOO