20052171 Ver 2_Complete File_20060825

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Mr. Keith Huff
City of Winston-Salem
101 North Main Street
Winston-Salem, NC, 27102
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
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DENR - WATER CtUAU-i Y
WETLANDS AND STOMATErR BRANCH
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Huff:
September 5, 2006
DWQ# 05-2171, Version 2
Forsyth County
The City of Winston-Salem has our approval to conduct stream stabilization and enhancement activities, in
accordance with the attached conditions, along a total of 1,095 linear feet of Salem Creek, located between the
Main Street and Broad Street bridges, and 300 linear feet of Tar Branch beginning at its confluence with
Salem Creek, in Winston-Salem, Forsyth County, as described in your application received by the Division of
Water Quality on December 7, 2005. After reviewing your application, we have determined that this activity
is covered by General Water Quality Certification Number 3495, which can be viewed on our web site at
http:/lh2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 27
when it is issued by the U.S. Army Corps of Engineers. In addition, you should secure any other applicable
federal, state or local permits before you proceed with your project, including (but not limited to) those
required by Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. Also,
this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you maybe required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 1,395 linear feet The reach of Salem Creek located between the Main Street and
Broad Street bridges and Tar Branch beginning at its confluence
with Salem Creek in Winston-Salem, Forsyth County

No°` Carolina
?turally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet http//:h2o.enr.state.ne.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Mr. Keith Huff
Page 2, DWQ# 05-2171, Version 2
September 5, 2006
2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class C waters as described in 15A NCAC 02B.0211 Fresh Surface Water Quality
Standards For Class C Waters. Such measures must equal or exceed the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control.11anual. These measures must
be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor
owned and leased borrow pits, which are associated with this project.
3. 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 measures in wetlands or 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.
4. To the extent practicable, structures and devices that provide energy dissipation for stormwater flow
shall be utilized for all point-source discharges of stormwater into the stream channels.
5. 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.
6. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been completed.
This certificate should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the
address listed on the form. Along with the Certificate of Completion, please send photographs showing
all restored stream reaches.
If you do not accept any of the conditions of this certification, 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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4600 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
Sincerely,

Alan W. Klimek, P.E.
Mr. Keith Huff
Page 3, DWQ# 05-2171, Version 2
September 5, 2006
AWK/cdl
Attachments
cc: Mr. John Thomas, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
Triage Check List
Date: 8/29/06 Project Name: COWinston-Salem: Salem Creels
DWQ#: 05-2171, Ver. 2
County: Forsyth
Daryl Lamb, Winston-Salem Regional Office
To:
60-day processing time: 8/25/06 - 10/23/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
V2, r1 1
I?VI[1S[OIl 5?[?ill
August 3, 2006 _ Public Works Department
Stormwater Division
City of Winson-Salem
Ms. Cyndi Karoly Po. Box 2511
N.C. Division of Water ualit U'incl 33l6.747 NC 27102
Q y 'I Tcl .7450
401/Wetlands Unit ; Fax [phone]
1650 Mail Service Center www.citynfws.ntg
Raleigh, NC 27699-1650
Re: Salem Creek Stream Enhancement Project (Tar Branch section added)
Addendum to Action ID 200620216 and DWQ Project # 05-2171
Dear Ms. Karoly:
Enclosed for your consideration and approval is an addendum to the US Army Corps nationwide permit
27 and the Division of Water Quality's general certification 3495 for stream restoration, enhancement
and stabilization and wetland and Riparian Restoration and Creation activities for the Salem Creek
stream enhancement project (Action ID 220620216).
The work on Salem Creek was completed in March 2006 but the City of Winston-Salem has decided to
enhance an adjacent, 300-foot section of Tar Branch. The original project consisted of enhancement of
1,095 linear feet of stream from Main Street to Broad Street along Salem Creek. This addendum to the
original project will enhance approximately 300 linear feet on Tar Branch at the confluents of Salem
Creek. The enclosed plans describe this work. Tar Branch enters the north side of Salem Creek
approximately 100 feet downstream from the Main St. bridge. The channel will be reshaped to deliver
bankfull discharge with minimal channel erosion. Six cross vanes and five constructed riffles will be
built to allow the channel to transport erosive storm flow and maintain the channel depth. The benches
and streambanks will be seeded immediately, covered with matting, and planted with live stakes and ball
and burlap shrubs in the fall. The same methods that were used on Salem Creek will be applied to Tar
Branch. However, no kudzu removal is required in this area.
Thank you in advance for your assistance. If I can be of any further assistance, please do not hesitate to
contact me at [phone].
Si
Keith D. Huff
Stormwater Manager
City of Winston-Salem
Enclosures
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Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. V ,,, o5 - a vi
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ? ?(]
II. Applicant Information ?Q v D
o ?? 6
1. Owner/Applicant Information
p,?Ca
Name: City of Winston-Salem ,,,,???
Mailing Address: c/o Mr. Keith Huff 11ra?!ctl?l
101 N. Main Street ;.1u10
Winston-Salem, NC 27102
Telephone Number: 336-727-6962 Fax Number: 336-748-3173
E-mail Address: keithhl(a,cityofws.org
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Salem Creek
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 6835-20-4352
4. Location
County: Forsyth Nearest Town: Winston Salem
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take I-40 `'Vest towards
Winston-Salem to Exit 193. Take HWY 52 north and turn left onto Fayetteville Street.
Property is located along Salem Creek between the Main and Broad Street Bridges.
5. Site coordinates, if available (UTM or Lat/Long): 80° 14' 32.9" W , 36° 4' 47.3"N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Urban setting in downtown Winston-Salem
7. Property size (acres): 6
8. Nearest body of water (stream/river/sound/ocean/lake): Salem Creek
9. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htti)://h2o.eiir.stite.iic.us/adniin/niaps /.)
Page 2 of 9
10. Describe the purpose of the proposed work: An addendum to the Salem Creek
enhancement project. The stream enhancement of Tar Branch at the confluents of Salem
Creek will consist of enhancement of approximately 300 linear feet of stream channel.
Currently, the channel is confined by failing concrete walls and rubble. A bankfull design
channel will be constructed and constructed riffles and cross vanes will be incorporated to
provide grade control and to keep flows centered in the thalwag. Upon completion, the
channel will have a stable dimension, pattern and profile. The benches and stream banks will
be seeded immediately, covered with matting and planted with live stakes and burlap shrubs
in the fall. Not for mitigation.
11. List the type of equipment to be used to construct the project: Track hoes, dump
tricks, and planting machinery.
12. Describe the land use in the vicinity of this project: Urban area in downtown Winston-
Salem
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.
The first phase of the project consisted of 1,095 linear feet of stream channel stabilization and
enhancement on Salem Creek located between Main St and Broad St in Winston-Salem Fors t?h
County. The City of Winston-Salem received approval for the first phase of this project on
January 3, 2006 (DWQ# 05-2171 and USACE action ID 20060216, approval notification
attached). Tar branch is a tributary of Salem Creek that drains part of down town Winston-
Salem. The City intends to enhance approximately 300 feet of the Tar Branch stream channel at
the confluents of Salem Creek.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
Page 3 of 9
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.,i?ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
( leasespecify)
I Stream
Enhancement 300 Tar Branch, Tributary
to Salem Creek 8 ft Perennial

Page 4 of 9
"' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightcning, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps arc available through the USGS at 1-800-358-9616, or online at
www.usks.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
vv;ww.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 300
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): 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
Page 5 of 9
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Proposed impacts are required to enhance stream functions. Project will result in enhancing
approximately 300 linear feet (LF) of Tar Branch at the confluents of Salem Creek. The project
will remove existing rubble and concrete, and then replace it with native riparian vegetation and
flow diverting structures. A pump around will be constricted to allow installation of these
features in the "dry", all other sedimentation and erosion control features will be maintained as
required.
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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.eiir.state.nc.us/ncwctlands/stnngide.thtml.
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.
Page 6 of 9
This project does not require mitigation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at t,up://1120.enr.state.nc.tis/wai/index.btm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): 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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Page 7 of 9
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; "Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Page 8 of 9
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
J
8/x/06
Applicafit/Agent's Signature ' I Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
OF.? ?R
O r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 3, 2006
DWQ# 05-2171
Forsyth County
Mr. Keith Huff
City of Winston-Salem
101 North Main Street
Winston-Salem, NC, 27102
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Huff:
The City of Winston-Salem has our approval to conduct stream stabilization and enhancement activities, in
accordance with the attached conditions, along a total of 1,095 linear feet of Salem Creek located between the
Main Street and Broad Street bridges in Winston-Salem, Forsyth County, as described in your application
received by the Division of Water Quality on December 7, 2005. After reviewing your application, we have
determined that this activity is covered by General Water Quality Certification Number 3495, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use
Nationwide Permit Number 27 when it is issued by the U.S. Army Corps of Engineers. In addition, you
should secure any other applicable federal, state or local permits before you proceed with your project,
including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and Water
Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permit expires
unless otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 1,095 linear feet The reach of Salem Creek located between the Main Street
and Broad Street bridges just south of Old Salem in
Winston-Salem, Forsyth County

One
NorthCarolina
Naturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC: 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet hftpl/:h20renr.statenc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Mr. Keith Huff
Page 2, DWQ# 05-2171
January 3, 2006
2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class C waters as described in 15A NCAC 02B.0211 Fresh Surface Water Quality
Standards For Class C Waters. Such measures must equal or exceed the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. These measures must
be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor
owned and leased borrow pits, which are associated with this project.
3. 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 measures in wetlands or 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.
4. To the extent practicable, structures and devices that provide energy dissipation for stormwater flow
shall be utilized for all point-source discharges of stormwater into the main channel.
5. 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.
6. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been completed.
This certificate should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the
address listed on the form. Along with the Certificate of Completion, please send photographs showing
all restored stream reaches.
If you do not accept any of the conditions of this certification, 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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4600 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
Sincerely,
-
Alan W. Klimek, P.E.
v

Mr. Keith Huff
Page 3, DWQ# 05-2171
January 3, 2006
AWK/cdl
Attachments
cc: Mr. John Thomas, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200620216 County: Forsyth
GENERAL PERNIIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: City of Winston-Salem
Keith Huff
Mailing Address: 101 N. Main Street
Winston-Salem, North Carolina 27102
Authorized Agent: Chris Roessler
Buck Engineering
Mailing Address: 8000 Regency Parkway Suite 200
Cary North Carolina 27511
Telephone No.: [phone]
Telephone No.: [phone]
Location of property (road name/number, town, etc.): Salem Creels Stream Restoration project site located west of
Main Street, in Forsyth County, North Carolina. The project is located adjacent to Salem Creels
Site Coordinates: 360446.23 ON 801432.63 °W , USGS Quad: Winston-Salem
Waterway: Salem Creek River Basin: Yadkin
HUC: 03040101
Description of projects area and activity (see page 2 for a summary of authorized impacts): Proposed Salem Creek
Stream Restoration Project as described in your construction plan included with your application of December 07,
,2005, to restore 1,095 linear feet of stream channel of the jurisdictional waters of Salem Creels.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 27
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittec to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact John Thom s at telep one (91? 876-8441, ext 25.
Corps Regulatory Official Date: 12/13/2005 Verification Expiration Date: 03/18/2007
Copy Furnished: agent
Page 1 of 2
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PROJECT I r
LOCATION
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VICINITY MAP
INDEX OF SHEETS
1----------- TITLE SHEET
1-A-- -------- GENERALNOTES,STANDARD
SPECIFICATIONS, AND
VEGETATION SELECTION
1-B - -- -- • ----- CONVENTIONAL SYMBOLS
2 TO 2-B- - ---- STRUCTURE DETAILS
3- ----------- CONSTRUCTIONSQUENCE
AND QUANTITIES
4------------ PLAN/PROFILE SHEET
5 --- - - - --- --- - EROSION CONTROL PLAN SHEET
CITY OF WINSTON - SALEM
STORMWATER DIVISION
H COUNTY
FORSYz
OCATION. Tar Branch - Tributary to Salem Creek, along Main Street
L
near downtown Winston-Salem.
TYPE OF WORK. Stream Enhancement and Stormwater
Best Management Practices.
NOTE: ?? QUKLITY
r 'tti7ER6RfhClt
THESE PLANS ARE AN ADDENDUM TO THE
PLANS FOR SALEM CREEK ENHANCEMENT
(416106)
v2, oS-a'1_1I
GRAPHIC SCALES
2,0 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
PREPARED IN THE OFFICE OF
Buck Engineering
A UM ofM?Nael Bake,
8000 Re9e-y Parkway
Su1e 300
Cary, NORTH CAROLINA 27511
PRONE: 919.463.5488
FAX: [phone]
'
-...-.. -.--...,». ».,...-...-----........ter k ? ?
ENO CONSTRUCTION
BEGIN CONSTRUCTION lA 12+92.24
S TA. 10?W 00
-- --=-;
12 X??
10'
pipp p p Zo p ° - -
- -ti -? ( -. - , o ° _T? ° Q op4 _ Dc6p0 o Op p ° p p0 i - ?p c a 0
0
"177,..w?., _ OoD p 0 ._ °
7-7
000 00 °a -
-? aao°98 a ?o9 o°0B - 990 oa pGF poE?°po oopo !?''
?99
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DESIGN DATA
EXISTING STREAM LENGTH = 297 LF
PROPOSED ENHANCED STREAM LENGTH = 292 LF
+
A
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CONTACT. KEITH HUFF
PROJECT MANAGER
er4n w rriaT ?roo ru wm rvr.
C 108765 1 8
Nqp 83
KEVIN L. TWEEDY, PE
PROJECT ENGINEER
To Be Determined
LEI-MG DATE:
CHRIS ROESSLER
PROJECT MANAGER
PROJECT ENGINEER
????00.1?1 CARpj? ,,?,
?; •?FES it p4; ?9 ?:
SEAL
027337
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CONVENTIONAL
N

°a3=
ROCK J-HOOK
°0

Cif ROCK VANE

OUTLET PROTECTION

ROCK CROSS VANE

DOUBLE DROP ROCK CROSS VANE

c SINGLE WING DEFLECTOR
DOUBLE WING DEFLECTOR
TEMPORARY SILT CHECK
ROOT WAD
ao LOG J-HOOK

SYMBOLS

®- SAFETY FENCE

-TF- TAPE FENCE

-FP- 100 YEAR FLOOD PLAIN

?- CONSERVATION EASEMENT

EXISTING MAJOR CONTOUR

- - - - - EXISTING MINOR CONTOUR
FOOT BRIDGE
;-J- TEMPORARY STREAM CROSSING
Eu--R PERMANENT STREAM CROSSING
® TRANSPLANTED VEGETATION

GENERAL NOTES

. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO MOVE
BOULDERS 3FT X 3FT X 2FT (APPROXIMATELY 2 TONS).
PROJECT REFERENCE NO. SHEET No.
! PROJECT ENGMEER -A
I
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2,, ?ESilph'?';,

I` SEAL D
Dzi»>

N clKAE4a,
I
DATE
I
SUCK ENGINEERING
AVNIT Of ANC-ER 8A R
_ SON Rpnry P-,y
• C-. NORTH CANOLINA 27511
,. „..., :. vxoNe Rn,6A S.
FAR: 1,0.,615,90
® LOG VANE TREE REMOVAL
STANDARD SPECIFICATIONS
® LOG WEIR 15` TREE PROTECTION
n LOG CROSS VANE CONSTRUCTED RIFFLE W/ PLUNGE POOL EROSIONAND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
DECEMBER 1993
CONSTRUCTED RIFFLE
00 BOULDER CLUSTER 6.62 SILT FENCE
6.06 TEMPORARY CONSTRUCTION ENTRANCE
ROCK STEP POOL
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
VEGETATION SE LECTION
SEE SHEET 1-A OF SALEM CREEK ENHANCEMENT PLANS 416/06
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'S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement ....................... ....
Curb ..................................... ......
Prop. Slope Stakes Cut ................. ....... _ _ _ t _
Prop. Slope Stakes Fill ,,,,,,,,,,,,,,,,, ,,,,,,, _-_ ?_
Prop. Woven Wire Fence,,,,,,,,,,,,,,, ,,,,,, °
Prop. Chain Link Fence ............... ......
Prop. Barbed Wire Fence„,,,,,,,,,,,,, ,,,,,,
Prop. Wheelchair Ramp ................ ......
Curb Cut for Future Wheelchair Romp . ...... u
Exist. Guardrail ......................... ......
Prop. Guardrail .......................... ......
Equality Symbol ........................ ......
Pavement Removal ....................... ......
RIGHT OF IVAY
Baseline Control Point ................... . . ...
Existing Right of Way Marker ........... ....... A
Exist. Right of Way Line wiMarker ....... ...... - ?-
Prop. Right of Way Line with Proposed
R/W Marker (Iron Pin & Cap) ........ ......
Prop. Right of Way Line with Proposed
(Concrete or Granite) WW Marker ..... ......
Exist. Control of Access Line ............. ...... _
.A,
Prop. Control of Access Line ............. ......
Exist. Easement Line ..................... ......
Prop. Temp. Construction Easement Line
...... -E
Prop. Temp. Drainage Easement line
... ...... -reB
Prop. Perm. Drainage Easement Line
... ...... _PM
STATE CI' NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
_ MINOR Recorded Water Line
_ Head & End Wall .......................... c\ Designated Water Line (S.U.E.*) ..............
- Pipe Culvert .................................. . - - - - Sanitary Sewer ................................ ss-ss-
- Footbridge ..................................... .> - ____-_< Recorded Sanitary Sewer Force Main ...... -rss-rss-
- Drainage Boxes. . .............................. ca Designated Sanitary Sewer Force Main(S.U.E.' )-,ss--ss-
- Paved Ditch Gutter ......................... . Recorded Gas Line
Designated Gas Line (S.U.E.*) ................ _ -?- --C- _
UTILITIES Storm Sewer ..................................
-s-
Recorded Power Line ......................... -,?-
Exist. Pole
- .................................... .
Exist. Power Pole ............................... Designated Power Line (S.U.E.") .............
Prop. Power Pole .............................. b Recorded Telephone Cable .................. -,-,-
Exist. Telephone Pole ................... Designated Telephone Cable (S.U.E.')
,,,.,,,
Prop. Telephone Pole .......................... -<> Recorded UG Telephone Conduit ....... s
s

Exist.loint Use Pole ............................
1 c-
c-
Designated WG Telephone Conduit (S.U.E.")

Prop. Joint Use Pole .........................
.& - -rc- -ic- -

Telephone Pedestal Unknown Utility (S.U.E.*) .................. -mn-e,n-
...........................
UG Telephone Cable Hand Hold..--....... 0
Recorded Television Cable
-„_,N-
Cable TV Pedestal ............................
ID Designated Television Cable (S.U.E.*) .,,,,,, __sv__TY__
UIG TV Cable Hand Hold .................... © Recorded Fiber Optics Cable ............... -so-ro-
U?G Power Cable Hand Hold ................. © Designated Fiber Optics Cable (S.U.E.") -

Hydrant .........................................
0 .,.,,
Exist. Water Meter
........................... __
so--ro
0
Satellite Dish ...................................
E
i YJ UG Test Hole (S.U.E.*)
x
st. Water Valve
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.............
-
Sewer Clean Out
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.............
Q Abandoned According to LVG Record........ ArnH

Power Manhole
End of Information ,,,,,,,,,,,,,,,,,,,,,,,,,,„ -
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................................
Telephone Booth ............................... ID
_ Cellular Telephone Tower .....................
Water Manhole ................................
Light Pole ...................................... L3
- H-Frame Pole .................................. ?o
P L- T
HYDROLOGY
Stream or Body of Water ............... ..... _
River Basin Buffer
,,,,,,,,,,,,,,,,,,,,,,,,
Flow Arrow .. ,,,,,, R68
...........
Disappearing Stream ............
......... ..... _
Spring .................................... ..... 0-
Swamp Marsh ............................ ..... 1
Shoreline .................................. ..... -------
Falls, Rapids ............................... ..... - -? - -
Prop Lateral, Tail, Head Ditches ......... .....
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert
...............
Bridge Wing Wall, Head Wall
and End Wall ......-
ower Ine ower .............................. N
Pole with Base ................................ 0
Gas Valve ..................................... 0
Gas Meter ..................................... 0
Telephone Manhole ............................ (D
Power Transformer ............................. 0
Sanitary Sewer Manhole.. . .......... ......... -
Storm Sewer Manhole ........................ O
Tank; Water, Gas, Oil ,,,,,,,,,,,,,,,,,,,,,,,,,
Water Tank With Legs ......................... 0
?^{
Traffic Signal Junction Box .....................
Fiber Optic Splice Box ......................... ILI
Television or Radio Tower ....................
Utility Power Line Connects to Traffic
Si nal Lines Cut 1 t th P t
g n o e ovemen .........., -rs-rs-
C1 CONC ,
CONC N.(
BOUNDARIES & PROPERTIES
State Line .................................... ------
County Line
Township Line ................................. - -- -
City Line ........................................ - ---
Reservation line ........ ............... .......... -_---_
Property Line. ......................... -------
Property Line Symbol. .........................
R
Exist. Iron Pin ..................................
Property Corner ................................ - -+
Property Monument ............................
Property Number ..............................
Parcel Number ................................. 123
6
Fence Line .................................... _x-x-x_
Existing Wetland Boundaries .........
......... ¦. b ISBN
- _NEB- _
High Quality Wetland Boundary .............. -Na NCB-
Medium Quality Wetland Boundaries........ -„o ¦LB-
Low Quality Wetland Boundaries ............. -EB NEB-
Proposed Wetland Boundaries ................ -NEB-
Existing Endangered Animal Boundaries...... - _ EAB- _
Existing Endangered Plant Boundaries ........ - _EPB- -
BUILDINGS & OTHER CULTURE
Buildings ......................................
Foundations ....................................
L
Area Outline ................................. C -r
'V

Gate
...........................................
Gas Pump Vent or WG Tank Cap ............ Y
Church
School .........................................
Park .......................................... ?- -
Cemetery ....................... - -
?-
Dam ...........................................
Sign ............................................ o

Well ............................................ o
Small Mine .................................... k
Swimming Pool ................................
TOPOGRAPHY
Loose Surface ..........
Hard Surface ...........
Change in Road Surface
Curb ..............
Right of Way Symbol ........................ . Raw
Guard Post .................................. 0CP
Paved Walk _
Brid
ge ........................................
Box Culvert or Tunnel
.... - - - - - -
................ .
Ferry ......................................... -------
Culvert .................:.
Footbridge .....................
........
..............
Trail, Footpath ................................ -
Light House ...................................
VEGETATION
Single Tree .................................... 0
Single Shrub .................................. o
Hedge .........................................
Woods Line ..................................... f.r, t
Orchard ....................................... 000000
Vineyard ...................................... F_verAao 1
RAILROADS - - -
Standard Gauge
CS, F...Spw"a
RR Signal Milepost o
YIlfOI ?
Switch .........................................
CONSTRUCTED RIFFLE/PLUNGE POOL SEQUENCE
T01
OF
PLAN VIEW
s01NT
DEGREE ANGLE
kO OF RIFFLE
EROSION CONTROL
_
pnm
44-':a-1,3E
CEN760ULD BELOWADJACENTBOULD
SECTION B - B
18- NOM. THICKNESS WELL GRADED MIX
OF CLASSA STONE AND CLASS B STONE
SHOULD BE USED UPSTREAM OF RIFFLE
HEADERS
BURY BOULDERS I4-BELOW BED
- 18" NOM. THICKNESS WELL GRADED MIX
OF CLASS A STONE AND CLASS B STONE
RIFF1f
Y
PLUNGE
POOL > Rlpp(E
FILTER
FABRIC
PLUNGE
POOL
FILTER
FABRIC
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PUBLIC ROAD
- - - - - - - - - - - - - - - - - - - - - - - - -
NO.
PROJECT ENGINEER
EA
?`o`SiSIpN%
SEAL /s >a5l)B.
037337
06
??'%1H L Lwto`?? I
DATE:
8 kE PI..Mnp
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lr PUBLIC ROAD
6'MINIMUM THICKNESS OF
WASHED CUSS A STONE
0 0 0
FILTER FABRIC
NOTES:
18' NOM. THICKNESS WELL GRADED MIX SPECIFICATION N0.606 - CONSTRUCTION ACCESS 'N.C. EROSION AND SEDIMENT
OF CLASS A AND 157 STONE CONTROL PLANNING AND DESIGN MANUAL DECEMBER 1993'
PROFILE A -A
(WITH REP" nON)
TYPICAL RIFFLE POOL AND BANKFULL BENCH CROSS SECTIONS
LOP OF TERRACE
?asa?. wa ?as
SLOPE VARIES SLOPE VARIES
15
RIFFLE WITH BANKFULL BENCH
TOP OF TERRACE
I
E? a S T YAh1 U-5
?-I

SIOPE VARIES
1'.1-15
J,E " 5? SLOPE VARIES
I
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B
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POOL WITH BANKFULL BENCH
U T1
RIFFLE POOL
27.0 30.8 VADTH OF EANKFULL(Wokl)
24 4,0 MAXIMUM DEPTH (D-M-)
120 125 WIDTH TO DEPTH RATIO (WDMI D)
-0 68.0 EANKFULL AREA (A6kI) NOTES.
130
2 1 60
- BOFLE SI SLO ES 1. DURING CONSTRUCTION CORNERS OF DESIGN CHANNEL WILL BE ROUNDED
RIFFLE 51 DE SLOPES

31 AND A THALWEG WILL BE SHAPED PER DIRECTION OF ENGINEER
POOL SIDE SLOPES
REPEAT CONSTRUCTED
RIFFLE
SQUARE CUTTOP
BUDS FACING UPWARD
UVE CUTTING
MIN. 1R-DLA
7.3 LENGTH
ANGLE CUT
30.45 DEGREES
LIVE STAKE DETAIL
TOP OF
STREAMBANK - TOP OF STREAMBANK
1 1 1 1 '
1 1 1
-1 1 1. PUNT STAKES FROM TOP OF BANK
TO TOE OF BANK IN A STAGGERED,
DIAMONO-SHAPED PATTERN.
TOE OF SLOPE 1 1 1_
PLAN VIEW
NOTES
1. EXCAVATION SWILL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM
STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED
IN ONE WORKING DAY.
4. THE PUMP-AROUND PUMP SHOULD ADEQUATELY CONVEY 1.0 CFS (450 GALLONS STABILIZED INLET
PER MINUTE).
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NOTES
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK
5. STAKES SHOULD BE 1,7 TO 21NCHES IN DIAMETER AND 2 TO 3 FT LONG.
6. STAKES SHOULD BE INSTALLED LEAVING I/5 OF STAKE ABOVE GROUND.
EROSION CONTROL MATTING
PUCE COIR FIRER MATTING IN 6-INCH DEEP
TRENCH, STAKE, BACNFILL, ANO COMPACT
TOP OF STREAMBANK
NOTES.
TOE OF SLOPE 1. BANKS SHOULD BE SEEDED PRIOR TO
PLACEMENT Oi MATTING.
1. PUCE COIR FIBER MATTING ACCORDING TO
PUCE COIR FIBER MATTING IN 6-INCH DEEP 3 MATTING STARES SHOULD REPLACED
TRENCH, STAKE. BACKFILL, AND COMPACT INADWAONJSHAPED PATTERN.
BOTTOM OF CHANNEL
CROSS-SECTIONAL VIEW
THE WOOD STAKE SHALL SE THE NORTH AMERICAN
GREEN ECO-STAKE OR APPROVED ED UAL WITH THE
FOLLOWING DIMENSIONS
LEGLENGTH 1100TH 2194 CM
HUDWOTH 125TH 3.16CM
HUD THICKNESS O40 IN 102 CM
LEG WIDTH 060TH 152 CM APERED TO POIN
LEG IALTHICKNESS aaDlNU
- O2cM
IOTAtLENGGTH TH
TYPICAL MATTING STAKE
1200IN 7043CM
FLOW
1 ?
a
CONSTRUCTION AREA UPSTREAM
/ STONE CLASS A
STILLING BASIN
(2 FT. MAX DEPTH) /
?-FILTER FABRIC
BOULDERS
EXISTING CHANNEL
PLAN VIEW
NOTES
CLEAN OUT STILLING BASIN OF TRAPPED SEDIMENT PRIOR TO REMOVAL
SILT CHECK
CUSS A STONE
TYPICAL PUMP AROUND OPERATION
PUMP-AROUND PUMP
TEMPORARY FLEXIBLE HOSE
4
D
IMPERVIOUS DIKE
(SEE PROJECT SPECIAL PROVISIONS)
DITCH
DIT
CH

TOP OF 1 1 1

------ 1 1 1 1
--
-- 1 1 1 1 1 P
70 OF STREAMBANK
DEWATERING PUMP

TREAMBANK
1 / 1

- -
-
- _
1 1 1 1

-
-
-
- - - _
- 1 --

-
1

_
-
-
1 1
1
1
? 1
1
?
- - -o - - - - - 1 - STAKES SPECIAL STILLING BASIN
1 1 1 / 1 1 1 1 1 / 1 (SEE PROJECT SPECIAL PROVISIONS OR
/ / 1 1 / / 1 1 STABILIZED OUTLET)
1 1 1 1 1 1 1 1
1 1 1
1 1 1
1 1 SPECIAL STILLING BASIN
1 1 1 1 1 1 1 1 1 1 / 1 COIR FIBER MATTING TO BE (SEE PROJECT SPECIAL PROVISIONS)
1 1 / 1 1 / i / / / i 1 EXTENDED TO TOE OF SLOPE
l
fl
PLAN VIEW '
(SEE PROJECT SPECIAL PROVISIONS)
IMPERVIOUS DIKE
7
I'
- FILTER FABRIC
CROSS SECTION
I
11 BANKFUIL
MAXIMUM DEPTH
SANDBAG/STONE
BASEFLOW
- - -? -
WORKING
RE
A
A
FILTER FABRIC FOR DRAINAGE IMPERVIOUS SHEET
IMPERVIOUS DIKE
;ROUND
FILTER
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED
PROJECT YA)RKNC AREA
2. THE CONTRACTOR VALL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY
FLEXIBLE HOSE THAT VALL CONVEY THE BASE FLOW FROM UPSTREAM OF THE VARK
SITE TO THE SPECIAL STIWNG BASIN OR STABILIZED OUTLET.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR
STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED
TO DEWATER THE ENTRAPPED AREA THE PUMP AND HOSE FOR THIS PURPOSE SHALL
BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA THIS WATER VALL FLOW IMO
A SPECIAL STILLING BASIN.
S. THE CONTRACTOR VALL PERFORM STREAM RESTORATION YORK IN ACCORDANCE
WITH THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE
REMOVAL OF THE IMPERVIOUS DIKE REMOVE IMPERVIOUS DIKES, PUMPS, AND
TEMPORARY FLEXIBLE HOSE STARTING WITH THE DOWNSTREAM DIKE FIRST.
7. THE CONTRACTOR VIA LL COMPLETE ALL GRADING AND STABILIZATION IN ONE DAY
V14THIN THE PUMP AROUND AREA BETWEEN THE IMPERVIOUS DIKES.
B. ONCE THE WORKING AREA IS COMPLETED. REMOVE THE STILLING BASINS AND
STABILIZE DISTURBED AREAS VATH SEED AND MULCH.
PROJECT ENGINEER
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NOTES
I. USE FILTER FABRIC A MINIMUM OF WIN WIDTH AND
FASTEN ADEQUATELY TO THE POSTS AS DIRECTED
BY THE ENGINEER.
2. PROVIDES' STEEL POST OF THE SELF-FASTENER
ANGLE-STEEL TYPE
TEMPORARY SILT FENCE
FILTER FABRIC -
COMPACTED FILL
8'
STEEL POST
PLANTING SPECIFICATIONS
NOTES
1. PLANT BARE ROOT SHRUBS AND TREES TO THE WIDTH OF THE
TOP OF STREAMBANK BENCH
2 ALLOW FOR 10-15 FEET BETWEEN PLANTINGS, DEPENDING ON SIZE.
3. LOOSEN COMPACTED SOIL
d. PLANT IN HOLES MADE BY A MATTOCK DIBBLE, PLANTING BAR,
OR OTHER APPROVED MEANS.
5. PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS
TO SPREAD OUT AND DOWN WITHOUT JAOOTING.
6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT
BY MEANS OF WET CANVAS, BURLAP, OR STRAW
7. HEEL-IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARRIVAL TO PROJECT SITE
BOTTOM OF CHANNEL
CROSS SECTION VIEW OF BARE-ROOT PLANTING
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EXTENSION OF FABRIC
INTO TRENCH -
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NOTES
1. WHEN PREPARING THEHOLEFORAPOTTEDPUNTORSHRUB
OIG THE HOLE 8 -12INCHES LARGER THAN THE DWAETER OF THE
POT ANO THE SAME DEPTH AS THE POT.
2. REMOVE THE PLANT FROM THE POT. LAY THE PLANT ON ITS SIDE
IF NECESSARY TO REMOVE THE POT.
1 IF THE PUNT IS ROOTBOUND (ROOTS GROWING IN A SPIRAL
AROUND THE ROOT BALL). MAKE VERTICAL CUTS WITH A KNIFE
OR SPADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS.
ALSO MAKE A CRISSCROSS CUT ACROSS THE BOTTOM OF THE BALL
/. PUCE THE PUNT IN THE HOLE.
5. FILI HALF OF THE HOLE WITH SOIL (SAME SOIL REMOVED FOfl BACKFILL).
6. WATER THE SOIL TO REMOVE AJR POCKETS AND FILL THE REST
OF THE HOLE WITH THE REMAINING SOIL
SHEE7 NO.
PROJECT ENGINEER
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6. MAXIMUM
NO.
CONSTRUCTION SEQUENCE OF EVENTS
PROJECT ENGINEER
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The following sequence shall be used during construction:
1. Use existing entrance from Salem Avenue then immediately turn east and follow
the development perimeter to the staging area (located at site of future parking lot in
southeast corner of development ` see Sheet 5). Mobilize equipment and materials
at the site and set up staging areas.
2. Restrict construction traffic to haul road and staging areas.
3. Place silt fencing around staging and temporary stockpile areas.
4. Install silt checks and pump-around operation as shown on erosion control plan
sheet.
5. Remove the rock walls on both banks in the areas noted on the plans. If this
material is not immediately removed from the site, stockpile it with temporary silt
fence installed.
6. Begin construction of the constructed riffles with plunge pools as shown on the
plans. Keep activity within the stream to a minimum. Remove equipment from the
channel at the end of each workday. Do not disturb any more channel or
streambank than can be stabilized in one day.
7. Once construction is completed at a particular working area, apply temporary
seeding and mulching before progressing to a new area. Disturbed areas left
inactive between any phase of grading shall be temporary seeded within 15 working
days or 30 calendar days, whichever is shorter. Provisions for permanent ground
cover must be accomplished on exposed slopes within 21 calendar days, and in
remaining areas within 15 working days or 90 calendar days, whichever is shorter.
8. Once construction is completed, remove pump-around equipment.
9. Demobilize equipment from the site.
10. Seeding and riparian vegetation ' see step description on sheet 5 of Salem Creek
plans. Seed and mulch all disturbed areas after leaving the project site. Ball and
burlap shrubs every 10-15 feet on the floodplain bench and live stakes should be
planted between November and April.
CONSTRUCTION QUANTITIES
Item # Description Quality Unit
C Mobilization/Demobilization 1 LS
D Temporary Silt Fence 150 FT
Ft Temporary Seed 16 LBS
F2 Straw Mulch 40 BALES
F3 Lime 0.5 TONS
F4 Fertilizer 0.1 TONS
G Permanent Seed 8 LBS
H1 Excavation, Fill, and Grading 1 LS
11 Washed Slone (57) 10 TONS
12 Class AStone 104 TONS
13 Class B Stone 98 TONS
14 Boulders 300 TONS
K Filter Fabric, Type II Nonwoven 100 SQ YDS
M Coir Fiber Matting (C7) 700 SQ YDS
N Coir Fiber Matting (C350) 150 SQ YDS
0 Live Stakes 450 STEMS
P Ball and Burlap Small Shrubs 50 STEMS
0 Removal of Concrete Walls 1 LS
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A WIDTH OF TWO ROLLS WILL BE USED
ON ALL BENCHES AND SIDE SLOPES.
PLAN & PROFILE
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EROSION CONTROL PLAN
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August 3, 2006
Ms. Cyndi Karoly
N.C. Division of Water Quality
401/Wetlands Unit '
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Salem Creek Stream Enhancement Project (Tar Branch section added)
Addendum to Action ID 200620216 and DWQ Project 4 05-2171
Dear Ms. Karoly:
Lai P
Winston•Sidem
Public Works Department
Stormwatcr Division
City of Winston-Salem
P.O. Box 2511
Winscon-S;dan, NC: 27102
T 1336.747.7480
Fax [phone]
--Cityofws.org
Enclosed for your consideration and approval is an addendum to the US Army Corps nationwide permit
27 and the Division of Water Quality's general certification 3495 for stream restoration, enhancement
and stabilization and wetland and Riparian Restoration and Creation activities for the Salem Creek
stream enhancement project (Action ID 220620216).
The work on Salem Creek was completed in March 2006 but the City of Winston-Salem has decided to
enhance an adjacent, 300-foot section of Tar Branch. The original project consisted of enhancement of
1,095 linear feet of stream from Main Street to Broad Street along Salem Creek. This addendum to the
original project will enhance approximately 300 linear feet on Tar Branch at the confluents of Salem
Creek. The enclosed plans describe this work. Tar Branch enters the north side of Salem Creels
approximately 100 feet downstream from the Main St. bridge. The channel will be reshaped to deliver
bankfull discharge with minimal channel erosion. Six cross vanes and five constructed riffles will be
built to allow the channel to transport erosive storm flow and maintain the channel depth. The benches
and streambanks will be seeded immediately, covered with matting, and planted with live stakes and ball
and burlap shrubs in the fall. The same methods that were used on Salem Creek will be applied to Tar
Branch. However, no kudzu removal is required in this area.
Thank you in advance for your assistance. If I can be of any further assistance, please do not hesitate to
contact me at [phone].
Keith D. Huff
Stormwater Manager
City of Winston-Salem
Enclosures
Q196-C-3 LOWIR
D
AUG 2 5 ZUU6
D214R . WATT F; QUALITY
Vi_Z1V-'431NASTCaL'>,1'a matuxtt
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. V ?- OS - 2.1 ') t
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1.
II.
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NW 27
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
Applicant Information
1. Owner/Applicant Information
Mailing Address:
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6
AU6 % 5 Z00
101 N. Main Street
Winston-Salem. NC 27102
Telephone Number: 336-727-6962 Fax Number: 336-748-3173
E-mail Address: keithhlcr?,cityofws.org
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: N/A
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Salem Creek
2. T.I.P. Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tax PIN): 6835-20-4352
4. Location
County: Forsyth Nearest Town: Winston Salem
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): Take I-40 West towards
Winston-Salem to Exit 193. Take HWY 52 north and turn left onto Fayetteville Street.
Property is located along Salem Creek between the Main and Broad Street Bridges.
5. Site coordinates, if available (UTM or Lat/Long): 80° 14' 32.9" W, 36° 4' 47.3"N
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Urban setting in downtown Winston-Salem
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Salem Creek
9. River Basin: Yadkin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://Ii2o.enr.state.nc.us/adniin/neaps/.)
Page 2 of 9
10. Describe the purpose of the proposed work: An addendum to the Salem Creek
enhancement project. The stream enhancement of Tar Branch at the confluents of Salem
Creek will consist of enhancement of approximately 300 linear feet of stream channel.
Currently, the channel is confined by ailing concrete walls and rubble. A bankfull design
channel will be constructed and constructed riffles and cross vanes will be incorporated to
provide grade control and to keep flows centered in the thalwag. Upon completion, the
channel will have a stable dimension, pattern and profile. The benches and stream banks will
be seeded immediately, covered with matting and planted with live stakes and burlap shrubs
in the fall. Not for mitigation.
11. List the type of equipment to be used to construct the project: Track hoes, dump
trucks, and planting machinery.
12. Describe the land use in the vicinity of this project: Urban area in downtown Wi
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 pennits,
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.
The first phase of the project consisted of 1,095 linear feet of stream channel stabilization and
enhancement on Salem Creek located between Main St and Broad St in Winston-Salem Forsyth
County. The City of Winston-Salem received approval for the first phase of this project on
January 3, 2006 (DWQ# 05-2171 and USACE action ID 20060216, approval notification
attached). Tar branch is a tributary of Salem Creek that drains part of down town Winston-
Salem. The City intends to enhance approximately 300 feet of the Tar Branch stream channel at
the confluents of Salem Creek.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
Page 3 of 9
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcma.,gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, ctc.)
List the total acreage (estimated) of existing wetlands on the property: N/A
Total area of wetland impact proposed: N/A
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leases ecif
I Stream
Enhancement 300 Tar Branch, Tributary
to Salem Creek 8 ft Perennial

Page 4 of 9
* List each impact scparately and identifv temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at I-800-358-9616, or online at
www.us?s.eov. Several intcmct sites also allow direct download and printing of USGS maps (e.g., www.topoTone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 300
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): 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
Page 5 of 9
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Proposed impacts are required to enhance stream functions. Project will result in enhancing
approximately 300 linear feet (U) of Tar Branch at the confluents of Salem Creek. The project
will remove existing rubble and concrete, and then replace it with native riparian vegetation and
flow diverting structures. A pump around will be constructed to allow installation of these
features in the "dry", all other sedimentation and erosion control features will be maintained as
required.
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 March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
httl)://h2o.enr.state.me.us/ncwetiands/stnn,ide.litml.
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.
Page 6 of 9
This nroiect does not require mitigation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at ]ittn:/ih2o.enr.state.tic.its/wry)/iiidex.btm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): 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 (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Page 7 of 9
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; "Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Selvage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Page 8 of 9
Yes ? No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
/9, G ? / &Y /v G
App cant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
F WAIF
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Fnvironmcnt and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 3, 2006
DWQ# 05-2171
Forsyth County
Mr. Keith Huff
City of Winston-Salem
101 North Main Street
Winston-Salem, NC, 27102
APPROVAI, of 401 Water Quality Certification with Additional Conditions
Dear Mr. Huff.
The City of Winston-Salem has our approval to conduct stream stabilization and enhancement activities, in
accordance with the attached conditions, along a total of 1,095 linear feet of Salem Creek located between the
Main Street and Broad Street bridges in Winston-Salem, Forsyth County, as described in your application
received by the Division of Water Quality on December 7, 2005. After reviewing your application, we have
determined that this activity is covered by General Water Quality Certification Number 3495, which can be
viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use
Nationwide Permit Number 27 when it is issued by the U.S. Army Corps of Engineers. In addition, you
should secure any other applicable federal, state or local permits before you proceed with your project,
including (but not limited to) those required by Sediment and Erosion Control, Non-Discharge, and Water
Supply Watershed regulations. Also, this approval will expire when the accompanying 404 permit expires
unless otherwise specified in the General Certification.
This approval is valid only for the purpose and design that you have described in your application. If you
change your project, you must notify us in writing, and you may be required to send us a new application for a
new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached
certification, as well as the additional conditions listed below:
1. The following impacts are hereby approved as long as all other specific and general conditions of this
Certification are met. No other impacts, including incidental impacts, are approved:
Amount Approved Plan Location or Reference
Streams 1,095 linear feet The reach of Salem Creek located between the Main Street
and Broad Street bridges just south of Old Salem in
Winston-Salem, Forsyth County

No rth Carolina
Alatura!!y
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet http//!h2o enr.state nc.us/navetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper
Mr. Keith Huff
Page 2, DWQ# 05-2171
January 3, 2006
2. Appropriate sediment and erosion control measures which equal or exceed those outlined in the most
recent version of the North Carolina Sediment and Erosion Control Planning and Design Manual or the
North Carolina Surface Mining Manual (available from the Division of Land Resources at NCDENR
regional offices or the central office), whichever is more appropriate, shall be designed, installed and
maintained properly to assure compliance at all times with the North Carolina water quality standards
that are applicable to Class C waters as described in 15A NCAC 02B.0211 Fresh Surface Water Quality
Standards For Class C Waters. Such measures must equal or exceed the requirements specified in the
most recent version of the North Carolina Sediment and Erosion Control Manual. These measures must
be maintained on all construction sites, borrow sites, and waste pile (spoil) sites, including contractor
owned and leased borrow pits, which are associated with this project.
3. 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 measures in wetlands or 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.
4. To the extent practicable, structures and devices that provide energy dissipation for stormwater flow
shall be utilized for all point-source discharges of stormwater into the main channel.
5. 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.
6. Upon finishing the project, the Applicant shall fill out and return the enclosed "Certificate of
Completion" to notify NCDWQ when all work included in the §401 Certification has been completed.
This certificate should be returned to the 401/Wetlands Unit of the NC Division of Water Quality at the
address listed on the form. Along with the Certificate of Completion, please send photographs showing
all restored stream reaches.
If you do not accept any of the conditions of this certification, 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 Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-
771-4600 or Ian McMillan in the Wetlands/401 Central Office in Raleigh at 919-715-4631.
Sincerely,
66711__l Alan W. Klimek, P.E.
Mr. Keith Huff
Page 3, DWQ# 05-2171
January 3, 2006
AWK/cdl
Attachments
cc: Mr. John Thomas, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Winston-Salem DWQ Regional Office
Central Files
Wetlands/401 File Copy
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: 200620216 County: Forsyth
GENERAL PERTMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: City of Winston-Salem
Keith Huff
Mailing Address: 101 N. Main Street
Winston-Salem, North Carolina 27102
Authorized Agent: Chris Roessler
Buck Engineering
Mailing Address: 8000 Regency Parkway Suite 200
Cary North Carolina 27511
Telephone No.: [phone]
Telephone No.: [phone]
Location of property (road name/number, town, etc.): Salem Creels Stream Restoration project site located west of
Main Street, in Forsyth County, North Carolina. The project is located adjacent to Salem Creek
Site Coordinates: 360446.23 °N 801432.63 °W , USGS Qttad: Winston-Salem
Waterway: Salem Creels River Basin: Yadkin
HUC: 03040101
Description of projects area and activity (see page 2 for a summary of authorized impacts): Proposed Salem Creek
Stream Restoration Project as described in your construction plan included with your application of December 07,
,2005, to restore 1,095 linear feet of stream channel of the jurisdictional waters of Salem Creels.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 27
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the
pennittee to a stop work order, a restoration order and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact John Thom sat telep one (91? 876-8441, ext 25.
Corps Regulatory Official Date: 12/13/2005 Verification Expiration Date: 03/18/2007
Copy Furnished: agent
Page 1 of 2
CITY OF WINSTON - SALEM
STORMWATER DIVISION
FORSYTH COUNTY
aun IaoiaT aaroon a - -
108765 1 8
Nqp 83
LOCATION: Tar Branch - Tributary to Salem Creek, along Main Street
near downtown Winston-Salem.
TYPE OF WORD': Stream Enhancement and Stormwater
Best Management Practices.

P -.7
11111W j
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0

,. _... ._._.. _. _ ._. ...-. .... __.
" _
7 '.. ..' ND CONSTR
E UCTION
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BEGIN CONSTRUCTION

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INDEX OF S HEETS
l
I
" n 4-2
1-A . . . . . . . ENERAL NOTES, STANDARD
G
SPECIFICATIONS, AND .-"
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VEGETATION SELECTION
-l
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9 a ° o ° A ..
1-B • ..........

2TO2-B...... CONVENTIONAL SYMBOLS

STRUCTURE DETAILS --

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aa.B
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o n
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?"c° °aoooy&? °o ?j ?• `•,

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3 ............ CONSTRUCTION SQUENCE =

4 -
AND QUANTITIES
PLAN/PROFILE SHEET _ ==

........ -. •
OSION CONTROL PLAN SHEET 1
5 ER --

\

C.

1
NOTE: AUG 95
z90F

THESE PLANS ARE AN ADDENDUM TO THE ;
PLANS
FO
R SALEM CREEK ENHANCEMENT

DE)YR- WA
TE
(4161 6) ST
iA
?
u
?y
e
v I DS -c3-11 \
DESIGN DATA PREPARED IN TILE OFFICE OF PROJECT ENGINEER
GRAPHIC SCALES .e?Buck Engineering
1 i.0'A
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111111

40
y AUnif ofMicAael Bahei
9
I
® 6000 Regency ParAwry
? 11
A Rol/
?, ••......
.?
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20 10 0 20 EXISTING STREAM LENGTH = 297 LF (:it4nCi?uttNn?dlrn
I ?* s?ae2GG
o C
NORTH CAROLINA 27511 ; •
.
EESSlpti;9
?
-

PLANS
PROPOSED ENHANCED STREAM LENGTH = 292 LF 4,
l+PxS•.,? [ l,'1 ui1
# 1[1 1 1I (rl( ary,
.
PHONE: [phone]
FAA: 919.463-5490 ;p
IQQ 9l6
SEAL
I)!}1:1t?A 027337
20 10 0 20 40 PE
KEVIN L. TWEEDY
,
PROJECTENGL%MEA ..
a?
PROFILE (HORIZONTAL) To Be Determined i'I,N;111;
0 5 0 10 20
1 LETTAG DATE
CHRIS ROESSLER 6?f
, KEITH HUFF
CONTACT
.
PROJECT ALLNAGER PROJECT MANAGER PE
-
-
PROFILE (VERTICAL) JA L PW1
ATLRE7
s

ONVENTIONAL
a
?m
0o ROCK J-HOOK

ROCK VANE
OUTLET PROTECTION

ROCK CROSS VANE

OUBLE DROP ROCK CROSS VANE

SINGLE WING DEFLECTOR
DOUBLE WING DEFLECTOR
TEMPORARY SILT CHECK
E ROOT WAD
0o LOG J-HOOK

YMBOLS

-®- SAFETY FENCE

TF- TAPE FENCE
-FP- 100 YEAR FLOOD PLAIN

-{?}- CONSERVATION EASEMENT

---- EXISTING MAJOR CONTOUR

- - - - - EXISTING MINOR CONTOUR
FOOT BRIDGE
TEMPORARY STREAM CROSSING
Fu-1 PERMANENT STREAM CROSSING
® TRANSPLANTED VEGETATION

ENERAL NOTES

1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING

A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO MOVE

BOULDERS 3FT X 3FT X 2FT (APPROXIMATELY 2 TONS).
PROJECT REFERENCE NO. SHEET NO.
udtb5

r PROIECIENGNEE4 rA
.o y
SEAL
°
E 027337
'
-G114

I DATE
SUCK ENGINEERING
A-TW CI LER ER
¦ Roos R. Pima
S4I. Rag
• Cw.NORTHCUOURIns11
PNONE 019 .3 S N
iAl'11999}5P9p
- LOG VANE TREE REMOVAL STANDARD SPECIFICATIONS
LOG WEIR 'b` TREE PROTECTION
n LOG CROSS VANE o CONSTRUCTED RIFFLE W/ PLUNGE POOL EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
DECEMBER 1993
CONSTRUCTED RIFFLE
00 G BOULDER CLUSTER 6.62 SILT FENCE
6.06 TEMPORARY CONSTRUCTION ENTRANCE
44 ROCK STEP POOL
"NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
VEGETATION SELECTION
SEE SHEET 1-A OF SALEM CREEK ENHANCEMENT PLANS 416106
Y
C9
2
N
tR
C
0
a
m
0
0
a
mN
'S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement .............................
Curb ...........................................
Prop. Slope Stakes Cut ........................ C
Prop. Slope Stakes Fill ........................ _ _ _ IF
Prop. Woven Wire Fence ..................... E' e
Prop. Chain Link Fence ..................... E3 E3_
Prop. Barbed Wire Fence ......... . ........ . ..
Prop. Wheelchair Ramp .............. ....
Curb Cut for Future Wheelchair Ramp ....... cr
Exist. Guardrail ...............................
Prop. Guardrail ...............................
Equality Symbol ..............................
Pavement Removal .............................
RIGHT OF WAY
Baseline Control Point ............. . ... . . . .. . 0
Existing Right of Way Marker ..................
Exist. Right of Way Line wMarker ............. - ?- _
Prop. Right of Way Line with Proposed
R/W Marker (Iron Pin & Cap) ..............
Prop. Right of Way Line with Proposed
(Concrete or Granite) RrW Marker ........... /T\
V
Exist. Control of Access line ..................x -
?`-

Prop. Control of Access Line ...................
Exist. Easement Line ........................... -c_
Prop. Temp. Construction Easement Line .....
. _r_
Prop. Temp. Drainage Easement Line
......... -rcc-
Prop. Perm. Drainage Easement Line
......... --xc-
HYDROLOGY
Stream or Body of Water ........ ............
River Basin Buffer
.................
Flow Arrow .. ............. -ase-
. ............ . .
Disappearing Stream .........
..... ............ _
Spring ............................. ............ J
Swamp Marsh ..................... ............
Shoreline ........................... ............ -------
Falls, Rapids ....................... ............. - -? - -
Prop Lateral, Tail, Head Ditches .. ............
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert
C
Bridge Wing Wall, Head Wall
and End Wall ,core ..?
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
CONVENTIONAL SYMBOLS
MINOR
Head & End Wall c?1
Pipe Culvert .......... ` - -
Footbridge. - .................................... ?-------<
Recorded Water line ....................... .-
Designated Water Line (S.U.E.') .............. - ,-.
Sanitary Sewer ................................ -ss-ss-
Recorded Sanitary Sewer Force Main ...... -rss-rss-
Drainage Boxes ................................ ? ca
Paved Ditch Gutter
UTILITIES
Exist. Pole .....................................
Exist. Power Pole ...............................
Prop. Power Pole .............................. d
Exist. Telephone Pole .......................... .
Prop. Telephone Pole .......................... .o-
Exist. Joint Use Pole ............................ 4-
Prop. Joint Use Pole ........................... .&
Telephone Pedestal ............................ ID
U'G Telephone Cable Hand Hold........... is)
Cable TV Pedestal ............................ 0
UIG TV Coble Hand Hold ....................
UG Power Cable Hand Hold .................
Hydrant ......................................... .C
Satellite Dish ................................... YJ
Exist. Water Valve .......................... . ...
Sewer Clean Out .............................. 0
Power Manhole ................................
Telephone Booth ............................... m
Cellular Telephone Tower .....................
Water Manhole .................................
Light Pole ...................................... CJ
H-Frame Pole .................................. o-o
Power Line Tower ..............................
Pole with Base... ............. ...............
0
Gas Valve ..................................... 0
Gas Meter .....................................
Telephone Manhole ............................ Or
Power Transformer ............................. a
Sanitary Sewer Manhole ........................ 0
Storm Sewer Manhole ........................ Q
Tank; Water, Gas, Oil .........................
Water Tank With Legs ......................... O
Traffic Signal Junction Box .....................
Fiber Optic Splice Box ......................... ID
Television or Radio Tower ....................
Utility Power Line Connects to Traffic
Signal Lines Cut Into the Pavement........... ? S S
Designated Sanitary Sewer Force Main (S. U. E.*)
Recorded Gas Line
Designated Gas Line (S.U.E.') ................
Storm Sewer .................................. -s-s-
Recorded Power line ......................... ?-P_
Designated Power Line (S.U.E.') .............
Recorded Telephone Cable .................. -,-,-
Designated Telephone Cable (S.U.E.') . _r_ _s_ _
Recorded U`G Telephone Conduit ....... -rc-rr-
Designated UG Telephone Conduit (S.U.E.') --rc--rc--
Unknown Utility (S.U.E.') ..................
Recorded Television Cable -,r-rr-
Designated Television Cable (S.U.E.') ....... -rr--
Recorded Fiber Optics Cable ............... -,B-ro-
Designated Fiber Optics Cable (S.U.E.') .....
Exist. Water Meter ........................... 0
USG Test Hole (S.U.E.') .......................
Abandoned According to USG Record........ uru
End of Information ............................ E."
BOUNDARIES & PROPERTIES
State Line
County Line ............................
Township Line ................................. - - -
City Line ........................................ - ---
Reservation Line ................................. ---.--
Property Line ...................................
Property Line Symbol .......................... R
Exist. Iron Pin .................................
Property Corner ................................ - -+
Property Monument ............................
Property Number ..............................
Parcel Number ................................. 123
6
Fence Line .................................... -x-x-x-

Existing Wetland Boundaries .................. WIN & 688
- -M,13- -
High Quality Wetland Boundary .............. -,o WLB-
Medium Quality Weiland Boundaries........ -uo WLB-
Low Quality Wetland Boundaries ............. -LB „LB-
Proposed Wetland Boundaries ................ -MIB-
Existing Endangered Animal Boundaries...... - - EAB- _
Existing Endangered Plant Boundaries ........ - -rPB- -
BUILDINGS & OTHER CULTURE CE?zl
Buildings ......................................
Foundations .................................... rJ
v
Area Outline .................................
ti

Gate ...........................................
Gas Pump Vent or UG Tank Cap ............ r
Church ........................................
School ......................................... r
Park
`-l
Cemetery ...................................... - -
Dam ...........................................
Sign ............................................ o

Well ............................................ o
Small Mine .................................... x
Swimming Pool ................................
TOPOGRAPHY
Loose Surface ................................ - - - - - - -
Hard Surface .................................
Change in Rood Surface ..................... ..............
Curb ...........................................
Right of Way Symbol .................... . .... Riw
Guard Post ....................................
Paved Walk
Bridge ....
Box Culvert or Tunnel - - - - - -
.............
Ferry ....... ........................ ....... -------
Culvert ................................. ......
Footbridge .............................. ....... ..............
Trail, Footpath ......................... ....... -
Light House
VEGETATION
Single Tree ............................. ....... G
Single Shrub ........................... ....... o
Hedge .................................. ....... 1
Woods Line ............................. ........ .w
Orchard ................................ ....... 4?Q400
Vineyard ............................... ....... ?ewBr&ao
RAILROADS - - -
Standard Gauge
w re?A
RR Signal Milepost o
.? B
Switch .........................................
CONSTRUCTED RIFFLE/PLUNGE POOL SEQUENCE
TOf
OF
PLAN VIEW
POINT
DEGREE ANGLE
AD OF RIFFLE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PROJECT ENGINEER
I
,,,O;1B ICS: ?,Vh
. ?,,p4LSSlpy
SECTION B - B
EROSION CONTROL
18' NOM. THICKNESS WELL GRADED MIA
OF CLASS A STONE AND CLASS B STONE
SHOULD BE USED UPSTREAM OF RIFFLE
HEADERS
BURY BOULDERS h4' BELOW BED
- 18' NOM THICKNESS WELL GRADED MIX
OF CLASS A STONE AND CLASS B STONE
PLUNGE RIF
POOL FIE
FILTER SZ,
FABRIC PLUNGE
POOL
FILTER d
FABRIC
18' NOM. THICKNESS WELL GRADED MA
OF CLASS A AND 057 S70NE
PROFILE A - A
SWiTH REPETITION)
SEAL 1 /E0 B1''
i 017337 i j
,'. 4l yNGIN. a`p` I
06
uun DATE
S-R=4,7 Bult En,I...Anp
M? five
? ? Mm
. Su }
C MCfingvu Pffl
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? fAK.11l1Lfp
f
R?1012'MIN
r PUBLIC ROAD
II(// 6' MINIMUM THICKNESS OF
WASHED CLASS A STONE
0 o a
FILTER FABRIC
NOTES
SPECIFICATION NO.6 06 -CONSTRUCTION ACCESS -N.C. EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL DECEMBER 199r
TYPICAL RIFFLE, POOL, AND BANKFULL BENCH CROSS SECTIONS
I TOP OF TERRACE
F? 0 5' VAIN P-5'
7\? SLOPE VARIES J1 0lA1+ M1A SLOPE VARIES
1.1.15
j - L
RIFFLE WITH BANKFULL BENCH
I TOP OF TERRACE
P? U-6 ??+ N9Ft ?-?ES (Y-5
SLOPE VARIES
DMffi SLOPE VARIES
11.1.5 J,1 IT-1'.5
j WLL
POOL WITH BANKFULL BENCH
U T,
RIFFLE POOL
170 70.0 WDTH OF BANKFULL FVAkQ
24 40 MAXIMUM DEPTH (D-M-)
120 11.5 YADTH TO DEPTH RATIO (Wbkfl D)
.0 68.0 BANKFULL AREA (Abkf) NOTES
13 0
21
21 6.E
- RIFFLES WO
I. DURING CONSTRUCTION CORNERS OF DESIGN CHANNEL WILL BE ROUNDED
RIFFLE SIDE SLOPES lDPEB
AND A THALWEG WILL BE SHAPED PER DIRECTION OF ENGINEER.
3.1 POOL SIDE SLOPES
PUBLIC ROAD
REPEAT CONSTRUCTED
RIFFLE
CENTER
BELOW ADJACENT BOULDERS
SQUARE CUT TOP
BUDS FACING UPWARD
LIVE CUTTING
MIN 12'DIA
7.3' LENGTH
ANGLE CUT
3045 DEGREES
LIVE STAKE DETAIL
SILT CHECK

Y
= FL
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?
BOTTOM OF CHANNE L c
H

CONSTRUCTION AREA UPSTREAM

/IEW / STILLING BASIN 1 STONE CLASSA
\ (2 FT. MAX DEPTH) /

FILTER FABRIC
TOP OF
STREAMBANK TOP OF STREAMBANK -
- _ _? - -? - - BOULDERS
1 1 / EXISTING CHANNEL

PLANT STAKES FROM TOP OF BANK
/. ' TO TOE OF BANK IN A STAGGERED. PLAN VIEW
DIAMOND-SHAPED PATTERN.
1 :? 1 I
TOE OF SLOPE 1 - 1 1 NOTES
J
CLEAN OUT STILLING BASIN OF TRAPPED SEDIMENT PRIOR TO RE
MOVAL
PLAN VIEW
NOTES'.
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK
5. STAKES SHOULD BE 12 TO 21NCHES IN DIAMETER AND 2 TO 3 FT LONG,
6. STAKES SHOULD BE INSTALLED LEAVING IR OF STAKE ABOVE GROUND.
EROSION CONTROL MATTING
PLACE COIR FIBER MATTING IN 6-INCH DEEP
/ TRENCH, STAKE, BACKFILL AND COMPACT
/ /- TOP OF STREAMBANK
V. P
N01F5'
- TOE OF SLOPE 1. BANKS SHOULD BE SEEDED PRIOR TO

" PLACLUENT OF MATTING.
2. PUCE COIR FIBER MATTING ACCORDING 70
PUCE COIR FIBER MATTING IN -NCH DEEP
T 3. MATTING STAKES SHOULD BA PLAOCED
RENCH, STAKE, BACKFILL, AND COMPACT IN A DNMONDSHAPED PATTFRN.
BOTTOM OF CHANNCL
CROSS-SECTIONAL VIEW
THE VJOOO STAKE SHALL BE THE NORTH AMERICAN
GREEN ECO-STAKE OR APPROVED EQUAL WITH THE
FOLLOWING DIMENSIONS:
LEG LENGTH 11001N 2794 CM
MEAD WO7N 1251N 318C
HFAD THICKNESS De01N 1.02 CM
C LEG WIDTH 0601N 1.52CM APERED TOPOINI
EcTHICKNESS B401N102CM
TOTAL LENGTH TYPICAL MATTING STAKE

a
N
I 12001-1 30.46 CM
a
DITCH
DITCH
m
a 1 1 / 1 / / 1 1 1 1 1
TOP OF
1
TOPOFSTREAMBANK
o STREAMBANK
1 1 1 1 1 1 1 1- 1 - STAKES

0 1 1 1 1 / 1 1 1 1 1 1
n / / 1 / 1 1 1 1 1 1 1 1
1 1 1 1 / 1 1 / 1 1 1 1
1 / / 1 1 / / 1 1 1 1
1 1 1 COIR FIBER LIATTING TO BE
/ 1 1 C 1 i 1 / 6 1 f IXTENOED TO TOE OF SLOPE
1-1
PLAN VIEW
NOTES
I. EXCAVATION SHALE BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL
2 IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS FROM
STREAM FLOW.
3. THE CONTACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABIUZEO
IN ONE WORKING DAY.
4. THE PUMP-AROUND PUMP SHOULD ADEQUATELY CONVEY 1.0 CFS(450 GALLONS STABILIZED INLET
PER MINUTE).
7 ry
FLOW
-r
2
CLASSA STONE FILTER FABRIC
CROSS SECTION
TYPICAL PUMP AROUND OPERATION
TEMPORARY FLEXIBLE HOSE
PUMP-AROUND PUMP
4
E)
IMPERVIOUS DIKE
)SEE PROJECT SPECIAL PROVISIONS)
DEWATERING PUMP
SPECIAL STILLING BASIN
(SEE PROJECT SPECIAL PROVISIONS OR
STABILIZED OUTLET(
SPECIAL STILLING BASIN-
(SEE PROJECT SPECIAL PROVISIONS)
1
(SEE PROJECT SPECIAL PROVISIONS(
IMPERVIOUS DIKE
PROJECT ENGINEER
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\ , MAXIMUM DEPTH
SANDSAGSTONE
BASETFTLOW
WORKING
AREA
FILTER FABRIC FOR DRAINAGE IMPERVIOUS SHEET
'ROUND
FILTER FABRIC
SPECIAL STILLING BASIN
I
15.20 FT -----sl
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL SPECIAL STILLING BASINS AT THE DOWNSTREAM END OF THE DESIGNATED
PROJECT VrC1RKING AREA
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY
FLEXIBLE HOSE THAT WILL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK
SITE TO THE SPECIAL STILLING BASIN OR STABILIZED OUTLET.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR
STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED
TO DEWATER THE ENTRAPPED AREA THE PUMP AND HOSE FOR THIS PURPOSE SHALL
BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA THIS WATER WILL FLOW INTO
A SPECIAL STILLING BASIN.
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORK IN ACCORDANCE
WITH THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE
6. THE CONTRACTOR W LL EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE
REMOVAL OF THE IMPERVIOUS DIKE REMOVE IMPERVIOUS DIKES, PUMPS, AND
TEMPORARY FLEXIBLE HOSE STARTING WITH THE DOWNSTREAM DIKE FIRST.
7. THE CONTRACTOR V ALL COMPLETE ALL GRADING AND STABILIZATION IN ONE DAY
WITHIN THE PUMP AROUND AREA BETWEEN THE IMPERVIOUS DIKES.
B. ONCE THE NARKING AREA IS COMPLETED, REMOVE THE STILLING BASINS AND
STABILIZE DISTURBED AREAS V 14TH SEED AND MULCH.
REF
IMPERVIOUS DIKE
NOTES
I. USE FILTER FABRIC A MINIMUM OF 36' IN WIDTH AND
FASTEN ADEQUATELY TO THE POSTS AS DIRECTED
BY THE ENGINEER.
2. PROVIDE FSTFEL POST OF THE SELF-FASTENER
ANGLE-STEEL TYPE.
PROJECT ENGINEER
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SEAL OVED
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BOTTOM OF CHANNEL
80
CROSS SECTION VIEW OF BARE-ROOT PLANTING
B'
TEMPORARY SILT FENCE
FILTER FABRIC -
COMPACTED FILL
EXTENSION OF FABRIC
INTO TRENCH -
7-0" DEPTH
PLANTING SPECIFICATIONS
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NOTES:
1. PLANTBARE ROOT SHRUBS AND TREES TO THE MOTH OF THE
TOP OF STREAM BANK BENCH.
2. ALLOW FOR 1415 FEET BETWEEN PLANTINGS. DEPENDING ON SIZE.
3. LOOSEN COMPACTED SOIL
4. PLANT IN HOLES MADE BYA MATTOCK DIBBLE. PLANTING BAR,
OR OTHER APPROVED MEANS.
5 PLANT IN HOLES DEEP AND WIDE ENOUGH TO ALLOW THE ROOTS
TO SPREAD OUT AND DOWN WITHOUT JAOOTING.
6. KEEP ROOTS MOIST WHILE DISTRIBUTING OR WAITING TO PLANT
BY MEANS OF WET CANVAS, BURLAP, OR STRAW.
7. HEEL-IN PLANTS IN MOIST SOIL OR SAWDUST IF NOT PROMPTLY
PLANTED UPON ARRIVAL TO PROJECT SITE
NOTES
1. WHEN PREPARING THE HOLE FOR A POTTED PLANT OR SHRUB
DIG THE HOLE 8.12INCHES LARGER THAN THE DIAMETER OF THE
POT AND THE SAME DEPTH AS THE POT.
TOP OF STREAMBANK Z RE MOVE THE PLANT FROM THE POT. LAY THE PUNT ON ITS SIDE
IF NECESSARY TO REMOVE THE POT.
3. IF THE PLANT IS ROOTBOUND (ROOTS GROWING IN A SPIRAL
AROUND THE ROOT BALL), MAKE VERTICAL CUTS WITH A KNIFE
BOTTOM OF CHANNEL
CROSS SECTION VIEW OF CONTAINER PLANTING
-- OR SPADE JUST DEEP ENOUGH TO CUT THE NET OF ROOTS.
ALSO MAKE A CRISSCROSS CUT ACROSS THE BOTTOM OF THE BALL
4. PUCE THE PUNT IN THE HOLE.
5. FILL HALF OF THE HOLE WITH SOIL (SAME SOIL REMOVED FOR BACKFILL).
6. WATER THE SOIL TO REMOVE AIR POCKETS AND FILL THE REST
OF THE HOLE WITH THE REMAINING SOIL
6' MAXIMUM
SHEET
CONSTRUCTION SEQUENCE OF EVENTS
PROJECT ENGINEER
= I AP VED BY:
i 027J37 ! I

I DATE:
B elsr9ivr?g?.
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o?re?,,.ee
neees.w
The following sequence shall be used during construction:
1. Use existing entrance from Salem Avenue then immediately turn east and follow
the development perimeter to the staging area (located at site of future parking lot in
southeast corner of development' see Sheet 5). Mobilize equipment and materials
at the site and set up staging areas.
2. Restrict construction traffic to haul road and staging areas.
3. Place silt fencing around staging and temporary stockpile areas.
4. Install silt checks and pump-around operation as shown on erosion control plan
sheet.
5. Remove the rock walls on both banks in the areas noted on the plans. If this
material is not immediately removed from the site, stockpile it with temporary silt
fence instal led.
6. Begin construction of the constructed riffles with plunge pools as shown on the
plans. Keep activity within the stream to a minimum. Remove equipment from the
channel at the end of each workday. Do not disturb any more channel or
streambank than can be stabilized in one day.
7. Once construction is completed at a particular working area, apply temporary
seeding and mulching before progressing to a new area. Disturbed areas left
inactive between any phase of grading shall be temporary seeded within 15 working
days or 30 calendar days, whichever is shorter. Provisions for permanent ground
cover must be accomplished on exposed slopes within 21 calendar days, and in
remaining areaswithin 15 working days or 90 calendar days, whichever is shorter.
8. Once construction is completed, remove pump-around equipment.
9. Demobilize equipment from the site.
10. Seeding and riparian vegetation ' see step description on sheet 5 of Salem Creek
plans. Seed and mulch all disturbed areas after leaving the project site. Ball and
burlap shrubs every 10-15 feet on the floodplain bench and live stakes should be
planted between November and April.
CONSTRUCTION QUANTITIES
Item # Description Quality Unit
C Mobilization/Demobilization 1 LS
D Temporary Silt Fence 150 FT
F1 Temporary Seed 16 LBS
F2 Straw Mulch 40 BALES
F3 Lime 0.5 TONS
F4 Fertilizer 0.1 TONS
G Permanent Seed 8 LBS
H1 Excavation, Fill, and Grading 1 LS
11 Washed Stone (57) 10 TONS
12 Class A Stone 104 TONS
13 Class B Stone 98 TONS
W Boulders 300 TANS
K Filter Fabric, Type II Nonwoven 100 SCI YDS
M Coir Fiber Matting (C7) 700 SQ YDS
N Coir Fiber Matting (C350) 150 SQ YDS
0 Live Stakes 450 STEMS
P Ball and Burlap Small Shrubs 50 STEMS
Q Removal of Concrete Walls 1 LS
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SHEET
PROIECE ENGINEER
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1 \. I/ SFAI I OYED BY.
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--- 5' BENCH 5' BENCH 3' BENCH C350? MATTING, ION
SIDE ;SL'OPES 'JN
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NOTE: -<
USE C7 MATTING ON BENCHES AND A - PLAN & PROFILE
SIDE SLOPES EXC EPT WHERE NOTED _

A WIDTH OF TWO .
ROLLS WILL BE USED
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SCALE (FT)
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SILT CHECK ;SILj?HEEK-
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--LIMITS OF 7
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TOTAL DISTURBED AREA =1.00 AC.
?OF VY H (F9Q Michael F. Easley, Governor
G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
July 11, 2006
DWQ Project # 05-2171
Forsyth County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
City of Winston Salem
Storm Water Department
Attn: Keith Huff
PO Box 2511
Winston Salem, NC 27102
Subject Property: Salem Creek Stream Restoration
Modification of Issued Permit
REQUEST FOR MORE INFORMATION
® RETURN OF APPLICATION PACKAGE
Dear Mr. Huff:
On July 7, 2006, the Division of Water Quality (DWQ) received correspondence and a map dated June
15, 2006 in reference to the above referenced project. The DWQ has determined that your application
was incomplete and/or provided inaccurate information as discussed below. The DWQ will require
additional information in order to process your application to impact protected wetlands and/or streams on
the subject property. Therefore, unless we receive five copies of the additional information requested
below, we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and
will place this project on hold as incomplete until we receive this additional information. Please provide
the following information so that we may continue to review your project.
Additional Information Requested:
Water Quality Certification, See I. Processing, Item 2.. Please state which Permit
(Nationwide, Regional or General) number you intend to use. You may want to contact the
U.S. Army Corps of Engineers (USACE) to determine which permit they will allow you to
use.
DWQ requires the name of an individual shown as "Owner/Applicant" to set up the project.
The PCN Application failed to contain the Applicant/Agent's Signature and Date. See last
page of application. (Agent's signature is valid only if an authorization letter from applicant is
provided).
Water Body information not stated. See III Project Information, Item 7.
Incorrect and/or missing wetland, intermittent-perennial stream and/or buffer impacts.
DWQ is unable to review this project without noted or corrected impacts reflected.
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.stnte.nc.us/ncwetlands
None Carolina
N litra!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Lack of permitting fee. Please note that beginning January 1, 1999, the N.C. General
Assembly passed legislation requiring payment of a fee for all 401 applications. The fee for
applications is $200 for projects impacting less than an acre of wetland and less than 150
linear feet of streams. For projects impacting one or more acres of wetland or 150 or more
feet of streams, the fee is $475.
Incorrect permitting fee amount. Please see above item. Your check # for $
is herein enclosed for fee correction.
® A request for a modification of an issued permit requires re-submission of five (5) application
sets and appropriate fee. We have herein returned your modification request material.
OTHER:
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact this office in writing. If we
do not hear from you within three weeks, we will assume that you no longer want to pursue this project
and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Mr. Ian McMillan or Ms. Cyndi Karoly at 919-733-
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
C ;di Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/Ijd
Enclosures: Correspondence and W-S Map
cc: Buck Engineering, Chris Roessler, 8000 Regency Parkway Ste 200, Cary, NC 27511
File Copy
Central Files
Filename: 052171 V2COw-SsalemCrk(Forsy(h)_AfodtolssuedProject

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