20051735 Ver 1_Complete File_20050912

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 14, 2005
Mr. Carl R.-Dawson
City of Raleigh
Department of Public Works
P.O. Box 590
Raleigh, NC 27602-0590
Subject Property: Big Branch Stream Restoration
Big Branch [030402, 27-33-17, C, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 051735
Wake County
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. Dawson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 2,140 linear feet of stream and 62,227 square feet (ft) of Zone I Neuse River
protected riparian buffer for the purpose of performing stream restoration on the Big Branch stream at the
subject property, as described within your undated application which was received by the N.C. Division
of Water Quality (DWQ) on September 12, 2005. After reviewing your application; we have decided that
the impacts are covered by General Water Quality Certification Number(s) 3495 (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]/ Intemet:http://h2o.enr.state.nc.us/ncwetlands
Nom" Carolina
tumlly
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
City of Raleigh - Department of Public Works
Page 2 of 3
December 14, 2005
Amount Approved
(Units) Plan Location or Reference
Stream 2,140 (linear feet PCN page 9 of 13
Buffer - Zone 1 62,227 (square ft. PCN page 12 Of 13
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 3402.
6. 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.
I
i
City of Raleigh - Department of Public Works
Page 3 of 3
December 14, 2005
7. 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 919-7914200.
Sincerely,
. Oak Pw&j
0/D^-Alan W. Klimek, P.E.
AWK/ijm
Enclosures: GC 3495,
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 051735CORaleighBigBranchStreamRest(Wake)401
2 0 0 5 1 7 3 5
?r?tiY ?9?
401 ISSUED
September 6, 2005
Pik
x?
Ms. Jennifer Burdette P
Raleigh Regulatory Field Office
United States Army Corps of Engineers
6508 Falls of Neuse Road - Suite 120
Raleigh, North Carolina 27615
RE: Pre-Construction Notification Application Form for
Streambank Stabilization at:
Big Branch Stream Stabilization Project
Raleigh, NC
Dear Ms. Burdette:
kL& t7
Please find enclosed one copy of a completed "Pre-Construction Notification Application
Form" for the referenced project. I am submitting seven copies of this application
concurrently to Ms°-Laurie-Bennisonanri#fv-the-torth4--'sTdina-E)epartrnentsofaEnvironment
and-NaWmi-Reso,urces, Division of Water Quality, 401/Wetlands Unit. It should be noted
that the proposed repairs are not for new development construction, but rather to
address an existing erosion problem along a stream channel in the Neuse River Basin.
Thank you for your assistance in processing this application. If I may answer any
questions concerning the application or if you would like to meet me for a site inspection,
please contact me at telephone number [phone].
Sincerely,
John D. Hollis, P.E.
Stormwater Project Engineer
JDH/
Enclosure
cc: Mr. H. Daniel Bowden, P. E.
Ms. James Leumas, P.E.
Mr. John Dorney
Ms. Becky L. Ward, P. E.
OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH, NORTH CAROLINA 27602
RECYCLED PAPER
Office Use Only: Form Version March 05
5735
USACE Action ID No. DWQ No.
krt any particwar Rem is not appncaoie to tnis project, please enter "Not Applicable" or "N/A".)
Processing 401 ISSUED
1. Check all of the approval(s) requested for this project: a
® Section 404 Permit ® Riparian or Watersl4" i?Utffp Rrw i P?,,
? Section 10 Permit ? Isolated Wetland Permiti?dril DW
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: _rr 2
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further detai, hey
4! - ? r
II. Applicant Information !1 DI)
S E P 1 2 2005
1. Owner/Applicant Information
City of Ralei c`° `? `?"`?' ERo`"? ?'
Name: Raleigh k.rr n nTr a 22
> cU
Mailing Address: Department of Public Works
Post Office Box 590
Raleigh, NC 27602 - 0590
Attention: Mr. Carl R. Dawson Jr. P.E.
Telephone Number:_ [phone] Fax Number: (919) 890 - 3832
E-mail Address: carl.dawsongci.raleigh.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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 13
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: Bip_ Branch Stream Stabilization Project
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): See Attached
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From I-440 head north on
Wake Forest Rd.; turn left on Hardimont Rd.• turn right on Quail Hollow Dr.; turn left on
Compton Drive. Project is between Compton Dr. and Hardimont Rd west of Quail Hollow
Dr.
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): 759354 ON 2110752 °W
6. Property size (acres): 3.13
7. Name of nearest receiving body of water: Big Branch a tributary of Crabtree 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 http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:_ The stream is located in an existing residential area
consisting of quarter acre and half acre single family homes. The watershed is completely
developed and due to the development the stream is de-grading and the channel is incising
Page 6 of 13
due to increased stormwater run off. The stream is located in a FEMA mapped flood prone
area. The majority of soils within the project sub-basin consist mainly of soils in the
hydrologic group B and hydrologic group D to a much lesser extent.
10. Describe the overall project in detail, including the type of equipment to be used: Channel
restoration/stabilization will be conducted between the culvert crossing Hardimont Rd.
and the culvert crossing Compton Rd., approximately 2140 LF. Due to utility conflicts and
lack of area between existing homes and the stream it was determined that structural channel
stabilization will be necessary. Both left and right banks of the channel will be stabilized
utilizing the following efforts: willow staking, root wad, willow branch packing, plantings,
rip-rap, gabions and coir fiber rolls for toe stabilization. Channel banks will be sloped at
1.5H:1 V due to area limitations as homes encroach so closely to the channel. Since the
channel meanders greatly in this section, causing excessive bank undercut and debris build-
up, it will be realigned horizontally and vertically. Horizontal realignment will cause an
increase in the energy grade line. To combat the increase, cross vanes and J-hook weirs will
be constructed of 30"-36" boulders along the channel stream bed. Furthermore, the stream
bed will be `smoothed' b? taking existing creek bottom material from high spots and placing
this material in low spots, pools and undercut areas. Equipment expected to be used by the
contractor include; track hoe, back hoe, loader and tandem (dump) trucks. The contractor will
stabilize the channel in sections not to be longer than 250 LF at a time. Once the section has
been completed, seeded mulched and stabilized the contractor will be allowed to continue to
the next 250 LF of channel in order to reduce negative impacts on the stream due to
construction.
11. Explain the purpose of the proposed work: Correct existing erosion and debris build-up
problems by stabilizing the existing stream banks utilizing soil bio-engineering techniques.
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. An Environmental Assessment was prepared for this project
through NC DWQ and reviewed through the State Clearing House. A FONSI was issued by the
NC Environmental Policy Act Coordinator in March 2000. (Copy Attached). Minor revisions to
the proposed location of stream stabilization structures indicated in the original EA are currently
under review by DWQ.
Page 7 of 13
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: Approximately 4280 LF of
stream bank will be impacted as well as approximately 735 LF of stream bed. The impacts
include placing the aforementioned structural stabilization measures excavation compaction
and sloping of banks and horizontal and vertical stream bed realignment. Several mature
trees will be removed from the channel area and replaced with new plantings. No wetland
impacts are anticipated.
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,
se aratel 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
Page 8 of 13
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. multinly length X width then diuM.- h., d1 S4II
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or

Intermittent. Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
Entire Project Big Branch Stabilization Perennial 30 2140 3.13

Total Stream Impact (by length and acreage) 2140 3.13
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, dredpaina, flooding. drainage. bulkhends_ etc
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
(acres)
N/A

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the roiect:
Stream Impact (acres): 3.13
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U. S. (acres) 3.13
Total Stream Impact (linear feet): 2140
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
Page 9 of 13
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.
The scope of the project is to address erosion problems along the existing stream Since the
watershed has been fully developed and due to the close proximity of existing homes there are no
practical alternatives. Therefore operations such as bank excavation/sloping and channel
realignment could not be alleviated. Soil bio-engineering methods will be utilized to
minimize impacts caused by more intrusive methods of structural stream stabilization such as;
piping the channel or the use of concrete retaining walls Furthermore the contractor will be
limited to 250 LF of channel disturbance. The contractor will not be able to start the next 250 LF
section of channel until the preceding section is stabilized and inspected thereby, limiting the
active disturbance of the channel to 250 LF at any one time North Carolina Department of
Environment and Natural Resources (NCDENR) policies for sediment controls will be enforced
during construction.
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
Page 10 of 13
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetiands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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
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)?
Page 11 of 13
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 ?
X.
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 ?
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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
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 62227 3 (2 for Catawba) N/A
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
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. Buffer Mitigation will not be required for
this project. The application of Bio-En ineering for bank stabilization will enhance the
riparian buffer for this project.
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.
Page 12 of 13
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
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: Project
will stabilize the existine stream banks to eliminate erosion occurring at specific locations This
project will not result in additional development
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
Property Indentification Number (Tax PIN)--Sect. III Item 3 page 6
ADDRESS OWNER PIN
3900 CONVERSE DR. BENNETT, JOHN W 1715096476
3908 CONVERSE DR. ALBOUYEH, C EMIL 1715096544
4000 CONVERSE DR. PAKDAMAN, ALI C & KATRINA 1715096632
4008 CONVERSE DR. RALEIGH CITY OF 1715096739
4004 CONVERSE DR. RALEIGH CITY OF 1715096740
4012 CONVERSE DR. RALEIGH CITY OF 1715096846
4016 CONVERSE DR. RALEIGH CITY OF 1715096974
3901 QUAIL HOLLOW DR. SAE KU, SOMSAK 1715098497
3905 QUAIL HOLLOW DR. CAMPBELL, JOSEPH B & KATHLEEN D 1715098576
3909 QUAIL HOLLOW DR. HEMRIC, BRIAN S & RENEE 1715098656
3913 QUAIL HOLLOW DR. ROBBINS, FLOYD B 1715098764
3917 QUAIL HOLLOW DR. HOYTE, SANDY M & LINDA M 1715098862
3921 QUAIL HOLLOW DR. LACKEY, MALCOLM ARMSTRONG & KART LYNNE RICHARDSON 1715098971
3925 QUAIL HOLLOW DR. KEEVER, DAVID M & LINDA L SWAIN 1715098987
4022 CONVERSE DR. RALEIGH CITY OF 1716006083
4028 CONVERSE DR. NIVER, JAMES W 1716006192
4032 CONVERSE DR. STOLTZ, KARI HOWE 1716006199
4036 CONVERSE DR. MUNRO, JOHN A & TERESA L 1716007207
4040 CONVERSE DR. HANCHETTE, DAVID A & KIMBERLY C 1716007306
4100 CONVERSE DR. HANCHETTE, DAVID A & KIMBERLY C 1716007434
4104 CONVERSE DR. RALEIGH CITY OF 1716007572
3929 QUAIL HOLLOW DR. ROSSELLI, RAELENE S 1716008097
4108 CONVERSE DR. MILLER, THOMAS M & MARTHA P 1716008600
4112 CONVERSE DR. KAUFMAN, WILLIAM M & MARTHA 1716008649
4116 CONVERSE DR. BEIDLER, ALLAN L & ELLEN M 1716008787
4001 QUAIL HOLLOW DR. KLOOS, LYLA DODD 1716009136
4005 QUAIL HOLLOW DR. WHITACRE, JEFFREY B & AUDREY R 1716009266
0 QUAIL HOLLOW DR. ELDORADO ENTERPRISES INC C/0 A. B. ANDREWS 1716009501
4120 CONVERSE DR. SMITH, WILLIAM F III 1716009807
4124 CONVERSE DR. REID, JUDITH A 1716009916
4200 CONVERSE DR. GANTT, CHRISTOPHER P & WENDY 1716019035
4204 CONVERSE DR. SEXTON, FREDERICK WILLIAM 1716019125
4208 CONVERSE DR. HARE, THOMAS M & BONNIE J 1716019214
4212 CONVERSE DR. WOOTEN, CECIL EDGAR & NANCY L 1716019313
4216 CONVERSE DR. BLACKWELL, D M & ELIZABETH C 1716019403
4009 QUAIL HOLLOW DR. POYO, RALPH & SUSAN R 1716100335
4101 QUAIL HOLLOW DR. ANTONELLI, REBECCAS S 1716100454
4105 QUAIL HOLLOW DR. JABBOUR, JAD G & MARCELLE G 1716100563
4109 QUAIL HOLLOW DR. GHOLIZADEH, ALI R 1716100653
4201 QUAIL HOLLOW DR. POUCHER, JOHN W JR & CHERIE R 1716100762
4205 QUAIL HOLLOW DR. RALEIGH CITY OF 1716100891
4209 QUAIL HOLLOW DR. BRADLEY, CARLA 1716100992
4213 QUAIL HOLLOW DR. RALEIGH CITY OF C/0 GINGER FREEMAN 1716110092
4301 QUAIL HOLLOW DR. HESNER, MICHAEL P 1716110193
4305 QUAIL HOLLOW DR. BLITCH, GROOVER B & JOYCE T 1716110293
804 COMPTON DR. GOLD, JEFFREY M & LYNN C 1716110452
4309 QUAIL HOLLOW DR. ANDERSON, RICHARD A & PAULA F 1716111332
Figure 1
Regional Map
Big Branch Channel Improvements
City of Raleigh
Wake County, North Carolina

Figure 2
Source: Rateigh East and Rveigh West, Nonh Carcrina 7.5 Minute USGS Vicinity Map
icpographic Ccecrancie, 1987.
Big Branch Channel Improvement`
Scale in Feet City of Raleigh
Wake County, North Carolin,
08/04/00 10:29 V5192728501 "WOOLPERT CINTI 44-? CHARLOTTE
WOOLPERT
Woolpert Fax
mw?
If you do not receive the number of pages listed blow,
please call sender or Woolpert at 513.272.8300
To: Danny Bowden From: Warren C. High
Company: City of Raleigh Department: Water Resources
Dept of Stormwater Mgmt
•;: , ;..: ,:,,,.. :?.• -?. :.,.: ,..,. . Fax Number: 919-890-3832 Order Num 55263. 5.074

Pages Sent: 6 Date: August 4, 2000
(Including cover page)
Copies I nt Holbrook '?'? ;

13aAttact ied'is the letter requesti
D e
to a
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copied to him. I will follow up so that it doesn't get lost. Warren
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16001/004
Z

wOOLPERT L1P
4141 Rosslyn Drive - Cincinnati, Ohio 4=9-1183
513.272.8300 - Fax [phone] www.wodpertcom
WOOLPEERT LLP
4141 RossEyn Drive ¦ Cincinnati, Ohio 45209.1183
513.272.8300 • Fax [phone] • www.weoipert tom
August 4, 2000
Mr. John Dorney
Department of Environment and Natural Resources
` Water Quality Lab
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
RE: City of Raleigh, Sig Branch Stream Stabilization, 98-0591
wooir?rr
Dear Mr. Dormer:
On the behalf of the City of Raliegh, we would like to request that the review for the Section
401 application for the referenced project be initiated. We have completed the North Carolina
WOOLPFRT LLP Environmental Policy Act review and have included copies of these letters to you.
4141 Ross(yn Ddvo
Clndnnati ON 45209-1183 Please let me know if you requite any additional information by contacting me at
313.272.5300 513.272-8300 or email [e-mail].
.
Faxc 513.272.8301
www.%vootpertcom Sincerely,
. --a
d
%MA't--
-
:Warren C. High
Senior Environmental.Scicntist
., .. Enclosures

?
4 cc. Danny Bowden, City of Raleigh
' Flint Holbrook, Woolpert
08/04/00 10:30 '$5132728301 WOOLPERT CINTI -? ?-? CHARLOTTE ig 001/004
'North Carolina
Department of Administration
James B. Hunt, Jr., Governor Katie 4. Dorsett, Secretary
March 13, 2000
Ms. Gloria Futn=
NC Dept. of Env. & Nat, Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Degr:Mg. Futnar?n: • . .. • .
_Re.--- SCH File # 00-E-4300-0352; Environmental Assessment/Finding of No Significant Impact
Proposed 1600 LF of Streambank Stabilization for Big Branch Located in the City of Raleigh
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy Act.
No comrients were . made by any state/local agencies In the course of this review. Therefore, no further
ft.virbtiinental revie?v action: on your part is required for the compliance with the Act.
Best regards.

.Sincerely, ,
lvls, Chrys Baggett
Environmental Policy Act Coordinator
Attachtlients.l.!: , .

116 West Jones Street Raleigh, North Carolina 27603-8003 Telephone [phone]
An t".yua! l?yx»zunily /Aninucunu Jlaiuu Cmpioyar

V
08/04/00 10:30 05132728301
WOOLPERT CINTI 444 UIULKLU' EIS *J "Of UWA
NORTH CAROLINA DEPARTMENT 41E:
9NVIRONMENY AND NATURAL RESOURCES
D1vISIQN OF WATER QUALITY
Warren C. High
March 15, 2000
MAR 2 0 20M
Woolpert i'LP WOOLPERT LL?
4141 Rossyln Drive
Cincinnati, t3hio 45209-1183
Re: SCH X,Ue #WFA300.0352; X)FNR Project #1028
Big Branch Stream Improvements, City of Raleigh, Wake County
Dear Mr. High:
On March 13, 2000, the State Clearinghouse deemed the North
Carolina Environmental Policy Act review on the above project complete (see
attached letter from the Clearinghouse). It is now acceptable to proceed with
your permit applications through the Division of Water Quality for the
proposed project. No further actions on the Environmental Assessment are
required. +
1f there is anything I can assist you with, please do not hesitate to give
riie''a call at [phone], ext. 567.
Sincerely,

Ql]C1081ITC (SCH 10..
Gloria F. Putnam
Environmental Specialist

• A Y l Y II . .
cc, John Dorney, Wetlands Unit
Ken Schuster, Raleigh Regional Office
,. , 1617 MAIL SERVICE CENTER, RA6CICH, NORTH CAROLINA 27609-1817
webslle: h2o.enr.statexMUS PHONE [phone] FAX [phone]B1e
AN EQUAI. OPPORTUNITY / AFFIRMATIvs ACTION FP4P69Y4k • 50% REQVGLE0/1 O% P08T-CONsuMCR PAPER
.08/04/00 10:31 $5132728301 WOOLPERT CINTI -?-?-? CHARLU'rris 121 VV1AiVVy
Woolpert FOA
wO4?RT if you do not receive the number of pages listed below,
please call sender or Woolpert at 513.272.8300
To: John Domey
Company: DENR, Water Quality Lab
Fax Number: [phone]
Pages Sent .4
(Including cover page)
From: Warren C. High
Department: Water Resources
Order Number: 55263.05.074
Date: August 4, 2000
'Notes:
'ff letter from the clearinghouse.
AtE66d is 'a copy of the signo

WOOLPERT LLP
E. 4141 Rossiya Drive • Cincinnati, Ohio 45208-1163
513.2728300 - Fax [phone] • www,woo?peit =
Big Branch Photos:
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Sta. 0+00 looking upstream at eroded bend.

MOM-
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08 23.2 05
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Sta. 3+90 looking upstream at fallen trees (3) due to eroded bank

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Sta. 4+00 looking downstream at eroded bank.
F
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09-23-2005

P
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Sta. 5+80 looking upstream at eroded bank.
IF-
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Sta. 8+00 looking downstream at eroded bank
1
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Sta. 16+00 looking upstream at eroded bank

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Sta. 19_+`20 looking upstream at eroded bank .... near swimming pool.
INDEX OF SHEETS
1 TITLE SHEET
2 GENERAL NOTES AND LEGEND
3 PLAN & PROFILE SHEET
STA. 0+00 TO STA. 6+00
4 PLAN & PROFILE SHEET
STA. 6+00 TO STA. 12+00
5 PLAN & PROFILE SHEET
STA. 12+00 TO STA. 18+00
6 PLAN & PROFILE SHEET
STA. 18+00 TO STA. 21 +50
7 CONSTRUCTION ACCESS
8 DETAILS
9 DETAILS
THE CffY OF RALEIGH
PUBLIC WORKS DEPARTMENT
of RAC
\A
1'=
i
CR
IPROJ17CT 51
ATTENTION CONTRACTORS
The Construction Contractor responsible for the modification
to the water or sewer, as approved in these plans, is
responsible for contacting the Public Works Department at
919-890-3030 at least forty-eight (48) hours prior to
beginning any of their construction.
Failure to notify the City of Raleigh's Public Works
Departments in advance of beginning construction, will
result in the issuance of monetary fines, and require
reinstallation of any water and sewer facilities not inspected
as a result of this notification failure.
Failure to call for Inspection, Install a Downstream Plug,
have Permitted Plans on the Job site, or any other
Violation of City of Raleigh Standards will result in a Fine
and Possible Exclusion from future work in the City of
Rcleigh.
m
BIG BRANCH WATERSHED DESIGN IMPROVEMENTS
BIG BRANCH CHANNEL STABILIZATION BETWEEN
HARDIMONT ROAD AND COMPTON ROAD
MA`( 2005
CALL WC PREPARED BY:

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it
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1
I- VICIMTY MAP

EVARD
CAROLINA 28217
WOOLPERT
CHARLOTTE, NORTH ?_0051735
?WIII WOOLPERT LLP
8731 RED OAK BOUL
704-525-6284 FAX [phone]

No. DATE REVISIONS r?Le ro.
0
GENERAL NOTES
1. ALL WORK SHALL COMPLY WITH NCDOT AND THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR SHALL KEEP ALL DISTURBED AREAS TO A MINIMUM. ALL AREAS DISTURBED BY THE
CONTRACTOR SHALL BE RESTORED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS,
3, ADDITIONAL EROSION CONTROL DEVICES ARE TO BE INSTALLED BY THE CONTRACTOR AS DIRECTED BY THE CITY,
OR THE CITY REPRESENTATIVE.
4, TRAFFIC CONTROL SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE PROJECT BY THE CONTRACTOR, IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, ALL TRAFFIC CONTROL SHALL COMPLY PATH THE LATEST EDITION
OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT STANDARDS AND SPECIFICATIONS, AND THE CITY
OF RALEIGH STANDARDS AND SPECIFICATIONS,
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND OPERATION OF ALL TEMPORARY
AND PERMANENT BRACING AND SHORING AS NECESSARY TO PERFORM THE WORK AS DESCRIBED IN THE PROJECT
PLANS,
6, THE CONTRACTOR SHALL COMPLY WITH ALL OSHA AND OTHER SAFETY STANDARDS AND REGULATIONS,
7, UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND
RECORDS, AND THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE
EXISTENCE OF WHICH IS AT PRESENT NOT KNOWN. VERIFICATION OF THE LOCATIONS OF UNDERGROUND UTILITIES,
SHOWN OR NOT SHOWN, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
8. ADJUSTMENT OF UTILITY STRUCTURES AND MANHOLE TOPS SHALL BE PROVIDED BY THE CONTRACTOR UNLESS
OTHERWISE PROVIDED BY THE UTILITY OWNER.
9. DURING ALL PHASES OF CONSTRUCTION, CARE SHALL BE TAKEN TO MINIMIZE DAMAGE TO EXISTING
IMPROVEMENTS ON OR ADJACENT TO THE SITE, ANY ITEMS DAMAGED SHALL BE REPAIRED OR REPLACED TO THE
SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE,
10. TEMPORARY RESIDENTIAL FENCING WILL BE REQUIRED WITHIN BACKYARDS OF LOTS, AS DIRECTED BY THE CITY
OR THE CITY REPRESENTATIVE.
NSTRUCTION SEQUENCE
1. FURNISH AND INSTALL TRAFFIC CONTROL ADVANCE WARNING SIGNS NEAR CONSTRUCTION
ACCESS POINTS, AS DIRECTED BY PROJECT INSPECTOR, AND MAINTAIN THEM THROUGHOUT
THE PROJECT'S DURATION,
2, INSTALL STONE AND FABRIC WITHIN CONSTRUCTION ACCESS AND STAGING AREAS,
3. REMOVE EXISTING TREES IDENTIFIED ON THE PLANS, IN ACCORDANCE WITH THE
SPECIFICATIONS, PROVIDE TREE PROTECTION FOR THOSE TREES TO BE SAVED WITHIN THE
CONSTRUCTION AREA,
4, INSTALL ONE ROCK CROSS VANE DOWNSTREAM OF IMMEDIATE AREA OF DISTURBANCE TO
ACT AS SILT BASIN, MAINTAIN IN ACCORDANCE WITH SPECIFICATIONS,
5. CONTRACTOR SHALL BEGIN STREAM STABILIZATION ACTIVITY AT THE UPSTREAM LIMIT OF
CONSTRUCTION THE WORK SHALL BE LIMITED TO NO MORE THAN 250 L.F. OF CHANNEL,
WITHOUT COMPLETE RESTORATION AND/OR STABILIZATION, AND CONTINUE DOWNSTREAM
WITHOUT INTERRUPTION IN CHANNEL RESTORATION.
6. THE CONTRACTOR MAY BEGIN PREPARATION OF THE NEXT DOWNSTREAM REACH (250
L.F.) PRIOR TO FULL STABILIZATION OF THE UPSTREAM REACH, HOWEVER, INSTALLATION OF
PROPOSED IMPROVEMENTS IN THE DOWNSTREAM REACH WILL NOT BE PERMITTED UNTIL THE
UPSTREAM REACH IS APPROVED BY THE PROJECT INSPECTOR,
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF
ANY UNSUITABLE MATERIAL TO A LOCATION OFF SITE. THE CONTRACTOR SHALL OBTAIN ANY
AND ALL STATE OR LOCAL APPROVALS AND SUBMIT COPIES TO THE CITY FOR RECORD.
8. TREES TO BE INSTALLED ALONG THE TOP OF BANK SHALL BE INSTALLED ONCE THE
ENTIRE STREAM LENGTH IS COMPLETED.
9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES
UPON ESTABLISHMENT OF VEGETATIVE COVER AND AT COMPLETION OF THE PROJECT.
(:) -ELM TREE
-GUM TREE
-HOLLY BUSH
-OAK TREE
0 -MAPLE TREE
-PINE TREE
G -CHERRY TREE
0 -BIRCH TREE
-EVERGREEN TREE
0 -HICKORY TREE

Jv -TREE TO BE REMOVED
D.N.D. -DO NOT DISTURB
b -TELEPHONE PEDESTAL
G0 -CABLE TV PEDESTAL
EXIST. - EXISTING
PROP, - PROPOSED
DU•P. - DUCTILE IRON PIPE
LEQEND
EIP -EXISTING IRON PIPE
EIS -EXISTING IRON STAKE
CP -COMPUTED POINT
ISS -IRON STAKE SET
R/W -RIGHT OF WAY
N/F -NOW OR FORMERLY
WL -WATER LINE
SS -SANITARY SEWER LINE
O -MANHOLE .
-WATER VALVE
A -CATCH BASIN
¦
t -SPOT ELEVATION
-;E- -PROPERTY LINE
T.S.R. -TO BE REMOVED
T.B.A.B.O. -TU BE ADJUSTED BY OTHERS
T.S.R,R. -TO BE REMOVED AND REPLACED
M -PERMANENT DRAINAGE EASEMENT
P,U.D,E -PERMANENT UTILITY AX DRAINAGE EASEMENT
= -TEMPORARY CONSTRIKnoN EASEMENT
'a SEE DETAIL NO. 2 ON SHEET 8
2
BANK TREATMENTS
COVER EXISTING RIP RAP WITH TOPSOIL, TREAT WTH JOINT PLANTING
J
e 7 0 GRADE AND STABILIZE BANKS, WAlOW STAKING
I
28 = STABILIZE BANK AS SHOWN, INSTALL ROOTWAD, BOULDER REVETMENT AND WILLOW BRANCH PACKING
8 • ` SLOPE BANKS AS SHOWN, INSTALL COIR FABRIC, WILLOW STAKING, AND SHRUB PLANTING
s .
SH.9 ® WRAPPED EARTH SLOPE
1
SH.9 ® PLANT PATH SHRUBS
2
EXCAVATE MATERIAL FROM SANDBAR
FILL WITH EXISTING CREEK BOTTOM MATERIAL
4'-6' VARIES ---
SEE PLAN NEW
TREATMENT
h
SHEETS 3-6 FOR LIMITS
OF CHANNEL WORK,
TYPICAL PILOT CHANNEL SECTION
Nri
?- EXasnNC GROUND
SEE PLAN NEW
FOR rLANKET
TREATMENT
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STATION 0+00
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STALL RoDTWAD, BDLxDEr:g I
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WITH WILLOW BMMS PER TYPICM P6 OT J-HWK WEIR
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225HOOK5WF]R
ROCK GROIN TOP EL' ! -
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C ?a
J-HOOK WER ALL EICST)NG ASIAN BAMBOO e
TOP ELEY, 223,0' AND KUDZU WITHIN CONSTRUCTION
AREA, SHALL BE REMOVED
INSTALL J -HOOK
I ? I TOP ELLV, 223.0 SH A ? COVER EX RIP RAP WRIT ?
L S
I ¢ I 3 TOPSOIL, T WITH JOINT Ott If
RANTING I RANTING SH8 I _
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11 SAE IN FEET
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3801 3805
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DOTTOLI MATERIAL
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--- -ZiZ-i ` ?
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. as
16 ;Z?=hlil ....
,
19ZCZ=wid ? i
tdHw-ss?

s Monuw Mve
oa 4SNN19 3dO1S
?I
ps I PLANT 3' CALIPER TREE -
Ri" ,6 ia' I (TYPE AS SPECIFIED)
^w3
OFF
g it z? bi - PLANTED OF D.C, 3 10'
OFF TOP OP OF &NK
RESHAPE EXtSTPoP OR AS DIRECTED BY
NEAR AERIAL CROSSING. ENGINEER (TYPICAL)
AS DIRECTED BY ENGINEER
WtT,7,YY p'aut -
RAP
?S3,A? 23,iY
or wcF
I ' ING SH. ?LE?'?2v 31 FILL WITH, GRADE AND STABILIZE BANKS
EXISTING CREEK WITH WILLOW
TF`,.a?S\ ST
HBOTTOM MATERIAL
PEMOVE EXISTIN',-X,r
SOCK DAII
n
4
i A
orn
0 N
1
a v
r N :1.1
INSTALL J-HOOK WEIR
TOP E<229,5'
SHA
3

?? 3? n •a REMOVE TREE NA}® ^ w,t - (1 (.1
("""
236 <aF ?+ ?/ ?3r_ ??/, ?? °•L. - D}-
1 W4TA OCK CROSS VANE 1 A1.5+ ' I Q
TOP ELEV.1230.2 SH.B STREE
AVE 1 yt \ 1 yG O
FILL WITH DamG CREEK /'? I ?s n Ate ??
BOTTOM MATERIAL o•r.?a? --= SAVE
REMOVE TREE GRADE AND TREES
,
O -> SH,BSTABILIZE Z
1 BMIKS WITH
WILLOW STAKING
- - CANSTRt)CTION ACCESS
r rt AND STAGING
NOTE:
ALL EXISTING ASIAN BAMB001
mac, s c f AND KUDZU WITHIN CON N
ri ARM SHALL BE REMOVt]D'"
1
g5q?1 1 TINST OPEIEV-H00. WEIR 230
?
1 1
SH.9
4120
INSTALL J-HOOT( WEIR 3 1
COVER EXIST TOP 230,1'
P RAP WITH SH,9 ,?Qg ....
RIP 1 1
TOPSOIL, TREAT 3 1 1 i
WITH JOINT
PLANTING SH,B . ??
3 11 1 1 ..
20 0 20 40 60
GRAPHIC SCALE IN FEET
TOP ELEV. r 2303'
TOP EIEV, : 232.1'
234
3h ? °?1
$LI iyp? ? G6?1
?p lI ,
Z ? F
12+50 13+00 13+50 14+00
4 I
+a 2r7Sa' ? *?,
v dp d? 23te5'
?J(Ci)=231.13'
-- u wtoos?? v .
232
i \ 3 ,
INSTALL ROCK CROSS VANE
TOP ELEV. 232.1' SH 8
7
SS 75 CLAY „Tu FE?JCE /
0, J 1 _ / _,, _ V A\ v ? ? 23.OW,?? ?2p? 1. n
p
fx e rp *UPPED SL0
SH9
INSTAL J-HOOK WEIR _ - _ - - \ -
_ -P
?. SF19
I ?
?/ liYC4 6 f 7? 0? ( his - w ?
TOP ELL. 228,8 r
\\\ ?tiJ ) 1!"' 2 ti7y, •, '33 ??, oQ?ti,(. 11 .^"', y9
WIT \ \
FILL ,'044? -2
i
yes BOTTOL I L.1 AO-1
.'ia'!V 13s '? y i. <. a rre , •QZ
?QII N 1 }?, k' J ? \ \
v ?) I ; `v Try, ??
?.. n ©r. -•' ZV s \ )- wunvr* u
ROSE
+ I
PROPOS CREEK \
--- - -- - -- 232
rB0TT0M PROFILE (TYP) --- - - - J
BOTTOM PROFILE

230
FILL WITH EXISTING CREEK
BOTTOM MATERIAL
14+50
15+00
228
15+50 16+00 16+50 17+00
17+50 18+00

co
V
rn
m co N
N 2
JO UWN
Z N
to
a: v) y?
O
N
0
C
O
n x
0 n'it?Q
30o VI L) r, L,.
V
^W
I
0
a o
=1 z
0 0
z
0
a
0
[ ti
0
31 N n0¢
1
m
F' Z
0
LL VI
0 U N
m
0
m
5
4120 / 11 I --- I 1 4204 ?
I 4124 I 4200
?, SH 9
RIM=239. '9' RE OVE AND RESET/REPLACE 1K
N- 97 I LF OF E%ISTNG PRNACY _
e-Imv??+ESA=23a-15 z T FT OFF TOP OF BANK 6' H x99 LF LONG
W DEEP
GABION' WALL, _
FILL WITH E76STINC I rra=,si v<'
MOVE SHED AS i w
CREEK rv=2.'4 i / FOR CONSTRUCTKWANO
MATERIAL i'--RESTORE IN ORIGINAL
I posmoN UPON COMPLETION
INSTALL ROCK CROSS VANE VI-CPOLIND POCL 24- _ ---
TOP ELEV. 232.8'e
SH,6 II ?6 ?- x u'
. .. MQ y ? I a
I ? a
C) 11414 Y-?
?_ _ pp36 n ?Waal
p E
.?\ 0
co Z 'a ire b» -z'ax --,aiA-r
d . ?? _ w?2 EL'.
F-0 ll.J14?v _ _.=
UJp -- - - ? x ..L?c 1
.+?arµ'smw._Cs,•.?-"< - L a '? ? F _ 1, oot vy-
zo -_ _- - -- _ -x
J u' /? Y Cr x' - ?
Lo 'DOL
l? 235
ui 0,
?? 677Y ?76'p^' III Sa
W l II \ 9? .,try PLANT WITH \ 1` )
A
?' e? I I'I IL vv SHRUBS 3' 0.
,I
C. ,2 I?III I?lil `x'11 --- {? LL WTTHE)cSTINGCREEK
REMOVE LOG_ --?IIII II III 1? 1 ?N v ECTT04 MATERIAL j _
?Ip ?)I?III v OVA 1 PLANT 3` CALIPER
WRAPPED EARTH SLOPE SH.9 REMOVE TREE /(TYPE AS SPECIFIED)
PLATTED 25' O,C. & 10' jl
;I
pq ? I' a Iu " OFF Tor OF BANK,
?I?I ?? 1N III ?v OR AS DIRECTED BY INSTALL ROC( CROSS VANE;
1!;iI I?II(II ENGINEER (TYPICAL) TOP ELEV. 233,4' SH.6
II 1 l ? 7
IIIII?I?IIII - '
.1 INI
4209 ?;'? 114 4II
j
j
VIII I?
4213 430
I
IIII IIUr NOTE:
III I ?li? ALL EXS LNG ASIAN BAMBOO I
II AND KUDZU WTMIN CONSTRUCTION 4301
AREA. SHALL BE RfJAOvFD
IIII '
?I?IaI?I?u,l
236
234
23,
2
4208 I 4742
I
55-,AHM10
z PlY=242 E0'
7 15" W-235.10'
8' IHV(EAST)=T6 70'
v 15 CLAY _
A s>
COVER D0511NG RIP RAP
s N4H TOPSOIL. TREAT WITH
J001T PING 4
P rPE 3
EV '16
----- -------
_-_
BIG ---.- I
BRANCH
FND_2RGJEa
N--7 41
SAC,
p I
Pnd 437
F nn .zt?
i J 7. 3'(EA51) I .
is 4; (or Pru)
l
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34
- ----- 1
- - - - ?
----- ?
i Pia -
-- -
232
- -- -

-

i
--

- '

FILL .
BOTTO

BOTTOM PROFI
6 EXISTING GR
M MATERIAL BO?u
P
(iF4ALWEG)
(nr
EEK
i ROFILE

-- t
FILL
BO1T
EpSTING C
M MATERAI.
--
REEK

-
--
-P
n -
ro -- -
V
{
„ - - - 230
? N . N I N n
N !
T
I ^ n
N N N N N N ?
30
'
18+00 --- 18+50 19+00
19+50 Luruu coral •'--
21+38.50

20 0 20 40 60
GRAPHIC SCALE IN FEET
In
1 IN
ig5g
co
U M
n cy)
m Go N
N N
03
?CI ZEN
N
0- m w h p
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ui
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Z p
M?At
3 v/
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0 co) 0
H
rA
V
Q_
m
6
NVERSE DRIVE
4000
50' RIPARIAN BUFFER I I 1
?H
I CCJ FEiE //? FBI it (,oNEZ ? w= .f.
I / I Jli E41
wp4 FIFE iii
Eri'c-F.tE-? tb?7'n1 MIO tS'!1 N7y
°?°ar sale ?4F? ov
?k\ 4 ' ro&t?zz
IdUN hl 'o
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35 \ -_.
i
s' ? u.er ?ti V
ELEvz8,)? ND z.e 1 ?
EM14iq= LAND r of AlEA
(c- uNAMOna( ,FEES.
? ? . >.. ?uratsl ? '
/ - CITY DF RALEAAH PR01'ERmw I I N --- ? ? rll
??l
LI)
oOC Lr)
le"00
1
00
CONSTRUCTION ACCESS POINT
AND STAGING AREA :T:?:
4A RY GAINED UIRE8I0NE OVER TYPE 2 FAB=
1
m
I1 7
m N U7 oo 04
50' RIPARIAN BUFFER d 0
/ryxr/ -1 -o Z N N
SS 1 ? v.- iD N
??p? ??? J \ \ IJM Sa bl I.a aKO Ory0
l J - N
r/i .f r ?? ,NO ? Cti. 1 2 o n? o a
V?.Tr® ,r \ \ , tj' ry I. \ ?..-I--232 RY).b \ \ rRl
?` _; Fv a 1.
e v =i z
i
G??S'1p 1e w? .25.9 7 \ r w rn O
Q
I ?I
3901 3905 3909 3913
50' RIPARIAN BUFFER
F---__
E (Eti_? _ prsus' C1
?
N

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?aoo.a ti
4?
!
tp,
Z
N
e
?
? F

r O
3917 0 Co
?
50' RIPARIAN BUFFER }
L V
I
3921 I co
3,925
v
m

20 0 20 4p 50 SHEET NO.
CONTRACTOR SHALL PR TECT ALL EXISTING TREES ON CITY LOTS

GRAPHIC SCALE IN (FEET 1
DESIGNATED FOR ACCESS AND CONSTRUCTION STAGING. STONE
QUANTITY IS MAXIMUM ALLOWED UNLESS OTHERWISE APPROVED.
CONTRACTOR SHALL RESTORE DISTURBED AREAS BY REMOVAL OF

?I_

A
--- AND CE SEED/MULCH, PER NCDOT r
UAIL HOLLOW R0
6 ?
Gm
4032
4028
?-CONSTRUCTION ACCESS POINT
AND STAGING AREA
im EY CNMIM LtUESTONS OYEN TYPE 2 Cf FABIW
3

I 1 l ?? ?'ll ? 3
4100 4104
41600 11043
i
i , co
,_i?Hga 50' RIPARIAN BUFFER NI171'43t
? a M
e1e=,3a.5T III 41
ud? ^65i' ?p'? b.95'
? I I v t;
N? ® ® ?r V 6f "1 1
1 f FU +r ia-G?-- iF w 0 C14 (7)
15 a Pr MJ ` ECM SD' RIPARIAN BUFFER CL OD N
a U 7 IR
05 _ 11 __ ie" uocr J p 00 M
l? 1.9MT a ?! V
pp Mfrtgt?-?,u 25 K1°6- xfri3hPE W o °;
?o' 1 o
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+
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400
CONVERSE D
RAVE
"X'
=i z
1'? ? j? V Q
W
® Z
Z ? 0
It uoup Rw ?'S.,y_ ,?_ ,yw
Q Z
8" CLPI' L
L 06.0
_i f LL co V
v?NCSEi ??2J744' L y
a
50' RIPARIAN BUFFER m
Q
m
4105
p gp 9 69 SHEET NO.
- - C NTRACTOR SHAlI, TECT All E STING TREES ON Cltt LO S
9 GRAPHIC OGLE IN D IGNATED FOR ACC S AND CON TRUCTION STACI
FEE? " qn ICTOR ISHAILL R cTORE DISTURBED AREAS BY REMOVAL OF R
41V 1 S E/FABRIC AND 0 E SEED/MULCH, PER NCDOT 7 I -B
' IFICATIONS.
CONVERSE DIVE

I
4208
/ f
,,,1r '
1 r
rF

4109
50' RIPARIAN BUFFER
4201
4120 4120
2? A
!V A?cli-
?d? '? Wwl l?llk FEIi.E ?'
yU\._
?•67'?_'- K Y26'C--?--- -40?I ST
4124
I
6

??1e ra. Firr,E L? ,' 13"3?,."?? ?.i C,(?,dw• / M I:, ,,?? I?
NP6'6
e 67 Yl 7
MtC-06.61 ,A? T?I?I? ?
F11 AkN14-? III
I I
1 I 4209
CONSTRUCTION ACCES
POINT AND STAGING AR
IM SY CRUSHED UMEUME OVER
I
TYPE 2 OEOTEXTRE FABRIC
EE?;EoriEi.

/ 4213
0
4204
>5' ;
21

0

0
50' RIPARIAN BUFFER:
4301
i q n,v ao II a a
? {dN ne 33
F .r. ai
N
B1G o
C)
` > I
a
N 0,
_ D] co N
N ifl
?I y '< a O U W N
Z N
- ? CHI 1- O .- ID U1
e w « cj 0
A -- o?n
0 K)
N 0 r, 0
3m(nur.w
J1 gll [7
?I g W
V
W
a
F43 0
o O
O
N LU
m
Z
Z H F
0 ca Q
I ZU
O
0
U
V
20 0 10 40 i NOTE Q
0 CONTRACTOR SHALL PROTECT ALL EXISTING TREES ON CITY LOTS
GRAPHIC SCALE IN FEET DESIGNATED FOR ACCESS AND CONSTRUCTION STAGING, STONE to
QUANTITY IS MAXIMUM ALLOWED UNLESS OTHERWISE APPROVED.
QUAIL HOLLOW ROAD CONTRACTOR SHALL RESTORE DISTURBED AREAS BY REMOVAL OF
STONE/FABRIC AND PLACE SEED/MULCH, PER NCDOT
SPECIFICATIONS.
f_.
,
IN r 1
/ V J1. ,.1 rt1
SHEET NO.
7-C
I 50' RIPARIAN BUFFER
nl r
LfIY�Li' II j 4.1` I...
MAINTAIN EXISTING
DRAINAGE
EXISTING CHANNEL BANK
1q. IE
4 1.06COMPACTED FILL
mm,
INSTALL TYPE 'A' VARIES
TYPE 4 COIR FABRIC RIPRAP TOE -STONE
WITH LIVE STAKING 3' THICK (MIN)
�Ar R LEVEL .� EL
r
36'
TYPE 1
GEOTE XttE FABRIC
EMBED I.
MIN.
GRADE AND STABILIZE
BANKS WITH WILLOW STAKING
1
Ili
- 1 INSTALL WRAPPED
(SEE BLOW P IN
c'
FOOTER ROCK
,INSTAL TI
ANGLE
i J
o TYPE B STONE, FOOTER
i ROCK
1 STREAM
\
� I
\ RDI E TPS
OVERLAP
1Y ul
PLAN VIEW
TYPE 'B' STONE
16' THICK OVER TYPE 2
LIMITS OF EXCAVATION ' OT
CEEXPLE FABRIC
OR FILL BEFORE WRAPPED
EARTH IS INSTALLATION if
I.
COMPACTED FILL- BASE ROW
M;y WATER LEVEL
CYC C..
TRUNK DIAMETER IS T_0
BE A MINIMUM OF 18 20 _I
/- E-
ar PENT TRUNK END
OF TREE AND
INSTALL BT R' EMBEDMENT -
PUSHING INTO EMBANKMENT
SECTION VIEW 12' TYPE 'A' STONE - WRAPPED IN TWE 2 GEOTEXTEE FABRIC
r ROOTWAD, BOULDERS` WILLOW
=; BRANCH PACKING,a
N. T. S. 2
EXISTING RIP RAP
PLACE ESTABLIS14ED PUNT 940"
TOPSOIL FOR INFORMATION ONLY
.o
� Ty
EXISTING
/ GROUND
39, LINE STAKE. PIECE IN -J
ATRM.N000IR PATTERN,
2' TO 3' APART
COVER EXISTING RIP RAP WITH TOPSOIL
o TREAT WITH .JOINT PLANT1Nf[a n
EXISTING
OF BANK
INSTALL (SPLIT ON DIAGONAL) 2' X 4' %
DEAD STOUT STAKES PER SPECIFICATIONS
I1
WW.VEN COR
FIBER MAT
COIR FABRIC — TOP OF SLOPE TIE IN sH.s
N. T. S. 4
EXISTING
CREEK BANK
BACKFILL TRENCH
(TYPICAL)12-11'
E)OSTNG.
1
INSTALL (SPLIT ON DIAGONAL) 1" % {' % JO' 6.�
DEAD STOUT STAKES PER SPECIFICATIONS f!(Iy��II WOVEN CPR
(I FIBER MAT
COIR FABRIC — TOE OF SLOPE TIE IN �, a
N. T. S. S
30' LIVE CUTTING (DORMANT)
COIR FIBER MAT /
SEEDING sE+EDIUE —
EST
PLANT SHOWN
FOR -FORMATION
ONLY
/ INSTALL SPLIT 2- % 4' X 30'
/ DEAD STOUT STAKES PER SPECIFICATIONS
EXISTING"^-
OROUND y'
'r
NOTE:
IF USING WOVEN CER
FABRIC, INSTALL LONC
STRAW MULCH
BENEATH MAT,
LIVE STAKE DETAIL 9+.s
N. T. S.6
C)c)
4X
WDTH
VARIES
DEPENDING
yyl
ON THAi­WEG
ROCK CROSS VANE
CROSS SECTION VIEW N.T.S.
1/3 BANKEXL
WIDTH
THALWEG
(ARIES) N�
VARIES) \ I
WDTH
VARIES
DEPENDING
yyl
ON THAi­WEG
LOCATION I
ELEVATION AND STATION
I
A
LOCATION PONT AS SHOWN
ON PROFILE.LOCATIONS MAY
BE ADJUSTED BY ENGINEER
AT TIME OF INSTALLATION
15-3E
STARTING
PANT
DOWNSTREAM DISTANCE
fLUw VARIES. SEE PLAN VIEW
FOR STARTING AND
E111 LOCATIONS,
VANE ROCK EnpING
POINT
FOOTER ROCK
A
WBF - BANKFULL WIDTH
ROCK CROSS VANE s+.a
PLAN VIEW—TYPICAL N.T.S. 7
36' TYPE 'A" VANE ROCK
J6' TWE 'A'
FOOTER ROCK
BANNFULL ELEVATION
_,.p PROPOSED CRADE
�", f vROP
ROW
CHANNEL INVERT
�� I I Ili - _
ROCK CROSS VANE
SECTION A-Ap N.T.S.
Q \1Qtr1Y:� 2i
r—
}} rl:p art`.
I
MAINTAIN EXISTING - -
DRAINAGE _ --
- � SHRUBS
i � v
E)OSTNG CHANNEL BANK
12d
sH.s 2-
4 3y,�4
COMPACTED FILL
VARIES
TWE 4 CPR FABI
WITH LIVE STAKING 1.5 (mmJ
� I
INSTALL TYPE 'A'
TOE -STONE
3 - THICK
S• THICK (MIN)
2
GEOTEXiXIE FABRIC
EMBED I.
MIN.
SLOPE BANKS, INSTALL COIR FABRIC,
LL WILLOW STAK/NC's SHRUB PLANTING s„•a
a
GO
a V)
rn
o M
> I
3
CX N OX
CO 00 N
CL
YN -
J O U a W
J O Z CO
Lo
(N
�
W � N
a a C o^
w XX
0 r, 7 L 0 Q
3 W N U r, <L
ri.-]
O
3
U
W
LV
CL
0 o a
0
m FZ
0 Q
f co O
O 2 co
a W
un
v)
�.. U W
W
/0
W
n
u

BRANCH PACKING SHALL CONSIST OF APPROVED
SPECIES LISTED IN TECHNICAL SPECIFICATIONS
AND SHALL BE INSTALLED BETWEEN LIFTS AS SHOWN
AT A LONGITUDINAL SPACING OF 2.5 INCHES ON CENTER,
CUTTINGS SHALL BE AT LEAST 48' LONG AND HAVE
A DIAMETER BETWEEN 1/4' AND 1/2', LEAVES
AND SIDE BRANCHES SHALL REMAIN INTACT.
TYPICALLY, MATTING MAY
BE PLACED AROUND BASE
w
(I J OF FILL SM TREE.
Vv- \ ✓ NO FILL AROUND
BE �y
`J PLACED AROUND TREE �1
MAINTAIN EXISTING Ir+2' _ INSTALL WRAPPED EARTH WITH WOVEN
DRAINAGE y ' 2 COIR FABRIC TYPE 4, BRANCH PACKING AND
SEED BANK FACE (TTP)
SH.B
4 -11,0
LIMITS OF EXCAVATI
OR FILL BEFORE WRAPPED
EARTH INSTALLATION
h0
BENCHED AND COMPACTED INSTALL TYPE 'A'
FILL, 857E ASTM D698 RIPRM TOE -STONE
3' THICK (MIN) TSE 2
36' (FOTEXTILE FABRIC
' WRAPPED EARTH SLOPE SH.9
N.S. I
N.T.S.
AT RAGGING -
WOOD STAKE -
RED 3/8'0 HOLE
b J�� ZO
sz
11i I
P
P, GREEN,
T RAGGING -
WOOD STAKE -
RED 3/810 HOLE
NISH GRA
DEPTH
Y SOIL
COMPACTED FILL
IN 12' LIFTS
16'
N COIR
TYPE 4
SPACING VARIES
NOTES 'V TRENCH AROUND
1. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION SYSTEM IS PRESENT. ENTIRE PLANTING BED
WHERE CONCRETE EOGINC 4' _
2, INSTALL TOP OF PLANT BALL 2' ABOVE FINISH GRADE. IS NOT INSTALLED
3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND EACH PLANT BALL
4, SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. FINISH GRADE__ '
5. WHEN CONTAINER GROWN PLANT MATERIAL IS USED N LIEU OF BALLED 4• i' �I I �J
AND BURLAP MATERIAL, REMOVE THE CONTAINER COMPLETELY, PLANTING RT
S. WHEN CONTAINERS ARE REMOVED FROM PLANTS, CORRECT / LOOSEN III, -i I I I I II I �I I I I I I II
MATTED OR ENCIRCLING ROOTS.
RVE
'TYPICAL COLLAR,
MINIMUM 2' HT.
TYPICAL
MULCH
BACKFILL PLANTING SOIL
MIXTURE AS SPECIFIED
FIRMLY TAMP SOIL NIX UNDER EACH ---J
PLANT BALL TO MINIMIZE SETTLEMENT
NOTES
1. MIN. 1/2' MOTH NYLON STRAPPING MAY BE SUBSTITUTED FOR SISAL ROPE
AND RUBBER HOSE.
2. REMOVE ALL TREATED OR PLASTIC COATED BURLAP, ARE, STRAPPING OR
NYLON TMNE FROM PLANT BALL
3. INSTALL TOP OF PLANT BALL MIN. 2- / MAX 3' ABOVE FINISH GRADE,
4. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
S. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE
WRAP SECURE NEM PAPER. TOP AND BOTTOM WITH HEMP STRING ONLY.
6, LENGTH OF RUBBER FOSE TO BE 2/1 CIRCUMFERENCE OF TREE.
7. SEE SPECIFICATIONS FOR OTHER RANTING REQUIREMENTS,
8. DO NOT INSTALL DURING PERIODS OF WET OR FROZEN SCIL CONDITIONS,
9. SET TREE VERTICAL IN ALL DIRECTIONS (PRIOR TO STAKING).
1O IF TREE IS GUYED, EVENLY SPACE GUYS. INSTALL STRAPS TO ALLOW
PLANT MOVEMENT. STAKING, AS A SUBSTITUTE FOR GUYING, SHALL
BE DONE ONLY AFTER TOWN APPROVAL.
11. TEMPORARY SAUCER SHALL BE OUTSIDE OF BACKFILL,
LMIX UNDER EACH ---J
AINIMIZE SETTLEMENT
TYPICAL TREE AND SHRUB PLANTING DETAILSsH.9
N.T.S. 2
ROCKS IN THE J TURN
SHOULD BE GAPPED 1/4
TO 1/2 WIDTH OF THE
NEXT ROCK
FOOTER
ROCK
SCOUR HOLE
FORMS AFTER —
CONSTRUCTION
PROVIDE MINIMAL PRUNING, ONLY
TO CORRECT DAMAGED BRANCHES,
DO NOT CUT LEADERS,
NATURAL ROOT COLLAR
3' - 5' ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF BURLAP, NO SYNTHETIC MATERIAL
CUT AND REMOVE UPPER 1/2 OF
MILE BASKET (FROM ROOT BALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WO0D MULCT
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SOL MIXTURE
AS SPECIFIED
PLANTING PIT
to.
EXISTING STREAM BOTTO
STREAM FLOW
30" to 36"
DIAMETER TYPE
A' BOULDERS
ROCKS IN THE VANE ARM BASE FV IES
LOW
SHOULD NOT BE GAPPED WA'(E1T — — — —_
OR HAVE SPACES
�_N/M, — —
_ LOCATION OF 18M
STATION CALLOUT '
N PROFILE VIEW, LOCATION INSTALL FOOTER
BE ADJUSTED BY ENGINEER
MAY
AT TIME OF INSTALLATION R00KS
SCOUR HOLE SECTION A—A
FORMS AFTER
CONSTRUCTION
FOR SEVERAL J -HOOKS IN A
SERIES, THE TOP OF THE NEXT
J -HOOK SHOULD BE PLACED 90'
OFF THE BASE OF THE UPSTREAM
STRUCTURE. NUMBER OF
J-HOCI(S IN SERIES MAY BE
FROM I - 5
\SILT ELEVATION OF WALL
To MATCH TOP OF BANK
ELEVATION.
LOCATION OF ELEVATION CALLOUT .'
IN PROFILE VIEW
J
\ EXISTING
GROUND
.� FOOTER
ROCK
SECTION B—B
J—HOOT{ WEIR DETAIL SH 9
N.T.S. 3
SECTION A -A
N.T.S,
TON —
3' GABION
CEOTEXTILE FABRIC
LIMESTONE
WOOD FENCE � q
L. '-'Q0� LIVE,: _
i X33.8
�. 15" SYCAMppE /
QABION DETAIL 9
1" - 10' 4
FACE VIEW
N.T.S,
NO.
0
6' MIN,
FIRMLY TAMP SOL MX UNDER EACH -
PLANT BALL TO MINIMIZE SETTLEMENT
PROVIDE MINIMAL PRUNING, ONLY
TOOT DAMAGED BRANCHES
DO NOT CUT LEADERS.
STRAP LOOP WITH KNOT
N
NATURAL ROOT COLLAR
- S' ABOVE FINISH (RADE
CUT AND REMOVE UPPER 1/3
OF BURLAP. NO SYNTHETIC MATERIAL.
CUT AND REMOVE UPPER 1/2 OF
MRS BASKET (FROM ROOT BALL
AND PIT).
2
PROVIDE 6' RADIUS UNMULCHED AREA
-
111="
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WOOD MULCH
4' RICH WATER BERM FINISH GRACE
5' Mh.
COMPACT FILL TO BE BENCHEDN DEPTH
BACKFILL PLANTING SOIL MIXTURE SCARIFY SOIL I! -
IV, y}I Eb
AS SPECIFIED (TYP.J -I
I�1
fil,ACF'
12_Mir
PLANTING PIT
12
'TYPICAL COLLAR,
MINIMUM 2' HT.
TYPICAL
MULCH
BACKFILL PLANTING SOIL
MIXTURE AS SPECIFIED
FIRMLY TAMP SOIL NIX UNDER EACH ---J
PLANT BALL TO MINIMIZE SETTLEMENT
NOTES
1. MIN. 1/2' MOTH NYLON STRAPPING MAY BE SUBSTITUTED FOR SISAL ROPE
AND RUBBER HOSE.
2. REMOVE ALL TREATED OR PLASTIC COATED BURLAP, ARE, STRAPPING OR
NYLON TMNE FROM PLANT BALL
3. INSTALL TOP OF PLANT BALL MIN. 2- / MAX 3' ABOVE FINISH GRADE,
4. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
S. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE
WRAP SECURE NEM PAPER. TOP AND BOTTOM WITH HEMP STRING ONLY.
6, LENGTH OF RUBBER FOSE TO BE 2/1 CIRCUMFERENCE OF TREE.
7. SEE SPECIFICATIONS FOR OTHER RANTING REQUIREMENTS,
8. DO NOT INSTALL DURING PERIODS OF WET OR FROZEN SCIL CONDITIONS,
9. SET TREE VERTICAL IN ALL DIRECTIONS (PRIOR TO STAKING).
1O IF TREE IS GUYED, EVENLY SPACE GUYS. INSTALL STRAPS TO ALLOW
PLANT MOVEMENT. STAKING, AS A SUBSTITUTE FOR GUYING, SHALL
BE DONE ONLY AFTER TOWN APPROVAL.
11. TEMPORARY SAUCER SHALL BE OUTSIDE OF BACKFILL,
LMIX UNDER EACH ---J
AINIMIZE SETTLEMENT
TYPICAL TREE AND SHRUB PLANTING DETAILSsH.9
N.T.S. 2
ROCKS IN THE J TURN
SHOULD BE GAPPED 1/4
TO 1/2 WIDTH OF THE
NEXT ROCK
FOOTER
ROCK
SCOUR HOLE
FORMS AFTER —
CONSTRUCTION
PROVIDE MINIMAL PRUNING, ONLY
TO CORRECT DAMAGED BRANCHES,
DO NOT CUT LEADERS,
NATURAL ROOT COLLAR
3' - 5' ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF BURLAP, NO SYNTHETIC MATERIAL
CUT AND REMOVE UPPER 1/2 OF
MILE BASKET (FROM ROOT BALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WO0D MULCT
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SOL MIXTURE
AS SPECIFIED
PLANTING PIT
to.
EXISTING STREAM BOTTO
STREAM FLOW
30" to 36"
DIAMETER TYPE
A' BOULDERS
ROCKS IN THE VANE ARM BASE FV IES
LOW
SHOULD NOT BE GAPPED WA'(E1T — — — —_
OR HAVE SPACES
�_N/M, — —
_ LOCATION OF 18M
STATION CALLOUT '
N PROFILE VIEW, LOCATION INSTALL FOOTER
BE ADJUSTED BY ENGINEER
MAY
AT TIME OF INSTALLATION R00KS
SCOUR HOLE SECTION A—A
FORMS AFTER
CONSTRUCTION
FOR SEVERAL J -HOOKS IN A
SERIES, THE TOP OF THE NEXT
J -HOOK SHOULD BE PLACED 90'
OFF THE BASE OF THE UPSTREAM
STRUCTURE. NUMBER OF
J-HOCI(S IN SERIES MAY BE
FROM I - 5
\SILT ELEVATION OF WALL
To MATCH TOP OF BANK
ELEVATION.
LOCATION OF ELEVATION CALLOUT .'
IN PROFILE VIEW
J
\ EXISTING
GROUND
.� FOOTER
ROCK
SECTION B—B
J—HOOT{ WEIR DETAIL SH 9
N.T.S. 3
SECTION A -A
N.T.S,
TON —
3' GABION
CEOTEXTILE FABRIC
LIMESTONE
WOOD FENCE � q
L. '-'Q0� LIVE,: _
i X33.8
�. 15" SYCAMppE /
QABION DETAIL 9
1" - 10' 4
FACE VIEW
N.T.S,
NO.
0
PROVIDE MINIMAL PRUNING, ONLY
TO CORRECT LEADERS BRANCHES.
DO NOT CUT DEADER$,
STRAPLOOP MM KNOT
TREE WRAPPING (F SPECIFIED)
NATURAL ROOT COLLAR
1' - 5' ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF BURLAP, NO SYNTHETIC MATERIAL
CUT AN'PC REuOVE UPPER 1/2 OF
WIRE BASKET (FRCM ROOT BALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
LAYER OF SHREDDED PINE WOOD MULCH
/—4'
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SPL MIXTURE
-
111="
AS SPECIFIED
PLANTING FIT
'TYPICAL COLLAR,
MINIMUM 2' HT.
TYPICAL
MULCH
BACKFILL PLANTING SOIL
MIXTURE AS SPECIFIED
FIRMLY TAMP SOIL NIX UNDER EACH ---J
PLANT BALL TO MINIMIZE SETTLEMENT
NOTES
1. MIN. 1/2' MOTH NYLON STRAPPING MAY BE SUBSTITUTED FOR SISAL ROPE
AND RUBBER HOSE.
2. REMOVE ALL TREATED OR PLASTIC COATED BURLAP, ARE, STRAPPING OR
NYLON TMNE FROM PLANT BALL
3. INSTALL TOP OF PLANT BALL MIN. 2- / MAX 3' ABOVE FINISH GRADE,
4. SOAK PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
S. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH BURLAP OR TREE
WRAP SECURE NEM PAPER. TOP AND BOTTOM WITH HEMP STRING ONLY.
6, LENGTH OF RUBBER FOSE TO BE 2/1 CIRCUMFERENCE OF TREE.
7. SEE SPECIFICATIONS FOR OTHER RANTING REQUIREMENTS,
8. DO NOT INSTALL DURING PERIODS OF WET OR FROZEN SCIL CONDITIONS,
9. SET TREE VERTICAL IN ALL DIRECTIONS (PRIOR TO STAKING).
1O IF TREE IS GUYED, EVENLY SPACE GUYS. INSTALL STRAPS TO ALLOW
PLANT MOVEMENT. STAKING, AS A SUBSTITUTE FOR GUYING, SHALL
BE DONE ONLY AFTER TOWN APPROVAL.
11. TEMPORARY SAUCER SHALL BE OUTSIDE OF BACKFILL,
LMIX UNDER EACH ---J
AINIMIZE SETTLEMENT
TYPICAL TREE AND SHRUB PLANTING DETAILSsH.9
N.T.S. 2
ROCKS IN THE J TURN
SHOULD BE GAPPED 1/4
TO 1/2 WIDTH OF THE
NEXT ROCK
FOOTER
ROCK
SCOUR HOLE
FORMS AFTER —
CONSTRUCTION
PROVIDE MINIMAL PRUNING, ONLY
TO CORRECT DAMAGED BRANCHES,
DO NOT CUT LEADERS,
NATURAL ROOT COLLAR
3' - 5' ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF BURLAP, NO SYNTHETIC MATERIAL
CUT AND REMOVE UPPER 1/2 OF
MILE BASKET (FROM ROOT BALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WO0D MULCT
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SOL MIXTURE
AS SPECIFIED
PLANTING PIT
to.
EXISTING STREAM BOTTO
STREAM FLOW
30" to 36"
DIAMETER TYPE
A' BOULDERS
ROCKS IN THE VANE ARM BASE FV IES
LOW
SHOULD NOT BE GAPPED WA'(E1T — — — —_
OR HAVE SPACES
�_N/M, — —
_ LOCATION OF 18M
STATION CALLOUT '
N PROFILE VIEW, LOCATION INSTALL FOOTER
BE ADJUSTED BY ENGINEER
MAY
AT TIME OF INSTALLATION R00KS
SCOUR HOLE SECTION A—A
FORMS AFTER
CONSTRUCTION
FOR SEVERAL J -HOOKS IN A
SERIES, THE TOP OF THE NEXT
J -HOOK SHOULD BE PLACED 90'
OFF THE BASE OF THE UPSTREAM
STRUCTURE. NUMBER OF
J-HOCI(S IN SERIES MAY BE
FROM I - 5
\SILT ELEVATION OF WALL
To MATCH TOP OF BANK
ELEVATION.
LOCATION OF ELEVATION CALLOUT .'
IN PROFILE VIEW
J
\ EXISTING
GROUND
.� FOOTER
ROCK
SECTION B—B
J—HOOT{ WEIR DETAIL SH 9
N.T.S. 3
SECTION A -A
N.T.S,
TON —
3' GABION
CEOTEXTILE FABRIC
LIMESTONE
WOOD FENCE � q
L. '-'Q0� LIVE,: _
i X33.8
�. 15" SYCAMppE /
QABION DETAIL 9
1" - 10' 4
FACE VIEW
N.T.S,
NO.
0

Office Use Only: 2 () Form Version March 05
USACE Action ID No. DWQ No, 05173 5
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
f
Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
❑ Section 10 Permit ❑ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ❑ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ❑
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ❑
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ❑
II. Applicant Information
Owner/Applicant Information
SEP 1 `, ?005
Name: City of Raleigh
Mailing Address: Department of Public Works
Post Office Box 590
Raleieh NC 27602 - 0590
Attention: Mr. Carl R. Dawson Jr. P.E.
Telephone Number: (919) 890 - 3030 Fax Number: (919) 890 - 3832
E-mail Address:_ carl.dawsonnci.raleiph.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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Page 5 of 13
Fax Number:

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: Big Branch Stream Stabilization Project
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): See Attached
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): From 1-440 head north on
Wake Forest Rd.; turn left on Hardimont Rd.; turn right on Quail Hollow Dr • turn left on
Compton Drive. Project is between Compton Dr. and Hardimont Rd west of Quail Hollow
Dr.
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): 759354 ON 2110752 °W
6. Property size (acres): 3.13
7. Name of nearest receiving body of water: Big Branch a tributary of Crabtree 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 http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The stream is located in an existing residential area
consisting of quarter acre and half acre single family homes. The watershed is completely
developed and due to the development the stream is de -grading and the channel is incising
Page 6 of 13

due to increased stormwater run off. The stream is located in a FEMA mapped flood prone
area. The majority of soils within the project sub -basin consist mainly of soils in the
hydrologic group B and hydrologic group D to a much lesser extent.
10. Describe the overall project in detail, including the type of equipment to be used: Channel
restoration/stabilization will be conducted between the culvert crossing Hardimont Rd.
and the culvert crossing Compton Rd., approximately 2140 LF. Due to utility conflicts and
lack of area between existing homes and the stream it was determined that structural channel
stabilization will be necessary. Both left and right banks of the channel will be stabilized
utilizing the following efforts: willow staking, root wad, willow branch packing, plantings,
rip -rap, gabions and coir fiber rolls for toe stabilization. Channel banks will be sloped at
1.5H:1 V due to area limitations as homes encroach so closely to the channel. Since the
channel meandersrg eatly in this section, causing excessive bank undercut and debris build-
up, it will be realigned horizontally and vertically. Horizontal realignment will cause an
increase in the energy grade line. To combat the increase, cross vanes and J -hook weirs will
be constructed of 30"-36" boulders along the channel stream bed. Furthermore, the stream
bed will be `smoothed' by taking existing creek bottom material from high spots and placing
this material in low spots, pools and undercut areas. Equipment expected to be used by the
contractor include; track hoe, back hoe, loader and tandem (dump) trucks. The contractor will
stabilize the channel in sections not to be longer than 250 LF at a time. Once the section has
been completed, seeded mulched and stabilized the contractor will be allowed to continue to
the next 250 LF of channel in order to reduce negative impacts on the stream due to
construction.
11. Explain the purpose of the proposed work: Correct existing erosion and debris build-up
problems by stabilizing the existing stream banks utilizing soil bio -engineering techniques.
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. An Environmental Assessment was prepared for this project
through NC DWQ and reviewed through the State Clearing House. A FONSI was issued by the
NC Environmental Policy Act Coordinator in March 2000. (Copy Attached). Minor revisions to
the proposed location of stream stabilization structures indicated in the original EA are currently
under review by DWQ.
Page 7 of 13

V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should. be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: Approximately 4280 LF of
stream bank will be impacted as well as approximately 735 LF of stream bed The impacts
include placing the aforementioned structural stabilization measures excavation compaction
and sloping of banks and horizontal and vertical stream bed realignment Several mature
trees will be removed from the channel area and replaced with new plantings. No wetland
impacts are anticipated.
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 stnictnre and flnndinu
Wetland Impact
Site Number
(indicate on map)
Type of Impact
Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
loo -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
Page 8 of 13

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 4; 5F0
Stream Impact
Number
(indicate on ma )
Stream Name
Type of Impact
Perennial or
Intermittent?
Average
Stream Width
Before Impact
Impact
Length
(linear feet)
Area of
Impactact
(acres)
Entire Project
Big Branch
Stabilization
Perennial
30
2140
3.13
Total Open Water Impact (acres)
Total Stream Impact (by length and acreage)
2140
3.13
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, dredg-inv, flooding, drainage. bulkheads_ etc_
Open Water Impact
Site Number
(indicate on map)ocean,
Name of Waterbody
(if applicable)
Type of Impact
Type of Waterbody
(lake, pond, estuary, sound, bay,
etc.)
Area of
Impact
acres
N/A
Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from theproject:
Stream Impact (acres): 3.13
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 3.13
Total Stream Impact (linear feet): 2140
7. Isolated Waters
Do any isolated waters exist on the property? ❑ Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
Page 9 of 13

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.
The scope of the project is to address erosion problems along the existing stream Since the
watershed has been fully developed and due to the close proximity of existing homes there are no
practical alternatives. Therefore, operations such as bank excavation/sloping and channel
realignment could not be alleviated. Soil bio -engineering methods will be utilized to
minimize impacts caused by more intrusive methods of structural stream stabilization such as;
piping the channel or the use of concrete retaining walls Furthermore the contractor will be
limited to 250 LF of channel disturbance. The contractor will not be able to start the next 250 LF
section of channel until the preceding section is stabilized and inspected thereby, limiting the
active disturbance of the channel to 250 LF at any one time North Carolina Department of
Environment and Natural Resources (NCDENR) policies for sediment controls will be enforced
during construction.
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
Page 10 of 13

and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.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
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrl2/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)?
Page 11 of 13

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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B.0259 (Tar -Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ❑
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* ImpactI Multiplier I Required
(square feet) Mitigation
1 162227 3 (2 for Catawba) N/A
2 1 1.5
Total
* Zone I 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,
I 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. Buffer Mitigation will not be required for
this project. The application of Bio -Engineering_ for bank stabilization will enhance the
riparian buffer for this project.
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
Page 12 of 13

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
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.ne.us/ncwetlands. If no, please provide a short narrative description: Project
will stabilize the existing stream banks to eliminate erosion occurring at specific locations This
project will not result in additional development
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw -down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13

Property Indentification Number (Tax PIN) --Sect. III Item 3 page 6
ADDRESS
OWNER
PIN
3900 CONVERSE DR.
BENNETT, JOHN W
1715096476
3908 CONVERSE DR.
ALBOUYEH, C EMIL
1715096544
4000 CONVERSE DR.
PAKDAMAN, ALI C & KATRINA
1715096632
4008 CONVERSE DR.
RALEIGH CITY OF
1715096739
4004 CONVERSE DR.
RALEIGH CITY OF
1715096740
4012 CONVERSE DR.
RALEIGH CITY OF
1715096846
4016 CONVERSE DR.
RALEIGH CITY OF
1715096974
3901 QUAIL HOLLOW DR.
SAE KU, SOMSAK
1715098497
3905 QUAIL HOLLOW DR.
CAMPBELL, JOSEPH B & KATHLEEN D
1715098576
3909 QUAIL HOLLOW DR.
HEMRIC, BRIAN S & RENEE
1715098656
3913 QUAIL HOLLOW DR.
ROBBINS, FLOYD B
1715098764
3917 QUAIL HOLLOW DR.
HOYTE, SANDY M & LINDA M
1715098862
3921 QUAIL HOLLOW DR.
LACKEY, MALCOLM ARMSTRONG & KARI LYNNE RICHARDSON
1715098971
3925 QUAIL HOLLOW DR.
KEEVER, DAVID M & LINDA L SWAIN
1715098987
4022 CONVERSE DR.
RALEIGH CITY OF
1716006083
4028 CONVERSE DR.
NIVER, JAMES W
1716006192
4032 CONVERSE DR.
STOLTZ, KARI HOWE
1716006199
4036 CONVERSE DR.
MUNRO, JOHN A & TERESA L
1716007207
4040 CONVERSE DR.
HANCHETTE, DAVID A & KIMBERLY C
1716007306
4100 CONVERSE DR.
HANCHETTE, DAVID A & KIMBERLY C
1716007434
4104 CONVERSE DR.
RALEIGH CITY OF
1716007572
3929 QUAIL HOLLOW DR.
ROSSELLI, RAELENE S
1716008097
4108 CONVERSE DR.
MILLER, THOMAS M & MARTHA P
1716008600
4112 CONVERSE DR.
KAUFMAN, WILLIAM M & MARTHA
1716008649
4116 CONVERSE DR.
BEIDLER, ALLAN L & ELLEN M
1716008787
4001 QUAIL HOLLOW DR.
KLOOS, LYLA DODD
1716009136
4005 QUAIL HOLLOW DR.
WHITACRE, JEFFREY B & AUDREY R
1716009266
0 QUAIL HOLLOW DR.
ELDORADO ENTERPRISES INC C/0 A. B. ANDREWS
1716009501
4120 CONVERSE DR.
SMITH, WILLIAM F III
1716009807
4124 CONVERSE DR.
REID, JUDITH A
1716009916
4200 CONVERSE DR.
GANTT, CHRISTOPHER P & WENDY
1716019035
4204 CONVERSE DR.
SEXTON, FREDERICK WILLIAM
1716019125
4208 CONVERSE DR.
HARE, THOMAS M & BONNIE J
1716019214
4212 CONVERSE DR.
WOOTEN, CECIL EDGAR & NANCY L
1716019313
4216 CONVERSE DR.
BLACKWELL, D M & ELIZABETH C
1716019403
4009 QUAIL HOLLOW DR.
POYO, RALPH & SUSAN R
1716100335
4101 QUAIL HOLLOW DR.
ANTONELLI, REBECCAS S
1716100454
4105 QUAIL HOLLOW DR.
JABBOUR, JAD G & MARCELLE G
1716100563
4109 QUAIL HOLLOW DR.
GHOLIZADEH, ALI R
1716100653
4201 QUAIL HOLLOW DR.
POUCHER, JOHN W JR & CHERIE R
1716100762
4205 QUAIL HOLLOW DR.
RALEIGH CITY OF
1716100891
4209 QUAIL HOLLOW DR.
BRADLEY, CARLA
1716100992
4213 QUAIL HOLLOW DR.
RALEIGH CITY OF C/0 GINGER FREEMAN
1716110092
4301 QUAIL HOLLOW DR.
HESNER, MICHAEL P
1716110193
4305 QUAIL HOLLOW DR.
BLITCH, GROOVER B & JOYCE T
1716110293
804 COMPTON DR.
GOLD, JEFFREY M & LYNN C
1716110452
4309 QUAIL HOLLOW DR.
ANDERSON, RICHARD A & PAULA F
1716111332

Figure 1
Regional Map
Big Branch Channel Improvements
City of Raleigh
Wake County, North Carolina

08/04/00 10:29 V5132728901 '`WOLPERT CINTI 444 CHARLOTTE
WOOLPERT
Woolpert Fax
If you do not receive the number of pages listed below,
please call sender or Woolpert at 513.272.8300
U
19001/004
To: Danny Bowden From: Warren C. High
Company: City of Raleigh Department Water Resources
Dept of Stormwater Mgmt
.. Fax Number: 919-690-3832 Order Num : 55263.05.074 \
Pages Sent: 5 Date: August 4, 2000
(Including cover page)
Copies lint Holbrook TO ;
r• s :,� r '
, 11 .0".. ; I�anriy, [�ttaclied rs the letter requestins Dorney to approve the project. It was faxed and hard
copied to him. I will follow up so that it doesn't get lost. Warren
L
:51 w. &A L
4 woOLPERT LLP
4141 Rossiyn Drive - Cincinnati, Ohio 4529-1183
513.272.8300 • Fax [phone] www.woolpertcom

WOOL.PERT LLP
4141 Rosslyn Drive - Cincinna9.Ohio 45209.1183
513.272.8300 - Fax [phone]- www.wodW.00m
August 4, 2000
Mr. John Dorney
Department of Environment and Natural Resources
` Water (duality 1 Ab
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
RE: City of Raleigh, Big Branch Streams Stabilization, 99-0591
waorJrERr
Dear Mr. Dorney:
On the behalf of the City of ltaliegh, we would like to request that the review for the Section
401 application for the referenced project be initiated. We have completed the North Carolina
WOOLPERT LLP Environmental Policy Act review and have included copies of these letters to you.
4141 RoWyn Drive
Cndnnat, OH 45209-1183 Please let me know if you require any additional information by contacting me at
513.272.8300 513.272.8300 or email warren.high()u woolpert.com.
Fax; 513.272.8301
wwwwodpertmm Sincerely,
Naml�—
;Warren C. I-Egh
Senior Environmental.Scintist
., Enclosures
ee. Danny Bowden, City of Raleigh
... Flint Holbrook, Woolpert

08/04/00 10:30 V5132728301 WOOLPERT CINTI CHARLOTTE U002/004
-North Carolina
r.
i`
Department of Administration
Jaynes B. Hunt, Jr_, Governor Katie G. Dorsett, Secretary
March 13, 2000
Ms. Gloria Putnam
NC Dept. of Env. & Nat. Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Degr;MS. putnam:
SCH File # 00-E-4300-0352; Environmental Assessment/Finding of No Significant Impact
Proposed 1600 LF of Streambank Stabilization for Big Branch Located in the City of Raleigh
The above referenced environmental impact information has been reviewed through the State
Clearinghouse under the provisions of the North Carolina Environmental Policy Act.
No comments were made by any state/local agencies in the course of this review. Therefore, no further
envirbtiinental review action: on your part is required for the compliance with the Act.
Best regards.
a..
Attachtitetits t. ! :. .
ti'3V • F4��•.�1Y_�•M {� . �4. is � �.�' .. .. .. ... :1 • . •
64421-0
•
C../
h15. Chrys Baggett
Environmental Policy Act Coordinator
9-
116 West ]ones Street Raleigh, North Catnlinn 37603-8003 Telephone [phone]
An G(va! t)<Ipulivally /Allinnlul�u A41jon Employw

08/04/00 10:30 05132728301
WOOLPERT CINTI -►-+-+ UI AHLUT1Z lei vv%Pi u V y
0 NOEtYH CAROLINA DEPARYMIZNY OF
F-NVIRQNMBNT AND NATURAL, RESOURCES
DIVISIQN OF WATER QUALITY
March 15 2000
MAR � 0 X000 .
Warren C. High -
Woolpert T T P WOOLPERT LLF'
+141 Rossyln Drive
Cincinnati, Ohio 45209-1183 _......,_ .
Re: SCIS File 00-F,4300-0352; DEM Project #1028
Big Branch Stream Improvements, City of Raleigh, Wake County
Dear Mr. High:
On March 13, 2000, the State Clearinghouse deemed the North
Carolina Environmental Policy Act review on the above project complete (see
attached letter from the Clearinghouse). It is now acceptable to proceed with
your perroit applications through the Division of Water Quality for the
proposed project. No further actions on the Environmental Assessment are
required. ,
If there is anything I can assist you with, please do not hesitate to give
i&'a call at [phone], ext. 567.
Sincerely,
Gloria F. Putnam
Environmental Specialist
eaclosare (SCH lir)..
cc: John Domey, Wetlands Unit
Ken Schuster, Raleigh Regional Office
1617 MAIL SERVICE CLNTCR, RALGI¢HI NORTH CAROLINA X7699-1817
webs[te: h2o.enrstste.nC.U3 PmONE 915-733-5095 FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVs AGT14N EMPLQYkk • 50% ItIECYOLE0110% POST-CONSUMNA PAPE"

D8/04/00 10:31 $8132728301 WOOLPERT CINTI -r-+-► CHARLUI Z'' LEMUU%/VU9
Woolpert Fax
If you do not receive the number of pages listed below,
w(aoLPERT please call sender or Wooipert at 513.272.8300
To: John Domey
Company: DENR, Water Quality Lab
Fax Number: [phone]
Pages Sent: 4
(Including cover page)
From:
Warren C. High
Department:
Water Resources
Order Number:
55263.05.074
Date:
August 4, 2000
Notes:
{ r . c ofthesi, "off letter from the clearinghause.
•Atfaclied is 'a copy � .
WOOLPERT LLP
4141 Rosalyn Drive • Cineatnd, Ohio 45209-1183
513.2728300 - Fax [phone] • WWW.woolpertmM

Big Branch Photos:
Sta. 0+00 looking upstream at eroded bend.

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08-23,2005,

INDEX OF SHEETS
TITLE SHEET
GENERAL NOTES AND LEGEND
PLAN & PROFILE SHEET
STA. 0+00 TO STA. 6+00
PLAN & PROFILE SHEET
STA. 6+00 TO STA. 12+00
PLAN & PROFILE SHEET
STA. 12+00 TO STA. 18+00
PLAN & PROFILE SHEET
STA. 18+00 TO STA. 21 +50
CONSTRUCTION ACCESS
DETAILS
DETAILS
ATTENTION CONTRACTORS
The Construction Contractor responsible for the modification
to the water or sewer, as approved in these plans, is
responsible for contacting the Public Works Department at
919-890-3030 at least forty—eight (48) hours prior to
beginning any of their construction.
Failure to notify the City of Raleigh's Public Works
Departments in advance of beginning construction, will
result in the issuance of monetary fines, and require
reinstallation of any water and sewer facilities not inspected
as a result of this notification failure.
Failure to call for Inspection, Install a Downstream Plug,
have Permitted Plans on the Job site, or any other
Violation of City of Raleigh Standards will result in a Fine
and Possible Exclusion from future work in the City of
Raleigh.
It I I [M
I 10 2 1AW-C4,11 I ITE, A , ff"(01) 0 FRI 2% k, I M A
PUBLIC WORKS DEPARTMENT
I I i
L % n
�F
�L I In
�La r-1
— y j -I
PROJECT
BIG BRANCH WATERSHED DESIGN IMPROVEMENTS
BIG BRANCH CHANNEL STABILIZATION BETWEEN
HARDIMONT ROAD AND COMPTON ROAD
MAY 2005
CAU NC ONECN.L
Won TDU VG
STOP
1-800-632-4949 PREPARED BY:
•X100 UTUTr DMACC
WOOLPERT LLP
8731 RED OAK BOULEVARD
CHARLOTTE, NORTH CAROLINA 28217
704-525-6284 FAX [phone]
WOOLPERT
MAP
-e
2 0 0 5 1 7 a 5
J3 FLE NO.
5521
- O
Z

ENERAL NOTE
1. ALL WORK SHALL COMPLY WITH NCDOT AND THE CITY OF RALEIGH STANDARDS AND SPECIFICATIONS, UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR SHALL KEEP ALL DISTURBED AREAS TO A MINIMUM. ALL AREAS DISTURBED BY THE
CONTRACTOR SHALL BE RESTORED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS.
3, ADDITIONAL EROSION CONTROL DEVICES ARE TO BE INSTALLED BY THE CONTRACTOR AS DIRECTED BY THE CITY,
OR THE CITY REPRESENTATIVE.
4. TRAFFIC CONTROL SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE PROJECT BY THE CONTRACTOR, IN
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. ALL TRAFFIC CONTROL SHALL COMPLY WITH THE LATEST EDITION
OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, NCDOT STANDARDS AND SPECIFICATIONS, AND THE CITY
OF RALEIGH STANDARDS AND SPECIFICATIONS.
5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND OPERATION OF ALL TEMPORARY
AND PERMANENT BRACING AND SHORING AS NECESSARY TO PERFORM THE WORK AS DESCRIBED IN THE PROJECT
PLANS.
6. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA AND OTHER SAFETY STANDARDS AND REGULATIONS.
7. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND
RECORDS, AND THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE
EXISTENCE OF WHICH IS AT PRESENT NOT KNOWN. VERIFICATION OF THE LOCATIONS OF UNDERGROUND UTILITIES,
SHOWN OR NOT SHOWN, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
8. ADJUSTMENT OF UTILITY STRUCTURES AND MANHOLE TOPS SHALL BE PROVIDED BY THE CONTRACTOR UNLESS
OTHERWISE PROVIDED BY THE UTILITY OWNER.
9. DURING ALL PHASES OF CONSTRUCTION, CARE SHALL BE TAKEN TO MINIMIZE DAMAGE TO EXISTING
IMPROVEMENTS ON OR ADJACENT TO THE SITE. ANY ITEMS DAMAGED SHALL BE REPAIRED OR REPLACED TO THE
SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE.
10. TEMPORARY RESIDENTIAL FENCING WILL BE REQUIRED WITHIN BACKYARDS OF LOTS, AS DIRECTED BY THE CITY
OR THE CITY REPRESENTATIVE.
CONSTRUCTION SEQUENCE
1. FURNISH AND INSTALL TRAFFIC CONTROL ADVANCE WARNING SIGNS NEAR CONSTRUCTION
ACCESS POINTS, AS DIRECTED BY PROJECT INSPECTOR, AND MAINTAIN THEM THROUGHOUT
THE PROJECTS DURATION.
2. INSTALL STONE AND FABRIC WITHIN CONSTRUCTION ACCESS AND STAGING AREAS.
3. REMOVE EXISTING TREES IDENTIFIED ON THE PLANS, IN ACCORDANCE WITH THE
SPECIFICATIONS. PROVIDE TREE PROTECTION FOR THOSE TREES TO BE SAVED WITHIN THE
CONSTRUCTION AREA,
4, INSTALL ONE ROCK CROSS VANE DOWNSTREAM OF IMMEDIATE AREA OF DISTURBANCE TO
ACT AS SILT BASIN, MAINTAIN IN ACCORDANCE WITH SPECIFICATIONS.
5. CONTRACTOR SHALL BEGIN STREAM STABILIZATION ACTIVITY AT THE UPSTREAM LIMIT OF
CONSTRUCTION THE WORK SHALL BE LIMITED TO NO MORE THAN 250 L.F. OF CHANNEL,
WITHOUT COMPLETE RESTORATION AND/OR STABILIZATION, AND CONTINUE DOWNSTREAM
WITHOUT INTERRUPTION IN CHANNEL RESTORATION.
6. THE CONTRACTOR MAY BEGIN PREPARATION OF THE NEXT DOWNSTREAM REACH (250
L.F.) PRIOR TO FULL STABILIZATION OF THE UPSTREAM REACH, HOWEVER, INSTALLATION OF
PROPOSED IMPROVEMENTS IN THE DOWNSTREAM REACH WILL NOT BE PERMITTED UNTIL THE
UPSTREAM REACH IS APPROVED BY THE PROJECT INSPECTOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER REMOVAL AND DISPOSAL OF
ANY UNSUITABLE MATERIAL TO A LOCATION OFF SITE. THE CONTRACTOR SHALL OBTAIN ANY
AND ALL STATE OR LOCAL APPROVALS AND SUBMIT COPIES TO THE CITY FOR RECORD.
S. TREES TO BE INSTALLED ALONG THE TOP OF BANK SHALL BE INSTALLED ONCE THE
ENTIRE STREAM LENGTH IS COMPLETED.
9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES
UPON ESTABLISHMENT OF VEGETATIVE COVER AND AT COMPLETION OF THE PROJECT.
ARRC -
0
-ELM TREE
ig
-CUM TREE
19
-HOLLY BUSH
`�'.
-OAK TREE
©
-MAPLE TREE
- --_7�
-PINE TREE
®
-CHERRY TREE
0
-BIRCH TREE
-EVERGREEN TREE
Q
-HICKORY TREE
�w!
Y'A
-TREE TO BE REMOVED
D.N.D.
-DO NOT DISTURB
-TELEPHONE PEDESTAL
a O
-CABLE TV PEDESTAL
EXIST.
- EXISTING
PROP.
- PROPOSED
D.I.P.
- DUCTILE IRON PIPE
eSEE DETAIL NO. 2 ON SHEET 8
2
EIP -EXISTING IRON PIPE
EIS -EXISTING IRON STAKE
CP -COMPUTED POINT
ISS -IRON STAKE SET
R/W -RICHT OF WAY
N/F -NOW OR FORMERLY
WL -WATER LINE
SS -SANITARY SEWER LME
O -MANHOLE
Pj -WATER VALVE
0 -CATCH BASIN
t- -SPOT ELEVATION
-4L— -PROPERTY LINE
T.G.R. -TO BE REMOVED
T.B.A.B.O. -TO BE ADJUSTED BY OTHERS
T.S.R.R. -TO BE REMOVED AND REPLACED
P,0.E -PERMANENT DRAINAGE EASEMENT
-PERMANENT UTILITY do DRAINAGE EASDAENT
T,C.E -TEMPORARY CONSTRUCTION EASEMENT
BANK TREATMENTS
S8COVER EXISTING RIP RAP WITH TOPSOIL, TREAT WITH JOINT PLANTING
KD0 0 GRADE AND STABILIZE BANKS, WILLOW STAKING
t
28 I I— I STABILIZE BANK AS SHOWN, INSTALL ROOTWAD, BOULDER REVETMENT AND WILLOW BRANCH PACKING
88� SLOPE BANKS AS SHOWN. INSTALL COIR FABRIC. WILLOW STAKING, AND SHRUB PLANTING
SH.9 ® WRAPPED EARTH SLOPE
1
91,9 ® PLANT WITH SHRUBS
2
EXCAVATE MATERIAL FROM SANDBAR
FILL WITH EXISTING CREEK BOTTOM MATERIAL
— VARIES 4'-6'
EXISTING GROUND
SEE PLAN NEW
FOR tS. ` .
SEE PLtA MEW
TREATMENT t lito
FOR BLANKET
- --_7�
TREATMFNT
-UMITS OF PILOT—
SEE �SHEETS 3-8 FOR LIMITS CHANNEL AS
OF CHANNEL WORK. SHOWN ON PLANS
TYPICAL PILOT CHANNEL SECTION
Km
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I 1 II 1 .... CONSTRUCTION ACCESS
....
'•/ ....... AND STAGING I
1 Jj
jPLANT 3' CALIPER TREE 1 Ti SS/ I FIM-32� cs INSTALL J-HOOKsr♦EI _tee .tA r, A
1c A,
(TYPE AS sPECRTED) INSTALL ROCK e�aeeErr� / rv,u zags' T ELEV. 228.0' -�
1 I nE<c cc sur-zza-t s' SH,9 �......E....
1 1 PLANTED 25' O,C, @ 10' CROSS VANE ss - v
1 1 OFF TOP OF BANK, I TOP ELEV. 224.4' / I 3
I OR AS DIRECTED BY SH.6 �.(•�' - •••STABtLi2@•$W AS SHOWN
I ENGINEER (TYPICAL) e - '� STABILIZE BANK. AS SHOWN ' INSTALL !!((,,-
1 1 7 \ I J I INSTALL ROOTWAD, BOULDERS CROSS VANE T �� INSTALL RO07WA1S
;5 % \ I AND WILLOW BRANCH TOP ELEV. 225.5' SH,8
SLOPE BANKS. INSTALL CO( I#� SH,B I I / :•- °�^a / \ A�WRLOW N •.,�
I 1 NG
FABRIC, WILLOW STAKING ! _„N3� Jjl i t PACK�"IC e i ' !` �- 11 2
1 SHRUB PINKING !PoN rlrE ll. 4
I SH,B a, rErE �t� /0y �1 [ 2k¢Y' Id GRADE AND STABILIZE - t
I I REMOVE EXISTING e Ld-231- \ //II t 24.79 Mt? % BANKS WITH W0.10WR NG RIP RAP - 1
T I TREAT WITH I BOULDERS/ROCK s,� �/ �`'o� v �l///ll�ciP - Jo 1s 1j ^ �L STAKING SH,B i�1 1
s E ro,._oc J G I OUTCROP ,/ /i z�23,\ �'� ! I j1 �- µ _ i�� R.IyfJt ' �� 1 FILL WIT1� EXISTING CREEK
SH. I _Ia. BOTTOM MATERIA.
ENCNs ak e 6nN Nn�c / v� ��� J b�
P so_r EE e v s�.CEwnul 1 s' _ .g� �z e _ 1 n, ^-
EXCAVATE MATERLII. . �'-'- ' BANtCS, INSTALL CdR
/ S /. -N �9 a!_ © _ [�vr• 9 - LL WILLSTAKING
o FROM SANDBAR / ti -' i O ? r ` \ r' C.
E s I cam` — ct'. v 1 i. 8
L,V 211
Of
4.2wju
—
,27—
BRANCH-
------------
----------- w p� i< iii tro+r _$RANEhf
r t - _ \ / / ♦9'S IZy �3t.� � � �-/ ` � � � '�,\ iii
e�x c?0QuEw c_v.TE'.0 �.r , .c2E
47.
Wa7�a���,•\`\o � �� EIS �' —I\�'�, A-©� [� s �
i.
nr FBw) a:r Z�
.2O
JLL.
SLOPE BANKS, INSTALL COIR
SHRUB
p�7 FABRIC, WILLLWSTAKING
REMOVE BOULR-u ru
BEGINNING OF PROJECTul
STATION 0+00 STAEtIJZEBANK, AS SHWN
INSTALL ROOTWAD, BOULDERS co
AND WILLOW BRANCH GRADE AND
I WPACKING RESHAPE CHANN
STABILIZE BANKS J-FJOK WEIR 32 W
.B WITH WRLOW STAKING IOP ELEV, 225,3' 00•i0cM EE a 03 CHANNEL DETAIL .
SH.8 I I SEE SHEET 2 SH,9
I I
o \ FILL WITH EXISTING CREEK 1 I 3 INSTALL ROCK CROSS VANE
Z T S REMOVE EXIST1N6 \ BOTTOM MATERIAL I INSTALL J -HOOK WdR TOP ELEV. 225.8' r SH.B
I I` ROCK GROIN ; TOP ELEV, 225,5' 7
ExiSTtNG v.N�scr.rE -EA SH'9 SH,9 � � �
I INSTALL e NOTE: e i I - GRADE AND STABILIZE BANKS
;oaNau ENrac rPE[5. �r J -HOOK WEIR ALL EXISTING ASIAN BAMBOO 3
WITH WILLOW STAKING/6j-,l\,
I I sN4r�rs. r,a+rs) ' ' AND KUDZU WITHIN CONSTRUCTION I
c TOP ELEV, 223,0' Ate, SHALL BE REMOVED 1
INSTALL J -HOOK � I
I I TOP ELEV, 223.0 SH,9 COVER RTP RAP WITH
I Q I W 3 TOPSOIL. T WITH JOINT
PLANTING SH..20 40 60
B I
I
SCALE M FEET
I
0
I EXISTING
MATERIAL
0+00 D4 1+00 1+50
3801 I'i ' 3805 �I I 3809 3913
� I
2+00
2+50
EXISTING CREEK
BOTTOM PROFILE
(THALWEG)
i
3+00
TOP ELEV,
91 1
3+50
j\€L
4+00
4+50
A`
\
WITH EXISTING CREEK
5+C0
5+50
E+00
HIM
o Mu n
0
M co N
N
ZC4N
WO u t
r[i g
g�s=��
On'aro
�aOMUrl Nl
U
W
g6 CL
CL
o O
Z
V p
� Q
o°� co
t y o
cc 2
LL j F
V N
U
m
n
m

-228' 23`5. '�7-7
&&,\7
04
79
L- iE'j E'
L-----___4038
CONSTRUCTION ACCESS
00,to
IL
AND STAGING
4040
SLOPE BANKS. INSTALL COIR
GRADE AND STABILIZE
BANKS �Wlu`*
STAKING�
FABRIC, WIUJDW STAKIN
ROCK CROSS VANE
INSTA��
TOP , 223,5*(�SHS
7
PLANT 3* CALIPER TREE"
O
SHRUB PLANTING
!8)
MANTRA
(TYPE AS SPECIFIED)
WITH WILLOW STAKING SH.8
PLANTED 25, O.C. & 10,
I
-mU#3
.M=23261'
INSTALL J -HOOK WEIR
ITOP 0". 226.5*/�j�
Orr TOP OF BANK
OR AS DIRECTED BY
..........
11,"
............3
ONCPETE
ENGINEER (TYPICAL)
..'. ._....
...L�sTc .......
.
HEEL N4LL
v
. ......
WOOD
TO BE
NG
3h4
R M=2 93
Nv=226 61
INSTALL J -HOOK WEIR
TOP ELEV. 226.5' v 10,
INSTALL J -HOOK WEIR
.............
ss
USE AS FILL MATERIAL
THROUGHOUT PROJECT
232 23
_13211TOP
ELEV. 227.5?&_._9�
RESHAPE CHANNEL
PER TYPICAL PILOT
TA"JI?12
CHANNEL DETAIL
'BAND.
1g cH,LPr
0
FULL'
AFE ILAG-1
ca
M >.
01
-n
om
m
0 C4
0
0
-228' 23`5. '�7-7
&&,\7
04
79
L- iE'j E'
L-----___4038
00,to
IL
4040
GRADE AND STABILIZE
BANKS �Wlu`*
STAKING�
EX. 3* C.P.P.
ROCK CROSS VANE
INSTA��
TOP , 223,5*(�SHS
7
I INSTALL ROM CROSS VANE
Top a". 2".8*
O
GRADE AND STABILIZE BANKS
MANTRA
WITH WILLOW STAKING SH.8
REMOVE TREE
F43MAK CHANNEL
0
PER TYPICAL PLOT
CHANNEL DETAIL
REMOVE EARTH MOUND
USE AS FILL MATERIAL
THROUGHOUT PROJECT
EXIST, PLAYHOUSE
TO BE REMOVED
j,
1g cH,LPr
0
-228' 23`5. '�7-7
&&,\7
04
79
L- iE'j E'
3921 I 3925
j � � I
NOTE:
ALL EMSTIN' , ASIAN BAMBOO
AND KUDZU WITHIN CONSTRUCTION
AREA, SHALL BE REMOVED
3929
4
1p
EMI NG CREEK
BOTTOM_PROF1LE­___
(THALWEG)
6+50 7+00 7+50 8+00 8+50 9+00
I i ­
-2
ui
uj
233.
REMOVE LOC ._j FILL WITH _V 7'
GRADE AND STABILIZE EXISTING CREEK
BANKS WITH Ow BOTTOM MATERIAL
STAKING SH.8 INSTALL ROCK CROSS ANE
TOP ELEV. 229.0- ;gSH
7
20 0 20 40 60
GRAP"C SCALE IN FEET
BOTTOM PROFILE (TYP)
CR 11
9+50
10+00
10+50
11+00
I EXWNG
MATERIAL
11+50
1 ---RL-- -a230
225
224
12+00
0
Ill
8
0
m z
0 C.J
z
N 0
0
z
3!
0
Z
0
LL co —
0
0
ra
El
00,to
IL
GRADE AND STABILIZE
BANKS �Wlu`*
STAKING�
EX. 3* C.P.P.
ROCK CROSS VANE
INSTA��
TOP , 223,5*(�SHS
7
I INSTALL ROM CROSS VANE
Top a". 2".8*
O
I
MANTRA
REMOVE TREE
3921 I 3925
j � � I
NOTE:
ALL EMSTIN' , ASIAN BAMBOO
AND KUDZU WITHIN CONSTRUCTION
AREA, SHALL BE REMOVED
3929
4
1p
EMI NG CREEK
BOTTOM_PROF1LE­___
(THALWEG)
6+50 7+00 7+50 8+00 8+50 9+00
I i ­
-2
ui
uj
233.
REMOVE LOC ._j FILL WITH _V 7'
GRADE AND STABILIZE EXISTING CREEK
BANKS WITH Ow BOTTOM MATERIAL
STAKING SH.8 INSTALL ROCK CROSS ANE
TOP ELEV. 229.0- ;gSH
7
20 0 20 40 60
GRAP"C SCALE IN FEET
BOTTOM PROFILE (TYP)
CR 11
9+50
10+00
10+50
11+00
I EXWNG
MATERIAL
11+50
1 ---RL-- -a230
225
224
12+00
0
Ill
8
0
m z
0 C.J
z
N 0
0
z
3!
0
Z
0
LL co —
0
0
ra
El

INSTALL ROCK CROSS VANE
IS -MH
TOP ELEV, 232.1'
USH,B
s I 7
eIM=236.ta' PNT 3' CALIPER TREE
(TYPE AS SPECIFIED) RI'n=2x753
PLANTED 25' O.C. & 10'� :,v;��l)=2s1_Fs'
RESHAPE EXIST, RIP OFF TOP OF BANK. / NVIO 1l=2x1.33' r r
NEAR AERIAL CROSSING. _ OR AS DIRECTED BY
_ AS DIRECTED BY ENGINEER _ - - ' _ _ _ - ENGINEER (TYPICAL)
r
RAP Nti'13 IpSyYrJ7E �--�--�-- �� 232 _ / ss 15" CLnx
r Fi1T I W ov aIR[2S.iY -- _ �`' �qT! ��11�!A�I�� - A V•b�d V ---� te" czar
I t TNG SH.B / e�e�. ^alar FILL W(T}i `m -iJL
3 mss �x EXISTING CREEK GRADE AND STABILIZE BANKS
yJ M 23.
BOTTOM MATERIAL RFi WILLOW STAICIN SH 8
r
sS _ •WRAPPED. I AF LOPE N
PEMOvE Ext -TN, SH,9 s. INSTALL J -HOOK WEIR - - -- - - -
ROCK DAN \c�a TOP ELEV, 228,5'
2313_ N�
-�2LL�.c?
`
'� RIM -.^36.14
\ �h )Av s. FlLLWfTfi �lav2aaa2' ,� /1 i �._i/ — ��-�
M � v, ✓ 1 �\�a� �J� Id`s - ,ra � - --\✓ - - � � ��.__...�; /`- _ S
� � � ✓ ',�Jv r ' BOTTOM MATE v �Z� i --;" v / /, ti�`'e r, bl � � � v � _. /
4.
cri
^t..
,
REMOVE TREE
(TYPICAL)
235-rte^� �f�"� O[
4 \
r `1j. v OVE MULTI- / /' / %'i \ Q .yd° \ INSTALL ROCK CROSS VANE" ski\ CP
LORA ROSE / / i/ / // /.aj \ TOP ELEV,\230,2' SH.8 SAVE \ ,\_ \• t\ 2 #
ej TR£E 1 - . .� ........y44 \\ , G QV
FILL WITH EXISTING CRECREEKss
J•
�. �� �� v a w / 1 +` / ��� / REMOVE TREE BOTTOM MATERAI. a,t�nr� SAVE =z
vGRADE AND TREES
YPI
f
(TCAL) 1 SH,B STABILIZE _ J
ej BMIKSWITH
y WILLOW STAKING
FIA _a
f
CONSRUCTION ACCESS \ t\
AND SUGING tt
O
i NOTE;
AND KUDZUALLGASIAN
RFi
WIN CON N
Ms. by INSTALL J -HOOK WEIR \ \ AREA. SHALL BE REMOVED
INSTALL J -HOOK WEIR.— t_ q*++o�23 \ TOP ELEV. 230,5 \ t
TOP229.5' \ SH,9 \ 4241
SH.9 \ _ INSTALL J -HOOK WEIR 3
3 COVER EXIST TOP230,1' \ \
\� RIP RAP WITH SH,9 t A \ \
\ WTOPS Jo
1
PLANTING SH..
\ t\ •
U
SN,- ,
20 0 20 40 60
GRAPHC SCALE IN FEET
- p 't+ F-
� -- --_ --- PROPOSED CREEK
--- - BOTTOM PROFILE (m)—y - - 3 Z
z 1 a
t' y
=1 -
-- --- - - -
egg
9.5
/,
ETQSTNG CREEK - 230 O N
\ + BOTTOM PROFLE
1Cr ,
FILL WITH m
/ \ BOTTOM MATT:RIALG CREEK m
- — — -- - --- 2211CD
` m
SHEET NO.
O Ni N ^ ✓1 n _-�__ N NII __-.._--N N .. N
b
b h O
N l h.
�_
12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
ml

It
4120
IN 21
V= Z32 17
a 14 r ESTL,71n.1a.
' 1JlF
I
E:4124
I
FILL WITH EXISTING I
CREEK BOTTOM
MATERIAL 1
2 �( INSTALL ROCK CROSS VANE
/ Y /
o TOP ELEV, 232SH
8' .B II\
g<co z
Y,� ` -240
1 411 OX
4200
NE AND RESET/RV
LF OF E)WG PRNAC
E. 7 FT OFF TOP OF
IN-GFC�iN� Pr,fl
15" CLAY
..inn FLu L —
238
2Y
23'
230
D42O9
I!II !1111
II \\
1141 I �iq �\
I f 1111
IIII+1 III1U
I1r
II�I�I ll�l �q
Illil I Il.i
II� I II
J9
/ 0240
A A
X6. DEEP -
\
GABIONIWALL.
I
wp
PLANT 3' CNJPER
I (TYPE AS SPECIFIED)
err✓=23a.21'�
to
_
_�
w
'-RESTORE IN ORIGINAL
POSITION
/
UPON COMPLEnOk
H
rui fy�"
cc
pasnwNp-
BOTTOM PfWILE--
(THALWEG)I
FILL
PROFI(TYP) BOTTOM
W
<iI ,67.2Y\1
_ 44r26'Q- iJ
�;J�•
fn
i
_
It N
I
RI=►40VE LOG_ - - fit
— - _--- -BOTTOM
FILL wtTH EXISTING CREEK —�
BOTTOM
- --- -
WRAPPED EARTH SLOPE'S I�i`I�I II'II II (1 �A
A
nn
N
nn
N
N
MATERIAL
c
H NNei ryll' nl;
M N Hyl
238
2Y
23'
230
D42O9
I!II !1111
II \\
1141 I �iq �\
I f 1111
IIII+1 III1U
I1r
II�I�I ll�l �q
Illil I Il.i
II� I II
•�,.I n_ 0
611"
4204
4
6' H x99 LF LONG
A A
X6. DEEP -
\
GABIONIWALL.
I
-MHi(4
e�M=241 -
PLANT 3' CNJPER
I (TYPE AS SPECIFIED)
err✓=23a.21'�
MOVE SHED AS NECESSARY
+
a
,
FOR CONSTRUCTION AND
'-RESTORE IN ORIGINAL
POSITION
/
UPON COMPLEnOk
i
•�,.I n_ 0
611"
rs
PUNT WITH
A A
SHRUBS 3' O.C.
\
2
I
REMOVE TREE
PLANT 3' CNJPER
I (TYPE AS SPECIFIED)
PLANTED 25' O.C. & 10'
+
a
,
' OFF TOP OF BANK,
OR AS DIRECTED BY
/
ENGINEER (TYPICAL)
L
4213
Il
NOTE:
ALL EXISTING ASIAN BAMBOO
AND KUDZU WITHIN CONSTRUCTION '
I�ii'I�'illl AREA, SHALL BE REMOVED 4301
` HO+.e Oat 0
I
4208 4212
I
55-MHk10
RIM=242.60' '
j' 15" INS'=23510'
8'I1JV(EAST)In1V(EAST)=2 6i 6' 1
FILL/i LL
WITH EXISTING CREEK
BOT J I
BOTTOM MATERIAL.
— INSTALL ROCK CROSS VANESH./
TOP ELEV. 233.4' 8
7 /
O /
/ 4305
/
SS 15 CLAY 1 .
COVER EXISTING RIP RAP
WITH TOPSOIL. TREAT WITH
JOINT PLANA!!G_-____
i
R CE RPE 3
V. 90'
•_____ _ _ _ — ____-___ i —__
BIG BRANCH ---
EN@-PRt27ECT -- --
--__ - ; \
STA
Ri a363'
E ('111 7.17 \
? 1 3'(EICT) %
47'(1-TH) '
/
/
/
/
18+00 18+50
236
134
132
:30
I— 1v+zv 20+00 20+50 21+00 21+38.50
20 0 20 40 60
GRAPHIC SCALE IN FEET
co
N
v M
0
07 co N
Y N sA
F�cj
p Z cj N
LaZ:W)
aa Wt
23 O�00 -c CL.
3 co u 1`1
N
n y >
� ry
02,
p N
+
a
,
- - - -
pasnwNp-
BOTTOM PfWILE--
(THALWEG)I
FILL
PROFI(TYP) BOTTOM
i
EXISTING CREEK
MATERIAL
— - _--- -BOTTOM
FILL wtTH EXISTING CREEK —�
BOTTOM
- --- -
nn
N
nn
N
N
MATERIAL
c
H NNei ryll' nl;
M N Hyl
_
N
N
18+00 18+50
236
134
132
:30
I— 1v+zv 20+00 20+50 21+00 21+38.50
20 0 20 40 60
GRAPHIC SCALE IN FEET
co
N
v M
0
07 co N
Y N sA
F�cj
p Z cj N
LaZ:W)
aa Wt
23 O�00 -c CL.
3 co u 1`1

I I,
ii
I
50' RIPARIAN BUFFER I L_
I li I
22
� II
I
�U � y�� N/0' I Na•�� � I
�{
a- -
i i�w . ,. �_ s�'L✓ �J J ' / �i „� / � `?> I - jam: _� . '� !'.-a yp
776
A3iG-
--tiRANC1t--
ia f _
ore
4 4r
rl
I �v � a�+as•a� � \
\fes
I �
3905
I
I
—50' RIPARIAN BUFFER
I
III 'i
I� 3909 3913
I
NVERSE DRIVE
I
CONSTRUCTION ACCESS IOINT
AND STAGING AREA
IM 6Y CRUS IM LIWESTONE OVER TYPE Z C=WLE FA= I I W
I t
/ a a
i I - CtIY OF RAlE13lI PFK),IEFtTY
M
I i i
t�yyj
la O
i
\t\ a m
� I
m c0 N
(14
50' RIPARIAN BUFFER O- Y Iq
if Ln
cli
w.3 4),i ,t
. , b
„ m fi,
/ ����� �kr,i\
UW
Mw oo.lo 0 QZ
z JZ 0
f m F
`I �l C
3917 a o
I50• RIPARIAN BUFFER U
3921 I m
3925 CD
m
GRAPHIC SCALE IN 'FEET
UAIL HOLLOW RO ID
I ---_j
PROTECT ALL EXISTING TREES ON Cltt LOTS /
DESIGNATED FOR ACCESS AND CONSTRUCTION STAGING. STONE
OUANTITY IS MAXIMUM ALLOWED UNLESS OTHERWISEAPPROVED. j
CONTRACTOR SHALL RFSTORE DISTURBED AREAS BY REMOVAL OF
AND E SEED/MULCH. PER NCDOT /
7-A

i
i
403
4028 I
i
�ICONSTRUCTION ACCESS POINT
AND STAGING AREA
IIID ST CMMM UU-'STMS OVER TYPE 2 G_OTE7 U FAp
�I 50' RIPARIAN BUFFER
5 ^jaa
i,iv=?25.51' H••/1 J0.0S'
/
L171.e3
?� S/
z �
►xc• so
-
- 0► q • J f
Nte7i'
CDS I hIX _, J
- —amu
coNV ERSE DRIVE
4040 /I Z , -
w
/ ' M
4100 oo
4704
41 o M
RIM -Z;614' I � I�
max. j
u V-230 6� I m N Of
—.Q2 ��` I 50' RIPARIAN BUFFER 4. Y co �
2.33
N12•Isl7't ` I v!
N n
CL
o
33231 1 `~ �,R w \ \ •- _. y`.�,31 2Jw�
ee,OY / Nlest
C3
:1 Z
0
Lu
V I ?a aoo� I Z
229
3!cc
ai V
""•' �r UUUJJJ
a�
L06766 w O
'Nl
31 29'
I` . 04.1405•3.
r N�py.23 O
iH x_211 -a
50' RIPARIAN BUFFER m
I I
I m
0 20 40 4105
60 SHEET NO.
C NTRACTOR SHALL P TECT ALL E STING TREES ON CITY LO S
4009 �RWHIC � IN D 'CN,
FOR ACCESS ND CON TRUCTION STAGI
OU ITY IS MAXIMUM ALLOWED UNLE APPROVED.
4101 s° E/FABRIC AND PCTOR SHALL � CE SEED/UCH, PER NCDO STORE DISTURBED AREAS BY REMOVAL OF 7-B
S IIFICATIONS.

F50' RIPARIAN BUFFER
ALL T)_
I J
4109
50' RIPARIAN BUFFER
4201
CONVERSE DRIVE
A-14ZLLlW IPIA
50' RIPARIAN BUFFER
4204
IN
4208
f
8' LL
4200
kj�
7
412
F
5 1
I
C
U)
f
� ' _� ,�'trE� � � 1 A �,� Q g G
m 00
CL Y (N Ln
241�C?
-,1 00
2
a- IN 0
0
:3 c
00 w C) N
m
C3
CL
50' RIPARIAN BUFFER 430E =1 z
0 0
i :R
0 < uJ
4-2A3 N
430A § D
� I 420 ';; `' L,,I' � v
0 z
CONSTRUCTION ACCES 3f
POINT AND STAGING AR n
1M BY CRLItSHED UMESTOM OVER
TYPE 2 GEarE)MLE FASM
0
20 0 20 40
60
IN
CONTRACTOR SHALL PROTECT ALL EXISTING TREES ON CITY LOTS
GRAPHIC SCALE IN FEET DESIGNATED FOR ACCESS AND CONSTRUCTION STAGING. STONE
QUANTITY IS MAXIMUM ALLOWED UNLESS OTHERWSE APPROVED.
QUAIL HOLLOW ROAD CONTRACTOR SHALL RESTORE DISTURBED AREAS 13Y REMOVAL OF
STONE/FABRIC AND PLACE SEED/MULCH. PER NCDOT
SPECIFICATIONS,
SHEET NO.
7-C
8' LL
kj�
7
� ' _� ,�'trE� � � 1 A �,� Q g G
m 00
CL Y (N Ln
241�C?
-,1 00
2
a- IN 0
0
:3 c
00 w C) N
m
C3
CL
50' RIPARIAN BUFFER 430E =1 z
0 0
i :R
0 < uJ
4-2A3 N
430A § D
� I 420 ';; `' L,,I' � v
0 z
CONSTRUCTION ACCES 3f
POINT AND STAGING AR n
1M BY CRLItSHED UMESTOM OVER
TYPE 2 GEarE)MLE FASM
0
20 0 20 40
60
IN
CONTRACTOR SHALL PROTECT ALL EXISTING TREES ON CITY LOTS
GRAPHIC SCALE IN FEET DESIGNATED FOR ACCESS AND CONSTRUCTION STAGING. STONE
QUANTITY IS MAXIMUM ALLOWED UNLESS OTHERWSE APPROVED.
QUAIL HOLLOW ROAD CONTRACTOR SHALL RESTORE DISTURBED AREAS 13Y REMOVAL OF
STONE/FABRIC AND PLACE SEED/MULCH. PER NCDOT
SPECIFICATIONS,
SHEET NO.
7-C

},qy1 WL
_ EXISTING
?
OF BANK
MAINTAIN EXISTING
DRAINAGE ^ INSTALL (SPLIT ON DIAGONAL) 2' X 4" X
DEAD STOUT STAKES PER SPECIFICATIONS
12• I I\
,2 ,_
EXISTING CHANNEL BANK
SH.8
4 ,.DL COMPACIEO FILL
INSTALL TYPE •A' VARIES
TYPE 4 COF, FABRIC RIPRAP TOE -STONE
WITH LIVE STAKING 3' THICK (MIN)
FLOW
'i�79Tr ,ER LEVEL
36"
TYPE 2
GEOTEXTILE FABRIC
EMBED 1' MN;
fGRADE AND STABILIZE
f BANKS WITH WILLOW STAKING s�,$
i
DOTER
OCK
LOW
JLl.11lJIV VILW - - ----_ ....._.-_... ..."�„�,,.",,,w , ABRIC
ROOTWAD, BOULDERS` WILLOW
FU 1 _I BRANCH PACKING sH.e
N. T. S. 2
EXISTING RIP RAP
36" LIVE STAKE. PLACE IN
A TRIANGULAR PATTERN,
2' TO 3' APART
PLACEESTABLISHED
5T,8
RANT SOWN
TOPSOIL
i
FON INFOR1.IAnOI1 ONLr
WIDTH
q
PROPOSED GRADE
THALWEGWIDTH
T
�.5 TSi
FLOW
MAINTAIN Ewsnrvc
DRAINAGE
(LOCAs ON—�
VARIES)
VARIES
DEPENDINGON
Jl
> Ti
12'
ALL EG
. .-..
EXISTING
GROUND
© COVER EXISTING RIP RAP WITH TOPSOIL _
1 12'c
1— --
nl WOVEN COIR
FIBER MAT
COIR FABRIC - TOP OF ,ELOPE TIE IN sH.a
N. T. S. 4
EMSTING
CREEK BANK
BACKFILL TRENCH
(TYPICAL)
1I 12'
Ex (I
INSTALL (SPLIT ON DIAGONAL) 2' X 4' X 30'
DEAD STOUT STAKES PER SPECIFICATIONS WOVEN COR
FIBER NAT
COIR FABRIC - TOE OF .e --',LOPE TIE IN,8
N. T. S. S
30' LIVE CUTTING (DORMANT)
INSTALL WOVEN COR FIBER MAY
OVER SEED PER SEEDING SCHEDULE
FOR INFORM PLANT SHOWN
I �O FOR INFORMATION ONLY
INSTALL SPLIT Y X I' X 30'
A DEAD STOUT STAKES PER SPECIFICATIONS
EXISTING
GROUND
NOTE:
IF USING WOVEN COIR
FABRIC, INSTALL LONG
STRAW MULCH
BENEAn: MAT.
LIVE STAKE DETAIL S„$
N.T.S. 6
`
5T,8
04,
N.T.S.
i
r
ROCK :ROSS VANE
CROSS SECTION VIEW N.T.S.
VANE
FOOTER
A
WBF - BANKFUL WIDTH
ROCK CROSS VANE
5T,8
1/3 BANKFULL
N.T.S.
36' TYPE 'A" VANE ROCK
36' TWE 'A' FOOTER ROCK
WIDTH
_ BANKFULL EUIVATION IRE _
PROPOSED GRADE
THALWEGWIDTH
FLOW
MAINTAIN Ewsnrvc
DRAINAGE
(LOCAs ON—�
VARIES)
VARIES
DEPENDINGON
> Ti
12'
ALL EG
Rr
LocAnaN (
ELEVATION AND STATION
A
LOCATION POINT AS SHOWN
ON PROFILE,LOCAn ONS MAY
STARTING
BE ADJUSTED BY ENGINEER
15 -JO'
POINT
AT TIME OF INSTALLATION
DOWNSTREAM DISTANCE
VARIES. SEE PLAN VIEW
FLOW
FOR STARTING AND
ENDING LOCATIONS.
VANE
FOOTER
A
WBF - BANKFUL WIDTH
ROCK CROSS VANE
5T,8
PLAN VIEW-TVPICAL
N.T.S.
36' TYPE 'A" VANE ROCK
36' TWE 'A' FOOTER ROCK
11 IY �
_ BANKFULL EUIVATION IRE _
PROPOSED GRADE
FLOW
MAINTAIN Ewsnrvc
DRAINAGE
CHANNEL INVERT
ROCK CROSS VANE
SECTION -A N. T. S.
SHRUBS
EXISTING CHANNEL RAW(
/- COMPACTED FILL
VARIES
TYPE 4 COIR FABRC
WITH LIVE STAKA'c
R
INSTALL TYPE "A'
RIPRAP TOE I STONE �.
' �
3THICK (u IN)
2
CEOTEXTILE FABRIC
EMRED 1' MIN.
SLOPE BAn1KS, INSTALL COIR FABRIC,
WILLOW STAKING, SHRUB PLANTING IG78
8
ft
�NIs 1-d d
� W{�
F" Gf C
a o a044))
Do
U �
m
O M
� I
O CNN
m co N
Y N N
a s U v 19
J O Z W to
_a coN
Lo
Liof O a N .
O
J — -i
n 7 L O x
N N U r',
IQ
F
OR
v
w
O
CL
a o a
0
J Z
o Q F
O`
` � W
Ii
LLv/
U co
U
m
v
m
11
y`�yy"�!.J
11 IY �
MAINTAIN Ewsnrvc
DRAINAGE
J _
> Ti
12'
4
Rr
SHRUBS
EXISTING CHANNEL RAW(
/- COMPACTED FILL
VARIES
TYPE 4 COIR FABRC
WITH LIVE STAKA'c
R
INSTALL TYPE "A'
RIPRAP TOE I STONE �.
' �
3THICK (u IN)
2
CEOTEXTILE FABRIC
EMRED 1' MIN.
SLOPE BAn1KS, INSTALL COIR FABRIC,
WILLOW STAKING, SHRUB PLANTING IG78
8
ft
�NIs 1-d d
� W{�
F" Gf C
a o a044))
Do
U �
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O CNN
m co N
Y N N
a s U v 19
J O Z W to
_a coN
Lo
Liof O a N .
O
J — -i
n 7 L O x
N N U r',
IQ
F
OR
v
w
O
CL
a o a
0
J Z
o Q F
O`
` � W
Ii
LLv/
U co
U
m
v
m

MAINTAIN EXISTING
DRAINAGE
LIMITS OF EXCAVATIC
OR FILL BEFORE WRA
EARTH INSTALLATION
BENCHED AND COMPACTED
FILL, 85% ASTM D698
BRANCHPACKING SHALL CONSIST OF APPROVED—
SPECIES LISTED IN TECHNICAL SPECIFICATIONS
AND SHALL BE INSTALLED BETWEEN LIFTS AS SHOWN
AT A LONGITUDINAL SPACING OF 2.5 INCHES ON CENTER,
CUTTINGS SHALL BE AT LEAST 48' LONG AND HAVE
A DIAMETER BETWEEN 1/4' AND 1/2". LEAVES
AND SIDE BRANCHES SHALL REMAIN INTACT.
TYPICALLY, MATTING MAY VII
BE PLACED AROUND BASE .
OF EXISTING TREE. k
NO FILL SHALL BE
PLACED AROUND TREE
"STALL WRAPPED EARTH WITH WOVEN
COIR FABRIC TYPE 4, BRANCH PACKING AND
SEED BANK FACE (TM)
INSTALL
RIP RM TOE -ST
3' THICK (MIN) TYPE 2
36' GEOTEXTLE FABRIC
WRAPPED EARTH SLOPE S►s
N. T.S.
r COMPACTED FILL
N 12 LIFTS
18" F
4
TO MINIMIZE SETTLEMENT ,
FIRMLY TO
PLANT BA
PROVIDE MINIMAL PRUNING. ONLY
TO CORRECT DAMAGED BRANCHES.
DO NOT CUT LEADERS,
STRAP LOOP WITH KNOT
TREE WRAPPING (IF SPECIFIED)
NATURAL ROOT COLLAR
3' - 5' ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF BURLAP. NO SYNTHETIC MATERIAL.
CUT AND REMOVE UPPER 1/2 OF
WIRE BASKET (FROM ROOT BALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WOOD MULCH
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SGL MIXTURE
AS SPECIFIED
PLANTING PIT
ROCKS IN THE J TURN
SHOULD BE GAPPED 1/4
TO 1/2 WIDTH OF THE
NEXT ROCK
FOOTER
ROCK
SCOUR HOLE
FORMS AFTER -
CONSTRUCTION
PROVIDE MINIMAL PRUNING, ONLY
TO CORRECT DAMAGED BRANCHES,
DO NOT CUT LEADERS.
A _"_,
NOTES
1. MIN. 1/2' WIDTH NYLON STRAPPING MAY BE SUBSTITUTED FOR SISAL ROPE
AND RUBBER HOSE.
2. REMOVE ALL TREATED OR PLASTIC COATED BURLAP, WIRE. STRAPPING OR
NYLON TWINE FROM PLANT BALL.
3. INSTALL TOP OF PLANT BALL MIN. 2' / MAX, 3' ABOVE FINISH GRADE.
4. SOAK PLANT BALL AND RT IMMEDIATELY AFTER INSTALLATION.
5. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH DURLAP OR TREE
WRAP SECURE NEM PAPER. TOP AND BOTTOM WITH HEMP STRING ONLY.
Q LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE OF TREE.
7. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS.
S. DO NOT INSTALL DURING PERIODS OF WET OR FROZEN SGL CONDITIONS.
9. SET TREE VERTICAL IN ALL DIRECTIONS (PRIOR TO STING).
10. IF TREE IS GUYED. EVENLY SPACE GUYS. INSTALL STRAPS TO ALLOW
PLANT MOVEMENT. STAKING, AS A SUBSTITUTE FOR GUYING. SHALL
BE DONE ONLY AFTER TOM APPROVAL.
11. TEMPORARY SAUCER SHALL BE OUTSIDE OF BACKFILL.
TO MINIM SET.EMENT
TYPICAL TREE AND SHRUB PLANTING DETAILS sri.s
N.T.S. lll2
NATURAL ROOT COLLAR
3' - 5" ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF
BURLAP. No SYNTHETIC MATERIAL.
CUT AND REMOVE UPPER 1/2 OF
PARE BASKET (FROM ROOT BALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WOOD MULCH
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SGL MIXTURE
AS SPECIFIED
PLANTING PIT
10P
ROCKS IN THE VANE ARM
SHOULD NOT BE GAPPED
OR HAVE SPACES
EXISTING STREAM BOTTO
STREAM FLOW
30' to 36'
DIAMETER TYPE
'A' BOULDERS —T
BASE FLOW DIAMETER
THOCfER LECfT� _ - -
LOCATION OF T6; '..
STATION CALLOUT 1
N PROFILE VIEW, LOCATION
AY 1 - '�INSTALL FOOTER
MBE ADJUSTED BY ENGINEER
AT TIME OF INSTALLATION ROCKS
SCOUR HOLE SECTION A—A
FORMS AFTER
CONSTRUCTION
FOR SEVERAL J -HOOKS IN A
SERIES. THE TOP OF THE NEXT
J-HOGH SHOULD BE PLACED 90'
OFF THE BASE OF THE UPSTREAM
STRUCTURE. NUMBER OF
J -HOOKS IN SERIES MAY BE
FROM I - 5
SET ELEVATION OF WALL
TO MATCH TOP OF BANK
ELEVATION.
LOCATION OF ELEVATION CALLOUT ffd IN PROFILE NEW
T
EXISTING
i GROUND O
►- lA n
Lo
FOOTER
ROCK
SECTION 8-0
J—HOOK WEIR DETAIL SH a
N.T.S. 3
SECTION A A
N.T.S.
:ABION
ARIES
IEL BOTTOM
7.5' . 3' GABION
TYPE 2 GEOTEXTILE FABRIC
LUSHED LIMESTONE
FACE VIEW
N.T.S.
�'!:%7
•• /
-49 ��'�•E
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DO N N
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13
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-{SPACING VARIES
CITES
1. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION SYSTEM IS PRESENT.
V TRENCH AROUND I I
TI ALM•
ENTRE PLANNG BED
2. INSTALL TOP OF PLANT BALL 2' ABOVE FINISH GRADE.
3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND EACH PLANT BALL.
WHERE CONCRETE EDGING � MINIMUM 2' HT,
IS NOT INSTALLED 4• TYPICAL
V �i."' `iMULCN
4. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION.
FINISH GRADE
5. WHEN CONTAINER CROWN PLANT MATERIAL IS USED IN LIEU OF BALLED
AND BURLAP MATERIAL, REMOVE THE CONTAINER COMPLETELY.
_ BAG(FILL
4' t ( �� ,I �-MIXTU RE AS SPECIFIED PLANTING SGL
i
PLANTING PITj-^_
6. WHEN CONTAINERS ARE REMOVED FROM PLANTS, CORRECT / LOOSEN
I_
MATTED OR ENCIRCLING ROOTS.
III Tif
STAKE
OF BURLAP. NO SYNTHETIC MATERIAL.
FIRMLY TAMP SGL MIX UNDER EACH
(b A'OF
PLANT BALL TO MINIMIZE SETTLEMENT
TO MINIMIZE SETTLEMENT ,
FIRMLY TO
PLANT BA
PROVIDE MINIMAL PRUNING. ONLY
TO CORRECT DAMAGED BRANCHES.
DO NOT CUT LEADERS,
STRAP LOOP WITH KNOT
TREE WRAPPING (IF SPECIFIED)
NATURAL ROOT COLLAR
3' - 5' ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF BURLAP. NO SYNTHETIC MATERIAL.
CUT AND REMOVE UPPER 1/2 OF
WIRE BASKET (FROM ROOT BALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WOOD MULCH
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SGL MIXTURE
AS SPECIFIED
PLANTING PIT
ROCKS IN THE J TURN
SHOULD BE GAPPED 1/4
TO 1/2 WIDTH OF THE
NEXT ROCK
FOOTER
ROCK
SCOUR HOLE
FORMS AFTER -
CONSTRUCTION
PROVIDE MINIMAL PRUNING, ONLY
TO CORRECT DAMAGED BRANCHES,
DO NOT CUT LEADERS.
A _"_,
NOTES
1. MIN. 1/2' WIDTH NYLON STRAPPING MAY BE SUBSTITUTED FOR SISAL ROPE
AND RUBBER HOSE.
2. REMOVE ALL TREATED OR PLASTIC COATED BURLAP, WIRE. STRAPPING OR
NYLON TWINE FROM PLANT BALL.
3. INSTALL TOP OF PLANT BALL MIN. 2' / MAX, 3' ABOVE FINISH GRADE.
4. SOAK PLANT BALL AND RT IMMEDIATELY AFTER INSTALLATION.
5. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH DURLAP OR TREE
WRAP SECURE NEM PAPER. TOP AND BOTTOM WITH HEMP STRING ONLY.
Q LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE OF TREE.
7. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS.
S. DO NOT INSTALL DURING PERIODS OF WET OR FROZEN SGL CONDITIONS.
9. SET TREE VERTICAL IN ALL DIRECTIONS (PRIOR TO STING).
10. IF TREE IS GUYED. EVENLY SPACE GUYS. INSTALL STRAPS TO ALLOW
PLANT MOVEMENT. STAKING, AS A SUBSTITUTE FOR GUYING. SHALL
BE DONE ONLY AFTER TOM APPROVAL.
11. TEMPORARY SAUCER SHALL BE OUTSIDE OF BACKFILL.
TO MINIM SET.EMENT
TYPICAL TREE AND SHRUB PLANTING DETAILS sri.s
N.T.S. lll2
NATURAL ROOT COLLAR
3' - 5" ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF
BURLAP. No SYNTHETIC MATERIAL.
CUT AND REMOVE UPPER 1/2 OF
PARE BASKET (FROM ROOT BALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WOOD MULCH
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SGL MIXTURE
AS SPECIFIED
PLANTING PIT
10P
ROCKS IN THE VANE ARM
SHOULD NOT BE GAPPED
OR HAVE SPACES
EXISTING STREAM BOTTO
STREAM FLOW
30' to 36'
DIAMETER TYPE
'A' BOULDERS —T
BASE FLOW DIAMETER
THOCfER LECfT� _ - -
LOCATION OF T6; '..
STATION CALLOUT 1
N PROFILE VIEW, LOCATION
AY 1 - '�INSTALL FOOTER
MBE ADJUSTED BY ENGINEER
AT TIME OF INSTALLATION ROCKS
SCOUR HOLE SECTION A—A
FORMS AFTER
CONSTRUCTION
FOR SEVERAL J -HOOKS IN A
SERIES. THE TOP OF THE NEXT
J-HOGH SHOULD BE PLACED 90'
OFF THE BASE OF THE UPSTREAM
STRUCTURE. NUMBER OF
J -HOOKS IN SERIES MAY BE
FROM I - 5
SET ELEVATION OF WALL
TO MATCH TOP OF BANK
ELEVATION.
LOCATION OF ELEVATION CALLOUT ffd IN PROFILE NEW
T
EXISTING
i GROUND O
►- lA n
Lo
FOOTER
ROCK
SECTION 8-0
J—HOOK WEIR DETAIL SH a
N.T.S. 3
SECTION A A
N.T.S.
:ABION
ARIES
IEL BOTTOM
7.5' . 3' GABION
TYPE 2 GEOTEXTILE FABRIC
LUSHED LIMESTONE
FACE VIEW
N.T.S.
�'!:%7
•• /
-49 ��'�•E
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T" — to, 4
I
GO
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O K)
u I
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ON O
DO N N
N N
Y
OJ
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Lo L0
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0
a (N o
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13
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PROVIDE MINIMAL PRUNING, ONLY
TO CORRECT DAMAGED BRANCHES
DO NOT CUT LEADERS.
OR
STRAP LOOP WITH KNOT
SYNTHETIC
P. GREEN,
NATURAL ROOT COLLAR
NT FLAGGING3"
- 5' ABOVE FINISH GRADE
OUT AND REMOVE UPPER 1/3
STAKE
OF BURLAP. NO SYNTHETIC MATERIAL.
PER
AND REMOVE UPROOTI
(b A'OF
AWRE ND %T �T (ROMCUT
BALL
THOLE
J` F
3 Q0f
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WOOD MULCH
4" HIGH WATER BERM F
COMPACT FILL TO BE BENCHED IN 5"
J DE
SACKFLL PLANTING SGL MIXTURE SCARIFY
_=
ATryI�fO AS SPECIFIED (TM.)
P SGL MIX UNDER EA
_ PLANTING PIT
TO MINIMIZE SETTLEMENT ,
FIRMLY TO
PLANT BA
PROVIDE MINIMAL PRUNING. ONLY
TO CORRECT DAMAGED BRANCHES.
DO NOT CUT LEADERS,
STRAP LOOP WITH KNOT
TREE WRAPPING (IF SPECIFIED)
NATURAL ROOT COLLAR
3' - 5' ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF BURLAP. NO SYNTHETIC MATERIAL.
CUT AND REMOVE UPPER 1/2 OF
WIRE BASKET (FROM ROOT BALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WOOD MULCH
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SGL MIXTURE
AS SPECIFIED
PLANTING PIT
ROCKS IN THE J TURN
SHOULD BE GAPPED 1/4
TO 1/2 WIDTH OF THE
NEXT ROCK
FOOTER
ROCK
SCOUR HOLE
FORMS AFTER -
CONSTRUCTION
PROVIDE MINIMAL PRUNING, ONLY
TO CORRECT DAMAGED BRANCHES,
DO NOT CUT LEADERS.
A _"_,
NOTES
1. MIN. 1/2' WIDTH NYLON STRAPPING MAY BE SUBSTITUTED FOR SISAL ROPE
AND RUBBER HOSE.
2. REMOVE ALL TREATED OR PLASTIC COATED BURLAP, WIRE. STRAPPING OR
NYLON TWINE FROM PLANT BALL.
3. INSTALL TOP OF PLANT BALL MIN. 2' / MAX, 3' ABOVE FINISH GRADE.
4. SOAK PLANT BALL AND RT IMMEDIATELY AFTER INSTALLATION.
5. WRAP TREES FROM GROUND TO LOWEST BRANCHES WITH DURLAP OR TREE
WRAP SECURE NEM PAPER. TOP AND BOTTOM WITH HEMP STRING ONLY.
Q LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE OF TREE.
7. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS.
S. DO NOT INSTALL DURING PERIODS OF WET OR FROZEN SGL CONDITIONS.
9. SET TREE VERTICAL IN ALL DIRECTIONS (PRIOR TO STING).
10. IF TREE IS GUYED. EVENLY SPACE GUYS. INSTALL STRAPS TO ALLOW
PLANT MOVEMENT. STAKING, AS A SUBSTITUTE FOR GUYING. SHALL
BE DONE ONLY AFTER TOM APPROVAL.
11. TEMPORARY SAUCER SHALL BE OUTSIDE OF BACKFILL.
TO MINIM SET.EMENT
TYPICAL TREE AND SHRUB PLANTING DETAILS sri.s
N.T.S. lll2
NATURAL ROOT COLLAR
3' - 5" ABOVE FINISH GRADE
CUT AND REMOVE UPPER 1/3
OF
BURLAP. No SYNTHETIC MATERIAL.
CUT AND REMOVE UPPER 1/2 OF
PARE BASKET (FROM ROOT BALL
AND PIT).
PROVIDE 6' RADIUS UNMULCHED AREA
ABOVE ROOT BALL
4' LAYER OF SHREDDED PINE WOOD MULCH
TEMPORARY 4' DEPTH EARTHEN SAUCER
BACKFILL PLANTING SGL MIXTURE
AS SPECIFIED
PLANTING PIT
10P
ROCKS IN THE VANE ARM
SHOULD NOT BE GAPPED
OR HAVE SPACES
EXISTING STREAM BOTTO
STREAM FLOW
30' to 36'
DIAMETER TYPE
'A' BOULDERS —T
BASE FLOW DIAMETER
THOCfER LECfT� _ - -
LOCATION OF T6; '..
STATION CALLOUT 1
N PROFILE VIEW, LOCATION
AY 1 - '�INSTALL FOOTER
MBE ADJUSTED BY ENGINEER
AT TIME OF INSTALLATION ROCKS
SCOUR HOLE SECTION A—A
FORMS AFTER
CONSTRUCTION
FOR SEVERAL J -HOOKS IN A
SERIES. THE TOP OF THE NEXT
J-HOGH SHOULD BE PLACED 90'
OFF THE BASE OF THE UPSTREAM
STRUCTURE. NUMBER OF
J -HOOKS IN SERIES MAY BE
FROM I - 5
SET ELEVATION OF WALL
TO MATCH TOP OF BANK
ELEVATION.
LOCATION OF ELEVATION CALLOUT ffd IN PROFILE NEW
T
EXISTING
i GROUND O
►- lA n
Lo
FOOTER
ROCK
SECTION 8-0
J—HOOK WEIR DETAIL SH a
N.T.S. 3
SECTION A A
N.T.S.
:ABION
ARIES
IEL BOTTOM
7.5' . 3' GABION
TYPE 2 GEOTEXTILE FABRIC
LUSHED LIMESTONE
FACE VIEW
N.T.S.
�'!:%7
•• /
-49 ��'�•E
GABON DETAIL , 9
T" — to, 4
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DO N N
N N
Y
OJ
J C) Z N
Lo L0
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a (N o
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3 GD (f) L) r.
13
W
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20051735
NC DEPT OF ENVIRONMENT & NATURAL RESOURC
NC DIVISION OF WATER QUALITY
401 WETLANDS UNIT
1650 MAIL SERVICE CENTER
RALEIGH NC 27699-1650
00570837
p@pmowpm J
SEP 1 2 2005
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
NUMBER
DATE
GR. AMOUNT
DISCOUNT
TAX
ADD. CHRG.
NET AMOUNT
BIGBRANCHCHANNL
07/27/05
475.00
.00
.00
.00
475.00