20060551 Ver 1_COMPLETE FILE_20060330

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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
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 18, 2006
DWQ Project # 06-0551
Graham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Joseph M. Dehart
4830 Byers Road
Alpharetta, GA 30022
Subject Property: Dehart Farm Pond
Ut to Tobacco Branch [040402, 2-116, C]
WAIVER of 401 Water Quality Certification
Dear Mr. Dehart:
Your application dated March 16, 2006, for a 401 Water Quality Certification was received in the Central Office on
March 30, 2006, with more information received from you on June 6, 2006. According to our rules [15A NCAC 2H
.0507 (A)], if final action is not taken within 60 days, the Certification is waived unless DWQ has objected in writing to
your application. Therefore, DWQ has waived the requirement for a 401 Water Quality Certification for your plans to
permanently impact 300 linear feet of stream (pipe 50 linear feet of perennial stream, place rip rap in 20 linear feet of
.perennial stream, flood 210 linear feet of perennial stream, and pipe 20 linear feet of intermittent stream) to construct the
agricultural pond at the subject property.
However if additional impact occurs or your development plans change, this waiver is no longer valid and a 401 Water
Quality Certification will be required.
Please call Ms. Cyndi Karoly or Mr. Ian McMillan at 919-733-1786 if you have any questions regarding this waiver.
Si erely
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
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cc: Jennifer Robertson, Wetland and Natural Resource Consultants, Inc., P.O. Box 882, Canton, NC 28716
Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Paul Rawls, DWQ, Archdale Building
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
060551DehartPond(Graham)waiver_401
W ERR'
Oil
Wetland and Natural Resource
Consultants, Inc.
June 1, 2006
Mr. Kevin Barnett
NC Division of Water Quality
2090 US Highway 70
Swannanoa, North Carolina 28778
RE: Tobacco Branch Impoundment
Graham County, North Carolina
DWQ Project # 06-0551
Mr. Barnett:
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Please reference the request for additional information received by the North Carolina
Division of Water Quality (DWQ) in response to the permit application dated on
March 16, 2006 requesting written authorization for the construction of one road
crossing; and an impoundment and associated dam. Items 1-4 will be discussed below.
1. Joseph Dehart is proposing this pond so that he may provide drinking water to
grazing livestock and irrigation water for a small silviculture operation. This table
identifies the need for a 0.77 acres pond based on water demands.
Flora/Fauna Using Water Gallons Per Day Required No. of Flora/Fauna on
Property Total Amount of Water
Needed Per Da
Horse 12 5 60
Cow 30 10 300
Goats 3 10 30
Pine Seedlings 1 7259 7259
An additional 9% should be added to this total; 2% to account for evapotranspiration
and 7% to maintain a base pool elevation. Water needs to be available such that pines
and livestock can be sustained for up to 10 days without supplemental rain fall. Given
all these factors, the total volume of the pond needs to be approximately 76460
gallons. A pond with a surface area of 0.77 acres and an average depth of 2.5 feet
would yield the water necessary to maintain all pines and livestock on the property.
Canton Office Newton Office
PO Box 882 wnrinc.com PO Box 224
Canton, NC 28716 Newton, NC 28658
828-648-8801 828-465-3035
828-648-8802 Fax [phone] Fax
N
2. The pond as originally proposed was 1.08 acres. The size of the pond was reduced
to 0.77 acres. With both ponds having the some average depth, this reduced the
pond by 27009 gallons. Flooding was decreased by 365 linear feet. The dam,
spillway, and driveway crossing were reconfigured during the design process
minimizing the footprint of the dam and amount of rip-rap needed at the base of
the spillway and at the driveway crossing; decreasing impacts by 35 linear feet.
3. and 4. There is only one home on the 20-acre parcel. There is a possibility that the
applicant's brother will build a home on the property. Sewage disposal will be
handled through a permitted septic system. BMPs will be utilized during any
construction on the property to prevent erosion on the site. Quantity of
stormwater will not increase or decrease due to this project.
Should you have any further questions regarding the proposed construction at
Joseph Dehart's property, please do not hesitate to contact me at 828-713-1930.
Best regards,
Rebekah L. Newton
Cc: Mrs. Cyndi Karoly
401 Permitting Unit
1650 Mail Service Center
Raleigh, North Carolina 27699
Canton Office Newton Office
PO Box 882 wnrinc.com PO Box 224
Canton, NC 28716 Newton, NC 28658
828-648-8801 828-465-3035
828-648-8802 Fax [phone] Fax
?0 W A9Q
? (DW1.
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
May 22, 2006
DWQ Project # 06-0551
Graham County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED 7005 0390 00013552 9654
Joseph Dehart
4830 Byers Road
Alpharetta, GA 30022
Subject Property: Tobacco Branch Impoundment
Almond, Graham County
REQUEST FOR MORE INFORMATION
Dear Mr. Dehart:
On March 30, 2006, the Division of Water Quality (DWQ) received your application to
impact 300 linear feet of streams to construct the proposed Tobacco Branch
Impoundment. 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 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:
1. Project Description
Under Item III. 8. of your submitted, you reference that the impoundment will be
used for grazing animals, and for your Forestry Management Plan. You have
provided no justification for the size of the impoundment. (ie: Volume needed to
irrigate livestock in a normal (10 year rainfall history) year and volume needed for
your Forestry Management Plan during the same time frame.)
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone]Intemet: http://h2o.enr.state.nc.us/ncwetlands
One
nCarolina
N_or?
Naturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Dehart Impoundment
Page 3 of 3
May 22, 2006
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.
Kevin Barnett at 828-296-4657 if you have any questions regarding or would like to set
up a meeting to discuss this matter.
Sincerely,
Roger C. Edwards, Regional Supervisor
Division of Water Quality
Surface Water Protection Section
RCE1khb
cc: Jennifer Robertson, Wetland and Natural Resource Consultants, Inc.
Post Office Box 882
Canton, NC 28716
401 Permitting Unit, Central Office
USACE Asheville Regulatory Field Office
David McHenry, Wildlife Resources Commission
File Copy
Central Files
Filename: 06-0551.Dehartlmpoundment.Add-Info
RM?OLNWM 0
MAY 3 0 2006
DENR - WATER QUALITY
16ETIANDS AND STM,Il4'ATER BRANCH
Triage Check List
Date: 4/03/06
Project Name: Dehart Pond
DWQ #:06-0551
County: Graham
Kevin Barnett, Asheville Regional Office
To:
60-day Processing Time: 3/30/06 to 5/28/06
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!

MAR 8 0 2006
DENR - WATER QUAUTY
?yETLAT40S AND STM WATM BRANCH
Project Summary Sheet for the Corps ? n 0 0 5 5 1
Owner / Applicant
Name: Joseph Dehart
Mailing Address: 4830 Byers Road
Alpharetta, Georgia 30022
Phone Number: 828-479-2484
Street Address of Project:
Nearest Waterwa : Tobacco Branch
River !Basin: Little Tennessee
Nearest Ci : Almond NC
Coun : Graham County
Decimal Degree Coordinate Location of Project Site: 035.3821044 N
083.6460824 W
USGS Quadrangle Name: Tuskee ee

1' 1

Wetland and Natural Resource
Consultants, Inc.
.7
f1U' • wa.IAP 'Y'a
March 16, 2006
WNR, Inc. Project # JD-1000
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
Attn: Mr. David Baker
151 Patton Avenue, Room 208
Asheville, North Carolina 28801
RE: Joseph Dehart Pond/Driveway
Nationwide Permit 39 Application
Graham County, North Carolina
David/Kevin:
NC Division of Water Quality
Asheville Regional Office
Attn: Mr. Kevin Barnett
2090 US Hwy 70
Swannanoa, North Carolina 28778
The purpose of this letter is to request written authorization for stream impacts under
Nationwide Permit 39 for the project known as Joseph Dehart Pond Project in Graham
County, North Carolina. The project proposes permanent impacts associated with one
road crossing of 20 linear feet and permanent impacts associated with the construction
of a dam of 70 linear feet and of secondary flooding impacts of 210 linear feet.
The attached USGS topographical maps show the location of the project. Impacts are
shown on the attached site plan map. The property is personal and will not be
developed. The pond will serve for agricultural, farming, and forestry purposes.
A Corps stream channel data form for the main stream on site is included within this
application for your reference. The North Carolina Division of Water Quality (NC DWQ)
classifies Tobacco Branch as "C" waters. A copy of this application has been submitted
to the North Carolina Wildlife Resource Commission for comment as well.
Best Regards,,
J
ennifer Robertson
Canton Office Newton Office
PO Box 882 wnrinc.com PO Box 224
Canton, NC 28716 Newton, NC 28658
828-648-8801 828-465-3035
828-648-8802 Fax [phone] Fax
12/04/2005 05:54 8284792427 DEHART PAGE 02
Wetland and Natural Resource
Consultants, Inc.
Department of the Army
Wilmington District, Corps of Engineers
Attn: Ken Jolley, Chief Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
.and-
NC Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Blvd.
Raleigh, North Carolina 276042260
I, the current landowner of the property identified below, hereby authorize Wetland and Natural
Resource Consultants, Inc. to act on my behalf as my agent during the processing of permits to
impact Wetlands and Waters of the US that are regulated by the Clean Water Act and the
Rivers and Harbors Act.
Federal and State agents are authorized to be on said property when accompanied by Wetland
and Natural Resource Consultants, Inc. staff.
Wetland and Natural Resource Consultants, Inc. is authorized to provide supplemental
information needed for permit processing at the request of the Corps or DWQ.
Property Owner of Record:
Address:
Address:
Address:
Phone Number:

Property location: ?ohcacc n L=? Co.
Owners Signature:
Date:
Canton Office Newtorf Office
PO Box 082 wnrinecom PO Box 224
Canton, NC 28716 Newwri. NC 28658
828-648-8801 82"5-3035
828-648-8802 Fax I 828465-3050 Fax
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Name: TUSKEEGEE Location: 035.3889767° N 083 6414WRv 3,0 2006
Date: 3120/2006 Caption: Joseph Dehart Pond
Scale: 1 inch equals 1000 feet Almond, Graham County, N UENR _ WATER QUALITY
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Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not A ica e o
1. Processing MAR 3 0 2006
DENR - WATER QUALITY
1. Check all of the approval(s) requested for this project: WETLN4DSMNDSTORIAWATER8RAfXH
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Joseph M. Dehart
Mailing Address: 4830 Byers Road Alpharetta. Georgia 30022
Telephone Number: 828-648-8801 Fax Number: 828-648-8802
E-mail Address: n/a
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jennifer Robertson
Company Affiliation: Wetland and Natural Resource Consultants, Inc
Mailing Address: PO Box 882
Canton. North Carolina 28716
Telephone Number: 828-648-8801 Fax Number: 828-648-8802
E-mail Address: wnrinc n,aol.com
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
Page I of 8
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: Dehart Pond
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): not known
4. Location
County: Graham Nearest Town: Almond
Subdivision name (include phase/lot number):none
Directions to site (include road numbers/names, landmarks, etc.):From 19, head north on
Highway 28 Turn left onto Tobacco Branch Road. Follow road to property. See Attached
USGS Maps and Soil Survey.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 035.3821044°N 083.6460824°W
6. Property size (acres): +/- 20 Acres
7. Name of nearest receiving body of water: Tobacco Branch
8. River Basin: Little Tennessee
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is approximately 10 percent open fields and
approximately 90 percent forested. The property is being managed under a Forestry
Mana,gement Plan.
Describe the overall project in detail, including the type of equipment to be used: To
construct an aizricultural pond that will be used for grazing animals and for a small scale
forestry management plan A driveway crossing will also be constructed. Bulldozers,
trackhoes and other grading equipment will be used during the construction.
Page 2 of 3
Explain the purpose of the proposed work: To construct an agricultural pond.
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. no prior permits
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
no future work anticipated at this time. this is personal property
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: Construct a 0.8 acre pond and realign the
existing road
1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
cennrnteIv Ii ,t imnnets due to hoth structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
F(yes/ngin
es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
N/A N/A N/A N/A N/A N/A

Page 3 of 8
Total Wetland Impact (acres)
2. List the total acreage (estimated) of all existing wetlands on the property: < 0.5 acres
3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial o?
Intermittent. Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
1 UT Tobacco l3mch pipe intermittent 4 20 0.002
2 UT Tobacco Brnch flooding perennial 4 10 0.001
3 UT Tobacco Brnch flooding perennial 3 50 0.003
4 UT Tobacco Brnch flooding perennial 4 20 0.002
5 UT Tobacco l3mch flooding perennial 5 130 0.015
6 UT Tobacco Brnch pipe perennial 5 50 0.006
7 UT Tobacco Brnch rip-rap perennial 5 20 0.002

Total Stream Impact (by length and acreage) d 0.031
?CO
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
N/A N/A N/A N/A N/A

Total Open Water Impact (acres)
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.031
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.031
Page 4 of 8
Total Stream Impact (linear feet): 300
6. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
no isolated waters exist
7. 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.): dam/embankment
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): livestock, agriculture, irrigation
Current land use in the vicinity of the pond: road, forested
Size of watershed draining to pond: < 40 acres Expected pond surface area: 0.8 acre
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.The dam of the proposed pond
is beine constructed in the best topographical location for a dam. There is an existing road
within the pond area so there has been past disturbance The pond was decreased in size to avoid
fiirther stream impacts The hard impacts associated with the pond have been reduced to 70
linear feet through the design process The pond will have a cold water release discharge.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Page of 8
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The proposed mitigation-plan involves the preservation of 3,200 linear feet of streams with
25' buffers Further mitigation involves the establishment of vegetation along approximately
300 linear feet of shore around the pond. The preservation is proposed at a 10:1 ratio for
stream impacts.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): not proposed
Amount of buffer mitigation requested (square feet): not proposed
Amount of Riparian wetland mitigation requested (acres): not proposed
Amount of Non-riparian wetland mitigation requested (acres): not proposed
Amount of Coastal wetland mitigation requested (acres): not proposed
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
Page 6 of 8
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
X.
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), I5A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identifyN/A)? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier I Required
I (square feed Mitieation
I N/A 3 (2 for Catawba)
2 N/A 1.5
Total N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
XI.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. N/A
Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. none proposed
Page 7 of 8
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://li2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This is
private property and is not being developed.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
none
-- 11A
Applic• Agent's Signature Date
( is signat e is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8

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NC DENR - DIVISON OF WATER QUALITY 2B .0300
.0303 LITTLE TENNESSEE RIVER BASIN
Classification
Name of Stream Description Class Date Index No.
Deep Gap Creek From source to Shell Stand C 07/01/61 2-115-1-1
Creek
Whiteoak Creek From source to Shell Stand C 07/01/61 2-115-1-2
Creek
Elbow Branch From source to Shell Stand C 07/01/61 2-115-1-3
Creek
Little Coon Branch From source to Shell Stand c 07/01/61 2-115-1-4
Creek
Coon Branch From, source to Shell Stand C 07/01/61 2-115-1-5
Creek
Reid Branch From source to Shell Stand C 07/01/61 2-115-1-6
Creek
Whiteoak Branch From source to Shell Stand C 07/01/61 2-115-1-7
Creek
Rock Creek From source to Panther Creek C 07/01/61 2-115-2
Cook Branch From source to Rock Creek C 07/01/61 2-115-2-1
Rough Branch From source to Panther Creek C 07/01/61 2-115-3
Horse Branch From source to Panther Creek 'C 07/01/61 2-115-4
Tobacco Branch From source to Fontana Lake, C 07/01/61 2-116
Little Tennessee River
Wolf Creek From source to Fontana Lake, C 07/01/61 2-117
Little Tennessee River
Cody Branch From source to Wolf Creek C 07/01/61 2-117-1
Little Branch From source to Wolf Creek C 07/01/61 2-117-2
Laurel Branch From source to Wolf Creek C 07/01/61 2-117-3
Medlin Branch From source to Wolf Creek C 07/01/61 2-117-4
Big Branch From source to Wolf Creek C 07/01/61 2-117-5
Taylor Branch From source to Fontana Lake, B 07/01/61 2-118
Little Tennessee River
Proctor Branch From source to Fontana Lake, C 07/01/61 2-119
Little Tennessee River
Roaring Branch From source to Fontana Lake, C 07/01/61 2-120
Little Tennessee River
Loving Entry Branch From source to Fontana Lake, B 07/01/61 2-121
Little Tennessee River
Buckeye Branch From source to Fontana Lake, C;Tr 07/01/61 2-122
Little Tennessee River
Chambers Creek From source to Fontana Lake, C;Tr 07/01/61 2-123
Little Tennessee River
North Fork Chambers Creek From source to Chambers C;Tr 07/01/61 2-123-1
Creek
Hogpen Branch From source to North Fork C;Tr 07/01/61 2-123-1-1
Chambers Creek
Soringhouse Branch From source to North Fork C;Tr 07/01/61 2-123-1-2
Chambers Creek
Cherry Branch From sourcd to North Fork C;Tr 07/01/61 2-123-1-3
Chambers Creek
38

USACE AID#,
DWQ # Site # (indicate on attached map)
l STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: Joseph Dehart 2. Evaluator's name: Robertson
3. Date of evaluation: 02/16/2006 4. Time of evaluation: morning
5. Name of stream: UT to Tobacco Branch 6. River basin: Little Tennessee
7. Approximate drainage area: < 40 acres S. Stream order: first
9. Length of reach evaluated: 50 feet 10. County: Graham
11. Site coordinates (if known): 035.3821044°N 083.6460824°W
12. Subdivision name (if any):
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
UT to Tobacco Branch. Tuskeeaee USGS Ouad. See USGS Mans and Soil Surve
14. Proposed channel work (if any): agricultural pond for livestock and foresgy operation
15. Recent weather conditions: cold and wet, snow on ground during evaluation
16. Site conditions at time of visit: cold
17. Identify any special waterway classifications known: O Section. 10 IITidal Waters QEssential Fisheries Habitat
[]Trout Waters []Outstanding Resource Waters [] Nutrient Sensitive Waters []Water Supply Watershed _ (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? YES? NO® If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES® NOM
20. Does channel appear on USDA Soil Survey? YES® NOM
21. Estimated watershed land use: 40% Residential _% Commercial _% Industrial 20% Agricultural
40% Forested _% Cleared / Logged _% Other (
22. Bankfull width: 2-3 23. Bank height (from bed to top of bank): 2
24. Channel slope down center of stream: []Flat (0 to 2%) []Gentle (2 to 4%) f Moderate (4 to 10%) []Steep (>10%)
25. Channel sinuosity: MStraight 210ccasional bends []Frequent meander []Very sinuous []Braided channel
Total Score (from reverse): 62 Comments:
Evaluator's Signature (1,AJVLj.P__ 6&2kn
Date 03/16/2006
1
STREAM QUALITY ASSESSMENT WORKSHEET
ECOREGION POIN T RANGE
#
CHARACTERISTICS SCORE
Coastal Piedmont Mountain
000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 3
01 no flow or saturation = 0; strop flow = max points)
2 Evidence of past human alteration 0-6 0-5 0-5 3
extensive alteration = 0; no alteration = max points)
3 Riparian zone 0-6 0-4 0-5 4
no buffer = 0; contiguous, wide buffer = max points)

4 Evidence of nutrient or chemical discharges
0-5
0-4
0-4
3
extensive discharges = 0; no discharges = max oints
,.a 5 Groundwater discharge 0-3 0-4 0-4 3
U no discharge = 0; springs, seeps, wetlands, etc. = max points)
6 Presence of adjacent floodplain 0-4 0-4 0-2 1
(no flood lain = 0; extensive flood lain = max points)
a Entrenchment / floodplain access 0- 5 0- 4 0- 2 2
(deeply entrenched = 0; frequent flooding = max points)
$ Presence of adjacent wetlands
j 0-6 0-4 0-2 0
acent wetlands = max oints
no wetlands = 0; large ad
9 Channel sinuosity 0-5 0-4 0-3 2
extensive channelization = 0; natural meander = max points)
10 Sediment input 0-5 0-4 0-4 2
extensive deposition= 0; little or no sediment = max oints
11 Size & diversity of channel bed substrate NA* 0-4 0-5 3
fine, homogenous = 0; large, diverse sizes = max points)
12 Evidence of channel incision or widening 0-5 0-4 0-5 3
>4 (deeply incised = 0; stable bed & banks = max points)
?
13 Presence of major bank failures
0-5
0-5
0-5
4
0 severe erosion = 0; no erosion, stable banks = max oints

14 Root depth and density on banks
0-3
0-4
0-5
3
H no visible roots = 0; dense roots throughout = max points)

15 Impact by agriculture, livestock, or timber production
substantial impact =0; no evidence = max points) 0-5 0-4 0-5 2
16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 4
F no riffles/ripples or pools = 0; well-developed = max oints
d
1 Habitat complexity
0-6
0-6
0-6
4
little or no habitat = 0; frequent, varied habitats = max points)

18 Canopy coverage over streambed
0-5
0-5
0-5
4
x no shading vegetation = 0; continuous canopy = max points)
19 Substrate embe.ddedness NA* 0-4 0-4 3
(deeply embedded = 0; loose structure = max
20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 3
no evidence = 0; common numerous types = max points)
21 Presence of amphibians 0-4 0-4 0-4 3
O no evidence = 0; common, numerous types = max points)
O 22 Presence of fish 0-4 0-4 0-4 0
no evidence = 0; common, numerous types = max points)
23 Evidence of wildlife use 0-6 0-5 0-5 3
(no evidence = 0; abundant evidence = max points)
Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page) 62
* These characteristics are not assessed in coastal streams.
O?O? W AT ?qQG
O `C
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
Aprill 17, 2006
DWQ Project # 06-0550
Wake County
Mr. Carl R. Dawson
City of Raleigh
Department of Public Works
P.O. Box 590
Raleigh, NC 27602-0590
Subject Property: 2654 S. Saunders Street Stream Stabilization
Ut to Walnut Creek [030402, 27-34-(4), C, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Dawson:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 125 linear feet of perennial stream and 1,000 square feet (ft) of Zone 1 Neuse
River protected riparian buffer for the purpose of performing stream stabilization on an unnamed tributary
to Walnut Creek at the subject property, as described within your application dated March 26, 2006,
which was received by the N.C. Division of Water Quality (DWQ) on March 30, 2006. After reviewing
your application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3495 (GC3495). The Certification(s) allows you to use Nationwide Permit(s) NW 13 when
issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
None Carolina
401 Oversight/Express Review Permits Unit Nf!lrallf
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Intemet:http://h2o. en r. state. nc. us/ncwetla nds
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
City of Raleigh - Department of Public Works
Page 2 of 3
April 17, 2006
Amount Approved
Units Plan Location or Reference
Stream - perennial 125 linear feet PCN page 8 of 12
Buffer -Zone 1 1,000 (square ft. PCN page 11 Of 12
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B 33 and GC 3402.
6. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
City of Raleigh - Department of Public Works
Page 3 of 3
April 17, 2006
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
Sincerely,
AWK/Um
Enclosures: GC 3495
Certificate of Completion
a 1W. tmek, P.E.
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 06055000Ralei gh2654 S.Saund ersStS treambankStab il(Wake)40 I_NBR

March 24, 2006
2 0 0 0 5 5 0
Ms. Laurie Dennison
North Carolina Department of Environment
and Natural Resources (NC-DWQ)
Division of Water Quality
-
401/Wetland Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Preconstruction Notification Application Form for
Streambank Stabilization at: L9?U
2654 S. Saunder Street D
Raleigh, NC 27603 'MAR 9
Dear Ms. Dennison: Ar7ti W uh 4u
Please find enclosed seven copies of a completed "Preconstruction Notification Application
Form" for the referenced project. I am submitting one copy of this application concurrently to
Mr. Monte Mathews with the United States Army Corps of Engineers.
This stream stabilization project impacts less than 500 linear feet and meets the criteria
established under the US Army Corps Nation wide (NWP 13) Permit. This stream is subject to
the Neuse River Riparian Area Protection Rules and the proposed stabilization activities are not
exempt under Neuse Riparian Buffer Protection Rules - Rule .0233 (15A NCAC 213.0233).
Therefore written concurrence from NC-DWQ is sought per conditions established in Condition 6
under NC-DWQ's General Permit - GC3495.
Thank you for your assistance in processing this application. If I may answer any questions
concerning the application, please contact me at [phone].
Sincely
A"ff
S heila Thomas-Ambat
Stormwater Project Engineer
STA/
Enclosures
cc: Mr. Jim Leumas, P.E.
Mr. Monte K. Matthews
OFFICES " 222 WEST HARGETT STREET " POST OFFICE BOX 590 " RALEIGH. NORTH CAROLINA 27602
RECYCLED PAPER
1

March 24, 2006
Mr. Monte K. Matthews
Raleigh Regulatory Field Office
U. S. Army Corps of Engineers
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
Re: Preconstruction Notification Application Form for
Streambank Stabilization at:
2654 S. Saunder Street
Raleigh, NC 27603
Dear Mr. Matthews:
Please find enclosed one copy of a completed "Preconstruction Notification Application Form"
for the referenced project. This stream stabilization project impacts less than 500 linear feet and
meets the criteria established under the US Army Corps Nation Wide (NWP 13) Permit.
I am submitting seven copies of this application concurrently to Ms. Laurie Dennison with the
North Carolina Department of Environment and Natural Resources, Division of Water Quality,
401 Wetlands Unit.
Thank you for your assistance in processing this application. If I may answer any questions
concerning the application, please contact me at [phone].
Sincerely,
Q?LA-,k
Sheila Thomas-Ambit
Stonr?water Project Engineer
STA/
Enclosures
cc: Mr. Jim Leumas, P.E.
Ms. Laurie Dennison
OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH. NORTH CAROLINA 27602
RtcvCLFn PA EH

690?
MAR 3 0 2006
Office Use Only: C, E.Ei1?t?MYc'lYion arch 05
0 00 5 5 0
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this
® Section 404 Permit
? Section 10 Permit ?
® 401 Water Quality Certification ?
proj ect:
Riparian or Watershed Buffer Rules
Isolated Wetland Permit from DWQ
Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 13
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Carl R. Dawson, Jr., P.E.
Mailing Address: City of Raleigh
P.O. Box 590
Public Works Department
Raleigh, NC 27602
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: carl.dawsonPci.raleiah.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: NA
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: 2654 S. Saunders Street Stream Stabilization
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
Property Identification Number (Tax PIN):
1702369701
4. Location
County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.):
From downtown Raleigh head west on West Hargett Street. Turn left on S Dawson Street and go a mile.
Continue on S Saunders Street for about 1.3 miles and the property will be on your right.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.74671°N --78.64889 °W
6. Property size (acres): Lot size is 1.8 acres. Stream bank stabilization length is 125 feet.
7. Name of nearest receiving body of water: Walnut Creek
8. River Basin: Neuse River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.cnr.state.nc.tis/adniin/naps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing land use is NB or Neighborhood Business District. Site is a
local unnamed drainage feature that drains into Walnut Creek. Area in the vicinity is zoned NB, R-4 and R-10.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Stabilize
the channel, by reinforcing the right (facing downstream) side slope of the channel with filter fabric and rip rap
for a length of 125 feet. A rubber tired backhoe will be used for shaping/ rg ading activities and material
placement; a dump tnick will be used to dispose of materials. Work on the north side of the channel will be
completed by entry through the adjacent parking lot. There will be no need to cross or get into the channel.
Work on the south east portion of the channel will be completed by entry through the north side of the 2658 S
Saunders address.
11. Explain the purpose of the proposed work: The purpose of the proposed work is to stabilize
a section of the stream bank (right side, approximately 125 feet) that has severely eroded. The top bank of the
channel has eroded to a point less that 4 feet from the southwest corner of the building. This project will help
minimize f Lure erosion potential of the stream bank along this section of the channel.
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. NA
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Not anticipated.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Provide a written description of the proposed impacts: There are no indicators of wetlands on site.
A field investi at?y staff of the COR Storm Water Management Division was made to determine the severity of
the stream bank erosion and sedimentation as a result of erosion. Please see the enclosed report titled "Stream Bank
Repair Summary - 2654 S. Saunders Street" for a narrative including digital photographs of the site.
Page 7 of 12
1. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
There are no indicators
of wetlands.
0.00

Total Wetland Impact (acres) 0.00
2. List the total acreage (estimated) of all existing wetlands on the property:0.0 Acres
3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact
Perennial or Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet) Area of
Impact
acres
S-1 (See Report) Unnamed tributary to Stabilization Perennial 8 ft 125 0.02
Walnut Creek (Bottom Width)

Total Stream Impact (by length and acreage) 125 0.02
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma Name Waterbody
(if applicable) e)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
NA 0.00

Total Open Water Impact (acres) 0.00
Page 8 of 12
5. List the cumulative impact to all Waters of the U.S. resulting from the ro'ect:
Stream Impact (acres): 0.02
Wetland Impact (acres): 0.00
Open Water Impact (acres): 0.00
Total Impact to Waters of the U.S. (acres) 0.02
Total Stream Impact (linear feet): 125
6. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
7. Pond Creation: NA
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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area: NA
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. This stream bank stabilization project
is intended to restrain further erosion on a 125 -foot reach of an unnamed tributary to Walnut Creek in the Neuse
River Basin. This top right bank of the channel has eroded within 4 feet of the southwest corner of the building
located at 2654 S. Saunders Street. Standard protection measures will be used during construction to minimize
erosion and off-site sedimentation in accordance with the "North Carolina Erosion and Sediment Control Plannine
and Desi.,n Manual" prepared by the North Carolina Department of Environment and Natural Resources.
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
Page 9 of 12
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
littp:Hli2o.enr.state.nc.us/ncwetiaiids/strmgide.litnil.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
NA
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wry/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
Page 10 of 12
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ?
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
identify V Yes ® No ?
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1000 3 (2 for Catawba) NA
2 NA 1.5 NA
Total 1000
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260. NA
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Existing impervious acreace includes the parking lot and
the building on the property. These features account for 52% of the total property acreage of 1.8 acres. No
additional impervious surfaces to be constnicted. Erosion and sediment control measures, such as silt fencing will
be used during construction to minimize the potential for off-site sedimentation during constnuction activities.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
NA
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
?/L?/ob
Applicant/Agent's ?46ature ' If ate
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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STREAM BANK REPAIR - 2654 S. SAUNDERS STREET
Introduction
This narrative supplements the Pre-Construction Notification Application for the
referenced project. The City of Raleigh is submitting this stream bank repair request on
behalf of Mr. and Mrs. Margulies, the owners of the property at 2654 S. Saunders Street.
The City of Raleigh Stormwater Drainage Policy Resolution (1998)-833 is a cost-share
program that provides financial and technical assistance in alleviating severe erosion,
structural flooding and /or public nuisance on fully developed private property. This
policy is available to citizens within the City of Raleigh's corporate limits.
Proiect Scope
An unnamed tributary in the Walnut Creek Watershed runs through the referenced
property. It has experienced severe erosion. A site inspection was performed by staff of
the City of Raleigh Public Works Department, Stormwater Management Division. The
enclosed digital photographs (Figures 1, 2 and 3) indicate the findings of the site
inspection.
The area described below was selected as the primary focus of the proposed stream bank
stabilization:
DESCRIPTION PROBLEM
125 linear feet of
stream channel Severe erosion has occurred along the right side of the stream
channel, causing sloughing of the channel bank.
Proposed Improvements
The City of Raleigh proposes to stabilize the channel by reinforcing the right (facing
downstream) side slope of the channel with filter fabric and riprap for a length of
approximately 125 feet. Excavation of the side slope to 2H: IV and removal of sediment
in the channel bottom will be required prior to placing the filter fabric and riprap. The
vertical depth of the channel section varies between approximately four feet. The USGS
7.5-Minute Quadrangle map shows a blue line (perennial) stream at the location of the
OFFICES • 222 WEST HARGETT STREET • POST OFFICE BOX 590 • RALEIGH. NORTH CAROLINA 27602
RECYCLED PAPER
site. Site visits by staff of the Stormwater Services Division observed water in the
channel during each site visit. The drainage area of the channel at this property is
approximately 100 acres.
As indicated in Figures 1 and 3, the right bank of the channel is adjacent to the building
and parking lot. The proposed work will be performed on this side of the channel. There
are a couple trees that may need to be removed along with the removal of sediment in the
channel. The proposed project will stabilize the right side of the slope of the channel
from further erosion. A vicinity map and more detailed map are attached. Figure 4
shows a typical repair section.
I
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Figure 1: 2654 S. Saunders Street: Picture is taken from the south east side of property.
Camera is facing north west (downstream). Picture shows erosion of the right bank of the
channel adjacent to the foundation of the building at 2654 S. Saunders Street.
Figure 2: 2654 S. Saunders Street: Picture is taken from the south east side of property.
Camera is facing upstream in the south east direction.
Figure 3: 2654 S. Saunders Street: Picture is taken from the north side of property.
Camera is facing south (upstream). Picture shows proposed stabilization area in the
vicinity of the building at 2654 S. Saunders St.
Right Side of Channel
(Facing Downstream)
Vegetation --\
-------------
Filter Fabric \
Underliner
iprap wi
Existing Ground Line
Figure 4 - Typical Repair Section
NTS
PROJECT:
SUB-BASIN ID:
PEAK DISCHARGE (Q=CIA)
Total Area (A)
Commercial/Business
Residential (1/4-2 acre)
C
2654 S Saunders
100 ACRES
% Acres C
90
0.7 63 0.85
0.3 27 0.5
0.75
Tc = ((L^3/H)^.385)/128
Flow Length L (Ft)
Elev Up (Ft)
Elev Down (Ft)
H
Tc
5000
360
260
100
10.4
yr g h 1=g/(h+Tc) Q=CIA
2 132 18 4.65 312
5 169 21 5.38 361
10 195 22 6.02 404
25 232 23 6.95 466
50 261 24 7.59 509
100 290 25 8.20 550
2654 S. Saunders
Project Description
Friction Method Manning Formula
Solve For Normal Depth
Input Data
Roughness Coefficient 0.050
Channel Slope 0.03000 ft/ft
Left Side Slope 1.00 ft/ft (H:V)
Right Side Slope 2.00 ft /ft (H:V)
Bottom Width 8.00 ft
Discharge 404.00 ft'/s
Results
Normal Depth 3.48 ft
Flow Area 46.07 ft2
Wetted Perimeter 20.72 ft
Top Width 18.45 It
Critical Depth 3.44 ft
Critical Slope 0.03142 ft/ft
Velocity 8.77 ft/s
Velocity Head 1.20 ft
Specific Energy 4.68 ft
Froude Number 0.98
Flow Type Subcritical
GVF Input Data
Downstream Depth 0.00 ft
Length 0.00 ft
Number Of Steps 0
GVF Output Data
Upstream Depth 0.00 ft
Profile Description
Profile Headloss 0.00 ft
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ft/s
Normal Depth 3.48 ft
Critical Depth 3.44 ft
Channel Slope 0.03000 ft/ft
Critical Slope 0.03142 fUft
Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00]
312412006 2:52:37 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 1