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FINAL BASIN PLAN YADKIN RIVER BASIN NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM COOPERATING TECHNICAL STATE Prepared by the: State of North Carolina and the Federal Emergency Management Agency Dated: November 8, 2007

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Page 1: NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM COOPERATING · PDF fileNorth Carolina Floodplain Mapping Program Cooperating Technical State Final Basin Plan — Yadkin River Basin Date:

FINAL BASIN PLAN — YADKIN RIVER BASIN

NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM

COOPERATING TECHNICAL STATE

Prepared by the: State of North Carolina and the Federal Emergency Management Agency Dated: November 8, 2007

Page 2: NORTH CAROLINA FLOODPLAIN MAPPING PROGRAM COOPERATING · PDF fileNorth Carolina Floodplain Mapping Program Cooperating Technical State Final Basin Plan — Yadkin River Basin Date:

North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page i

TABLE OF CONTENTS PAGE Contact Information.................................................................................................. ivAbbreviations and Acronyms ...................................................................................... v I. Introduction ...................................................................................................1 Why the State of North Carolina Created the Floodplain Mapping Program.........2 Components of the North Carolina Floodplain Mapping Program........................2 Floodplain Mapping Program Funding and Work Plan........................................3 Program Benefits............................................................................................4 II. Yadkin River Basin Description.........................................................................6 III. Scoping Phase for the Yadkin River Basin ....................................................... 13 Step 1—Initial Research and Community Coordination .................................... 16 Step 2—Initial Scoping Meetings.................................................................... 18 Step 3—Draft Basin Plan ............................................................................... 21 Step 4—Final Scoping Meetings ..................................................................... 21 Step 5—Final Basin Plan................................................................................ 22 IV. Elevation and Flood Data Development and Digital FIRM Production for the Yadkin River Basin ............................................................................. 23 Base Map..................................................................................................... 23 Topographic Data ......................................................................................... 23 Flood Hazard Data........................................................................................ 24 1. Detailed Study—Riverine............................................................... 24 2. Limited Detailed Study.................................................................. 38 3. Redelineation ............................................................................... 38 4. Use of Effective Information.......................................................... 39 Variations from Community-Identified Needs and Priorities ................. 40 DFIRM ........................................................................................................ 40 V. Community Review and Due Process.............................................................. 40

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page ii

TABLE OF CONTENTS PAGE List of Figures Figure 1. Total Number of Policies in Force and Total Number Paid Losses .........2 Figure 2. Three Phases of Development and Production....................................4 Figure 3. Phases of the North Carolina Statewide Floodplain Mapping Program...4 Figure 4. Yadkin River Basin Vicinity Map .........................................................6 Figure 5. Process for Scoping the Yadkin River Basin ...................................... 15 Figure 6. Components of a Digital FIRM ......................................................... 23 List of Tables Table 1. Community Information ................................................................... 10 Table 2a. USGS Gage Information - Detailed Studied Flooding Sources ............ 17 Table 2b. USGS Gage Information - Approximate Zone A Flooding Sources ...... 17 Table 3. Initial Scoping Meetings for the Yadkin River Basin ............................ 19 Table 4. Summary of Riverine Flooding Sources to be Studied in Detail............ 25 Table 5. Summary of Technical Methods for the Yadkin River Basin ................. 39 Table 6. Summary of DFIRMs for the

Yadkin River Basin........................................................................... 41 Appendices Appendix A. Attendance Sheets from Initial Scoping Meetings ........................A-1 Appendix B. Summaries of Community-Identified

Flood Mapping Needs................................................................B-1 Appendix C. Attendance Sheets from Final Scoping Meetings .........................C-1 Appendix D. Summary of Flooding Sources to be Studied by

Limited Detailed Methods……………………………………………………….D-1 Appendix E. Summary of Flooding Sources to be

Redelineated …………………..…………………………………………………...E-1Appendix F. Summary of Variations from Community-Identified Needs and Priorities to be added to the Final Basin Plan ……………………………F-1

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page iii

TABLE OF CONTENTS

Attachments 1. Community Recommendations – Yadkin River Basin

a. Alexander County, North Carolina b. Anson County, North Carolina c. Cabarrus County, North Carolina d. Caldwell County, North Carolina e. Davidson County, North Carolina f. Davie County, North Carolina g. Forsyth County, North Carolina h. Guilford County, North Carolina i. Iredell County, North Carolina j. Montgomery County, North Carolina k. Randolph County, North Carolina l. Richmond County, North Carolina m. Rowan County, North Carolina n. Stanley County, North Carolina o. Stokes County, North Carolina p. Surry County, North Carolina q. Union County, North Carolina r. Watauga County, North Carolina s. Wilkes County, North Carolina t. Yadkin County, North Carolina

2. Final Basin Plan – Yadkin River Basin a. Alexander County, North Carolina b. Anson County, North Carolina c. Cabarrus County, North Carolina d. Caldwell County, North Carolina e. Davidson County, North Carolina f. Davie County, North Carolina g. Forsyth County, North Carolina h. Guilford County, North Carolina i. Iredell County, North Carolina j. Montgomery County, North Carolina k. Randolph County, North Carolina l. Richmond County, North Carolina m. Rowan County, North Carolina n. Stanley County, North Carolina o. Stokes County, North Carolina p. Surry County, North Carolina q. Union County, North Carolina r. Watauga County, North Carolina s. Wilkes County, North Carolina t. Yadkin County, North Carolina

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page iv

CONTACT INFORMATION Questions or comments about this Basin Plan can be directed to: Randy Mundt, Community Development Planner North Carolina Floodplain Mapping Program (919)715-5711 x119 or [email protected] Questions about the National Flood Insurance Program (NFIP) and NFIP mapping can be directed to the Federal Emergency Management Agency’ s Map Assistance Center toll free information line at 1-877 FEMA MAP (1-877-336-2627) or [email protected].

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page v

ABBREVIATIONS AND ACRONYMS The following abbreviations and/or acronyms are used throughout this Basin Plan.

Abbreviation/Acronym Description BFE Base Flood Elevation

CGIA Center for Geographic Information and Analysis

CTS Cooperating Technical State

DEMs Digital Elevation Models

DFIRM Digital Flood Insurance Rate Map

DOQs Digital Orthophoto Quadrangles

FEMA Federal Emergency Management Agency

FEMA-MCC FEMA’s Mapping Coordination Contractor (Dewberry)

FIS Flood Insurance Study

FIRM Flood Insurance Rate Map

FMIS Floodplain Mapping Information System

GIS Geographic Information Systems

LIDAR Light Detection and Ranging

MENCA Mapping and Engineering Needs Community Assessment

NAVD 88 North American Vertical Datum of 1988

NCEM North Carolina Division of Emergency Management

NCDENR North Carolina Department of Environment and Natural Resources

NCFMP North Carolina Floodplain Mapping Program

NFIP National Flood Insurance Program

NGVD 29 National Geodetic Vertical Datum of 1929

TIN Triangulated Irregular Network

USGS U. S. Geological Survey

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page 1

I. INTRODUCTION The State of North Carolina, through the Federal Emergency Management Agency’s (FEMA’s) Cooperating Technical Community partnership initiative, has been designated as the nation’s first Cooperating Technical State (CTS). As a CTS, the State has assumed primary ownership and responsibility of the National Flood Insurance Program’s (NFIP) Flood Insurance Rate Maps (FIRMs) for all North Carolina communities. This role has traditionally been fulfilled by FEMA. North Carolina faces extreme hazard and consequence from hurricanes and flooding. Since 1989, there have been 21 federally declared disasters in North Carolina. Damages from Hurricane Floyd alone have reached $3.5 billion. As a result of Hurricane Floyd, 4,117 uninsured and under-insured homes were destroyed. Figure 1 below shows the number of flood policies in force and number of paid losses in the Yadkin River Basin between the years of 1978 and 2005. The State’s vulnerability to hurricanes and flooding make it crucial that communities and property owners have accurate, up-to-date information about the flood risk. The updated DFIRMs produced through this Program will help to protect the lives and property, and contribute to the general well being, of North Carolina citizens.

County No. of Policies/Claims

since 1978

Repetitive Loss

Structures/Claims

Alexander 39/0 0/0

Anson 1/0 0/0

Cabarrus 143/24 4/9

Caldwell 122/12 1/3

Davidson 253/10 2/4

Davie 45/4 0/0

Iredell 67/3 0/0

Montgomery 40/1 0/0

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page 2

Randolph 48/3 0/0

Richmond 8/0 0/0

Rowan 35/4 0/0

Stanly 39/3 0/0

Stokes 15/8 0/0

Surry 20/17 1/4

Union 146/18 1/2

Wilkes 5/0 0/0

Yadkin 2/0 0/0

Figure 1. Total Number of Policies in Force and Total Number Paid Losses Why the State of North Carolina created the Floodplain Mapping Program There are several reasons why the State has initiated this Program; these include the following:

• Approximately 55% of North Carolina FIRMs were at least 10 years old. • Approximately 75% of North Carolina FIRMs were at least 5 years old. • FEMA’s mapping budget is finite; on average, North Carolina received only one

updated flood study for one county per year. • Many counties and communities have indicated that they do not have the

resources to take on this responsibility. Components of the North Carolina Floodplain Mapping Program The North Carolina Floodplain Mapping Program involves the following: • Acquisition of high-resolution topographic data and development of accurate DEMs.

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin

• Development of up-to-date, accurate flood hazard data and floodplain mapping. • Production of seamless digital FIRM coverage statewide:

- DFIRMs will be produced on a statewide basis where all counties and incorporated communities are seamlessly shown across one set of state maps.

- Digital Orthophoto Quadrangles (DOQs), produced in partnership by the State of North Carolina and the U.S. Geological Survey (USGS), will be used as the primary base map. In areas where there is a locally produced base map that is more current or accurate than the DOQs, the locally developed map may be used to supplement or in place of the DOQs as the base.

- Flood Elevations on the DFIRMs will be converted to the North American Vertical Datum of 1988 (NAVD 88).

- Unnumbered A Zones (where applicable) will be studied and be advanced to Limited Detailed Studies providing a Base Flood Elevation (BFE), where none currently exist.

The North Carolina Floodplain Mapping Program, administratively located in the North Carolina Division of Emergency Management (NCEM), oversees and manages the Program. NCFMP will work closely with several other state agency partners such as North Carolina Geodetic Survey (NCGS), Center for Geographic Information and Analysis (CGIA), and the Floodplain Management Branch to ensure quality map production. In the production of the Basin Plan, NCFMP has worked in close cooperation with the Floodplain Management Branch of the NCEM to ensure that all flood hazards and NFIP issues are addressed. Additionally, after the updated flood data and maps are produced, NCFMP coordinates with Floodplain Management to conduct training and outreach to assist communities in utilizing the new data and maps to implement floodplain management and hazard mitigation activities. The North Carolina Floodplain Mapping Program has also implemented a state-of-the-art, dynamic Floodplain Mapping Information System (FMIS) to analyze, maintain, and archive maps and associated flood hazard data. The FMIS also serves to present and distribute the mapping data and associated reports to the public via the Internet without the user needing to have sophisticated Geographic Information System (GIS) software. An additional component of the Program is a real-time flood forecasting and inundation mapping capability. The North Carolina Flood Warning System is currently being piloted in the Tar-Pamlico and Neuse River Basins. The development of topographic and flood data and production of statewide digital FIRM panels will have three phases (Figure 2): (1) scoping, (2) flood map production, and (3) Community Review and Due Process (post-preliminary process).

Scoping Flood MapProduction

CommunityReview andDue Process

Date: November 8, 2007 Page 3

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin

Figure 2. Three Phases of Development and Production Flood Mapping Program Funding and Work Plan In August 2000, the North Carolina General Assembly allocated $42.8 million to the Floodplain Mapping Program. FEMA has contributed an additional $30.65 million toward the Program as well as in-kind contribution of engineering, mapping, and program management services. The State has also worked with other Federal partners to secure additional needed funding. Based on the General Assembly’s directive, work began on the six eastern river basins as shown in Figure 3 (Phase I—Cape Fear, Lumber, Neuse, Pasquotank, Tar-Pamlico, and White Oak). Work was initiated on six additional river basins in 2003 (Phase II—Chowan, Roanoke, Yadkin, Catawba, Watauga, and New). Work on the remaining five basins (Phase III—Broad, French Broad, Little Tennessee, Hiawassee, and Savannah) started in the summer of 2005.

Figure 3. Phases of the North Carolina Floodplain Mapping Program Program Benefits The North Carolina Statewide Floodplain Mapping Program will provide many benefits to North Carolina communities, property owners, and citizens. These include:

• The updated flood hazard data will provide current, accurate information for North Carolina communities and property owners to make safe siting and design decisions when rebuilding from flooding disasters, building new structures and infrastructure, and retrofitting existing structures.

Date: November 8, 2007 Page 4

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page 5

• The use of the updated data by communities for floodplain management will dramatically reduce long-term flood losses to the State of North Carolina, its communities, and its citizens.

• Updated flood hazard data will alert those at risk of flooding of the need to purchase flood insurance protection.

• It will be faster and more cost effective to update DFIRMs. • Current, updated base maps and the digital format of the FIRMs will allow users

to make more efficient, precise flood risk determinations. • The resultant DFIRMs will be the official NFIP maps; these DFIRMs will also be

used by communities for floodplain management purposes. • The digital format of the DFIRMs will allow use with GIS for analysis and

planning. • The digital Floodplain Mapping Information System will allow online access to all

map users 24 hours a day without requiring sophisticated GIS software. • The DEMs being developed will be useful for almost any engineering or planning

application, such as site design, storm-water management, transportation planning and design, and spill response.

This report summarizes and provides details about the scoping phase that was completed for the Yadkin River Basin and how the results of this scoping effort were used to develop a plan for developing updated flood data and statewide DFIRMs for counties and communities located within the Yadkin River Basin. This report also describes the process and schedule for completing the map production and community review phases.

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin

II. YADKIN RIVER BASIN DESCRIPTION

The Yadkin River Basin drains from the Virginia border to South Carolina, cutting a swath through west central North Carolina. With 7,400 square miles, or 15.6% of the land area, this is the second largest drainage basin in the state. It also has the second largest number of stream miles - 5,855. The basin originates on the eastern slopes of the Blue Ridge Mountains in Caldwell, Wilkes, and Surry Counties (Figure 4). A small portion of the Yadkin River headwaters originates in Virginia and flows northeasterly for about 100 miles, then flows to the southeast until it joins the Uwharrie River to form the Pee Dee River. The Pee Dee River continues flowing southeasterly through South Carolina to the Atlantic Ocean. The North Carolina portion of the basin contains approximately 5,991 miles of freshwater streams and rivers.

Figure 4. Yadkin River Basin Vicinity Map

Forest land covers approximately 50% of the basin and 95% of that forestry is privately owned. Agriculture (including cultivated and uncultivated cropland (15.6%) and pastureland (14.1%)) covers approximately 30% of the land area, while 13% of the land is developed. The urban and built-up category comprises roughly 11% and

Date: November 8, 2007 Page 6

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page 7

exhibited the most dramatic change between 1982 and 1992 (38% increase). Other categories that showed substantial changes during this period were pasturelands (19% increase) and the "Other" category, which includes rural transportation (26% increase).

Both cultivated and uncultivated cropland decreased by a total of 46% in the basin between 1982 and 1992. It is likely that some of this cropland was converted to pastureland and to urban and built-up areas. Major land use activities in the basin include agriculture (crops, swine, poultry, and cattle operations) and construction activities related to growth. Iredell County has the largest dairy cattle population in the state. The map below shows a general area of the Yadkin River Basin, also known as the Yadkin-Pee Dee River Basin.

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin

There are 28 counties and over 93 municipalities in this large drainage area. The basin includes all or portions of the following counties: Alexander, Allegheny, Anson, Ashe, Cabarrus, Caldwell, Davidson, Davie, Forsyth, Guilford, Iredell, Mecklenburg, Montgomery, Randolph, Richmond, Rowan, Scotland, Stanly, Stokes, Surry, Union, Watauga, Wilkes, and Yadkin. (This Basin Plan does not include information for the following counties: Ashe, Alleghany, and Guilford. Ashe, Alleghany and Guilford are included in other Basin Plans.) This is the second most densely populated watershed, with 1,193,353 people or 17.51 % of the state's total population. Based on 1990 census data, the population of the basin was 1.2 million people.

Date: November 8, 2007 Page 8

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page 9

The most populated areas are in and near Winston-Salem and Charlotte. The overall population density is 163 persons per square mile versus a statewide average of 123 persons per square mile. While much of the basin contains rural areas surrounding small towns, many of the small to large cities have high density areas. The percent population growth over the ten year period between 1980 and 1990 was 10 percent.

This region is characterized by rolling hills and geologic formations consisting of crystalline or sedimentary rocks. Because of the moderate topography, more streams drain a smaller amount of land, creating moderate drainage density. The Yadkin Basin serves as a corridor for plants and animals migrating from the mountains to the Coastal Plain, and vice-versa. This basin contains a variety of habitat types, as well as many rare plants and animals. Sportfishes in the Yadkin River upstream of the Kerr Scott Reservoir include smallmouth bass, redbreast sunfish and bullhead catfishes. A considerable amount of white and striped bass fish exist below Idols Dam (west of Clemmons – in Forsyth County) in the spring when the fish migrate from downstream reservoirs to spawn. In addition to being important natural resources, these reservoir fisheries also help make the basin a popular place for recreation, significantly boosting the local economy. Table 1 below summarizes the counties and communities located partially or entirely within the Yadkin River Basin and their current NFIP participation and mapping status.

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page 10

Table 1. Community Information

Community Name County Participation

Status Date of Current

NFIP Map Alexander County Alexander Regular/Participating 7/20/1998

Town of Taylorsville Alexander Non-Participating Not Mapped

Alleghany County Alleghany Regular/Participating 2/1/2004

Anson County Anson Regular/Participating 6/18/1990

Town of Ansonville Anson Emergency Not Mapped

Town of Lilesville Anson Non-Participating Not Mapped

Town of Morven Anson Non-Participating Not Mapped

Town Of McFarlan Anson Non-Participating Not Mapped

Town of Peachland Anson Regular/Participating 7/1/1987

Town of Polkton Anson Emergency 2/10/1978

Town of Wadesboro Anson Regular/Participating 8/19/1986

Ashe County Ashe Regular/Participating 10/20/1999

Cabarrus County Cabarrus Regular/Participating 11/2/1994

City of Concord, Cabarrus Regular/Participating 11/2/1994

Town of Harrisburg Cabarrus Regular/Participating 11/2/1994

City of Kannapolis Cabarrus Regular/Participating 11/2/1994

Town of Midland Cabarrus Non-Participating Not Mapped

Town of Mount Pleasant Cabarrus Non-Participating 11/2/1994

Caldwell County Caldwell Regular/Participating 8/3/1998

Davidson County Davidson Regular/Participating 9/7/2000

Town of Davidson Davidson Regular/Participating 2/4/2004

Town of Denton Davidson Non-Participating 9/7/2000

City of Lexington Davidson Non-Participating 9/7/2000

City of Thomasville Davidson Non-Participating 9/7/2000

Town of Cooleemee Davie Non-Participating Not Mapped

Davie County Davie Regular/Participating 12/17/1993

Town of Mocksville, Davie Emergency 6/27/2000

Town of Bethania, Forsyth Regular/Participating 4/24/2002

Village Of Clemmons, Forsyth Regular/Participating 10/20/1998

Forsyth County Forsyth Regular/Participating 10/20/1998

Town of Kernersville, Forsyth Regular/Participating 10/20/1998

Town of Lewisville, Forsyth Non-Participating Not Mapped

Town of Rural Hall, Forsyth Regular/Participating 10/20/1998

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page 11

Table 1. Community Information (continued)

Community Name County Participation Status Date of Current NFIP Map

Village of Tobaccoville, Forsyth Regular/Participating 10/20/1998

Town of Walkertown, Forsyth Regular/Participating 10/20/1998

City of Winston-Salem Forsyth Regular/Participating 10/20/1998

Guilford County Guilford Regular/Participating 5/18/1998

City of High Point Guilford Regular/Participating 5/18/1998

Iredell County Iredell Regular/Participating 6/22/1998

Town of Harmony Iredell Non-Participating Not Mapped

Town of Love Valley Iredell Non-Participating Not Mapped

Town of Mooresville Iredell Regular/Participating 5/1/1980

City of Statesville Iredell Regular/Participating 9/28/1979

Town of Troutman Iredell Non-Participating Not Mapped

City of Charlotte Mecklenburg Regular/Participating 2/4/2004

Town of Cornelius Mecklenburg Regular/Participating 2/4/2004

Town of Davidson Mecklenburg Regular/Participating 2/4/2004

Town of Huntersville Mecklenburg Regular/Participating 2/4/2004

Town of Matthews Mecklenburg Regular/Participating 2/4/2004

Mecklenburg County Mecklenburg Regular/Participating 2/4/2004

Town of Mint Hill Mecklenburg Non-Participating 2/4/2004

Town of Biscoe Montgomery Non-Participating Not Mapped

Town of Candor Montgomery Non-Participating Not Mapped

Montgomery County Montgomery Regular/Participating 6/1/1981

Town of Mount Gilead Montgomery Non-Participating Not Mapped

Town of Star Montgomery Non-Participating Not Mapped

Town of Troy Montgomery Emergency Not Mapped

City of Archdale Randolph Regular/Participating 7/16/1981

City of Asheboro Randolph Regular/Participating 7/16/1981

City of Randleman Randolph Regular/Participating 7/1/1987

Randolph County Randolph Regular/Participating 7/16/1981

Town of Seagrove Randolph Non-Participating Not Mapped

Town of Trinity Randolph Regular/Participating 7/16/1981

Town of Dobbins Heights Richmond Non-Participating Not Mapped

Town of Ellerbe Richmond Non-Participating Not Mapped

City of Hamlet Richmond Regular/Participating 9/6/1989

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page 12

Table 1. Community Information (continued)

Community Name County Participation

Status Date of Current

NFIP Map Town of Hoffman Richmond Non-Participating Not Mapped

Town of Norman Richmond Non-Participating Not Mapped

Richmond County Richmond Regular/Participating 9/6/1989

City of Rockingham Richmond Regular/Participating 9/6/1989

Town of China Grove Rowan Regular/Participating 9/29/1978

Town of East Spencer Rowan Regular/Participating 12/11/1981

Town of Faith Rowan Regular/Participating 7/3/1978

Town of Granite Quarry Rowan Regular/Participating 9/15/1978

Town of Landis Rowan Regular/Participating 7/3/1978

Town of Rockwell Rowan Regular/Participating 5/15/1978

Rowan County Rowan Regular/Participating 11/1/1979

City of Salisbury Rowan Regular/Participating 5/15/1980

Town of Spencer Rowan Regular/Participating 9/29/1978

City of Albemarle Stanly Regular/Participating 9/21/2000

Town Of Badin Stanly Regular/Participating 9/21/2000

City of Locust, Stanly Regular/Participating 9/21/2000

Town of New London, Stanly Non-Participating 9/21/2000

Town of Norwood, Stanly Regular/Participating 9/21/2000

Town of Oakboro, Stanly Regular/Participating 9/21/2000

Town of Richfield, Stanly Non-Participating Sanctioned

Town of Stanfield Stanly Non-Participating 9/21/2000

Stanly County Stanly Regular/Participating 9/21/2000

City of King, Stokes Regular/Participating 10/20/1998

Stokes County Stokes Regular/Participating 9/30/1988

Town of Dobson Surry Non-Participating Not Mapped

Town of Elkin Surry/Wilkes Non-Participating Sanctioned

Town of Mount Airy Surry Regular/Participating 2/19/1987

Town of Pilot Mountain Surry Non-Participating Not Mapped

Surry County Surry Regular/Participating 9/15/1989

Town of Hemby Bridge Union Non-Participating Not Mapped

Town of Indian Trail Union Regular/Participating 1/17/1997

Village of Lake Park Union Regular/Participating 1/17/1997

Town of Marshville Union Non-Participating 7/5/1994

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page 13

Table 1. Community Information (continued)

Community Name County Participation

Status Date of Current

NFIP Map City of Monroe Union Regular/Participating 7/5/1994

Town of Stallings Union Regular/Participating 1/17/1997

Union County Union Regular/Participating 1/17/1997

Town of Wingate Union Regular/Participating 7/5/1994

Town of Blowing Rock Watauga Regular/Participating 1/17/1997

Watauga County Watauga Regular/Participating 9/21/1998

Town of North Wilkesboro Wilkes Regular/Participating 2/18/1998

Town of Ronda Wilkes Non-Participating Sanctioned

Wilkes County Wilkes Regular/Participating 8/9/1999

Town of Wilkesboro Wilkes Regular/Participating 8/9/1999

Town of Arlington Yadkin Non-Participating Sanctioned

Town of Boonville Yadkin Non-Participating Not Mapped

Town of East Bend Yadkin Non-Participating Not Mapped

Town of Jonesville Yadkin Regular/Participating 7/1/1987

Yadkin County Yadkin Regular/Participating 5/15/1991

Town of Yadkinville Yadkin Non-Participating Not Mapped NA – Indicates that community did not participate in the Scoping Process.

III. SCOPING PHASE FOR THE YADKIN RIVER BASIN The State worked closely with FEMA and Dewberry to complete the scoping phase for the Yadkin River Basin counties and communities in late 2003 and early 2004. Stated simply, “scoping” is determining what areas are floodprone and need to have flood hazard data developed, what methods will be used to generate that hazard data, and how the data will be presented on the DFIRMs. For the Yadkin River Basin, the comprehensive scoping phase entailed:

• Researching and inventorying available elevation, flood hazard, and digital base map data that may be useful for preparing updated DFIRMs;

• Assessing existing flood hazard data (for example: flood elevation profiles, floodplain boundaries, floodways, coastal hazard zones) on effective FIRMs for adequacy;

• Providing outreach to, and receiving input from, counties and communities regarding their needs for updated DFIRMs;

• Identifying data that needs to be developed or acquired, such as digital base maps, DEMs, or field surveys of stream channels, hydraulic structures, and coastal transects;

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• Determining the proposed scales and paneling scheme for statewide digital FIRM production; and

• Developing a schedule for completion of updated flood hazard data and digital FIRM production.

For flooding sources within the basin, the flood hazard data from the effective FIRMs were assessed for adequacy in consultation with the impacted counties and communities. For areas where the existing flood hazard data was deemed to be inadequate or outdated, a priority level was established and the most appropriate method of developing updated data was selected based on the:

• Type and extent of manmade and natural changes within the floodplain and/or watershed;

• Quality of data available; and • Existing and/or proposed levels of development affected by the flooding source.

The process followed for completing the scoping is shown in Figure 5 and is described further below.

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InitialResearch &Community

Coordination

InitialScopingMeeting

DraftBasinPlan

FinalScopingMeeting

ReviseDraftBasinPlan

Technical& Cost

Proposalsfor

Contractors

Analysisand

Mapping

DistributeFinal Basin

Plan toCommunities

FinalizeBasinPlan

Step 1 Step 2 Step 3 Step 4 Step 5

Scoping Flood MapProduction

Figure 5. Process for Scoping the Yadkin River Basin

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Step 1—Initial Research and Community Coordination The State held two central “kickoff” meetings in 2003 with county and community floodplain administrators, engineers, and planners on June 30, 2003 in Weldon and on July 8, 2003 in Statesville. The objectives of the meetings were to overview the State’s CTS Agreement with FEMA and the North Carolina Floodplain Mapping Program, inform the floodplain administrators of the process that will be followed to develop updated mapping, and encourage them to be an active participant in the process. A questionnaire regarding the communities’ mapping needs was mailed prior to the meeting and distributed to those community representatives in attendance. This questionnaire contained pointed questions designed to help each community systematically ascertain its flood mapping needs. The county and community officials were encouraged to complete the questionnaire and submit it either digitally via e-mail or via hardcopy. Technical support was available for completion of the questionnaire through the State. Completed questionnaires were received by the State from the following counties and communities in the Yadkin River Basin: Alexander County, Town of Rockwell (Alexander County), Town of Ansonville (Anson County), Town of Wadesboro (Anson County), City of Concord (Cabarrus County), City of Lenoir (Caldwell County), City of Thomasville (Davidson County), Town of Hoffman (Richmond County), Rowan County, Town of Granite Quarry (Rowan County), City of Salisbury (Rowan County), Stanly County, City of Albemarle (Stanly County), City of Mt. Airy (Surry County), Town of Elkin (Surry County), Town of Weddington (Union County), Wilkes County, Wilkesboro (Wilkes County). Additionally, the State completed research of community mapping needs as per its September 1999 Cooperating Technical Community agreement with FEMA, “Assessment of Community Mapping Needs.” Further, FEMA and Dewberry conducted research of effective Flood Insurance Study (FIS) and FIRM information and other relevant data available for each community in the FEMA Flood Mapping Archives and FEMA’s Mapping Needs Update Support System database. This database contains information on community mapping needs collected over the past few years through community surveys. As part of the initial research, the State and Dewberry also evaluated post-Hurricane Floyd data, such as gage information, high-water marks, and inundation mapping, obtained from FEMA, the U.S. Army Corps of Engineers, and the USGS. The purpose of this evaluation was to identify areas where actual flooding elevations and inundation limits experienced did not match the flood hazard data in the effective FIS and FIRM, thereby indicating a mapping need.

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U.S. Geological Survey Gage Data Up-to-date analyses for 61 stream gages located in the Yadkin River Basin were obtained from the USGS. The revised gage analyses were compared with effective FIRM information to determine the need for restudy of the flooding sources on which these gages are located. As part of this assessment, the 1% annual chance (100-year) discharge and 1% annual chance water-surface elevation were compared. Tables 2a and 2b outline this information for 40 stream gages in the Yadkin River Basin.

Table 2a. USGS Gage Information

Detailed Studied Flooding Sources 100-year Discharge (cfs) 100-year WSEL (ft) USGS

Gage Flooding Source Effective Gage Effective Gage

02111000 Yadkin River 11,900 13,210 1,218 1,224

02111500 Reddies River 24,000 16,050 997 996

02112000 Yadkin River 20,500 15,891 963 961

02112247 Elkin River 11,000 9,616 912 N/A

02115830 Harmon Mill Creek 1,740 1,852 875 N/A

02115845 Peters Creek 6,175 3,089 768 N/A

02115856 Salem Creek 12,300 4,719 712 712

02115860 Muddy Creek 20,500 18,610 695 706

02115900 South Fork M. C. 8,200 4,395 705 703

02121180 North Potts Creek 3,000 2,488 636 641

02123500 Uwharrie River 20,400 22,410 328 329 N/A – not applicable because stream is currently not studied by detailed methods

Table 2b. USGS Gage Information

Approximate Zone A Flooding Sources

100-year Discharge (cfs) 100-year Elevation

(NGVD) Effective Zone

USGS Gage Flooding Source Effective Gage Zone A

02111180 Elk Creek 23,380 1095 Zone A

02111340 S. Prong Lewis Fork Creek 3,005 N/A Zone A

02112120 Roaring River 33,315 990 Zone A

02112250 Yadkin River 39,460 898 Zone A

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02112360 Mitchell River 10,845 957 Zone A

02112410 Fisher River 5,490 N/A Zone A

02112500 Fisher River 12,455 1037 Zone A

02113000 Fisher River 26,310 931 Zone A

02113500 Yadkin River 55,570 815 Zone A

02113850 Ararat River 33,440 904 Zone A

02114010 Ararat River 31,010 804 Zone A

02114450 Little Yadkin River 13,970 836 Zone A

02115360 Yadkin River 109,00 730 Zone A

02115500 Forbush Creek 3,625 743 Zone A

02115520 Logan Creek 830 N/A Zone A

02115540 S. Deep Creek 10,040 N/A Zone A

02116500 Yadkin River 91,270 674 Zone A

02117030 Humpy Creek 640 702 Zone A

02117410 McClelland Creek 550 N/A Zone A

02117500 Rocky Creek 9,450 743 Zone A

02118000 South Yadkin River 16,400 685 Zone A

02118500 Hunting Creek 15,450 760 Zone A

02119000 South Yadkin River 24,760 657 Zone A

02119400 Third Creek 80 992 Zone A

02120500 Third Creek 2,730 699 Zone A

02120780 Second Creek 10,090 661 Zone A

02121940 Flat Swamp 1,600 N/A Zone A

02122500 Yadkin River 79,130 575 Zone A

02122560 Cabin Creek 1,260 N/A Zone A N/A – not applicable because stream is currently not studied by detailed methods

The results of the initial research and responses to the community questionnaires were entered into a GIS-enabled scoping database: Mapping and Engineering Needs Community Assessment (MENCA). This database was used to generate “Initial Scoping Projects” for each community; these projects were used to conduct the Initial Scoping Meetings (Step 2). Step 2—Initial Scoping Meetings The State held meetings in each county in the Yadkin River Basin to present the results of the initial research to the county and its communities and to discuss their flood mapping needs. Elected officials, floodplain administrators, emergency managers, and

Date: November 8, 2007 Page 18

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GIS staff were invited from the county and each incorporated community, including those communities that do not participate in the NFIP. The meetings were held at the County Seat or other readily accessible locations. FEMA and Dewberry staff attended to provide program and technical support during the meetings. NCEM Floodplain Management Branch staff attended the meetings to exchange contact information with community Floodplain Administrators, establish contact with non-participating communities, and distribute copies of the current North Carolina model Flood Damage Prevention Ordinance. Table 3 summarizes the initial scoping meeting dates with each community. Meeting attendance sheets are included as Appendix A. Please note that portions of some counties in the Yadkin River Basin are contained in other river basins. The initial scoping meetings were conducted on a countywide basis and covered all areas of each county and community in the county irrespective of the basin. Table 3 contains a list of communities with the location and date of initial scoping meetings held for each community. Only those communities located entirely or partially within the Yadkin River Basin are listed in Table 3.

Table 3. Initial Scoping Meetings for the Yadkin River Basin

Community Meeting Location Meeting Date (s)

Alexander County & Incorporated Communities Taylorsville October 6, 2003

Anson County & Incorporated Communities Wadesboro December 11, 2003

Cabarrus County & Incorporated Communities Concord January 7, 2004

Caldwell County & Incorporated Communities Lenoir November, 17, 2003

Davidson County & Incorporated Communities Lexington October 30, 2003

Davie County & Incorporated Communities Mocksville November 5, 2003

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Table 3. Initial Scoping Meetings for the Yadkin River Basin (continued)

Community Meeting Location Meeting Date (s)

Iredell County & Incorporated Communities Statesville October 7, 2003

Montgomery County & Incorporated Communities Troy November 18, 2003

Randolph County & Incorporated Communities Asheboro November 17, 2003

Richmond County & Incorporated Communities Rockingham December 10, 2003

Rowan County & Incorporated Communities Salisbury January 8, 2004

Stanly County & Incorporated Communities Albemarle January 6, 2004

Stokes County & Incorporated Communities Danbury October 7, 2003

Surry County & Incorporated Communities Dobson November 6, 2003

Union County & Incorporated Communities Monroe October 8-9, 2003

Wilkes County & Incorporated Communities Wilkesboro November 18, 2003

Yadkin County Yadkinville November 6, 2003

At the initial scoping meetings, the State, NCEM Floodplain Management Branch, and Dewberry representatives met individually, or in groups, with the county and its incorporated communities’ representatives to:

• Provide a brief overview of the Floodplain Mapping Program purpose, objectives, and goals;

• Review the research results for each community using the Initial Scoping Package;

• Discuss the community’s mapping needs and response to the questionnaire; and • Identify available local data such as base maps, topographic data, ongoing

studies, etc. In assessing the communities’ flood mapping needs, emphasis was placed on:

• Areas of future development; • New or proposed crossings, encroachments, and flood controls; • Historically flooded areas; • Out-of-date or inadequate data on current FIRMs;

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• Existing data mismatches with contiguous communities; and • Out-of-date FEMA analyses (detailed or approximate).

For flooding sources identified in the meeting as having a flood mapping need, the community was asked to provide input on proposed study priorities and analysis methods. Appendix B contains tables summarizing the community-identified flood mapping needs, suggested type of study, and priorities for each community within the Yadkin River Basin. Attachments 1A through 1T depict these community-identified needs and priorities. Also, as part of the initial scoping effort, CGIA met with county GIS staff to inventory the availability of local GIS data to identify potential base map data resources for the Floodplain Mapping Program. Information collected from the survey form was entered into MENCA for each Phase II county. Step 3—Draft Basin Plan Based on the results of the Initial Scoping Meetings, the State synthesized the research and the community input. These results were used to develop the Draft Basin Plan for developing updated flood hazard data for the basin and for producing statewide DFIRM panels for the affected counties and communities within the Yadkin River Basin. Section IV of the Draft Basin Plan included a list of flooding sources to be updated within the basin, including the technical method of update (detailed, limited detailed, or redelineation) and reach limits and stream miles to be updated. Section IV also included a comprehensive list of counties for which statewide DFIRM panels will be produced including digital base map source to be used and proposed DFIRM paneling and tiling scheme. Lastly, Section IV also included a projected schedule for completing the basin studies and statewide preliminary DFIRMs. Step 4—Final Scoping Meetings The Draft Yadkin River Basin Plan was sent to affected counties and communities and posted on the State’s website in November 2006. Subsequently, the State held final scoping meetings for the Yadkin River Basin counties and communities. These meetings were held on January 17 and 18, 2006 at the Stanly Agri-Civic Center, and on January 19 and 20, 2006 at the Yadkin Center of Surry Community College to review the information in the Draft Basin Plan within the Yadkin River Basin communities. At the meetings, representatives from the NCFMP summarized the results of the Yadkin River Basin scoping process as represented by the Draft Basin Plan. Meeting time was reserved for community and county representatives to meet individually with NCFMP representatives to discuss the studies proposed for flooding sources within their jurisdictions. Comments received at the meetings were reviewed, prioritized, and incorporated into the Final Basin Plan in accordance with the level of funding available.

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The communities’ Chief Elected Officer, floodplain administrators, planners, Engineers, GIS staff, building and zoning officials were invited from each county and incorporated community in the basin to attend the Final Scoping Meetings. The objective of the final scoping meeting is for the State to overview the Draft Basin Plan, including the proposed scope, schedule for the project, and provide an opportunity for additional county and community input or suggested corrections and/or changes to the Draft Basin Plan. Individual meetings with each county were scheduled for community leaders to meet with representatives from the State and Dewberry. This Final Basin Plan summarizes the comments and/or feedback received during the Final Scoping Meetings and includes the Final Scoping Meeting Attendance Sheet(s) in Appendix C. Step 5—Final Basin Plan After the Final Scoping Meetings were held, the Draft Basin Plan was revised, as necessary, to produce a Final Basin Plan. This Final Basin Plan contains specific information regarding comments that were received and how the Draft Basin Plan was revised and why. The Final Basin Plan is posted on the State website, www.ncfloodmaps.com, with a description and explanation of any changes made from the Draft Basin Plan.

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IV. ELEVATION AND FLOOD DATA DEVELOPMENT AND DIGITAL FIRM PRODUCTION FOR THE YADKIN RIVER BASIN

The State’s flood mapping contractor will develop digital elevation data, conduct engineering flood hazard analyses, and prepare floodplain delineations for the flooding sources in the Yadkin River Basin and produce statewide preliminary DFIRMs for the affected communities within the Yadkin River Basin. Figure 6 shows how the base map, topographic data, and flood data will be used to “build” a DFIRM. Each component is discussed further in the following sections.

Digital FIRM=

Base Flood DataTopography

+ +

Figure 6. Components of a Digital FIRM Base Map Locally produced digital orthophotography will be used as the base map for statewide DFIRM production, provided that it meets FEMA’s base map standards. If local imagery is not available, the U.S. Geological Survey (USGS) Digital Orthophoto Quadrangles (DOQs), based on 1998 aerial photography, will be used. The base maps will be supplemented with stream and river centerlines, shoreline, political boundaries, and road name data from other sources; this may include locally available GIS data. The specific local GIS data to be used to supplement the DOQs will be determined on completion and assessment of the CGIA’s GIS surveys as discussed in Section III of this Final Basin Plan. Topographic Data Watershed Concepts, under contract with the State, acquired digital topographic data of the Yadkin River Basin using airborne Light Detection and Ranging (LIDAR). This LIDAR data was acquired during the Winter 2002-2003 flying season. The topographic data satisfies a vertical root-mean-square error (RMSE) accuracy standard of ±25 cm (±0.8) feet accuracy at the 95% confidence limit (or roughly “equivalent” to a 2.2 foot contour interval map) in floodplain areas. All elevations are

Date: November 8, 2007 Page 23

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referenced to the NAVD 88 and reflect orthometric heights. Variably spaced, bare-earth digital topographic data in ASCII point file format is combined with imagery (either flown concurrently with the LIDAR data or using existing digital orthophotos) to establish a Triangulated Irregular Network (TIN) to include selected breaklines used for hydraulic modeling. Furthermore, uniformly spaced Digital Elevation Models (DEMs), with 20 ft. x 20 ft. or 50 ft. x 50 ft. post spacing, are generated in multiple file formats. These topographic data will be primarily used for floodplain modeling and mapping for counties and communities in the Yadkin River Basin (described below). However, the data will also be useful for other State and county engineering and planning applications using ARC/INFO and other GIS software and will be available through the State’s online Information Management System described earlier in this plan. This data has been available online since the fall of 2005. Flood Hazard Data In developing flood hazard data for each of the flooding sources in the Yadkin River Basin the State’s Flood Mapping Contractor will utilize one of four options available. These are described below. All flood elevations will be referenced to the NAVD 88. All analyses and mapping will comply with FEMA’s regulations, guidelines, and specifications for NFIP mapping. 1. Detailed Study—Riverine This method entails using the TINs, supplements them with field surveys for channel bathymetry, bridge/culvert opening geometry, and channel and floodplain characteristics, to conduct fully detailed hydrologic and hydraulic analyses and floodplain mapping. This will include analyses of the 10%, 2%, 1%, and 0.2% annual chance flood peak discharges, water-surface elevations, profiles, and determination of a floodway. Riverine areas studied in detail will be designated as Zone AE on the updated DFIRMs. Flood profiles and base flood elevations will be referenced to NAVD 88. Table 4 summarizes the riverine flooding sources and reaches descriptions within the Yadkin River Basin that will be studied using detailed methods. The estimated number of hydraulic structures is an approximation of the number of culverts, bridges, dams, and weirs along the reach to be studied in detail. These estimates were made based on the number of major road crossings using CGIA data and from the flood profiles in the current FIS report. Attachments 2A through 2T depict the specific reaches to be studied in detail.

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

At the confluence with Pinch Gut Creek Anson County Brown Creek At the railroad 2.76 0

Approximately 1.85 miles upstream of the confluence with Brown Creek

At the confluence with Brown Creek Anson County Ledbetter Branch 1.85 6

Anson County; Town of Polkton

Little Brown Creek

At the confluence with Brown Creek

At the confluence of Leggett Branch 4.12 4

Anson and Richmond Counties

At the confluence with Pee Dee River Trib 8

At the confluence with Pee Dee River Trib 14 Pee Dee River 11.51 3

At the confluence with Brown Creek Anson County Pinch Gut Creek At the railroad 1.57 0

Anson and Stanly Counties

At the confluence with Pee Dee River

At the Anson / Union County boundary Rocky River 22.21 4

Unnamed Tributary to Rocky River

Approximately 0.62 mile upstream of the confluence with Rocky River

At the confluence with Rocky River Anson County 0.62 0

Approximately 60 feet upstream of NC-73 (Davidson Highway)

Cabarrus County

At the Cabarrus/Rowan/Iredell County boundary Coddle Creek 5.91 2

Date: November 8, 2007 Page 25

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Cabarrus County; Town At the confluence with Rocky

River At the Cabarrus/Mecklenburg County boundary Mallard Creek 2.34 1

of Harrisburg

Reedy Creek At the Cabarrus/Mecklenburg County boundary

Cabarrus County

At the confluence with ReedyCreek 1.04 0

Tributary 1

Cabarrus/ Stanly Counties

At the Union/Cabarrus/Stanly County boundary

Approximately 160 feet downstream of SR 1114 (Garmon Mill Road)

Rocky River (downstream) 3.20 0

Approximately 1.364 miles downstream of East Rocky River Road

Cabarrus County

Rocky River (upstream)

At the Mecklenburg/Iredell County boundary 3.7 2

Approximately 130 feet downstream of Town of

Harrisburg At the confluence with Rocky River Morris Branch 0.53 1

Patrician Avenue

Approximately 400 feet upstream of Payne Road (SR 1505)

Davidson County

At the confluence with Muddy Creek Fryes Creek 5.11 6

Approximately 200 feet upstream of SR 1510 (North Payne Road)

Davidson County

At the confluence with Muddy Creek Miller Creek 5.2 3

Davidson County

Hamby Creek Trib 7

At the confluence of Hamby Creek At East Holly Grove Road 0.94 2

Date: November 8, 2007 Page 26

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Davidson County

At the confluence of Huntsfork Creek

At the upstream end of US 29/70 Hanks Branch 0.77 2

Davidson County; City of Thomasville

Jimmys Creek (Hambys Creek Tributary)

Approximately 1,000 feet downstream of Upper Lake Road

Just upstream of the railroad at Howard Street 4.98 3

At the confluence with Carter Creek

Approximately 1,150 feet upstream of Interstate 40 Davie County Smith Creek 2.92 5

Davie and Forsyth Counties

Approximately 1,700 feet downstream of Railroad

Approximately 560 feet upstream of Interstate 40 Yadkin River 4.14 3

Forsyth County

Just downstream of Kilmurry Hill Road

Just downstream of Balsom Road Bashavia Creek 1.75 1

Forsyth County; Village of Clemmons; Town of Lewisville

At the confluence with Yadkin River

Approximately 0.97 mile upstream of Highway 421 Blanket Creek 5.74 10

Approximately 1.4 miles upstream of the confluence with Yadkin River

Forsyth County

Just downstream of Reynolda Road Fries Creek 2.32 2

Forsyth County

At the confluence with Fries Creek

Approximately 100 feet upstream of Waller Road Fries Creek Trib 4 0.60 2

Date: November 8, 2007 Page 27

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Approximately 1,130 feet upstream of Tanglebrook Trail

Forsyth County

Just downstream of Middlebrook Drive Johnson Creek 0.99 2

Forsyth County; Village of Clemmons

Johnson Creek Trib 6

At the confluence with Johnson Creek

Approximately 230 feet downstream of Clemmons Road 1.12 2

Forsyth County; Village of Tobaccoville

Approximately 0.4 mile downstream of Tobaccoville Road

Mill Creek Number 3

Approximately 0.9 mile upstream of Bowens Road 1.41 0

Forsyth County; Village of Tobaccoville

Approximately 0.4 mile downstream of Tobaccoville Road

Mill Creek Number 3 Trib 1

Approximately 800 feet upstream of Tobaccoville Road 0.61 1

Forsyth County Muddy Creek At Interstate 40 crossing At Peace Haven Road 0.43 3

Forsyth County

Old Richmond Creek

Approximately 650 feet downstream of SR 1612 At Donnaha Road 2.56 0

Approximately 1,480 feet upstream of Fairhaven Road

Forsyth County

Approximately 1.6 miles upstream of Fairhaven Road Reynolds Creek 1.37 1

Date: November 8, 2007 Page 28

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

Forsyth County

South Fork Muddy Creek

Approximately 1,900 feet upstream of Swaim Road

Approximately 150 feet downstream of Temple School Road

0.93 2

Forsyth County

Tomahawk Creek Trib 3.2.1.2.1

Approximately 0.5 mile upstream of the confluence with Tomahawk Creek

Approximately 300 feet downstream of Robinhood Road 0.28 0

Forsyth County Salem Creek

Approximately 30 feet downstream of Ebert Road SW

Just downstream of NC-67 (Silas Creek Parkway) 1.90 3

Forsyth County; City of Winston Salem

Salem Creek Trib 15

At the confluence with Salem Creek

Approximately 1,250 feet upstream of South Main Street (SR 4311)

2.04 23

Iredell County Fourth Creek At the Iredell/Rowan County boundary

Approximately 0.4 mile downstream of SR 1562 (Antietam Road)

18.34 16

Iredell County Kerr Branch At the confluence with Weathers Creek

Approximately 0.5 mile upstream of Charlotte Highway (US-21 and NC-115)

0.91 1

Iredell County Rocky Creek At the confluence with South Yadkin River

At the Iredell/Alexander County boundary 31.30 16

Iredell County Coddle Creek At the Cabarrus County Boundary

Approximately 0.9 mile upstream of SR 1153 (Brumley Road)

6.21 4

Approx. Estimated

County/ Community

Flooding Source Downstream Limit Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Date: November 8, 2007 Page 29

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Iredell County; Town of Mooresville

At the confluence with Rocky River

Approximately 1,650 feet downstream of Edgemore Drive Dye Creek 3.82 3

Iredell County; Town of Mooresville

Approximately 160 feet upstream of East McLelland Avenue

Dye Creek Trib 2.1

At the confluence with Dye Creek 2.49 3

Iredell County; Town of Mooresville

At the Iredell/Cabarrus/ Mecklenburg County boundary

Approximately 0.9 mile upstream of NC-136 (Coddle Creek Road)

Rocky River 4.46 5

Iredell County; Town of Mooresville

Approximately 0.4 mile upstream of SR 1254 (Timber Road)

West Branch Rocky River

At the Iredell/Mecklenburg County boundary 4.14 3

West Branch Approximately 1.1 miles upstream of the confluence with West Branch Rocky River

At the confluence with West Branch Rocky River Iredell County 1.1 0 Rocky River

Tributary

Iredell County; City of Statesville

Fourth Creek Trib 32 (Free Nancy Branch)

Approximately 300 feet upstream of North Race Street (SR 1640)

At the confluence with Fourth Creek 2.27 9

Iredell County; City of Statesville

Approximately 1,175 feet upstream of SR 1645 (Old Wilkesboro Road)

At the confluence with Fourth Creek Morrison Creek 3.11 5

Date: November 8, 2007 Page 30

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Iredell County; City of Statesville

Fourth Creek Trib 34 (Tributary 3)

Approximately 0.3 mile upstream of I-40

Approximately 1.9 miles upstream of I-40 1.59 0

Randolph County; City of Asheboro

Approximately 650 feet upstream of SR 1707 (South Church Street)

At the confluence with Back Creek Cedar Fork Creek 6.14 18

Randolph County

At the confluence with Cedar Fork Creek

Approximately 0.5 mile upstream of Wilson Drive Long Branch 1.97 2

Randolph County

At Beckerdite Road (State Road 1524)

Approximately 35 feet downstream of SR 1571 Caraway Creek 8.00 5

Randolph and Davidson Counties

Approximately 0.2 mile upstream of SR 1787 (Kingston Road)

Little Uwharrie River

At the confluence with Brier Creek 8.22 9

Randolph County

At the confluence with Carraway Creek

Approximately 3.1 miles upstream of Lassiter Mill Road Taylors Creek 5.25 1

Approximately 500 feet downstream of SR 1610 (Mendenhall Road)

Randolph County

At the confluence of Uwharrie River Trib. 24 Uwharrie River 6.11 6

Approximately 0.5 mile upstream of SR 1610 (Mendenhall Road)

Town of Trinity

Uwharrie River Trib 11

At the confluence with Uwharrie River 1.10 1

Date: November 8, 2007 Page 31

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Approximately 350 feet upstream of SR 1648 (Maple Oak Drive)

Town of Trinity

Uwharrie River Trib 10

At the confluence with Uwharrie River 1.79 7

Richmond County; City of Hamlet

Approximately 740 feet upstream of SR 1825 (Airport Road)

Approximately 1.6 miles upstream of SR 1608 (Boyds Lake Road)

Marks Creek 5.91 9

Richmond County; City of Rockingham

Approximately 1,300 feet upstream of SR 1124 (Midway Road)

Hitchcock Creek (downstream)

Approximately 1.3 miles upstream of US-74 0.98 1

Approximately 50 feet upstream of SR 1419 (Steele Street)

Approximately 110 feet upstream of SR 1424 (Bear Branch Road)

Richmond County

Hitchcock Creek (upstream) 3.46 1

Rowan County; Town of China Grove

At the confluence with Grants Creek

Approximately 185 feet upstream of Spring Branch Lane Petra Branch 0.90 1

Approximately 0.79 mile upstream of the confluence with Town Creek

Town of East Spencer

Town Creek Trib 35

At the confluence with Town Creek 0.79 2

Rowan County; Town of Granite Quarry

Legion Park Branch

At the confluence with Trexler Creek

Approximately 220 feet upstream of South Oak Street 1.39 5

Date: November 8, 2007 Page 32

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Final Basin Plan — Yadkin River Basin

Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Rowan County; Town of Granite Quarry

Approximately 450 feet upstream of SR 2300 (North Main Street)

At the confluence with Crane Creek Trexler Creek 2.10 10

Approximately 1,050 feet upstream of SR 2313 (West Peeler Street)

Town of Granite Quarry

At the confluence with Legion Park Branch Klutzz Branch 0.25 1

Approximately 300 feet downstream of SR 1547 (Graham Road)

Approximately 775 feet downstream of SR 1763 (Back Creek Church Road)

Rowan County Back Creek 1.88 1

Approximately 425 feet upstream of SR 1346 Bostian Heights

Branch Approximately 210 feet upstream of Daugherty Road Rowan County 0.50 1

(Scercy Road)

Approximately 0.6 mile upstream of SR 2316 (Roger Street)

At the confluence with Crane Creek Rowan County Church Creek 11.29 8

Approximately 220 feet downstream of SR 2300 (North Main Street)

At the confluence with High Rock Lake Rowan County Crane Creek 12.33 5

Rowan County; City of Salisbury; Town of Spencer

Approximately 0.3 mile upstream of North Meriah Street

At the confluence with Yadkin River Grants Creek 19.10 21

Date: November 8, 2007 Page 33

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

Approx. Estimated

County/ Community

Flooding Source Downstream Limit Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Rowan County; City of Kannapolis

Approximately 1.9 miles upstreamof State Road 1350 (Saw Road)

At the confluence of Irish Buffalo Creek Trib 8 3.78 5 Irish Buffalo Creek

Approximately 250 feet downstream of SR 1002 (Bringle Ferry Road)

Approximately 45 feet upstream of SR 2528 (Julian Road) City of Salisbury Town Creek 3.04 9

Approximately 0.6 mile upstream of SR 1573 (North 2City of

Albemarle Approximately 50 feet downstream of Efrid Street

nd 1.89 5 Little Long Creek Street)

Stanly County; City of Albemarle

Approximately 0.56 mile upstream of SR 1523 (Carter Road)

Just downstream of SR 1523 (Carter Road) Little Long Creek 0.56 1

City of Albemarle

At the confluence with Little Long Branch

Approximately 900 feet upstream of North 6 0.58 3 Melchor Branch th Street

City of Albemarle Poplin Creek At the railroad At Summit Avenue 0.81 2

City of Albemarle

At the confluence with Poplin Creek

Approximately 711 feet upstream of Rock Creek Drive Rock Creek 0.41 5

At the confluence with Pee Dee River

Just upstream of Palestine Road (SR 1535) Stanly County Mountain Creek 10.43 6

Date: November 8, 2007 Page 34

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Stanly County; Town of Badin

Little Mountain Creek

At the confluence with Mountain Creek

Approximately 80 feet upstream of Airport Road 4.93 6

Town of Albemarle, Stanly County

At the confluence with Little Long Creek

Approximately 0.6 mile upstream of Snuggs Street Town Creek 1.04 2

Town of Norwood, Stanly County

Approximately 1,400 feet downstream of SR 1914 (Cottonville Road)

At the confluence with Pee Dee River Cedar Creek 5.8 3

Stokes County; City of King

Crooked Run Creek

Approximately 800 feet upstream of Maple Street At Meadowbrook Drive 3.15 8

At the confluence with Little Yadkin River

Approximately 1,000 feet upstream of Goff Road Stokes County Danbury Creek 2.12 3

At the confluence with Danbury Creek

Approximately 1,500 feet upstream of Brown Road Stokes County Goff Creek 0.88 1

Town of Mount Airy

Ararat River Trib 10

At the confluence with Ararat River At Gwyn Road 0.59 3

Town of Mount Airy

At the confluence with Ararat River

At the Mount Airy corporate limits Lovills Creek 4.23 8

At the confluence with Yadkin River

At the Surry/Wilkes County boundary Surry County Elkin Creek 2.58 3

Date: November 8, 2007 Page 35

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Final Basin Plan — Yadkin River Basin

Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Surry County; Town of Pilot Mountain

At the confluence with Toms Creek

Approximately 1,000 feet upstream of SR 2050 Heatherly Creek 3.42 8

Town of Elkin, Surry County; Yadkin County

Just upstream of Interstate 77

At the Surry/Wilkes/Yadkin County boundary Yadkin River 3.20 2

Approximately 0.20 mile upstream of Sanford Lane (SR 1394)

Union County; City of Monroe

At the confluence with Richardson Creek Bearskin Creek 10.24 16

Approximately 1,650 feet downstream of NC-218

At the confluence of North and South Fork Crooked Creek Union County Crooked Creek 7.07 3

Approximately 515 feet upstream of East Lawyers Road (SR 1612)

At the confluence with Crooked Creek Union County Grassy Branch 3.00 5

At the confluence with Rocky River (Stanly County boundary)

Approximately 0.8 mile upstream of SR 1001 Union County Grassy Creek 6.41 6

Approximately 50 feet downstream of SR 1751 (Monroe-Ansonville Road)

Meadow Branch (Watson Creek)

Approximately 0.4 mile upstream of SR 1740 Union County 3.16 7

Date: November 8, 2007 Page 36

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Final Basin Plan — Yadkin River Basin

Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Union County; Town of Hemby Bridge; Town of Stallings; Town of Indian Trail

North Fork Crooked Creek

At the confluence with Crooked Creek

At the Mecklenburg County boundary 10.21 8

Union County; Town of Hemby Bridge

North Fork Crooked Creek Trib 26

Approximately 0.55 mile upstream of confluence with North Fork Crooked Creek

At the confluence with North Fork Crooked Creek 0.55 1

Approximately 560 feet upstream of I-74 Union County Salem Creek At NC-205 3.11 3

Union County; Town of Marshville

Approximately 320 feet upstream of US-74/Marshville Boulevard

Salem Creek Tributary 2

At the confluence with Salem Creek 1.66 5

Union County; Town of Indian Trail

South Fork Crooked Creek

At the confluence with Crooked Creek

Approximately 0.30 mile upstream of Tracy Circle 13.93 13

Union County; Town of Indian Trail

South Fork Crooked Creek Trib 9

Approximately 0.4 mile upstream of SR 1008 (North Indian Trail Road)

At the confluence with South Fork Crooked Creek 1.57 4

Date: November 8, 2007 Page 37

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Table 4. Summary of Riverine Flooding Sources to be Studied in Detail (continued)

County/ Community

Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

Wilkes County; Town of Ronda; Town of North Wilkesboro

Yadkin River At the Wilkes/Yadkin/Surry County boundary

At the Wilkes/Caldwell County boundary 42.67 9

Town of North Wilkesboro

Yadkin River Trib 36 (Tributary Y-1)

At the confluence with Yadkin River

Approximately 0.17 mile upstream of the confluence with Yadkin River

0.17 1

Town of North Willkesboro

Yadkin River Trib 38 (Tributary Y-3)

At the confluence with Yadkin River

Approximately 50 feet downstream of D Street 0.41 0

TOTAL 446.27 443

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2. Limited Detailed Study This method entails using the TINs being produced as part of the North Carolina Floodplain Mapping Program, without adding field-surveyed bathymetric or bridge/culvert opening geometric data, to conduct hydrologic and hydraulic analyses. In addition, this method does not include field surveys that determine specifics on channel and floodplain characteristics. However, bridge and culvert opening data from North Carolina Department of Transportation maintenance records is incorporated into the hydraulic analysis models. Limited detailed study will result in the delineation of the 1% annual chance floodplain boundaries and base flood elevations. These will be designated as Zone AE on the newly generated DFIRMs. Limited detailed study will also determine widths of the non-encroachment area at all studied cross sections. The non-encroachment widths given at modeled cross sections can be used by communities to enforce floodplain management ordinances that meet the requirement defined in 44 CFR 60.3(c)(10). This information will be provided in the Flood Insurance Study report to facilitate local floodplain management. The limited detailed study is a “buildable” product with a supporting engineering model that can be upgraded to full detailed study at a later date by adding field-surveyed river or stream channel and bridge/culvert opening geometric data. All flooding sources currently designated as Zone A on the effective FIRMs that are not being studied by detailed study methods will be reanalyzed using this limited detailed study method. In most cases, currently unmapped areas identified by communities as being a priority will be studied by the limited detailed study method unless they are otherwise being studied by detailed methods. Attachments 2A through 2T depict the specific reaches to be studied using limited detailed methods. Additionally, limited detailed study will be considered for unmapped flooding sources, with an emphasis on those in developed areas with a drainage area larger than 1-square mile. However, some floodprone areas with lesser drainage areas may also be mapped based on known hazards, level of development, and community-identified needs. Appendix D summarizes the flooding sources and descriptions within the Yadkin Basin that will be studied using limited detailed methods. 3. Redelineation This method involves no new analyses; rather, the effective FIS and FIRM data will be fitted to the updated base map using the new LIDAR-derived topographic data. Floodways and cross section locations are digitized from the effective FIRMs and Flood Boundary and Floodway Map. Flood profiles and base flood elevations are converted from NGVD 29 to NAVD 88.

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Areas where this technique is used will be designated as Zone AE on the updated DFIRMs. This technique is useful for riverine, lacustrine, and coastal flooding sources where the effective FIS engineering analyses are adequate but the topographic data used to delineate the floodplain boundaries is not sufficiently detailed or up-to-date. The redelineation method will be used for all flooding sources within the Yadkin River Basin that are currently studied in detail on current FIRMs and that are not being restudied in detail as part of this Basin Plan. Attachments 2A through 2T depict the specific reaches to be redelineated. 4. Use of Effective Information The study type "use of effective information" has been scoped for small effective Zone A areas that are likely backwater “fingers” that will be replaced with the backwater from the new or limited detailed study already scoped for the main stem. NCFMP will evaluate these reaches on a case-by-case basis after the main stem is studied to determine if the backwater replaces the effective Zone A “fingers” or if the tributary should be studied by limited detailed study. If the area is completely covered by backwater, NCFMP will not develop a "limited detailed" model for the reach. If the Zone A area extends beyond backwater and the contributing upstream drainage area is greater than 1-square mile in rural areas or 1/2-square mile in urban areas, NCFMP will study the reach using "limited detailed" methods. If the contributing drainage area is less than the urban and rural criteria, NCFMP will digitize the effective Zone A floodplain and map as a shaded Zone X. Several areas within the Yadkin River Basin, totaling 90.220 stream miles, have been identified during scoping to be studied as Use of Effective Information. Table 5 summarizes the estimated number of linear miles for each method to be applied in the Yadkin River Basin. Attachments 2A through 2T depict the technical methods to be applied to each flooding source within the Yadkin River Basin.

Table 5. Summary of Technical Methods for the Yadkin River Basin

Technical Method Estimated Linear

Miles

Detailed Study—Riverine 446.27

Redelineation 801.612

Limited Detailed Study 3394.414

Use of Effective Information 90.220

Total 4,732.51

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The Yadkin River Basin Study, which will include completion of the DEMs and preparation of updated flood hazard data for preliminary issuance, is scheduled to be completed 15 to 21 months once delivery orders are issued to contracting firms. Variations from Community-Identified Needs and Priorities In some instances, it was necessary to deviate from the needs and technical methods identified by a county or community in developing this Final Basin Plan. The State used a quantitative ranking system to address all community needs identified for detailed study based on several factors. These factors included:

• The age of the effective FIRM analyses (studies based on older analyses receive a higher ranking)

• Likely flood mapping impacts (the greater the anticipated change to the flood elevation and/or floodplain boundary, the higher the ranking)

• Level of development (areas of more dense existing or anticipated development receive a higher ranking)

• Historical flood information (if gage data, high-water marks, inundation mapping, or community experience indicate a mapping problem, the higher the ranking)

• Mismatches with contiguous communities (significant mismatches in flood elevations and/or floodplain boundaries between adjacent communities receive a higher ranking)

• Whether any mitigation planning has been developed or is in the process of being developed (if so, the community receives a higher ranking)

Appendix F summarizes the areas where the flood data development described above as part of this Final Basin Plan differs from the community-identified needs and priorities. DFIRMs Using the base maps and flood hazard data described above, DFIRMs will be produced in seamless statewide format, including the unincorporated areas of each county in the Yadkin River Basin and its incorporated communities on one set of DFIRM panels. The DFIRMs will depict flood hazard and related data (floodplain and floodway boundaries, base flood elevations, cross sections, and flood insurance zone designations) and non-engineering reference features (road names and locations, stream and river centerlines, shorelines, corporate boundaries, airports, schools, and bench marks). Because many of the counties within the Yadkin River Basin are at least partially located in adjacent river basins (Roanoke, Watauga, Catawba, Cape Fear, completion of the final effective statewide DFIRMs will be dependent on completion of the basin studies for the adjacent basins. However, when the Yadkin River Basin Study is completed, statewide preliminary DFIRMs will be issued for the portions of counties and communities within the Yadkin River Basin. (The community review and due process phases are discussed in more detail in Section V of this Final Basin Plan.)

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DFIRM panels will be tiled using the NCFMP tiling scheme and will be produced at either 1”=500’ (for panels with detailed study or urban areas) or 1”=1,000’ (for panels with only limited detailed study or rural areas). Table 6 summarizes the number and scale of DFIRM panels, the proposed schedule, and other basins affecting each county.

Table 6. Summary of Digital FIRM Panels for the Yadkin River Basin

County

Total DFIRM Panels

*

Panels@ 1”= 500’*

Panels@ 1”= 1,000’

*

Projected Preliminary

Date for Yadkin Portion

Other Basin(s) Projected

Preliminary Date

Alexander 17 8 9 Summer 2007 Catawba: 2006

Alleghany 7 0 7 Spring 2008 New: Est. 2008

Anson 92 65 27 Spring 2007 None

Ashe 9 4 5 Spring 2008 New: Est. 2008

Cabarrus 107 98 9 Spring 2007 None

Caldwell 26 17 9 Fall 2007 Catawba: 2006

Davidson 123 99 24 Fall 2007 None

Davie 52 35 17 Summer 2007 None

Forsyth 113 111 2 Fall 2007 Cape Fear:

2005; Roanoke: 2006

Guilford 5 0 0 Winter 2006 Cape Fear: 2005

Iredell 111 92 21 Spring 2007 Catawba: 2006

Mecklenburg 29 28 1 Fall 2007 Catawba:

February 4, 2004

Montgomery 74 38 36 Winter 2007 None

Randolph 59 41 18 Fall 2006 Cape Fear: 2005

Richmond 58 34 24 Fall 2006 None

Rowan 118 97 21 Spring 2007 None

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Table 6. Summary of Digital FIRM Panels for the Yadkin River Basin (continued)

County

Total DFIRM Panels

*

Panels@ 1”= 500’*

Panels@ 1”= 1,000’

*

Projected Preliminary

Date for Yadkin Portion

Other Basin(s) Projected

Preliminary Date

Stanly 91 72 19 Summer 2007 None

Stokes 20 15 5 Spring 2006 Roanoke: 2006

Surry 84 55 29 Fall 2007 Roanoke:

Union 104 81 23 Summer 2007 Catawba: 2006

Watauga 14 9 5 Fall 2007 Watauga: 2006

Wilkes 98 52 46 Fall 2007 None

Yadkin 66 47 19 Fall 2007 None

*Includes total estimated DFIRM panels in county, not including adjacent basins. Also includes multi-county panels that are also counted for contiguous counties.

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V. COMMUNITY REVIEW AND DUE PROCESS As discussed in Section IV of this Basin Plan, when the Yadkin River Basin Study is completed, statewide preliminary DFIRMs will be issued to the impacted counties and communities for the portion of the county within the Yadkin River Basin. As shown in Table 7 in Section IV, the statewide preliminary DFIRM panels for the Yadkin River Basin are anticipated to be issued 15 to 21 months after the delivery orders have been assigned to the contractors. Subsequently, a preliminary DFIRM meeting will be held for county and community officials to present the results of the Yadkin River Basin Study and statewide preliminary DFIRM panels, answer questions, and explain administrative procedures. Shortly after the preliminary DFIRM panels are issued, a statutory 90-day appeal period will be initiated to allow counties, communities, and/or citizens to submit technical or scientific data to FEMA and the State to refute or contest new or revised base flood elevations shown on the preliminary DFIRMs and otherwise provide comments on the preliminary DFIRMs. Any and all appeals will be evaluated and resolved by FEMA in close coordination with the State, Dewberry, and the State’s Flood Mapping Contractor. As the other basin studies impacting a county are completed, statewide preliminary DFIRM panels will be issued for the remaining portion(s) of the county. A preliminary DFIRM meeting will be held for those basins and the statutory 90-day appeal period will be provided and all appeals will be evaluated and resolved. After issuing preliminary DFIRM panels for all areas of a county and evaluating and resolving all appeals and community comments, the statewide preliminary DFIRM panels will be finalized. FEMA’s Map Service Center will print and distribute the official DFIRMs to be used for flood insurance rating purposes. Additionally, the State will post the final statewide DFIRMs on its Floodplain Mapping Information System for distribution and access to communities and the public via the Internet. During the community review and due process phase, many counties and communities will need to update their floodplain management ordinances; the communities will be given a 6-month period to adopt the updated DFIRMs and incorporate the DFIRMs into their ordinances. The NCEM Floodplain Management Branch and FEMA will coordinate this effort with the counties and communities that need to update their ordinances.

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APPENDIX A

ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS

Alexander County – October 6, 2003

Name Agency/Title Phone

George Brown Alexander County GIS (828) 632-4346

Sylvia Ferguson Alexander County Planning Director (828) 632-1000

Seth Harris Alexander County Planning & Mapping (828) 632-1000

Terry Foxx Alexander County Emergency Management (828) 632-1139

Greg Atchley NCEM Area Coordinator (704) 878-3309

Lynn Teague Alexander County Planning & Inspections (828) 632-1000

Greg Roster Town of Taylorsville (828) 632-2218

Carl D. Bunton Carl D. Bunton & Associates Land Surveyors

(828) 635-0333

Derek R. Bunton Carl D. Bunton & Associates Land Surveyors

(828) 635-0333

Ed Curtis NCFMP Outreach & Scoping Coordinator (919)715-8000 x369

Mary Shaw NFIP Planner (919) 715-8000 x226

Jon Westcott Dewberry Engineer (703) 849-0541

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Anson County – December 11, 2003

Name Agency/Title Phone

Daniel Wilson Town of Ansonville (704) 695-5682

Jan Benton Anson County (704) 694-2496

Stan Vance Anson County Tax Assessor (704) 694-9318

Theodore Carr Town of Moven Mayor (704) 851-9321

Steven Garris Town of Peachland Mayor (704) 272-7657

Richard Broadaway Town of Polkton Asst. Manager (704) 272-7463

Sarah Burr Town of Peachland Public Works (704) 272-7781

Hugh Jarmon Town of Wadesboro Utilities Director (704) 694-5171

Ed Curtis NCFMP Outreach & Scoping Coordinator (919) 715-8000 x369

Milton Carpenter NFIP Planner (919) 715-8000 x281

Joan Craft Dewberry Task Manager (703) 849-0511

Cabarrus County – January 7, 2004

Name Agency/Title Phone

Mike Byrd Cabarrus County (704) 920-2148

Robbie Fox Cabarrus County Zoning (704) 920-2138

David Hunter Cabarrus County EM (704) 920-2401

Bill Frederberg Cabarrus County GIS Analyst (704) 920-2159

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Cabarrus County – January 7, 2004 (continued)

Name Agency/Title Phone Cassandré Haynesworth

NCFMP Outreach & Scoping Coordinator (919) 715-8000 x282

Mary Shaw NFIP Planner (919) 715-8000 x226

Rick Sacbibit Dewberry Engineer (703) 849-0414

Caldwell County – November 17, 2003

Name Agency/Title Phone

Randy Feierabend Caldwell County Planning Director (828) 369-6362

Clarence Burns Town of Rhodhiss (828) 312-0082

Judy McGuire Caldwell County Planning (828) 322-9191 x283

Dale Coffey Caldwell County Emergency Management (828) 757-1280

Cal Overby Caldwell County Planning (828) 369-6362

Kim Carter Caldwell County Planning (828) 369-8850

Kevin Parrish Caldwell County Land Records Supervisor/GIS Coordinator (828) 757-1388

Betty Blankenship Town of Gamewell Town Administrator (828) 754-1991

Connie South Town of Cajah Mountain Town Administrator (828) 728-5053

Ronnie Coffey Town of Sawmills Public Works (828) 369-2300

Bob Fryes Town of Sawmills Administrator (828) 369-7903

Jon Pilkenton Town of Hudson Planner (828) 728-8272

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Caldwell County – November 17, 2003 (continued)

Name Agency/Title Phone

Linda Story Town of Granite Falls (828) 396-3131

Greg Wilson Town of Granite Falls (828) 396-3131

C. Beatty City of Lenoir (828) 757-2200

Ed Curtis NCFMP Outreach & Scoping Coordinator (919) 715-8000 x369

Mary Shaw NFIP Planner (919) 715-8000 x226

Rick Sacbibit Dewberry Engineer (703) 849-0414

Joan Craft Dewberry Task Manager (703) 849-0511

Davidson County – October 30, 2003

Name Agency/Title Phone

Guy Corman Davidson County Planning Director (336) 242-2220

Doug Lowe Davidson County Emergency Services Director (336) 242-2967

Ken Gallimore City of Lexington Engineering (336) 248-3930

Mark Crook NC DOT Co. Maintenance Engineer (336) 249-7001

Ron Triplette Davidson County Director of Inspections (336) 242-2231

Bryan Fulbright City of Thomasville Engineer (336) 475-4250

Cassandré Haynesworth

NCFMP Outreach & Scoping Coordinator (919) 715-8000 x282

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Davidson County – October 30, 2003 (continued)

Name Agency/Title Phone

Milton Carpenter NFIP Planner (919) 715-8000 x281

Scott Schelling Dewberry Analyst (703) 849-0207

John Alford Dewberry Analyst (703) 206-0816

Davie County – November 5, 2003

Name Agency/Title Phone

John Ferguson Town of Bermuda Run Mayor No number provided

Tim Barba Davie County Development GIS Administrator (336) 751-3340

William Whaley Davie County Development Services Director (336) 751-2791

John Gallimore Davie County Planning Director (336) 751-3340

Ed Curtis NCFMP Outreach & Scoping Coordinator (919) 715-8000 x369

Milton Carpenter NFIP Planner (919) 715-8000 x281

Scott Schelling Dewberry Analyst (703) 849-0207

Ken Ashe Dewberry Engineer (919) 881-9939

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Iredell County – October 7, 2003

Name Agency/Title Phone

Tim Brown Town of Mooresville No number provided

David Currier City of Statesville No number provided

Tracy Jackson Iredell County Emergency Management (704) 878-5037

Lynn Niblock Iredell County Planning & Zoning Enforcement No number provided

Bill Doolittle Iredell County Tax Administrator (704) 878-3010

Terry McLain Iredell County GIS Administrator No number provided

Emily Jackson Iredell County Planner (704) 928-2048

Andy Borker Not provided No number provided

Ron Smith Iredell County Planning Supervisor (704) 878-3130

Donald Dawson Town of Troutman Town Manager (704) 528-7600

Ed Curtis NCFMP Outreach & Scoping Coordinator (919) 715-8000 x369

Mary Shaw NFIP Planner (919) 715-8000 x226

Jon Westcott Dewberry Engineer (703) 849-0541

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Montgomery County – November 18, 2003

Name Agency/Title Phone

Kris Hernandez 911 Coordinator (910) 576-0608

Tommy Fields Wright & Fields Land Surveying (910) 572-2449

Kaye Norris Register of Deeds (910) 576-4271

Harold Matthews NCDOT Troy Maintenance (910) 576-3667

Kevin Hedrick NCDOT District Engineer (910) 582-7075

Jimmy Chisholm Progress Energy (910) 439-1050

Phil Henley Montgomery County Inspections (910) 572-3304

Lee Matthews Montgomery County Manager (910) 576-4221

Joshua Ray Town of Biscoe Manager (910) 428-4112

Ron Adams 911 Director (910) 572-1313

Mechelle Smith Town of Candor Clerk (910) 974-4221

Cassandré Haynesworth NCFMP Outreach & Scoping Coordinator (919) 715-8000 x282

Milton Carpenter NFIP Planner (919) 715-8000 x281

Scott Schelling Dewberry Analyst (703) 849-0207

John Alford Dewberry Analyst (919) 206-0816

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Randolph County – November 17, 2003

Name Agency/Title Phone

Linda Smith Randolph County Computer Services (336) 318-6312

Donovan Davis Randolph County Emergency Management (336) 318-6943

Neil Allen Randolph County Emergency Management (336) 318-6913

David Townsend II Randolph County Public Works (336) 318-6605

Paxton Arthurs Randolph County Building Inspections (336) 318-6560

Greg Patton City of Randleman Planning Director (336) 495-7505

Mike Walker Randolph County Health Department (336) 318-6261

Kent Strickland Randolph County Tax Department (336) 318-6526

Hal Johnson Randolph County Planning Director (336) 318-6556

R. E. Blakley NCDOT County Maintenance Engineer (336) 625-2078

JL Picklesfer NCDOT District Engineer (336) 629-1423

Randle Brim Randolph County Planning Department (336) 318-6551

Ann Bailie Town of Trinity Manager No number provided

Adam Stumb Town of Trinity Manager No number provided

Cassandré Haynesworth NCFMP Outreach & Scoping Coordinator (919) 715-8000 x282

Milton Carpenter NFIP Planner (919) 715-8000 x281

Scott Schelling Dewberry Analyst (703) 849-0207

John Alford Dewberry Analyst (919) 206-0816

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Richmond County – December 10, 2003

Name Agency/Title Phone

Willie Quick Town of Norman Mayor (910) 652-2889

William Ward, Sr. Town of Dobbins Heights Mayor (910) 582-5374

John Massey City of Rockingham (910) 997-5546

Gail Strickland City of Hamlet Planning & Zoning (910) 582-2651

Marchell David City of Hamlet Manager (910) 582-2651

Frank McKay Richmond County Emergency Management (910) 997-8238

Gail Williams Richmond County Building Inspections (910) 997-8204

BK Jones Richmond County Environmental Health Supervisor (910) 997-8320

James Armstrong Planning/GIS (910) 417-4904

Roger Paxton Emergency Management Mitigation Planner (910) 997-8233

Sandy Marsh Town of Hoffman Assistant Clerk/Tax Collector (910) 281-3606

Ed Curtis NCFMP Outreach & Scoping Coordinator (919) 715-8000 x369

Milton Carpenter NFIP Planner (919) 715-8000 x281

Joan Craft Dewberry Task Manager (703) 849-0511

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Rowan County – January 8, 2004

Name Agency/Title Phone

Jim LaFevers Granite Quarry Alderman (704) 637-1012

Diane Krider Granite Quarry Planning & Zoning Deputy Clerk (704) 279-5596

Kevin Howard Town of Spencer (704) 633-2231

Dan Peters Granite Quarry (704) 279-5596

Kent Mishak Town of China Grove (704) 857-7720

David Morris City of Salisbury (704) 638-5351

Robert Parnell Salisbury Rowan Haz Mat (704) 638-4464

Reed Linn Town of Landis (704) 587-0111

Eric Earnhardt Town of Landis (704) 857-0111

Dan Mikkelson City of Salisbury (704) 638-5200

Larry Boahn City of Kannapolis (704) 920-4203

Wes Webb City of Kannapolis (704) 938-1515

Lisa Valdez City of Kannapolis Planning Director (704) 933-5999

Patrick Ritchie City of Salisbury Engineering (704) 638-5203

Marion Lyttle Rowan County Planning Department (704) 638-3101

Cassandré Haynesworth NCFMP Outreach & Scoping Coordinator (919) 715-8000 x282

Mary Shaw NFIP Planner (919) 715-8000 x226

Rick Sacbibit Dewberry Engineer (703) 849-0414

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Stanly County – January 6, 2004

Name Agency/Title Phone

Talisa Linker Town of Stanfield Clerk (704) 888-2386

David Love Town of Oakboro Zoning Department (704) 485-3612

Bob Remsburg City of Locust Administration (704) 888-5260

Tim Harris Stanly County Chapter of American Red Cross (704) 982-0070

WA Russell Stanly County Building Inspections (704) 986-3667

Brian Beer NC Cooperative Extension Agent (704) 983-3987

Cecil Almond Stanly County Register of Deeds (704) 986-3640

Billy Eldridge Stanly County EMS Manager (704) 986-3650

Matt Brinkley Town of Badin Manager (704) 422-3470

Jerry Myers Stanly County Manager (704) 986-3600

Michael Sandy Stanly County Planning Director (704) 986-3665

Ernest Borders City of Albemarle Director of Engineering (704) 984-9437

Bob Sasser City of Albemarle Director of Planning and Community Development (704) 984-9426

Keith Wolf Stanly County Planner (704) 986-3660

Chad Coble Stanly County GIS Coordinator (704) 986-3638

Cassandré Haynesworth NCFMP Outreach & Scoping Coordinator (919) 715-8000 x282

Mary Shaw NFIP Planner (919) 715-8000 x226

Rick Sacbibit Dewberry Engineer (703) 849-0414

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Stokes County – October 7, 2003

Name Agency/Title Phone

Todd Cox City of King Planning & Inspections (336) 983-8265

Scott Barrow City of King Engineering (336) 983-8265

Connie Brown Stokes County Environmental Health (336) 593-2403

Andrew Smith Walnut Cove Building Inspector (336) 593-2445

Jake Oakley Stokes County GIS Director (336) 593-2460

Ricky Tuttle Stokes County Emergency Services Director (336) 593-2425

Greg Hunsucker Stokes County GIS Coordinator (336) 593-2461

David Sudderth Stokes County Planning Director (336) 593-2408

Tom Smith Stokes SWCD (336) 593-2846 x3

Marvin Cavanaugh Stokes SWCD (336) 593-2846 x3

Cassandré Haynesworth NCFMP Outreach & Scoping Coordinator (919) 715-8000 x282

Matt Morton Dewberry Analyst (703) 849-0216

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Surry County – November 6, 2003

Name Agency/Title Phone

Jeff Coutu City of Mount Airy Planning Director (336) 786-3529

Chris Knopf Surry County Planning Director (336) 401-8350

Dick Everhart NRCS District Conservationist (336) 386-8751

Pam Fencl Town of Elkin Planning Director (336) 835-9805

Wayne Atkins Town of Dobson (336) 386-8964

Chris Stanley Surry County E-911 (336) 401-8652

Ed Curtis NCFMP Outreach & Scoping Coordinator (919) 715-8000 x369

Toni Plummer NCEM Mitigation Planner (919) 715-8000 x299

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Union County – October 8-9, 2003

Name Agency/Title Phone

Don Keziah Union County (704) 283-3605

Christine Putnam Union County (704) 292-2592

Carl Lucas Union County (704) 292-2520

Shannon Kulikowski Union County GIS (704) 283-3597

Tammy Tucker Town of Stallings Planner (704) 821-8557

Martin Lane Town of Waxhaw Commissioner No number provided

Carl Webber Town of Marshville Town Administrator (704) 624-2515

Jamison Fair City of Monroe Senior Planner (704) 512-3142

Lee Bailey Town of Indian Trail Planning Director (704) 821-5401

Shirley Hafey Town of Wesley Chapel Clerk (704) 283-1226

Mike Hafey Town of Wesley Chapel Mayor Pro Tem (704) 283-2010

Lanny Openshaw Town of Marvin Planning Board (704) 243-1599

Karen Dunn Town of Marvin/Weddington Planner No number provided

Melvin Threatt Town of Weddington Mayor Pro Tem (704) 846-2100

Rick Becker Town of Mineral Springs Mayor (704) 843-5870

Ed Curtis NCFMP Outreach & Scoping Coordinator (919) 715-8000 x369

Mary Shaw NFIP Planner (919) 715-8000 x226

Jon Westcott Dewberry Engineer (703) 849-0541

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Wilkes County – November 18, 2003

Name Agency/Title Phone

Claris Howell Town of Ronda Financial Officer (336) 835-2061

David Felts Town of North Wilkesboro (336) 667-7129

Eddie Barnes Wilkes County Planning (336) 651-7582

Michael Adams Wilkes County Mapping (336) 651-7309

Vic Spencer Wilkes County Mapping (336) 651-7311

Zach Tragdon Town of Wilkesboro (336) 838-3951

Kelly Coffey High Country Council of Governments (336) 265-5434 x114

Suzanne Hamby Wilkes County Emergency Management Coordinator (336) 651-7305

Gary Page Wilkes County Manager (336) 651-7345

Charlie Sink Wilkes County Commissioner (336) 838-7337

Keith Walsh Wilkes County Inspections Department (336) 651-7303

Chris Steele John S. Steele Surveyors (336) 838-8313

Steve Steele John S. Steele Surveyors (336) 838-8313

Wally Van Meter Van Meter Land Surveyors (336) 838-4976

John Church Van Meter Land Surveyors (336) 667-6381

Chris Huffman Wilkes County Planning (336) 651-7563

Tom Walker Current Surveying (336) 838-3395

Ben Dancy Current Surveying (336) 838-3395

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Wilkes County – November 18, 2003 (continued)

Name Agency/Title Phone

Richard Current Current Surveying (336) 838-3395

Jerry Lackey Lackey Surveying (336) 838-4078

Ed Curtis NCFMP Outreach & Scoping Coordinator (919) 715-8000 x369

Mary Shaw NFIP Planner (919) 715-8000 x226

Joan Craft Dewberry Task Manager (703) 849-0511

Yadkin County – November 6, 2003

Name Agency/Title Phone

Tim Collins City of Jonesville Public Works Director (336) 835-3426

Dale Trivette Yadkin County Emergency Management Coordinator No number provided

Brent Hawks Yadkin County Assistant Emergency Management Coordinator No number provided

John Bradgers Land Records Supervisor No number provided

India Trimble Planning & Zoning Assistant No number provided

Larry Adams Yadkin County Director of Services and Development No number provided

Kim Bates Yadkin County Planning & Zoning Supervisor No number provided

Ken Larking Town of Yadkinville Manager No number provided

Johnny Craufill Town of Boonville No number provided

Cecil Wood Yadkin County Manager No number provided

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APPENDIX A ATTENDANCE SHEETS FROM INITIAL SCOPING MEETINGS (CONTINUED)

Yadkin County – November 6, 2003 (continued)

Name Agency/Title Phone

Ed Curtis NCFMP Outreach & Scoping Coordinator (919) 715-8000 x369

Toni Plummer NCEM Mitigation Planner (919) 715-8000 x299

Scott Schelling Dewberry Analyst (703) 849-0541

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Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS

The tables on the following pages provide summaries of flood mapping needs that have been identified by the counties and/or communities.

ALEXANDER and Incorporated Areas—Community-Identified Mapping Needs

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone A Beaverdam Creek Alexander County Limited Detailed Study High 2 X

B Big Branch Alexander County Limited Detailed Study High 3 X

C Greasy Creek Alexander County Limited Detailed Study High 3 X D Greasy Creek Trib 1 Alexander County Limited Detailed Study High 3 X

E Miller Creek Alexander County Limited Detailed Study High 3 X

F South Yadkin River Alexander County Limited Detailed Study High 2 A

ALLEGHANY and Incorporated Areas—Community-Identified Mapping Needs *This County will be processed completely in the New River Basin and requests listed in the New River Basin Plan.

Date: November 8, 2007 Page B-1

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Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

ANSON and Incorporated Areas—Community-Identified Mapping Needs

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone A Brown Creek Anson County Detailed Study High 3 A

B Ledbetter Branch Anson County Detailed Study High 5 A

C Little Brown Creek Anson County Detailed Study High 8 A

D Pee Dee River Anson County Detailed Study High 2 A E Pinch Gut Creek Anson County Detailed Study High 4 A

F Rocky River Anson County Detailed Study High 1 A

G Canal Branch Ansonville, Town Of Limited Detailed Study High 6 X H Brush Fork Wadesboro, Town Of Limited Detailed Study High 7 X

ASHE and Incorporated Areas—Community-Identified Mapping Needs *This County will be processed completely in the New River Basin and requests listed in the New River Basin Plan.

Date: November 8, 2007 Page B-2

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Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

CABARRUS and Incorporated Areas—Community-Identified Mapping Needs

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone A Adams Creek Cabarrus County Detailed Study High 4 X

B Afton Run Kannapolis, City of Detailed Study High 1 AE w/ Floodway

C Threemile Branch Concord, City Of Limited Detailed Study High 3 X

D Rocky River Trib 29 Harrisburg, Town Of Limited Detailed Study High 2 X E Ut Kannapolis, City Of Limited Detailed Study High 5 X

F Coddle Creek Trib 13 Concord, City of Detailed Study High 5 X

G Threemile Branch Trib Concord, City of Limited Detailed Study High 6 X

H Shamrock Branch Concord, City of Limited Detailed Study High 7 X

CALDWELL and Incorporated Areas—Community-Identified Mapping Needs *No requests for the Yadkin River Basin; all requests for this county are located in the Catawba River Basin and shown in the Catawba River Basin Plan.

Date: November 8, 2007 Page B-3

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Appendix B

SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

DAVIDSON and Incorporated Areas—Community-Identified Mapping Needs Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone

A, AE w/ Floodway A Abbotts Creek Davidson County Detailed Study High 3

B Fryes Creek Davidson County Detailed Study High 2 AE w/ Floodway

C Miller Creek Davidson County Detailed Study High 4 AE w/ Floodway

D Pounder Fork Trib 14 Davidson County Limited Detailed Study High 7 X

E Pounder Fork Trib 14.2 Davidson County Limited Detailed Study High 7 X F Hamby Creek Trib 7 Thomasville, City Of Detailed Study High 5 X

G Hanks Branch Thomasville, City Of Detailed Study High 6 AE w/ Floodway

H Jimmys Creek Thomasville, City Of Detailed Study High 1 X

I UT of Pounder Fork Davidson County Redelineation Low 8 X

DAVIE and Incorporated Areas—Community-Identified Mapping Needs Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone

Medium High A Peoples Creek Cooleemee, Town Of Limited Detailed Study 3 A

B Smith Creek Davie County Detailed Study High 1 AE w/ Floodway

Medium High C Yadkin River Trib 11 Davie County Limited Detailed Study 2 X

Date: November 8, 2007 Page B-4

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Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

FORSYTH and Incorporated Areas—Community-Identified Mapping Needs

Effective Identifier Flooding Source Community Type of Study Priority Ranking Zone A, AE w/ Floodway A Blanket Creek Clemmons, Village Of Detailed Study High 9

C Johnson Creek Clemmons, Village Of Detailed Study High 3 A AE with Floodway D Johnson Creek Trib 6 Clemmons, Village Of Detailed Study High 5

AE with Floodway E Johnson Creek Trib 6.2 Clemmons, Village Of Detailed Study High 5

Johnson Creek Trib 6.2.1.1

AE with Floodway F Clemmons, Village Of Detailed Study High 5

AE with Floodway G Blanket Creek Forsyth County Detailed Study High 9

H Blanket Creek Forsyth County Detailed Study High 9 X I Blanket Creek Lewisville, Town of Detailed Study High 10 X

J Johnson Creek Forsyth County Limited Detailed Study High 3 X

K Johnson Creek Trib 3 Forsyth County Limited Detailed Study Medium High 2 X

AE with Floodway L Johnson Creek Trib 6.2 Forsyth County Detailed Study High 5

AE with Floodway

Johnson Creek Trib 6.2.1 Forsyth County Detailed Study High 5 M

Date: November 8, 2007 Page B-5

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Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

FORSYTH and Incorporated Areas—Community-Identified Mapping Needs (continued)

Effective Identifier Flooding Source Community Type of Study Priority Ranking Zone AE with Floodway

Johnson Creek Trib 6.2.1.1 Forsyth County Detailed Study High 5 N

O Lowery Mill Creek Trib 1 Forsyth County Limited Detailed Study High 7 X P Mill Creek Forsyth County Limited Detailed Study Medium High 3 X

Q Mill Creek Number 3 Forsyth County Detailed Study High 8 X, A

Mill Creek Number 3 Trib 1 S Forsyth County Detailed Study High 8 X

T Mill Creek Trib 2 Forsyth County Limited Detailed Study High 3 X

U Mill Creek Trib 2.2 Forsyth County Limited Detailed Study High 3 X

AE with Floodway V Muddy Creek Forsyth County Detailed Study Medium High 1

W Reynolds Creek Forsyth County Detailed Study High 6 X X South Fork Muddy Creek Forsyth County Detailed Study High 4 X

AE with Floodway Y Salem Creek Winston-Salem, City Of Detailed Study High 2

AE with Floodway Z Salem Creek Trib 15 Winston-Salem, City Of Detailed Study High 1

AE with Floodway AA Salem Creek Trib 15.1 Winston-Salem, City Of Detailed Study High 1

Date: November 8, 2007 Page B-6

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Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

FORSYTH and Incorporated Areas—Community-Identified Mapping Needs (continued)

Effective Identifier Flooding Source Community Type of Study Priority Ranking Zone AE with Floodway AB Salem Creek Trib 15.1.2 Winston-Salem, City Of Detailed Study High 1

AE with Floodway

Salem Creek Trib 15.1.2.1 Winston-Salem, City Of Detailed Study High 1 AC

GUILFORD and Incorporated Areas—Community-Identified Mapping Needs *No requests for the Yadkin River Basin; all requests for this county are located in the Cape Fear River Basin and shown in the Cape Fear Basin Plan.

Date: November 8, 2007 Page B-7

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Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

IREDELL and Incorporated Areas—Community-Identified Mapping Needs

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone A Fourth Creek Iredell County Detailed Study High 1 A

B Fourth Creek Iredell County Detailed Study High 1 A

C Kerr Branch Iredell County Detailed Study High 1 X D Rocky Creek Iredell County Detailed Study High 2 A

E Weathers Creek Iredell County Limited Detailed Study High 3 X

F Coddle Creek Mooresville, Town Of Detailed Study High 2 A

G Dye Creek Mooresville, Town Of Detailed Study High 3 AE w/o FloodwayH Dye Creek Trib 2 Mooresville, Town Of Detailed Study High 3 AE w/o Floodway

I Dye Creek Trib 2.1 Mooresville, Town Of Detailed Study High 3 AE w/o Floodway

J Rocky River Mooresville, Town Of Detailed Study High 1 A

K Rocky River Mooresville, Town Of Detailed Study High 1 AE w/o Floodway

L West Branch Rocky River Mooresville, Town Of Detailed Study High 1 A M West Branch Rocky River Mooresville, Town Of Detailed Study High 1 AE w/o Floodway

N West Branch Rocky River Mooresville, Town Of Detailed Study High 1 AE w/o Floodway

O West Branch Rocky River Mooresville, Town Of Detailed Study High 1 A

P Fourth Creek Statesville, City Of Detailed Study High 1 AE w/ Floodway

Q Fourth Creek Statesville, City Of Detailed Study High 1 AE w/ Floodway R Fourth Creek Trib 32 Statesville, City Of Detailed Study High 2 AE w/ Floodway

S Morrison Creek Statesville, City Of Detailed Study High 2 AE w/ Floodway

Date: November 8, 2007 Page B-8

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Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

IREDELL and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone Fourth Creek Trib 34.1.1.1.1.1 T Statesville, City Of Detailed Study High 1 X

Fourth Creek Trib 34.1.1.1.1 U Statesville, City Of Detailed Study High 1 X

V Fourth Creek Trib 34.1.1.1 Statesville, City Of Detailed Study High 1 X

W Fourth Creek Trib 34.1.1 Statesville, City Of Detailed Study High 1 AE w/ Floodway

X I-L Creek Trib 3 Troutman, Town Of Limited Detailed Study High 3 X

Y Shinns Creek Troutman, Town Of Limited Detailed Study High 2 X

MECKLENBURG and Incorporated Areas—Community-Identified Mapping Needs

No requests for restudy. Mecklenburg County is a Cooperative Technical Partner (CTP) and has conducted their own mapping.

Date: November 8, 2007 Page B-9

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

MONTGOMERY and Incorporated Areas—Community-Identified Mapping Needs Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone A Dicks Creek Montgomery County Limited Detailed Study High 8 X B Dicks Creek Trib 6 Montgomery County Limited Detailed Study High 6 X

C Glady Fork Montgomery County Limited Detailed Study High 1 X

D Hickory Branch Montgomery County Limited Detailed Study High 7 X

E Lick Creek Montgomery County Limited Detailed Study High 9 X F Lick Creek Trib 1 Montgomery County Limited Detailed Study High 10 X

G Lick Creek Trib 3 Montgomery County Limited Detailed Study High 1 X

H Lick Creek Trib 3.2 Montgomery County Limited Detailed Study High 2 X

I Mountain Branch Montgomery County Limited Detailed Study High 2 X

J White Oak Creek Montgomery County Limited Detailed Study High 5 X K White Oak Creek Trib 2 Montgomery County Limited Detailed Study High 3 X

White Oak Creek Trib 2.1 L Montgomery County Limited Detailed Study High 4 X

Date: November 8, 2007 Page B-10

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

RANDOLPH and Incorporated Areas—Community-Identified Mapping Needs

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone A Cedar Fork Creek Asheboro, City Of Detailed Study Medium High 9 X

B Caraway Creek Randolph County Detailed Study Medium High 4 A

C Cedar Fork Creek Randolph County Detailed Study Medium High 9 X

D Little Uwharrie River Randolph County Detailed Study High 1 A E Little Uwharrie River Trib 3 Randolph County Limited Detailed Study High 10 X

F Little Uwharrie River Trib 3.1 Randolph County Limited Detailed Study High 9 X

G Little Uwharrie River Trib 5 Randolph County Limited Detailed Study High 8 X

H Little Uwharrie River Trib 5.1 Randolph County Limited Detailed Study High 7 X

I Little Uwharrie River Trib 6 Randolph County Limited Detailed Study High 6 X J Little Uwharrie River Trib 7 Randolph County Limited Detailed Study High 4 X

K Little Uwharrie River Trib 7.1 Randolph County Limited Detailed Study High 5 X

L Little Uwharrie River Trib 8 Randolph County Limited Detailed Study High 2 X

M Little Uwharrie River Trib 9 Randolph County Limited Detailed Study High 3 X N Long Branch Randolph County Detailed Study Medium High 10 A

O Taylors Creek Randolph County Detailed Study High 1 A

P Uwharrie River Randolph County Limited Detailed Study Medium High 8 X

Q Uwharrie River Randolph County Detailed Study Medium High 5 A

R Wagners Branch Randolph County Limited Detailed Study Medium 2 A S Little Uwharrie River Trinity, Town Of Detailed Study High 1 A

Date: November 8, 2007 Page B-11

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

RANDOLPH and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone T Little Uwharrie River Trib 2 Trinity, Town Of Limited Detailed Study High 2 X

U Little Uwharrie River Trib 2.1 Trinity, Town Of Limited Detailed Study High 3 X

V Little Uwharrie River Trib 3 Trinity, Town Of Limited Detailed Study High 10 X

W Little Uwharrie River Trib 3 Trinity, Town Of Limited Detailed Study High 10 X X Little Uwharrie River Trib 3.1 Trinity, Town Of Limited Detailed Study High 9 X

Y Little Uwharrie River Trib 4 Trinity, Town Of Limited Detailed Study High 1 X

Z Little Uwharrie River Trib 5 Trinity, Town Of Limited Detailed Study High 8 X

AA Little Uwharrie River Trib 5.1 Trinity, Town Of Limited Detailed Study High 7 X

AB Little Uwharrie River Trib 6 Trinity, Town Of Limited Detailed Study High 6 X AC Uwharrie River Trinity, Town Of Limited Detailed Study Medium High 8 X

AD Uwharrie River Trib 13 Trinity, Town Of Detailed Study Medium High 6 A

AE Uwharrie River Trib 13.2 Trinity, Town Of Detailed Study Medium High 6 A

AF Uwharrie River Trib 9 Trinity, Town Of Detailed Study Medium High 7 A

Date: November 8, 2007 Page B-12

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Final Basin Plan — Yadkin River Basin

Appendix B

SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

RICHMOND and Incorporated Areas—Community-Identified Mapping Needs Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone A Hitchcock Creek Rockingham, City Of Detailed Study High 1 A B Hitchcock Creek Trib 1 Rockingham, City Of Limited Detailed Study High 5 X

C Hitchcock Creek Trib 2 Rockingham, City Of Limited Detailed Study High 2 X

D Hitchcock Creek Trib 2B Rockingham, City Of Limited Detailed Study High 4 X

E Hitchcock Creek Trib 2A Rockingham, City Of Limited Detailed Study High 3 X F Indian Camp Lake Trib 1 Rockingham, City Of Limited Detailed Study High 10 X

G Jennies Branch Rockingham, City Of Limited Detailed Study High 7 X

H Little Mountain Creek Rockingham, City Of Limited Detailed Study High 9 X

I Marks Creek Rockingham, City Of Detailed Study High 6 A

J Rocky Branch Rockingham, City Of Limited Detailed Study High 8 X

Date: November 8, 2007 Page B-13

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

ROWAN and Incorporated Areas—Community-Identified Mapping Needs

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone A Grants Creek Trib 13 China Grove, Town Of Detailed Study Medium 5 AE w/ Floodway

B Town Creek Trib 35 East Spencer, Town Of Detailed Study High 7 X

C Crane Creek Trib 18 Faith, Town Of Limited Detailed Study High 8 X

D Crane Creek Trib 19.1 Faith, Town Of Limited Detailed Study High 8 X E Crane Creek Trib 32.1.1 Granite Quarry, Town Of Detailed Study Medium 5 AE w/ Floodway

F Crane Creek Trib 32.1 Granite Quarry, Town Of Detailed Study Medium 5 AE w/ Floodway

G Crane Creek Trib 32.4 Granite Quarry, Town Of Detailed Study High 2 AE w/ Floodway

H Crane Creek Trib 32 Granite Quarry, Town Of Detailed Study High 2 AE w Floodway

I Irish Buffalo Creek Trib 8 Landis, Town Of Limited Detailed Study High 9 X J Irish Buffalo Creek Trib 9 Landis, Town Of Limited Detailed Study High 9 X

K Second Creek Trib 22 Rockwell, Town Of Limited Detailed Study High 3 X

L Church Creek Rowan County Detailed Study High 6 X

M Crane Creek Rowan County Detailed Study Medium 5 AE w/ Floodway N East Fork Rowan County Limited Detailed Study Medium 5 X

O Flat Rock Branch Rowan County Limited Detailed Study Medium 5 X

P Grants Creek Rowan County Detailed Study High 1 AE w/ Floodway

Q Mill Creek Rowan County Limited Detailed Study Medium 5 X

R Park Creek Rowan County Limited Detailed Study Medium 5 X S Jump and Run Branch Salisbury, City Of Limited Detailed Study Medium 5 X

Date: November 8, 2007 Page B-14

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

ROWAN and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone T Town Creek Salisbury, City Of Detailed Study High 4 AE w/ Floodway

U Grants Creek Trib 35 Salisbury, City Of Limited Detailed Study Medium 5 X

V Grants Creek Trib 53.2 Spencer, Town Of Limited Detailed Study Medium 5 X

STANLY and Incorporated Areas—Community-Identified Mapping Needs Identifier Flooding Source Community Type of Study Priority Ranking Effective ZoneA Little Long Creek Albemarle, City Of Detailed Study High 5 A

B Poplin Creek Albemarle, City Of Detailed Study High 7 AE w/ Floodway

C Rock Creek Albemarle, City Of Detailed Study High 9 AE w/ Floodway

D Little Mountain Creek Baden, Town Of Limited Detailed Study High 4 X

E Mountain Creek Baden, Town Of Limited Detailed Study High 3 X F Mountain Creek Baden, Town Of Detailed Study High 2 A

G Cedar Creek Norwood, Town Of Detailed Study High 6 A

East Prong Rock Hole Creek H Stanfield, Town Of Limited Detailed Study High 11 X

I Rock Hole Branch Stanfield, Town Of Limited Detailed Study High 10 X

J Little Mountain Creek Stanly County Detailed Study High 1 A

K Stony Run Stanly County Limited Detailed Study High 8 X

Date: November 8, 2007 Page B-15

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

STOKES and Incorporated Areas—Community-Identified Mapping Needs

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone A, AE w/ Floodway A Crooked Run Creek King, City Of Detailed Study High 3

B Crooked Run Creek Stokes County Detailed Study High 3 A, X

C Danbury Creek Stokes County Detailed Study High 1 A

D Goff Creek Stokes County Detailed Study High 2 X

SURRY and Incorporated Areas—Community-Identified Mapping Needs Identifier Flooding Source Community Type of Study Priority Ranking Effective ZoneA Ararat River Trib 10 Mount Airy, Town Of Detailed Study High 2 X

B Ararat River Trib 10.1 Mount Airy, Town Of Limited Detailed Study High 2 X

C Ararat River Trib 10.1 Mount Airy, Town Of Detailed Study High 2 X D Lovills Creek Mount Airy, Town Of Detailed Study Medium 2 AE w/ Floodway

Medium High E Toms Creek Trib 14 Mount Airy, Town Of Limited Detailed Study 2 X

F Heatherly Creek Pilot Mountain, Town Of Detailed Study High 1 A

A, AE w/o Floodway I Elkin Creek Surry County Detailed Study High 2

J Fisher River Surry County Limited Detailed Study High 7 A

K Heatherly Creek Surry County Detailed Study High 1 A

Date: November 8, 2007 Page B-16

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

SURRY and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective ZoneN Little Creek Surry County Limited Detailed Study High 6 X

O Long Creek Surry County Limited Detailed Study High 9 X

North Prong South Fork Mitchell River Surry County Limited Detailed Study Low 5 A P

Q Snow Creek Surry County Limited Detailed Study High 5 A

South Fork Mitchell River R Surry County Limited Detailed Study Low 5 A

S Stewarts Creek Surry County Limited Detailed Study High 3 A

T Stewarts Creek Trib 22 Surry County Limited Detailed Study High 4 X Stewarts Creek Trib 22.1 U Surry County Limited Detailed Study High 4 X

V Thompsons Branch Surry County Limited Detailed Study High 8 X

Date: November 8, 2007 Page B-17

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

UNION and Incorporated Areas—Community-Identified Mapping Needs

Identifier Flooding Source Community Type of Study Priority Ranking Effective ZoneA Buck Branch Marshville, Town Of Detailed Study High 1 X

B Lick Branch Marshville, Town Of Limited Detailed Study High 3 X

C Lick Branch Trib 15.1.2 Marshville, Town Of Limited Detailed Study High 2 X

D Lick Branch Trib 15.1 Marshville, Town Of Limited Detailed Study High 2 X E Lick Branch Trib 15 Marshville, Town Of Limited Detailed Study High 2 X

F Lick Branch Trib 15.2.2 Marshville, Town Of Limited Detailed Study High 2 X

G Lick Branch Trib 15.2 Marshville, Town Of Limited Detailed Study High 2 X

H Bearskin Creek Monroe, City Of Detailed Study High 1 AE w/ Floodway

I Davis Mine Creek Stallings, Town Of Limited Detailed Study High 10 X J Goose Creek Stallings, Town Of Detailed Study High 3 A

K Goose Creek Trib 7.1 Stallings, Town Of Limited Detailed Study High 1 X

L Goose Creek Trib 7 Stallings, Town Of Limited Detailed Study High 1 X

North Fork Crooked Creek Trib 19 Stallings, Town Of Limited Detailed Study High 1 X M

North Fork Crooked Creek Trib 27 Stallings, Town Of Limited Detailed Study High 5 X N

North Fork Crooked Creek Trib 27.2 O Stallings, Town Of Limited Detailed Study High 5 X

South Fork Crooked Creek Trib 3 P Stallings, Town Of Limited Detailed Study High 5 X

Date: November 8, 2007 Page B-18

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

UNION and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective ZoneWest Fork Twelvemile Creek Trib 5.1 Q Stallings, Town Of Limited Detailed Study High 4 X

West Fork Twelvemile Creek Trib 5 R Stallings, Town Of Limited Detailed Study High 4 X

West Fork Twelvemile Creek Trib 5.2 S Stallings, Town Of Limited Detailed Study High 4 X

West Fork Twelvemile Creek Trib 9 T Stallings, Town Of Limited Detailed Study High 10 X

U Austin Branch Union County Limited Detailed Study High 5 X V Crooked Creek Union County Detailed Study High 1 AE w/ Floodway

W Crooked Creek Trib 5.2 Union County Detailed Study High 10 A

X Crooked Creek Trib 5 Union County Detailed Study High 10 A

A, AE w/ Floodway

East Fork Twelvemile Creek Union County Detailed Study High 3 Y

East Fork Twelvemile Creek Trib 15 Union County Detailed Study High 3 A Z

East Fork Twelvemile Creek Trib 15.1.1.1.2.1.1

AA Union County Detailed Study High 3 X

East Fork Twelvemile Creek Trib 15.1.1.1.2 AB Union County Detailed Study High 3 A

Date: November 8, 2007 Page B-19

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

UNION and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective ZoneEast Fork Twelvemile Creek Trib 15.1.1 AC Union County Detailed Study High 3 A

East Fork Twelvemile Creek Trib 15.1 AD Union County Detailed Study High 3 A

East Fork Twelvemile Creek Trib 15.1.1.1 AE Union County Detailed Study High 3 A

AF Grassy Branch Union County Detailed Study High 10 A

AG Grassy Creek Union County Detailed Study High 4 A

AH Grassy Creek Trib 18 Union County Limited Detailed Study High 4 X

AI Grassy Creek Trib 19 Union County Limited Detailed Study High 4 X

AJ Grassy Creek Trib 20 Union County Limited Detailed Study High 4 X Grassy Creek Trib 20.1.2 AK Union County Limited Detailed Study High 4 X

AL Grassy Creek Trib 20.1 Union County Limited Detailed Study High 4 X

AM Marvin Branch Union County Detailed Study High 2 X

AN McBride Branch Union County Detailed Study High 2 A

AO Meadow Branch Union County Detailed Study High 6 A

X, AE w/ Floodway AP Meadow Branch Union County Detailed Study High 6

AQ Meadow Branch Trib 14 Union County Limited Detailed Study High 6 X

Date: November 8, 2007 Page B-20

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

UNION and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective ZoneMeadow Branch Trib 14.2 AR Union County Limited Detailed Study High 6 X

Meadow Branch Trib 14.2.1 AS Union County Limited Detailed Study High 6 X

North Fork Crooked Creek

A, AE w/ Floodway AT Union County Detailed Study High 1

North Fork Crooked Creek Trib 12.2 AU Union County Detailed Study High 10 A

North Fork Crooked Creek Trib 12 AV Union County Detailed Study High 10 A

North Fork Crooked Creek Trib 22 Union County Detailed Study High 10 A AW

North Fork Crooked Creek Trib 26.2.2.1.2 Union County Detailed Study High 10 AE w/ FloodwayAX

North Fork Crooked Creek Trib 26.2.2.1.2.2 Union County Detailed Study High 10 AE w/ FloodwayAY

North Fork Crooked Creek Trib 26.2.2 AZ Union County Detailed Study High 10 AE w/ Floodway

North Fork Crooked Creek Trib 26.2 Union County Detailed Study High 10 AE w/ FloodwayBB

North Fork Crooked Creek Trib 26 BC Union County Detailed Study High 10 AE w/ Floodway

Date: November 8, 2007 Page B-21

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

UNION and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective ZoneNorth Fork Crooked Creek Trib 8.2.2 BD Union County Detailed Study High 10 A

North Fork Crooked Creek Trib 8 BE Union County Detailed Study High 10 A

North Fork Crooked Creek Trib 8.2 BF Union County Detailed Study High 10 A

BG Salem Creek Union County Detailed Study High 5 A

BH Sixmile Creek Union County Detailed Study High 2 AE w/ Floodway

BI Sixmile Creek Trib 5.2 Union County Detailed Study High 2 A

BJ Sixmile Creek Trib 5 Union County Detailed Study High 2 A

BK Sixmile Creek Trib 6 Union County Detailed Study High 2 A BL Sixmile Creek Trib 6.2 Union County Detailed Study High 2 A

South Fork Crooked Creek

A, AE w/ Floodway BM Union County Detailed Study High 1

South Fork Crooked Creek Trib 42 BN Union County Detailed Study High 10 A

South Fork Crooked Creek Trib 42.2 BO Union County Detailed Study High 10 A

South Fork Crooked Creek Trib 42.2.1.2 BP Union County Detailed Study High 10 A

Date: November 8, 2007 Page B-22

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

UNION and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective ZoneSouth Fork Crooked Creek Trib 42.2.1 BQ Union County Detailed Study High 10 AE w/ Floodway

South Fork Crooked Creek Trib 9.1 BR Union County Detailed Study High 10 A

South Fork Crooked Creek Trib 9 BS Union County Detailed Study High 10 A

South Fork Crooked Creek Trib 9.1.1 BT Union County Detailed Study High 10 A

South Fork Crooked Creek Trib 9.1.1.1 BU Union County Detailed Study High 10 A

South Fork Crooked Creek Trib 9.1.1.1.1 Union County Detailed Study High 10 A BV

BW Spring Branch Union County Limited Detailed Study High 6 X West Fork Twelvemile Creek

A, AE w/ Floodway BX Union County Detailed Study High 3

West Fork Twelvemile Creek Trib 16 Union County Detailed Study High 3 A BY

West Fork Twelvemile Creek Trib 16.2.1.2 Union County Detailed Study High 3 A BZ

West Fork Twelvemile Creek Trib 16.2.1 Union County Detailed Study High 3 A CC

Date: November 8, 2007 Page B-23

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

UNION and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone West Fork Twelvemile Creek Trib 16.2 CA Union County Detailed Study High 3 A

WATAUGA and Incorporated Areas—Community-Identified Mapping Needs

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone Middle Fork South Fork New River A Blowing Rock, Town Of Detailed Study High 3 AE w/ Floodway

Middle Fork South Fork New River Trib 11 B Blowing Rock, Town Of Limited Detailed Study High 4 X

C Brushy Fork Watauga County Detailed Study High 2 AE w/o Floodway

WILKES and Incorporated Areas—Community-Identified Mapping Needs Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone A Elk Creek Trib 11 Wilkes County Limited Detailed Study High 6 X

B Elk Creek Trib 12 Wilkes County Limited Detailed Study High 4 X

C Elk Creek Trib 12.1 Wilkes County Limited Detailed Study High 5 X D Elk Creek Trib 12.2 Wilkes County Limited Detailed Study High 8 X

E Elk Creek Trib 12.3 Wilkes County Limited Detailed Study High 7 X

Moravian Creek (Yellow Jacket Lake) Wilkes County Limited Detailed Study High 9 X F

Date: November 8, 2007 Page B-24

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Final Basin Plan — Yadkin River Basin

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

WILKES and Incorporated Areas—Community-Identified Mapping Needs

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone Moravian Creek (Yellow Jacket Lake) Trib 12 G Wilkes County Limited Detailed Study High 10 X

Medium High H Pumpkin Creek Wilkes County Limited Detailed Study 1 X

South Prong Lewis Fork Trib 7 I Wilkes County Limited Detailed Study High 3 X

A, AE w/ Floodway J Yadkin River Wilkes County Detailed Study High 1

K Yadkin River Trib 38 Wilkes County Detailed Study High 2 AE w/ Floodway

YADKIN and Incorporated Areas—Community-Identified Mapping Needs Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone

A Yadkin River Jonesville, Town Of Detailed Study High 2 AE w/o Floodway

B Long Branch Yadkin County Limited Detailed Study Medium 6 X

North Little Hunting Creek Trib 4 Yadkin County Limited Detailed Study Medium 5 X C

Medium High D Rocky Branch Yadkin County Limited Detailed Study 4 X

Medium High 3 X E Sandyberry Creek Yadkin County Limited Detailed Study

Date: November 8, 2007 Page B-25

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page B-26

Appendix B SUMMARIES OF COMMUNITY-IDENTIFIED FLOOD MAPPING NEEDS (CONTINUED)

YADKIN and Incorporated Areas—Community-Identified Mapping Needs (continued)

Identifier Flooding Source Community Type of Study Priority Ranking Effective Zone

F Sandyberry Creek Trib 1 Yadkin County Limited Detailed Study Medium High 3 X

G Yadkin River Yadkin County Detailed Study High 1 A

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page C-1

Appendix C Attendance Sheets from Final Scoping Meeting

Stanly County and Communities – January 17, 2006

Name Title/Agency Phone/E-mail

Linda Evans Stanly County Planning and Zoning (704) 986-3661 [email protected]

Michael M. Sandy Stanly County Planning and Zoning (704) 986-3665 [email protected]

Matt Brinkley Town of Badin (704) 422-3470 [email protected]

Jim Harrison Town of Badin (704) 422-3017 [email protected]

Chad Coble Stanly County (704) 986-3638 [email protected]

Bob Sasser Director of Planning and Community Development

(704) 984-9426 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

Randolph County and Communities – January 17, 2006

Name Title/Agency Phone/E-mail

Reynolds Neely Asheboro Planning Department (336) 626-1201 x 223 [email protected]

Trevor Nuttall Asheboro Planning Department (336) 626-1201 x 225 [email protected]

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Appendix C Attendance Sheets from Final Scoping Meeting

Randolph County and Communities – January 17, 2006 (continued)

Name Title/Agency Phone/E-mail

Tim Mangum Planning Information

Specialist/Randolph County Planning

(336) 318-6552 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

Union County and Communities – January 17, 2006

Name Title/Agency Phone/E-mail

Susan Habina Town Engineer/Planning Department/Town of Indian Trail

(704) 821-5401 [email protected]

Carl Webber Town Administrator/Town of Marshville

(704) 624-2515 x 25 [email protected]

Amy Helms Stormwater Engineer/Union County

(704) 283-3520 [email protected]

Lee Jenson Land Use Administrator/Union County

(704) 283-3605 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page C-3

Appendix C Attendance Sheets from Final Scoping Meeting

Union County and Communities – January 17, 2006 (continued)

Name Title/Agency Phone/E-mail

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

Cabarrus County and Communities – January 17, 2006

Name Title/Agency Phone/E-mail

Michael Rattler Public Works/City of Kannapolis (704) 920-4200 [email protected]

Wes Webb AWCK Engineering/City of Kannapolis

(704) 938-1515 [email protected]

Mike Byrd Planner/Cabarrus County (704) 920-2148 [email protected]

David Whitley GIS Manager/City of Concord (704) 920-5140 [email protected]

Randy Plummer Stormwater Engineer/City of Concord

(704) 920-5372 [email protected]

Jim Sells Emergency Management Coordinator/City of Concord

(704) 920-5528 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

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Appendix C Attendance Sheets from Final Scoping Meeting

Montgomery County and Communities – January 18, 2006

Name Title/Agency Phone/E-mail

Phil Henley Director of Inspections and Planning/Montgomery County (910) 572-3304

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Anson County and Communities – January 18, 2006

Name Title/Agency Phone/E-mail

Marvin Deese Director of Inspections/Anson County

(704) 694-5818 [email protected]

John Sikes Planning Board Chairman/Anson County (704) 272-7550

Jan Benton Anson County Planning (704) 694-2496

James Kennedy Anson County GIS N/A

Larry Newton Anson County Tax Assessor (704) 694-2918

Hugh James Public Services Director/Town of Wadesboro (704) 694-5171

Sarah Burr Peachland Public Works (704) 272-7781

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Appendix C Attendance Sheets from Final Scoping Meeting

Anson County and Communities – January 18, 2006 (continued)

Name Title/Agency Phone/E-mail

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

Rowan County and Communities – January 18, 2006

Name Title/Agency Phone/E-mail

Dan Mikkelson City of Salisbury (704) 638-5206 [email protected]

Patrick Ritchie City of Salisbury (704) 638-5203 [email protected]

Ed Muire Rowan County (704) 216-8588 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

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Appendix C Attendance Sheets from Final Scoping Meeting

Yadkin County and Communities – January 19, 2006

Name Title/Agency Phone/E-mail

Rachel Boone GIS/Mapping/Yadkin County (336) 679-4224 [email protected]

Dale Trivette LEMC/Yadkin County (336) 679-4232 [email protected]

Cecil Wood Yadkin County Administrator (336) 679-4200 [email protected]

Melanie Leleux Planning and Zoning/Yadkin County

(336) 679-4243 [email protected]

Jerrie Bates Appraisal/Tax/Yadkin County (336) 679-2308 [email protected]

Ken Larking Town Manager/Yadkinville (336) 679-8732 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

Wilkes County and Communities – January 19, 2006

Name Title/Agency Phone/E-mail

Eddie Barnes Wilkes County Planning (336) 651-7582 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

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Appendix C Attendance Sheets from Final Scoping Meeting

Wilkes County and Communities – January 19, 2006 (continued)

Name Title/Agency Phone/E-mail

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

Davie County and Communities – January 19, 2006

Name Title/Agency Phone/E-mail

John Gallimore Davie County Planning and GIS (336) 753-6050 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

Forsyth County and Communities – January 20, 2006

Name Title/Agency Phone/E-mail

Jeff Kopf Winston Salem/Forsyth County (336) 727-2388 [email protected]

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Appendix C Attendance Sheets from Final Scoping Meeting

Forsyth County and Communities – January 20, 2006 (continued)

Name Title/Agency Phone/E-mail

Gary Looper Manager, Village of Clemmons (336) 766-2511 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

Iredell County and Communities – January 20, 2006

Name Title/Agency Phone/E-mail

James K. Troutman Public Works Director/Town of Troutman

(704) 528-7602 [email protected]

William Allison Iredell County Planning (704) 878-3121 [email protected]

Chris Bridges Iredell County GIS (704) 878-3008 [email protected]

Lee Anne Owens Iredell County GIS (704) 878-3139 [email protected]

Steve Warren Iredell County Planning (704) 878-3130 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

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Appendix C Attendance Sheets from Final Scoping Meeting

Iredell County and Communities – January 20, 2006 (continued)

Name Title/Agency Phone/E-mail

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

Davidson County and Communities – January 20, 2006

Name Title/Agency Phone/E-mail

Bryan Fulbright Engineer/City of Thomasville (336) 475-4250

Scott Leonard Planner/Davidson County (336) 242-2220

Ron Triplette Inspections Director/Davidson County (336) 242-2231

Jon Romeo GIS Division/Davidson County (336) 242-2266 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

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Appendix C Attendance Sheets from Final Scoping Meeting

Surry County and Communities – January 20, 2006

Name Title/Agency Phone/E-mail

Chris Knopf Planning Department/Surry County (336) 401-8350 [email protected]

Pam Fencl Planning Director/Town of Elkin [email protected]

Kevin Pearson GIS Tech/Mount Airy (336) 786-3528 [email protected]

Ed Curtis NFIP Engineer/NC Floodplain Management Branch

(919) 715-8000 x 369 [email protected]

Tom Langan NCFMP Engineer (919) 715-5711 x 110 [email protected]

Randy Mundt Community Development Planner/NCFMP

(919) 715-5711 x 119 [email protected]

Steve Garrett Community Development Planner/ NCFMP

(919) 715-5711 x 118 [email protected]

Colleen Bailey Hazard Mapping Analyst/Dewberry (703) 849-0447 [email protected]

Katie Hess Hazard Mapping Analyst/Dewberry (703) 849-0510 [email protected]

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ALEXANDER Beaverdam Creek At the confluence with Big Branch

Approximately 215 feet downstream of Old Vashti Road

2.61 1

ALEXANDER Big Branch At the confluence with South Yadkin River

Approximately 0.2 mile upstream of Teva Hollow Lane 3.2 4

ALEXANDER Greasy Creek At the confluence with Wallace Creek

Approximately 0.417 mile upstream of SR 1418 (Carson Chapel Road)

3.157 3

ALEXANDER Greasy Creek Trib 1 At the confluence with Greasy Creek

Approximately 100 feet downstream of Hammer Road NE

2.32 2

ALEXANDER Mill Creek At the confluence with South Yadkin River

Approximately 0.408 mile upstream of confluence with South Yadkin River

0.408 0

ALEXANDER Miller Creek At the confluence with South Yadkin River

Approximately 10 feet upstream of SR 1475 (Sprinkle Dairy Road)

1.68 2

ALEXANDER Rocky Creek At the Alexander/Iredell County boundary

At the Alexander/Wilkes County boundary 4.09 3

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ALEXANDER South Yadkin River At the Alexander/Iredell County boundary

Just downstream of Vashti Road 14.53 6

ALEXANDER Third Creek At the Alexander/Iredell County boundary

Approximately 0.400 mile upstream of Lentz Road 2.43 3

ALEXANDER Wallace Creek At the confluence with South Yadkin River

Approximately 0.5 mile downstream of SR 1419 (Rocky Springs Road)

3.856 2

ANSON Brush Fork Approximately 100 feet upstream of Old Lilesville Road At Park Road 0.402 1

ANSON Bailey Creek At the confluence with North Fork Jones Creek

At the confluence of Brush Fork/Reedy Fork 2.033 2

ANSON Bell Creek At the confluence with Deadfall Creek

Approximately 0.984 mile upstream of SR#1217 2.11 1

ANSON Big Branch (into Cribs Creek)

At the confluence with Cribs Creek

Approximately 0.42 mile upstream of confluence with Cribs Creek

0.42 0

ANSON Big Branch (into Kelly Branch)

At the confluence with Kelly Branch

Approximately 450 feet upstream of Lower White Store Road

2.2 1

ANSON Big Branch (into Lanes Creek)

At the confluence with Lanes Creek

Approximately 1,200 feet upstream of Birmingham Road 0.577 1

ANSON Black Jack Branch At the confluence with Brown Creek

Approximately 1,650 feet downstream of Green Road 2.055 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Blackwell Branch Approximately 0.2 mile upstream of the confluence with Lanes Creek

Approximately 750 feet downstream of Stegall Road 3.127 2

ANSON Blackwell Branch Approximately 1.193 miles downstream of Savannah

Approximately 750 feet downstream of Stegall Road 3.127 2

ANSON Boles Creek At the confluence with Deadfall Creek

Approximately 850 feet downstream of SR#1217 0.487 0

ANSON Brown Creek Approximately 0.492 mile downstream of US-74

Approximately 100 feet upstream of US-74 0.533 2

ANSON Brown Creek At the confluence with Pee Dee River

Approximately 1,600 feet upstream of Cameron Road 18.829 9

ANSON Brown Creek Trib 10 At the confluence with Brown Creek

Approximately 0.2 mile downstream of Pleasant Grove Church Road

1.1 2

ANSON Brown Creek Trib 12 At the confluence with Brown Creek

Approximately 0.7 mile upstream of the confluence with Brown Creek

0.7 1

ANSON Brown Creek Trib 26 At the confluence with Brown Creek

Approximately 0.7 mile upstream of the confluence with Brown Creek

0.7 0

ANSON Brown Creek Trib 28 At the confluence with Brown Creek

Approximately 0.5 mile upstream of the confluence with Brown Creek

0.5 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON; TOWN OF POLKTON Brown Creek Trib 40 At the confluence with Brown

Creek Approximately 0.2 mile upstream of Barrass Street 1 2

TOWN OF POLKTON Brown Creek Trib 42 Approximately 0.814 mile

upstream of Brown Creek At East Freemont Street 0.847 5

ANSON Brown Creek Trib 63 At the confluence with Brown Creek

Approximately 0.388 mile downstream of SR#1228 0.904 0

ANSON Brown Creek Trib 65 At the confluence with Brown Creek

Approximately 0.817 mile upstream of White Store Pageland Road

1.234 1

ANSON Brown Creek Trib 65.3

At the confluence with Brown Creek Trib 65

Approximately 0.582 mile upstream of confluence with Brown Creek Trib 65

0.582 0

ANSON Brown Creek Trib 65.4

At the confluence with Brown Creek Trib 65

Approximately 0.615 mile upstream of confluence with Brown Creek Trib 65

0.615 0

ANSON; TOWN OF WADESBORO

Brush Fork At the confluence with Bailey Creek

Approximately 50 feet downstream of Park Road 3.4 8

ANSON Brush Fork Trib 2 At the confluence with Brush Fork

Approximately 350 feet downstream of US-52 0.599 2

ANSON; TOWN OF WADESBORO

Brush Fork Trib 3 At the confluence with Brush Fork

Approximately 1,700 feet upstream of Ashville-Wilmington Hwy

0.377 5

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Buffalo Creek (into Dula Thoroughfare)

At the confluence with Dula Thoroughfare

Approximately 680 feet upstream of US-52 3.298 4

ANSON Buffalo Creek (into Pee Dee River)

At the confluence with Pee Dee River

Approximately 780 feet downstream of SR#1744 2.113 0

ANSON Cabbage Branch At the confluence with Brown Creek

Approximately 1 mile upstream of the confluence with Brown Creek

1 1

ANSON Cabin Branch At the confluence with Brown Creek

Approximately 400 feet upstream of Jacks Branch Road

1.3 1

ANSON Camp Branch At the confluence with Rocky River

Approximately 1,050 feet upstream of US-52 2.228 2

ANSON; TOWN OF ANSONVILLE

Canal Branch At the confluence with Permetter Branch At Threadgill Street 2.1 4

ANSON Canebreak Branch At the confluence with Lanes Creek At SR#1435 0.38 1

ANSON Cedar Creek At the confluence with Pee Dee River

Approximately 0.890 mile upstream of SR#1711 9.328 7

ANSON Cedar Creek Trib 1 At the confluence with Cedar Creek

Approximately 0.655 mile upstream of confluence with Cedar Creek

0.655 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Cedar Creek Trib 2 At the confluence with Cedar Creek

Approximately 0.502 mile upstream of confluence with Cedar Creek

0.502 0

ANSON Cedar Creek Trib 4 At the confluence with Cedar Creek

Approximately 0.831 mile upstream of confluence with Cedar Creek

0.831 0

ANSON Cedar Creek Trib 6 At the confluence with Cedar Creek

Approximately 0.514 mile upstream of confluence with Cedar Creek

0.514 0

ANSON Cedar Creek Trib 9 At the confluence with Cedar Creek

Approximately 0.700 mile upstream of SR#1711 0.906 0

ANSON Cranes Branch At the confluence with Brown Creek

Approximately 0.587 mile upstream of SR#1429 1.168 1

ANSON Cribs Creek At the confluence with Rocky River

Approximately 0.7 mile upstream of NC-742 6.8 7

ANSON Culpepper Creek At the confluence with Goulds Fork

Approximately 1.155 miles upstream of SR#1207 1.336 9

ANSON Deadfall Creek At the North Carolina/South Carolina State boundary

Approximately 1,200 feet downstream of Lone Pine Church Road

5.842 0

ANSON Derita Creek At the confluence with Brush Fork

Approximately 880 feet downstream of Stanback Ferry Road

1.544 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Dula Thoroughfare At the confluence with Pee Dee River

Approximately 0.472 mile upstream of confluence with Pee Dee River

0.472 0

ANSON Flat Fork At the confluence with Brown Creek

Approximately 3.030 miles upstream of Pleasant Grove Church Road

5.359 2

ANSON Flat Fork Trib 1 At the confluence with Flat Fork At the confluence of Flat Fork Trib 1.1 0.015 0

ANSON Flat Fork Trib 1.1 At the confluence with Flat Fork Trib 1

Approximately 0.6 mile upstream of the confluence with Flat Fork Trib 1

0.6 0

ANSON Flat Fork Trib 1.2 At the confluence with Flat Fork Trib 1

Approximately 0.8 mile upstream of the confluence with Flat Fork Trib 1

0.8 0

ANSON Flat Fork Trib 2 At the confluence with Flat Fork Approximately 1.4 miles upstream of the confluence with Flat Fork

1.4 0

ANSON Flat Fork Trib 3 At the confluence with Flat Fork Approximately 1.2 miles upstream of the confluence with Flat Fork

1.2 0

ANSON Flat Fork Trib 4 At the confluence with Flat Fork Approximately 1.727 miles upstream of confluence with Flat Fork

1.727 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Goulds Fork At the confluence with Brown Creek

Approximately 0.739 mile upstream of White Store Road 10.555 8

ANSON Goulds Fork Trib 4 At the confluence with Goulds Fork

Approximately 0.568 mile downstream of NC-742 1.353 0

ANSON Goulds Fork Trib 10 At the confluence with Goulds Fork

Approximately 0.511 mile upstream of SR#1207 1.288 3

ANSON Grindstone Branch At the confluence with Goulds Fork

Approximately 1.250 miles upstream of US-52 2.854 1

ANSON Grindstone Branch Trib 1

At the confluence with Grindstone Branch

Approximately 0.2 mile upstream of U.S. 52 1.1 1

ANSON Grindstone Branch Trib 2

At the confluence with Grindstone Branch

Approximately 1,800 feet upstream of Airport Road 1.337 4

ANSON Hale Creek At the confluence with Jones Creek

Approximately 0.417 mile downstream of Knotts Road 2.886 2

ANSON Hale Creek Trib 2 At the confluence with Hale Creek

Approximately 0.346 mile upstream of confluence with Hale Creek

0.346 0

ANSON Hale Creek Trib 3 At the confluence with Hale Creek

Approximately 0.431 mile upstream of confluence with Hale Creek

0.431 0

ANSON Hurricane Creek At the confluence with Brown Creek

Approximately 1.290 miles upstream of Pleasant Grove Church Road

2.77 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Island Creek At the confluence with Pee Dee River

Approximately 0.909 mile upstream of NC-145 4.649 1

ANSON Island Creek Trib 2 At the confluence with Island Creek

Approximately 0.494 mile upstream of confluence with Island Creek

0.494 0

ANSON Jacks Branch At the confluence with Brown Creek

Approximately 700 feet upstream of SR#1638 2.506 2

ANSON Jenkins Branch At the confluence with Pee Dee River

Approximately 1.315 miles upstream of confluence with Pee Dee River

1.315 1

ANSON Jones Creek At the confluence with Pee Dee River

At the confluence of North Fork Jones/South Fork Jones Creek

12.79 5

ANSON Jones Creek Trib 2 At the confluence with Jones Creek

Approximately 0.78 mile upstream of confluence with Jones Creek

0.78 0

ANSON Kelly Branch At the confluence with Brown Creek

Approximately 0.492 upstream of Lower White Store Road 1.326 1

ANSON Key Branch At the confluence with Big Branch (into Kelly Branch)

Approximately 1.9 miles upstream of the confluence with Big Branch (into Kelly Branch)

1.9 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Lacey Branch At German Hill Road Approximately 1.18 miles upstream of German Hill Road 1.18 1

ANSON Lampley Branch At the confluence with North Fork Jones Creek

Approximately 0.700 mile upstream of Burns Street 3.402 4

ANSON Lampley Branch Trib 3

At the confluence with Lampley Branch

Approximately 780 feet downstream of Camden Road 0.68 1

ANSON Lanes Creek At the Anson/Stanly County boundary

Approximately 2.936 miles upstream of NC-218 18.809 11

ANSON Leggett Branch At the confluence with Little Brown Creek

Approximately 500 feet upstream of Camden Church Road

1.18 1

ANSON Lick Creek At the confluence with Brown Creek

Approximately 1,950 feet upstream of Lowery Road 2.724 2

ANSON Little Brown Creek At the confluence of Leggett Branch

Approximately 350 feet downstream of Whitestore Road

1.436 0

ANSON Little Creek (into Pee Dee River)

At the confluence with Pee Dee River

Approximately 170 feet downstream of SR#1801 2.693 2

ANSON Little Creek (into Rocky River)

At the confluence with Rocky River At SR#1619 1.364 0

ANSON Little Cribs Creek At the confluence with Cribs Creek

Approximately 0.388 miles upstream of confluence with Cribs Creek

0.388 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Maness Branch At the confluence with Blackwell Branch

Approximately 1,050 feet upstream of Old Plank Road 0.681 2

ANSON McCoy Creek At the confluence with Pee Dee River

Approximately 880 feet downstream of SR#1745 2.039 1

ANSON Mill Creek (into Pee Dee River)

At the confluence with Pee Dee River

At the confluence of Mill Creek Trib 21 6.969 5

ANSON Mill Creek Trib 21 Approximately 1.99 miles upstream of Mill Creek

Approximately 1,500 feet upstream of SR#1831 1.471 3

ANSON Mill Creek Trib 21.4 At the confluence with Mill Creek Trib 21

Just downstream of White Oak Extended 0.78 1

ANSON North Fork Jones Creek

At the confluence with Jones Creek

Approximately 1,450 feet upstream of Chesterfield Road 7.248 12

ANSON AND RICHMOND

Pee Dee River (Upstream)

At the confluence with Pee Dee River Trib 14

At the Montgomery/ Richmond County boundary 17.9 2

ANSON Pee Dee River Trib 8 At the confluence with Pee Dee River Just downstream of SR 1703 2.3 2

ANSON Pee Dee River Trib 9 At the confluence with Pee Dee River

Approximately 0.90 mile upstream of the confluence with Pee Dee River

0.9 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Pee Dee River Trib 9.1

At the confluence with Pee Dee River Trib 9

Approximately 1.80 miles upstream of the confluence with Pee Dee River Trib 9

1.8 1

ANSON Pee Dee River Trib 10

At the confluence with Pee Dee River

Approximately 0.60 mile upstream of the confluence with Pee Dee River

0.6 0

ANSON Pee Dee River Trib 13

At the confluence with Pee Dee River

Approximately 1,600 feet downstream of NC-145 0.937 0

ANSON Pee Dee River Trib 15

At the confluence with Pee Dee River

Approximately 0.789 mile upstream of confluence with Pee Dee River

0.789 0

ANSON Permetter Branch At the confluence with Brown Creek

Approximately 750 feet upstream of Hildreth Road 2.186 3

ANSON Pinch Gut Creek Approximately 0.530 mile downstream of US-74

Approximately 1,380 feet downstream of SR#1248 2.547 2

ANSON Pinch Gut Creek Trib 1

At the confluence with Pinch Gut Creek

Approximately 0.789 mile upstream of confluence with Pinch Gut Creek

0.789 0

ANSON Pinch Gut Creek Trib 10

At the confluence with Pinch Gut Creek

Approximately 0.497 mile upstream of confluence with Pinch Gut Creek

0.497 0

ANSON Pressley Creek At the confluence with Pee Dee River

Approximately 1,700 feet upstream of SR 1627 2 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Reeder Branch At the confluence with Pee Dee River

Approximately 1.49 miles upstream of confluence with Pee Dee River

1.49 0

ANSON Reedy Fork At the confluence with Bailey Creek

Approximately 1,500 feet upstream of SR#1730 1.813 4

ANSON Rhoddy Creek At the confluence with Deadfall Creek

Approximately 700 feet downstream of SR#1112 0.749 0

ANSON Richardson Creek At the confluence with Rocky River

At the Anson/Union County boundary 5.91 4

ANSON Rocky River Approximately 830 feet upstream of Pee Dee River

At the Cabarrus/Union/ Stanly County boundary 40.089 8

ANSON Savannah Branch At the North Carolina/South Carolina State boundary

Approximately 0.299 mile upstream of NC/SC State Line 0.299 0

ANSON Savannah Creek At the confluence with Pee Dee River

Approximately 1.420 miles upstream of SR#1742 7.575 8

ANSON Shaw Creek At the confluence with Deadfall Creek

Approximately 1,050 feet downstream of Union Church Road

2.825 1

ANSON Smith Creek At the confluence with Pee Dee River

Approximately 1,300 feet upstream of SR#1744 4.455 2

ANSON South Fork Jones Creek

At the confluence with Jones Creek

Approximately 450 feet upstream of NC-742 7.5 8

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Swans Branch Approximately 570 feet upstream of SR#1250

Approximately 2.09 miles upstream of SR#1250 1.982 8

ANSON Thompson Creek At the North Carolina/South Carolina State boundary

Approximately 1.218 miles upstream of the North Carolina/South Carolina State boundary

1.218 0

ANSON Turkey Top Creek At the confluence with Pee Dee River

Approximately 900 feet downstream of Old Stanback Ferry Road

3.339 1

ANSON Turkey Top Creek Trib 2

At the confluence with Turkey Top Creek

Approximately 1,200 feet upstream of Old Stanback Ferry Road

0.808 1

ANSON Turkey Top Creek Trib 3

At the confluence with Turkey Top Creek

Approximately 1,150 feet upstream of Old Stanback Ferry Road

0.756 1

ANSON Unnamed Tributary to Camp Branch

At the confluence with Camp Branch

Approximately 0.403 mile upstream of confluence with Camp Branch

0.403 0

ANSON Unnamed Tributary to Lanes Creek

At the confluence with Lanes Creek

Approximately 0.506 mile upstream of confluence with Lanes Creek

0.506 0

ANSON Unnamed Tributary to Pressley Creek

At the confluence with Pressley Creek

Approximately 500 feet upstream of SR 1627 0.351 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ANSON Unnamed Tributary 1 to Rocky River

At the confluence with Rocky River

Approximately 0.582 mile upstream of confluence with Rocky River

0.582 1

ANSON Unnamed Tributary 2 to Rocky River

Approximately 550 feet upstream of Rocky River

Approximately 0.625 mile upstream of Rocky River 0.529 0

ANSON Whortleberry Creek At the North Carolina/South Carolina State boundary

Approximately 450 feet upstream of SR#1829 1.503 1

ANSON Wide Mouth Branch At the confluence with Lanes Creek

At the Anson/Union County boundary 0.7 1

CABARRUS COUNTY; CITY OF KANNAPOLIS

Afton Run Just upstream of Dogwood Boulevard

Just upstream of NC-136 (Mooresville Road) 2.2 1

CABARRUS Anderson Creek Approximately 250 feet upstream of Bethel Church Road

Approximately 130 feet upstream of Sam Black Road 1.372 4

CABARRUS Caldwell Creek Trib 7

At the confluence with Caldwell Creek

Approximately 1,900 feet upstream of Pioneer Mill Road 1.407 3

CABARRUS Clear Creek At the Cabarrus/Union County boundary

Approximately 1.648 miles upstream of Ben Black Road 2.753 2

CABARRUS COUNTY; TOWN OF HARRISBURG

Coddle Creek Trib 2 At the confluence with Coddle Creek

Approximately 1,750 feet upstream of Rocky River Road 0.648 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

CABARRUS Coddle Creek Trib 2.2

At the confluence with Coddle Creek Trib 2

Approximately 0.392 mile upstream of confluence with Coddle Creek Trib 2

0.392 1

CABARRUS COUNTY; TOWN OF HARRISBURG

Coddle Creek Trib 3 At the confluence with Coddle Creek

Approximately 0.432 mile upstream of confluence with Coddle Creek

0.432 1

CABARRUS Coddle Creek Trib 13

At the confluence with Coddle Creek

Approximately 1.4 miles upstream of Roberta Church Road

1.821 2

CABARRUS COUNTY; CITY OF CONCORD

Cold Water Creek At the confluence with Little Coldwater Creek

Approximately 250 feet upstream of the Old Salisbury – Concord Road

3.7 3

CABARRUS Cold Water Creek Trib 32

Approximately 0.4 mile upstream of Penniger Road

Approximately 0.8 mile upstream of Penniger Road 0.416 3

CABARRUS COUNTY; CITY OF KANNAPOLIS

Cold Water Creek Trib 38

At the confluence with Cold Water Creek

Just downstream of Interstate 85 1.3 2

CITY OF KANNAPOLIS

Cold Water Creek Trib 44.4

At the confluence with Cold Water Creek Trib 44

Approximately 80 feet upstream of North Rose Avenue

2.6 8

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

CITY OF KANNAPOLIS

Cold Water Creek Trib 44.6

At the confluence with Cold Water Creek Trib 44

Approximately 0.433 mile upstream of confluence with Cold Water Creek Trib 44

0.433 2

CABARRUS Dutch Buffalo Creek Approximately 100 feet upstream of NC-73 (East Franklin Street)

At the Cabarrus/Rowan County boundary 13.076 7

CABARRUS Dutch Buffalo Creek Trib 55

At the confluence with Dutch Buffalo Creek

At the Cabarrus/Rowan County boundary 1.081 1

CABARRUS Horton Branch Approximately 80 feet downstream of Bethel Church Road

Approximately 0.536 mile upstream of Sam Black Road 1.293 2

CITY OF CONCORD

Irish Buffalo Creek Trib 28

At the confluence with Irish Buffalo Creek

Approximately 1,500 feet upstream of Winecoff Avenue 1.1 3

CITY OF CONCORD; CITY OF KANNAPOLIS

Irish Buffalo Creek Trib 37

At the confluence with Irish Buffalo Creek

Approximately 0.4 mile upstream of SR 1778 (Orphanage Road)

1 3

CITY OF KANNAPOLIS

Irish Buffalo Creek Trib 42

Approximately 200 feet upstream of Rogers Lake Road

Just downstream of SR 1745 (Richard Avenue) 0.4 2

CABARRUS COUNTY; CITY OF KANNAPOLIS

Irish Buffalo Creek Trib 51

At the confluence with Irish Buffalo Creek

Approximately 0.788 mile upstream of Mooresville Road 2.085 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

CABARRUS Lick Branch At the confluence with Dutch Buffalo Creek At Sapp Road 2.278 2

CABARRUS Little Buffalo Creek At the confluence with Dutch Buffalo Creek

Approximately 0.6 mile downstream of Sansberry Road

4.209 2

CABARRUS Little Cold Water Creek Trib 2

At the confluence with Little Cold Water Creek

Approximately 0.587 mile upstream of SR#2529 1.017 3

CABARRUS Little Cold Water Creek Trib 12

At the confluence with Little Cold Water Creek

Approximately 0.663 mile upstream of Gold Hill Road 0.767 1

CABARRUS Little Meadow Creek At the confluence with Reed Mine Road At County Line Road 4.732 1

CABARRUS COUNTY; TOWN OF HARRISBURG

Mallard Creek Trib 3 At the confluence with Mallard Creek

Approximately 0.870 mile upstream of confluence with Mallard Creek

0.87 0

CABARRUS COUNTY; TOWN OF HARRISBURG

Mallard Creek Trib 3.1

At the confluence with Mallard Creek Trib 3

Approximately 0.961 mile upstream of confluence with Mallard Creek Trib 3

0.961 0

CABARRUS Meadow Creek At the confluence with Rocky River

Approximately 0.8 mile upstream of SR 1100 (Reed Mine Road)

1.48 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

CABARRUS Mill Creek At the confluence with Coddle Creek

Approximately 500 feet upstream of Tuckaseegee Road

4.573 3

CABARRUS Muddy Creek Approximately 1 mile upstream of the confluence with Rocky River

Approximately 0.6 mile upstream of US-601 1.69 4

CABARRUS Muddy Creek Trib 10 (Muddy Creek)

At the confluence with Muddy Creek At SR 24 & 27 1.53 3

CABARRUS Park Creek Approximately 250 feet downstream of SR 1614 (Alexander Road)

At the Cabarrus/Rowan County boundary 1.3 2

CABARRUS Ridenhour Branch At the confluence with Little Cold Water Creek

Approximately 1.23 miles upstream of Twinfield Drive 1.6 3

CABARRUS Ridenhour Branch Tributary

At the confluence with Ridenhour Branch

Approximately 1.3 miles upstream of the confluence with Ridenhour Branch

1.3 2

CABARRUS Rocky River Trib 7 At the confluence with Rocky River

Approximately 0.5 mile upstream of the confluence with Rocky River

0.5 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

CABARRUS Rocky River Trib 26 Approximately 200 feet upstream of Mount Pleasant Road South

Approximately 830 feet upstream of NC-200 0.254 1

CABARRUS Rocky River Trib 29 At the confluence with Rocky River

Approximately 1 mile upstream of NC-200 1.189 1

CABARRUS Rocky River Trib 42 At the confluence with Rocky River

Approximately 1,500 feet upstream of Falcon Drive 1.224 2

TOWN OF HARRISBURG Rocky River Trib 59 At the confluence with Rocky

River

Approximately 0.6 mile upstream of the confluence with Rocky River

0.6 1

CITY OF KANNAPOLIS Threemile Branch Just downstream of Dakota

Avenue Approximately 550 feet upstream of Plymouth Avenue 1.353 5

CITY OF CONCORD

Threemile Branch Trib 6

At the confluence with Threemile Branch

Approximately 130 feet upstream of Gratton Drive NE 0.546 4

CABARRUS Ut At the confluence with Little Cold Water Creek Trib 2

Approximately 1.937 miles upstream of confluence with Little Cold Water Creek Trib 2

1.937 2

CABARRUS Wolf Meadow Branch

At the confluence with Coddle Creek

Approximately 0.417 mile upstream of Stough Road 0.633 1

CALDWELL Beaver Creek At the confluence with Beaver Creek

Approximately 1.378 miles upstream of confluence with Beaver Creek

1.378 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

CALDWELL Blue Creek At the confluence with Kings Creek

Approximately 0.473 mile upstream of SR#1576 3.15 2

CALDWELL Buffalo Creek At the confluence with Yadkin River

At the Caldwell/Watauga County boundary 12.061 15

CALDWELL Dennis Creek At the confluence with Yadkin River

Approximately 0.928 mile downstream of Caldwell/Watauga County boundary

1.129 3

CALDWELL Elk Branch At the confluence with Joes Creek

At the Caldwell/Wilkes County boundary 0.993 3

CALDWELL Field Branch At the confluence with Buffalo Creek

Approximately 1.336 miles upstream of confluence with Buffalo Creek

1.336 5

CALDWELL Green Rock Branch At the confluence with Buffalo Creek

Approximately 1.285 miles upstream of confluence with Buffalo Creek

1.285 1

CALDWELL Jackson Camp Creek At the confluence with Yadkin River

Approximately 1.13 miles upstream of confluence with Yadkin River

1.13 2

CALDWELL Jesse Fork At the confluence with Buffalo Creek

Approximately 0.966 mile upstream of Wallace Coffey Place

2.445 6

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

CALDWELL Joes Creek At the confluence with Buffalo Creek

At the Caldwell/Watauga County boundary 3.249 4

CALDWELL Kings Creek At the confluence with Yadkin River

Approximately 1.591 miles upstream of Wilkesboro Blvd 7.146 7

CALDWELL Kirby Creek At the confluence with Preston Creek

Just upstream of Kirby Mountain Road (SR 1370) 0.992 3

CALDWELL Laytown Creek At the confluence with Yadkin River

Approximately 0.795 mile upstream of Green Hollow Place

3.264 3

CALDWELL Little Kings Creek At the confluence with Kings Creek

Approximately 850 feet upstream of Zacks Fork Road 6.047 1

CALDWELL Mill Creek At the confluence with Yadkin River

Approximately 1,170 feet upstream of Mud Puddle Lane 1.06 2

CALDWELL Ooten Creek At the confluence with Yadkin River

Approximately 0.538 mile upstream of confluence with Yadkin River

0.538 1

CALDWELL Preston Creek At the confluence with Yadkin River

At the confluence of Puncheon Camp Creek 1.743 1

CALDWELL Rockhouse Creek At the confluence with Buffalo Creek

At the Caldwell/Watauga County boundary 1.264 0

CALDWELL Warrior Creek At the confluence with Yadkin River

Approximately 80 feet upstream of Warrior Road 1.045 5

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

CALDWELL Yadkin River Approximately 150 feet upstream of Whisnant Road (SR 1517)

Approximately 600 feet downstream of the Caldwell/ Watauga County boundary

13.53 15

CALDWELL Yadkin River Approximately 150 feet upstream of NC-268

At the Caldwell/Wilkes County boundary 8.965 2

CALDWELL Yadkin River Trib 33 At the confluence with Yadkin River

Approximately 1,440 feet downstream of Laytown Road 1.309 1

DAVIDSON Abbotts Creek At the confluence with Buddle Branch

Approximately 1.591 miles upstream of NC-47 8.458 2

DAVIDSON Alls Fork At the Davidson/Montgomery County boundary

Approximately 530 feet upstream of Badin Lake Road 0.64 1

DAVIDSON Beaverdam Creek At the Davidson/Montgomery County boundary

Approximately 1,030 feet upstream of Badin Lake Road 0.668 1

DAVIDSON Brier Creek At the Davidson/Randolph County boundary

Approximately 500 feet upstream of Noahtown Road 0.935 1

DAVIDSON Brier Creek Trib 9 At the confluence with Brier Creek

Approximately 1.752 miles upstream of the confluence with Brier Creek

1.752 0

DAVIDSON Brier Creek Trib 9.2 Approximately 0.8 mile downstream of NC-109

Approximately 1.1 miles upstream of NC-109 1.9 2

DAVIDSON Brier Creek Trib 9.2.4

Approximately 1.1 miles upstream of NC-109

Approximately 1,150 feet upstream of SR 2104 (Cunningham Road)

1.3 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIDSON Brier Creek Trib 9.2.4.4

Approximately 1,150 feet upstream of SR 2104 (Cunningham Road)

Approximately 300 feet upstream of the railroad 1.2 1

DAVIDSON Brier Creek Trib 10 At the confluence with Brier Creek At Denton Road 3.307 5

DAVIDSON Brushy Fork At the confluence with Abbotts Creek

At the Davidson/Forsyth County boundary 11.096 5

DAVIDSON Brushy Fork Trib 12 At the confluence with Brushy Fork

Approximately 0.92 mile upstream of confluence with Brushy Fork

0.92 1

DAVIDSON Buck Branch At the confluence with Brushy Fork At Hunter Road 1.25 3

DAVIDSON Buck Branch Trib 8 At the confluence with Buck Branch

Approximately 0.554 mile upstream of confluence with Buck Branch

0.554 0

DAVIDSON Buddle Branch At the confluence with Yadkin River

Approximately 0.739 mile upstream of Silver Hill Road 7.738 4

DAVIDSON Cabin Creek At the confluence with Yadkin River

Approximately 1,800 feet upstream of NC-49 11.029 9

DAVIDSON Cain Creek At the confluence with Leonard Creek

Approximately 1,500 feet downstream of US-52 1.053 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIDSON Cain Creek Approximately 0.9 mile upstream of the confluence with Leonard Creek

Approximately 1.1 miles upstream of the confluence with Leonard Creek

0.2 0

DAVIDSON Cool Branch At the confluence with Brushy Fork At Friendship-Ledford Road 3.096 4

DAVIDSON Dunkers Creek At the confluence with Dykers Creek

Approximately 80 feet upstream of Marshall Byerly Road

1.146 2

DAVIDSON Dykers Creek At the confluence with Yadkin River

Approximately 0.417 mile upstream of Wood Heirs Drive 3.005 4

DAVIDSON Dykers Creek Trib 7 At the confluence with Dykers Creek At US-64 0.867 2

DAVIDSON Dykers Creek Trib 9 At the confluence with Dykers Creek

Approximately 0.699 mile upstream of US-64 0.894 2

DAVIDSON Dykers Creek Trib 9.1

At the confluence with Dykers Creek Trib 9

Approximately 0.38 mile upstream of confluence with Dykers Creek Trib 9

0.38 0

DAVIDSON Ellis Creek At the confluence with Yadkin River At Mose Glover Road 3.973 4

DAVIDSON Ellis Creek Trib 5 At the confluence with Ellis Creek

Approximately 1,290 feet downstream of Newsom Road 0.985 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIDSON Farabee Creek At the confluence with Yadkin River

Approximately 1.098 miles upstream of Henry Lomax Road

2.062 2

DAVIDSON Flat Swamp Creek At the confluence with Yadkin River

Approximately 0.506 mile upstream of Three Hat Mountain Lane

17.589 12

DAVIDSON Fourmile Branch At the confluence with Flat Swamp Creek At SR#2205 9.018 7

DAVIDSON Gobble Creek At the confluence with Yadkin River

Approximately 1,770 feet upstream of Andrew Sink Road 2.597 3

DAVIDSON Gobble Creek Trib 1 At the confluence with Gobble Creek

Approximately 0.508 miles upstream of confluence with Gobble Creek

0.508 1

CITY OF THOMASVILLE Hamby Creek Trib 2 Approximately 0.2 mile

downstream of NC-109

Approximately 0.2 mile upstream of SR 2055 (Liberty Drive)

0.600 4

DAVIDSON COUNTY; CITY OF THOMASVILLE

Hamby Creek Trib 4 At the confluence with Hamby Creek

Approximately 1,600 feet upstream of Liberty Drive 1.363 6

DAVIDSON Hamby Creek Trib 5 At the confluence with Hamby Creek At Cedar Lodge Road 0.897 5

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIDSON COUNTY; CITY OF THOMASVILLE

Hamby Creek Trib 6 At the confluence with Hamby Creek

Approximately 650 feet upstream of Fisher Ferry Road 0.993 5

CITY OF THOMASVILLE Hanks Branch Approximately 100 feet

upstream of Salem Street At Cox Avenue 1.100 4

DAVIDSON Hartley Creek At the confluence with Mill Creek Approximately 0.953 mile upstream of Tyro School Road 1.696 2

DAVIDSON Huffmans Creek At the confluence with Reedy Creek

Approximately 100 feet upstream of Welcome-Arcadia Road

2.713 3

DAVIDSON Huffmans Creek Trib 4

At the confluence with Huffmans Creek At Enterprise Road 0.636 0

DAVIDSON Hunts Fork Trib 11 At Payne Road Approximately 350 feet upstream of Highpoint-Thomasville Road

1.166 4

DAVIDSON Indian Grave Creek Approximately 100 feet upstream of Happy Hill Road

Approximately 1.799 miles upstream of Happy Hill Road 1.799 0

DAVIDSON Kennedy Mill Creek At the confluence with Rich Fork At the Davidson/Guilford County boundary 4.408 4

DAVIDSON; CITY OF THOMASVILLE

Kennedy Mill Creek Trib 3

At the confluence with Kennedy Mill Creek

At the Davidson/Guilford County boundary 1.372 2

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-28

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIDSON Lick Creek At the confluence with Yadkin River At Cid Road 15.674 12

DAVIDSON Little Brushy Fork At the confluence with Brushy Fork

Approximately 1.761 miles upstream of Tom Livengood Road

3.230 2

DAVIDSON Little Brushy Fork Trib 4

At the confluence with Little Brushy Fork

Approximately 1.014 miles upstream of confluence with Little Brushy Fork

1.014 1

DAVIDSON Little Brushy Fork Trib 4.1

At the confluence with Little Brushy Fork Trib 4

Approximately 0.820 mile upstream of confluence with Little Brushy Fork Trib 4

0.820 0

DAVIDSON Little Uwharrie River At the Davidson/Randolph County boundary

Approximately 0.651 mile upstream of Davidson/ Randolph County boundary

0.651 0

DAVIDSON Little Uwharrie River Trib 1

At the Davidson/Randolph County boundary

Approximately 650 feet downstream of Underwood Drive

0.905 1

DAVIDSON Long Branch At the confluence with Brushy Fork

Approximately 1,050 feet downstream of Friendship-Ledford Road

1.000 1

DAVIDSON Mill Creek At the confluence with Yadkin River

Approximately 1.00 mile upstream of Tyro School Road 3.758 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIDSON Muddy Creek At the confluence with Yadkin River

At the Davidson/Forsyth County boundary 5.468 2

DAVIDSON COUNTY; CITY OF THOMASVILLE

North Hamby Creek Approximately 1,750 feet upstream of SR#2055

Approximately 0.642 mile upstream of SR#2055 0.311 0

DAVIDSON North Potts Creek At the confluence with Yadkin River

Approximately 1,025 feet downstream of Belmont Road 2.612 0

DAVIDSON Oil Mill Branch At the confluence with Brushy Fork

Approximately 250 feet upstream of SR#1805 0.804 1

DAVIDSON Pounder Fork Trib 4 At I-85 Approximately 0.871 mile upstream of SR#2227 0.979 3

DAVIDSON Pounder Fork Trib 4.4

At the confluence with Pounder Fork Trib 4

Approximately 30 feet downstream of SR 2226 (Robert Beck Road)

0.572 0

DAVIDSON Pounder Fork Trib 4.5

At the confluence with Pounder Fork Trib 4 At Smith Farm Road 1.679 3

DAVIDSON Pounder Fork Trib 14

At the confluence with Pounder Fork

At the confluence of Pounder Creek Tributary 14.2 0.885 1

DAVIDSON Pounder Fork Trib 14.2

At the confluence with Pounder Fork Trib 14 At John Young Road 0.531 2

DAVIDSON Reedy Creek At the confluence with Yadkin River At George Hege Road 8.011 8

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIDSON Rich Fork Trib 4 At the confluence with Rich Fork Approximately 0.450 mile upstream of confluence with Rich Fork

0.450 0

DAVIDSON Rich Fork Trib 4.1 At the confluence with Rich Fork Trib 4

At the Davidson/Guilford County boundary 0.380 0

DAVIDSON South Fork Muddy Creek

At the confluence with Muddy Creek

At the Davidson/Forsyth County boundary 0.465 0

DAVIDSON South Potts Creek Approximately 1,600 feet upstream of Swicegood Road

Approximately 0.852 mile upstream of Gene Hege Road 2.172 1

DAVIDSON South Potts Creek At the confluence with North Potts Creek

Approximately 0.640 mile downstream of I-85 2.142 2

DAVIDSON South Potts Creek Trib 3

At the confluence with South Potts Creek

Approximately 0.200 mile upstream of Gene Hedge Road 0.600 2

DAVIDSON Spurgeon Creek Approximately 20 feet upstream of Sells Farm Road

At the Davidson/Forsyth County boundary 0.040 0

DAVIDSON Spurgeon Creek Trib 4

At the confluence with Spurgeon Creek

Approximately 1,590 feet upstream of SR#3049 0.393 1

DAVIDSON Spurgeon Creek Trib 11

At the confluence with Spurgeon Creek At Willie Bodenheimer Road 0.751 1

DAVIDSON Swan Creek At the confluence with Farabee Creek

Approximately 0.540 mile upstream of Boones Cave Road

0.935 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIDSON Swearing Creek At the confluence with Yadkin River At Jersey Church Road 4.751 1

DAVIDSON Swearing Creek Approximately 100 feet upstream of Will Lanier Road

Approximately 1.149 miles upstream of Will Lanier Road 1.149 0

DAVIDSON Swearing Creek Trib 4

At the confluence with Swearing Creek

Approximately 1,280 feet upstream of Jim Bell Road 1.343 3

DAVIDSON Tar Creek At the confluence with Swearing Creek

Approximately 1.089 miles upstream of confluence with Swearing Creek

1.089 1

DAVIDSON Unnamed Tributary 2 to Little Uwharrie River

At the Davidson/Randolph County boundary

Approximately 0.565 mile upstream of Davidson/ Randolph County boundary

0.565 0

DAVIDSON Welcome Creek At the confluence with Swearing Creek

Approximately 80 feet upstream of SR 1592 (Homer Road)

1.609 3

DAVIDSON Yadkin River At the Davie/Rowan County boundary

At the Davidson/Forsyth County boundary 30.721 1

DAVIDSON Yadkin River Trib 3 At the confluence with Yadkin River

Approximately 0.986 mile upstream of confluence with Yadkin River

0.986 0

DAVIE Baxter Creek At the confluence with Bear Creek

Approximately 0.917 mile upstream of confluence with Bear Creek

0.917 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE COUNTY; TOWN OF MOCKSVILLE

Bear Creek At the confluence with South Yadkin River

Approximately 185 feet downstream of SR 1313 (Duke Whitaker Road)

16.151 11

DAVIE Bear Creek Trib 12 At the confluence with Bear Creek At Ralph Ratledge Road 0.339 1

DAVIE COUNTY; TOWN OF MOCKSVILLE

Bear Creek Trib 27 At the confluence with Bear Creek

Approximately 0.500 mile upstream of the confluence with Bear Creek

0.500 2

DAVIE Bear Creek Trib 32 At the confluence with Bear Creek

Approximately 140 feet upstream of Wilkesboro Street 0.693 1

DAVIE COUNTY; TOWN OF MOCKSVILLE

Bear Creek Trib 34 At the confluence with Bear Creek

Approximately 750 feet upstream of US-64 & 601 1.127 1

DAVIE COUNTY; TOWN OF MOCKSVILLE

Bear Creek Trib 34.2 At the confluence with Bear Creek Trib 34

Approximately 0.462 mile upstream of confluence with Bear Creek Trib 34

0.462 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE COUNTY; TOWN OF MOCKSVILLE

Bear Creek Trib 36 At the confluence with Bear Creek

Approximately 620 feet upstream of South Davie Drive 1.096 2

DAVIE COUNTY; TOWN OF MOCKSVILLE

Bear Creek Trib 39 At the confluence with Bear Creek

Approximately 0.500 mile upstream of the confluence with Bear Creek

0.005 0

DAVIE Beaver Creek At the confluence with Hunting Creek At Castle Lane 1.825 2

DAVIE Beaver Creek Trib 11

At the confluence with Beaver Creek

Approximately 0.500 mile upstream of the confluence with Beaver Creek

0.500 1

DAVIE Becks Spring Branch At the confluence with Dutchman Creek

Approximately 1,080 feet downstream of Richie Road 0.918 2

DAVIE Bryant Branch At the confluence with Dutchman Creek At Lutz Lane 1.940 2

DAVIE Buffalo Creek At the confluence with Dutchman Creek

Approximately 330 feet downstream of Howardtown Road

2.214 1

DAVIE Cain Mill Branch At the confluence with Steelman Creek

At the Yadkin/Davie County boundary 0.743 0

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-34

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE Cedar Creek At the confluence with Dutchman Creek

Approximately 1,550 feet downstream of Bonkin Lake Road

12.730 7

DAVIE Chinquapin Creek At the confluence with Dutchman Creek

Approximately 680 feet downstream of Four Corners Road

2.200 3

DAVIE Cody Creek At the confluence with Yadkin River

Approximately 0.511 mile upstream of NC-801 3.058 2

DAVIE Cub Creek At the confluence with Cedar Creek

Approximately 790 feet downstream of Dulin Road 0.885 0

DAVIE Dry Branch At the confluence with Dutchman Creek

Approximately 1,625 feet downstream of Yadkin/ Davie County boundary

1.973 1

DAVIE Dutchman Creek At the Davie/Davidson County boundary

Approximately 1,500 feet upstream of Amber Hill Road 30.045 14

DAVIE Dutchman Creek Trib 3

At the confluence with Dutchman Creek

Approximately 720 feet upstream of Woodward Road 1.073 4

DAVIE Dutchman Creek Trib 5

At the confluence with Dutchman Creek

At the Iredell/Davie County boundary 1.194 0

DAVIE Dutchman Creek Trib 8

At the confluence with Dutchman Creek

Approximately 0.896 mile upstream of SR 1321 (Ben Anderson Road)

0.896 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE Dutchman Creek Trib 8.3

At the confluence with Dutchman Creek Trib 8

Approximately 0.188 mile upstream of the confluence with Dutchman Creek Trib 8

0.188 0

DAVIE Dutchman Creek Trib 32

At the confluence with Dutchman Creek

Approximately 500 feet upstream of SR 1407 (Woodward Road)

1.1 4

DAVIE Dutchman Creek Trib 54

At the confluence with Dutchman Creek

Approximately 0.659 mile downstream of Piper Lane 1.28 1

DAVIE Dutchman Creek Trib 65

At the confluence with Dutchman Creek

Approximately 0.455 mile upstream of NC-801 1.38 2

DAVIE Dutchman Creek Trib 66

At the confluence with Dutchman Creek

Approximately 220 feet upstream of Riverview Road 1.916 3

DAVIE COUNTY; TOWN OF MOCKSVILLE

Elisha Creek At the confluence with Dutchman Creek

Approximately 0.555 mile downstream of I-40 4.529 3

DAVIE Elisha Creek Trib 2 At the confluence with Elisha Creek

Approximately 700 feet downstream of Koontz Road 0.734 0

DAVIE Ellsworth Creek At the confluence with Dutchman Creek

Approximately 1.117 miles upstream of Williams Road 3.368 2

DAVIE Frost Mill Creek At the confluence with Dutchman Creek

Approximately 1,890 feet upstream of Cana Road 3.267 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE Fulton Creek At the confluence with Yadkin River

Approximately 1,050 feet upstream of Markland Road 3.639 3

DAVIE Greasy Creek At the confluence with Dutchman Creek

Approximately 0.455 mile downstream of US-601 2.557 2

DAVIE Hauser Creek At the confluence with Yadkin River

Approximately 0.466 mile upstream of Spillman Road 1.854 1

DAVIE Howard Branch At the confluence with Dutchman Creek

Approximately 1,770 feet downstream of Liberty Church Road

1.519 1

DAVIE Hunting Creek At the confluence with South Yadkin River

At the Davie/Iredell County boundary 16.729 7

DAVIE Hunting Creek Trib 3 At the confluence with Hunting Creek

Approximately 0.5 mile upstream of the confluence with Hunting Creek

0.5 0

DAVIE Hunting Creek Trib 5 At the confluence with Hunting Creek

Approximately 0.601 mile upstream of confluence with Hunting Creek

0.601 0

DAVIE Hunting Creek Trib 8 At the confluence with Hunting Creek

Approximately 1,800 feet upstream of County Line Road 1.624 1

DAVIE Hunting Creek Trib 11

At the confluence with Hunting Creek

Approximately 0.7 mile upstream of the confluence with Hunting Creek

0.7 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE Hunting Creek Trib 11.2

At the confluence with Hunting Creek Trib 11

Approximately 0.6 mile upstream of the confluence with Hunting Creek Trib 11

0.6 0

DAVIE Hunting Creek Trib 14

At the confluence with Hunting Creek

Approximately 0.7 mile upstream of the confluence with Hunting Creek

0.7 1

DAVIE Hunting Creek Trib 15

At the confluence with Hunting Creek

Approximately 120 feet downstream of Godbey Road 0.896 2

DAVIE Hunting Creek Trib 15.1

At the confluence with Hunting Creek Trib 15

Approximately 900 feet upstream of I-40 0.589 2

DAVIE Hunting Creek Trib 18

At the confluence with Hunting Creek

Approximately 0.6 mile upstream of the confluence with Hunting Creek

0.6 0

DAVIE Hunting Creek Trib 20

At the confluence with Hunting Creek

Approximately 0.8 mile upstream of the confluence with Hunting Creek

0.8 0

DAVIE Hunting Creek Trib 22

At the confluence with Hunting Creek

Approximately 0.5 mile upstream of the confluence with Hunting Creek

0.5 0

DAVIE Hunting Creek Trib 27

At the confluence with Hunting Creek

Approximately 0.6 mile upstream of the confluence with Hunting Creek

0.6 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE Leonard Creek At the confluence with Dutchman Creek

Approximately 1.799 miles upstream of US-64 2.643 1

DAVIE COUNTY; TOWN OF MOCKSVILLE

Leonard Creek Trib 3

At the confluence with Leonard Creek

Approximately 1.015 miles upstream of Lexington Road 2.047 2

DAVIE COUNTY; TOWN OF MOCKSVILLE

Leonard Creek Trib 3.1

At the confluence with Leonard Creek Trib 3.1.1

Approximately 0.891 mile upstream of confluence with Leonard Creek Trib 3.1.1

0.891 1

DAVIE COUNTY; TOWN OF MOCKSVILLE

Leonard Creek Trib 3.1.1

At the confluence with Leonard Creek Trib 3.1

Approximately 0.4 mile upstream of confluence with Leonard Creek Trib 3.1

0.4 0

TOWN OF MOCKSVILLE

Leonard Creek Trib 3.1.2

At the confluence with Leonard Creek Trib 3.1

Approximately 0.438 mile upstream of confluence with Leonard Creek Trib 3.1

0.438 0

TOWN OF MOCKSVILLE

Leonard Creek Trib 3.1.3

At the confluence with Leonard Creek Trib 3.1

Approximately 690 feet downstream of Forrest Lane 0.322 0

TOWN OF MOCKSVILLE

Leonard Creek Trib 3.2

At the confluence with Leonard Creek Trib 3 At Hemlock Street 0.453 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE Little Bear Creek At the confluence with Bear Creek

Approximately 1,300 feet downstream of Blackwelder Road

2.159 1

DAVIE Little Creek At the confluence with South Yadkin River

At the Davie/Iredell County boundary 5.844 5

DAVIE Little Creek Trib 4 At the confluence with Little Creek

Approximately 440 feet upstream of SR#1157 0.369 3

DAVIE COUNTY; TOWN OF MOCKSVILLE

Nelson Creek At the confluence with Elisha Creek

Approximately 1,580 feet downstream of SR#1500 1.658 1

TOWN OF MOCKSVILLE Nelson Creek Trib 2 At the confluence with Nelson

Creek

Approximately 0.4 mile upstream of the confluence with Nelson Creek

0.4 1

DAVIE No Creek At the confluence with Dutchman Creek

Approximately 0.398 mile upstream of US-64 2.508 2

DAVIE Noland Creek At the confluence with Dutchman Creek

Approximately 1,660 feet downstream of Oak Grove Church Road

0.612 0

DAVIE Noland Creek Trib 2 At the confluence with Noland Creek

Approximately 1,775 feet downstream of US-158 0.4 0

DAVIE Peeler Creek At the confluence with Cody Creek

Approximately 0.506 mile upstream of Will Boone Road 2.578 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE Peoples Creek At the confluence with Yadkin River

Approximately 2.008 miles upstream of Peoples Creek Road

2.954 1

DAVIE Reedy Creek At the confluence with Yadkin River

Approximately 630 feet downstream of Cherry Hill Road

1.612 1

DAVIE Sheek Creek At the confluence with Yadkin River

Approximately 1.072 miles upstream of Yadkin Valley Road

1.753 3

DAVIE South Yadkin River Trib 1

At the confluence with South Yadkin River

Approximately 0.5 mile upstream of the confluence with South Yadkin River

0.5 0

DAVIE South Yadkin River Trib 2

At the confluence with South Yadkin River

Approximately 0.5 mile upstream of the confluence with South Yadkin River

0.5 0

DAVIE South Yadkin River Trib 4

At the confluence with South Yadkin River

Approximately 0.6 mile upstream of the confluence with South Yadkin River

0.6 0

DAVIE South Yadkin River Trib 17

At the confluence with South Yadkin River

Approximately 1.2 miles upstream of the confluence with South Yadkin River

1.2 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE South Yadkin River Trib 17.1

At the confluence with South Yadkin River Trib 17

Approximately 0.7 mile upstream of the confluence with South Yadkin River Trib 17

0.7 0

DAVIE South Yadkin River Trib 18

At the confluence with South Yadkin River

Approximately 0.6 mile upstream of the confluence with South Yadkin River

0.6

DAVIE South Yadkin River Trib 20

At the confluence with South Yadkin River

Approximately 0.7 mile upstream of the confluence with South Yadkin River

0.7 0

DAVIE Steelman Creek At the confluence with Dutchman Creek

At the Yadkin/Davie County boundary 2.07 1

DAVIE Sugar Creek At the confluence with Cedar Creek At Bobbit Road 4.287 3

DAVIE Yadkin River At the confluence with Yadkin River

Approximately 1,000 feet upstream of Davie/Rowan County boundary

0.212 0

DAVIE Yadkin River Trib 11 At the confluence with Yadkin River

Approximately 850 feet upstream of Riverbend Drive 1.339 4

DAVIE Yadkin River Trib 30 At the confluence with Yadkin River

Approximately 340 feet upstream of Todd Road 0.815 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

DAVIE Yadkin River Trib 53 At the confluence with Yadkin River

Approximately 0.9 mile upstream of the confluence with Yadkin River

0.9 0

TOWN OF KERNERSVILLE Abbotts Creek Approximately 150 feet

downstream of Shields Road Approximately 170 feet upstream of Lindsay Street 1.015 3

FORSYTH Bashavia Creek At the confluence with Yadkin River At Kilmurry Hill Road 3.733 4

FORSYTH Bill Branch Approximately 1,290 feet upstream of Spicewood Drive

Approximately 970 feet downstream of Yadkinville Road

0.425 0

FORSYTH Blacks Creek At the confluence with Double Creek

Approximately 190 feet upstream of Concord Church Road

0.698 1

FORSYTH Caudle Branch At the confluence with Yadkin River

Approximately 0.388 mile upstream of Williams Road 0.868 1

FORSYTH Crooked Run Creek At the Stokes/Forsyth County boundary

Approximately 0.7 mile upstream of Stokes/ Forsyth County boundary

0.7 1

FORSYTH Crooked Run Creek At the Stokes/Forsyth County boundary

Approximately 0.142 mile upstream of Stokes/ Forsyth County boundary

0.142 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

FORSYTH Crooked Run Creek Trib 10

At the Forsyth/ Stokes County boundary

Approximately 0.5 mile upstream of the Forsyth/Stokes County boundary

0.5 1

FORSYTH Double Creek At the confluence with Yadkin River

Approximately 300 feet downstream of Williams Road 0.972 0

FORSYTH Ellison Creek At the confluence with Yadkin River

Approximately 0.530 mile upstream of Styers Ferry Road 1.42 1

FORSYTH Fries Creek At the confluence with Yadkin River

Approximately 1.371 miles upstream of confluence with Yadkin River

1.371 0

FORSYTH Hauser Creek At the confluence with Ellison Creek

Approximately 0.709 mile upstream of confluence with Ellison Creek

0.709 0

VILLAGE OF CLEMMONS Johnson Creek At SR 1103 (Middlebrook Drive)

Approximately 0.6 mile upstream of SR 1103 (Middlebrook Drive)

0.632 1

VILLAGE OF CLEMMONS

Johnson Creek Trib 3

At the confluence with Johnson Creek

Approximately 630 feet upstream of Greenbrook Drive 0.902 2

TOWN OF KERNERSVILLE Kerners Mill Creek At the confluence of Kerners Mill

Creek Trib 2

Approximately 400 feet upstream of West Mountain Street

0.273 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

FORSYTH Kerners Mill Creek Trib 2.2.2.2.2.1

Approximately 1.515 miles upstream of Timberwood Trail

Approximately 1,250 feet downstream of Oakhurst Street

0.417 1

FORSYTH Little Yadkin River At the Forsyth/Surry County boundary

At the Forsyth/Stokes County boundary 2.293 1

FORSYTH Little Yadkin River Trib 3

At the confluence with Little Yadkin River

Approximately 0.152 mile upstream of the confluence with Little Yadkin River

0.152 0

FORSYTH Little Yadkin River Trib 3.1

At the confluence with Little Yadkin River Trib 3

At the Forsyth/Stokes County boundary 0.199 0

FORSYTH Little Yadkin River Trib 3.2.1

At the confluence with Little Yadkin River Trib 3

At the Forsyth/Stokes County boundary 0.159 0

FORSYTH Lowery Mill Creek Trib 1

Approximately 930 feet downstream of New Walkertown Road

Approximately 600 feet upstream of New Walkertown Road

0.3 1

FORSYTH Mary Reich Creek At the Forsyth/Davidson County boundary

Approximately 0.283 mile upstream of Forsyth/Davidson County boundary

0.283 0

FORSYTH COUNTY; TOWN OF LEWISVILLE

Mill Creek At the confluence with Yadkin River

Approximately 540 feet upstream of Conrad Sawmill Road

2.192 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

TOWN OF LEWISVILLE Mill Creek Trib 2

Approximately 540 feet upstream of Conrad Sawmill Road

Approximately 150 feet upstream of Wyntfield Drive 0.615 3

FORSYTH Old Richmond Creek At the confluence with Yadkin River At Donnaha Road 0.328 1

FORSYTH Panther Creek At the confluence with Double Creek

Approximately 0.589 mile upstream of Williams Road 1.365 2

FORSYTH Panther Creek Trib 9 At the confluence with Panther Creek

Approximately 0.463 mile upstream of confluence with Panther Creek

0.463 2

FORSYTH Salem Creek Trib 9 At the confluence with Salem Creek Trib 9

Approximately 170 feet downstream of Greyhound Court

0.297 4

FORSYTH COUNTY; TOWN OF KERNERSVILLE

Smith Creek Approximately 0.388 mile upstream of Kernersville Road

Approximately 0.801 mile upstream of Kernersville Road 0.413 0

FORSYTH Spurgeon Creek At the Forsyth/Davidson County boundary

Approximately 1,870 feet downstream of US-311 0.955 0

FORSYTH COUNTY; VILLAGE OF TOBACCOVILLE

Unnamed Tributary 1 to UT to Crooked Run Creek Trib 10

At the confluence with Unnamed Tributary to Crooked Run Creek Trib 10

Approximately 0.3 mile upstream of the confluence with Unnamed Tributary to Crooked Run Creek Trib 10

0.3 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

FORSYTH COUNTY; VILLAGE OF TOBACCOVILLE

Unnamed Tributary to Crooked Run Creek Trib 10

At the confluence with Crooked Run Creek Trib 10

Approximately 0.5 mile upstream of the confluence with Crooked Run Creek Trib 10

0.5 2

FORSYTH, YADKIN, AND DAVIE

Yadkin River At the Davie/Forsyth County boundary

At the Yadkin/Surry/ Forsyth County boundary 24.6 5

FORSYTH Yadkin River Trib 16 At the confluence with Yadkin River

Approximately 0.922 mile upstream of confluence with Yadkin River

0.922 0

FORSYTH Yadkin River Trib 17 At the confluence with Yadkin River

Approximately 0.619 mile upstream of confluence with Yadkin River

0.619 0

FORSYTH Yadkin River Trib 18 At the confluence with Yadkin River

Approximately 670 feet upstream of Dalton Road 0.582 1

FORSYTH Yadkin River Trib 25 At the confluence with Yadkin River

Approximately 780 feet upstream of Williams Road 0.907 1

FORSYTH Yadkin River Trib 30 At the confluence with Yadkin River

Approximately 0.668 mile upstream of confluence with Yadkin River

0.668 2

IREDELL Back Creek At the Iredell/Rowan County boundary

Approximately 1,890 feet upstream of Oak Ridge Farm Highway

2.415 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

IREDELL Back Creek Trib 1 At the Iredell/Rowan County boundary

Approximately 0.69 mile upstream of Iredell/Rowan County boundary

0.69 0

IREDELL Beaver Creek At the confluence with Fifth Creek

Approximately 1.769 miles upstream of River Hill Road 3.288 5

IREDELL Beaver Creek Tributary 9

At the confluence with Beaver Creek

Approximately 0.8 mile upstream of the confluence with Beaver Creek

0.8 0

IREDELL Bell Branch At the Iredell/Davie County boundary

Approximately 2.292 miles upstream of Woodleaf Road 3.494 1

IREDELL Big Kennedy Creek At the confluence with Hunting Creek

At the Iredell/Yadkin County boundary 3.041 2

IREDELL Brushy Creek At the confluence with Hunting Creek

At the Wilkes / Iredell County boundary 0.9 1

IREDELL Brushy Creek At the Iredell/Wilkes County boundary

Approximately 1,230 feet downstream of Zeb Road 2.79 1

IREDELL Buck Shoals Branch At the confluence with Hunting Creek

Approximately 0.7 mile upstream of the confluence with Hunting Creek

0.7 1

IREDELL Camel Branch At the confluence with Rocky Creek

Approximately 1,730 feet downstream of Lake Mullis Road

1.79 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

IREDELL Camel Branch Trib 6 At the confluence with Camel Branch

Approximately 140 feet downstream of I-77 0.546 0

IREDELL Coddle Creek Trib 4 At the confluence with Coddle Creek

Approximately 1.183 miles upstream of confluence with Coddle Creek

1.183 0

IREDELL Dishmon Creek At the confluence with Rocky Creek

Approximately 280 feet downstream of SR#1599 1.088 0

IREDELL Dutchman Creek At the confluence with South Yadkin River

Approximately 490 feet downstream of Stack Road 8.825 5

IREDELL Dutchman Creek Trib 5

At the Iredell/Davie County boundary At Sandy Springs Road 1.702 0

IREDELL Dutchman Creek Trib 20

At the confluence with Dutchman Creek

Approximately 0.5 mile upstream of SR 2145 (Vaughn Mill Road)

0.8 1

IREDELL Fourth Creek Trib 52 At the confluence with Fourth Creek

Approximately 0.6 mile upstream of the confluence with Fourth Creek

0.6 0

IREDELL Fifth Creek At the confluence with South Yadkin River

Approximately 560 feet upstream of Shumaker Drive 11.054 15

IREDELL Greasy Creek At the confluence with Third Creek

Approximately 1.579 miles upstream of confluence with Third Creek

1.579 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

IREDELL Harve Creek At the confluence with South Yadkin River

Approximately 0.486 mile upstream of confluence with South Yadkin River

0.486 0

IREDELL Hunting Creek Approximately 340 feet upstream of Somers Road

Approximately 0.148 mile upstream of Somers Road 0.084 0

IREDELL Hunting Creek Approximately 350 feet upstream of Warren Bridge Road

Approximately 0.149 mile upstream of Warren Bridge Road

0.083 0

IREDELL Hunting Creek Approximately 800 feet upstream of Somers Road

Approximately 0.266 mile upstream of Somers Road 0.114 0

IREDELL Hunting Creek At the Iredell/Davie County boundary

At the Iredell/Wilkes County boundary 20.193 13

IREDELL Hunting Creek At Warren Bridge Road Approximately 0.065 mile upstream of Warren Bridge Road

0.065 0

IREDELL I-L Creek Approximately 1.780 miles downstream of Amity Hill Road

Approximately 0.473 mile upstream of I-77 2.659 4

IREDELL COUNTY; TOWN OF TROUTMAN

I-L Creek Trib 3 At the confluence with I-L Creek Approximately 1,520 feet upstream of Patterson Circle 2.071 3

IREDELL Jack Creek At the confluence with South Yadkin River

Approximately 0.7 mile upstream of Blackwelder Road 0.9 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

IREDELL Kinder Creek At the confluence with Dutchman Creek

Approximately 570 feet downstream of Rimrock Road 1.035 1

IREDELL Little Creek At the Iredell/Davie County boundary

Approximately 270 feet downstream of Hayes Farm Road

0.761 0

IREDELL Little Rocky Creek At the confluence with Patterson Creek

At SR 2017 (Hams Grove Road) 4.183 1

IREDELL Little Rocky Creek Trib 6

At the confluence with Little Rocky Creek

Approximately 900 feet downstream of North Chipley Ford Road

0.672 0

IREDELL Long Branch At the confluence with North Little Hunting Creek

At the Yadkin/Iredell County boundary 2.931 3

IREDELL North Little Hunting Creek

At the confluence with Hunting Creek

At the Yadkin/Iredell County boundary 4.619 2

IREDELL Olin Creek At the confluence with Patterson Creek

Approximately 575 feet upstream of Eupeptic Springs Road

7 6

IREDELL Pasture Bottom Creek

At the confluence with Brushy Creek

Approximately 200 feet downstream of Zeb Road 0.885 0

IREDELL Patterson Creek At the confluence with Rocky Creek

Approximately 1,750 feet downstream of Tuckers Grove Road

8.693 9

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

IREDELL Patterson Creek Trib 4

At the confluence with Patterson Creek

Approximately 0.603 mile upstream of confluence with Patterson Creek

0.603 0

IREDELL Patterson Creek Trib 20

At the confluence with Patterson Creek

Approximately 250 feet downstream of Bussell Road 0.718 1

IREDELL Rocky River Trib 102 Approximately 360 feet upstream of Iredell/ Mecklenburg County boundary

Approximately 0.979 mile upstream of Iredell/ Mecklenburg County boundary

0.911 0

IREDELL Shinns Creek At the confluence with Weathers Creek

Approximately 2.633 miles upstream of Weathers Creek Road

3.064 1

IREDELL Snow Creek At the confluence with South Yadkin River

At the Iredell/Alexander County boundary 11.423 8

IREDELL South Fork Withrow Creek

At the confluence with Withrow Creek

Approximately 0.460 mile upstream of Winthrow Creek Road

2.398 1

IREDELL South Yadkin River At the Iredell/Davie County boundary

At the Iredell/Alexander County boundary 30.769 18

IREDELL South Yadkin River Trib 59

At the confluence with South Yadkin River

Approximately 0.5 mile upstream of the confluence with South Yadkin River

0.5 0

IREDELL Third Creek At the Iredell/Rowan County boundary

Approximately 0.568 mile downstream of Shiloh Road 3.955 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

IREDELL Third Creek Approximately 1,150 downstream of I-40

At the Alexander/Iredell County boundary 8.701 6

IREDELL Third Creek Trib 24 At the confluence with Third Creek

Approximately 0.4 mile upstream of US-70/Newton Drive

0.655 1

IREDELL COUNTY; CITY OF STATESVILLE

Third Creek Trib 28 At the confluence with Third Creek

Approximately 0.913 mile upstream of confluence with Third Creek

0.913 1

IREDELL COUNTY; CITY OF STATESVILLE

Third Creek Trib 31 At the confluence with Third Creek

Just downstream of Cochran Street 1.253 1

IREDELL COUNTY; CITY OF STATESVILLE

Third Creek Trib 36 At the confluence with Third Creek

Approximately 0.79 mile upstream of confluence with Third Creek

0.79 0

IREDELL COUNTY; CITY OF STATESVILLE

Third Creek Trib 37 At the confluence with Third Creek

At the confluence of Thirst Creek Trib 37.2 and 37.1 0.487 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

IREDELL COUNTY; CITY OF STATESVILLE

Third Creek Trib 37.1

At the confluence with Third Creek Trib 37

Approximately 0.972 mile upstream of confluence with Third Creek Trib 37

0.972 0

IREDELL COUNTY; CITY OF STATESVILLE

Third Creek Trib 37.2

At the confluence with Third Creek Trib 37 Just upstream of I-77 0.875 3

IREDELL Third Creek Trib 54 At the confluence with Third Creek

Approximately 0.436 mile upstream of Cornflower Road 0.758 1

IREDELL Third Creek Trib 54.1

At the confluence with Third Creek Trib 54

Approximately 600 feet upstream of Cornflower Road 0.499 1

IREDELL Third Creek Trib 54.1.1

At the confluence with Third Creek Trib 54.1

Approximately 0.547 mile upstream of confluence with Third Creek Trib 54.1

0.547 0

IREDELL Third Creek Trib 54.1.2

At the confluence with Third Creek Trib 54.1

Approximately 0.383 mile upstream of confluence with Third Creek Trib 54.1

0.383 0

IREDELL Third Creek Trib 56 At the confluence with Third Creek

Approximately 0.721 mile upstream of confluence with Third Creek

0.721 0

IREDELL Third Creek Trib 57 At the confluence with Third Creek

Approximately 195 feet upstream Knox Farm Road 0.652 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

IREDELL Tuckers Creek At the confluence with Patterson Creek

Approximately 540 feet downstream of Bruce Farm Road

1.629 0

IREDELL Weathers Creek At the confluence with Withrow Creek

Approximately 800 feet upstream of Interstate 77 6.073 7

IREDELL West Branch Rocky River Trib 3

At the confluence with West Branch Rocky River

Approximately 0.587 mile upstream of Midway Lake Road

1.497 1

IREDELL COUNTY; TOWN OF MOORESVILLE

West Branch Rocky River Trib 12

At the confluence with West Branch Rocky River

Approximately 0.568 mile upstream of Timber Road 0.639 1

IREDELL Withrow Creek At the Iredell/Rowan County boundary

Approximately 120 feet upstream Triplett Road 0.307 1

MECKLENBURG Rocky River Approximately 1.364 miles downstream of East Rocky River Road

At the Mecklenburg/ Iredell County boundary 3.691 2

MECKLENBURG Rocky River Trib 102 At the confluence with Rocky River

At the Cabarrus/ Mecklenburg County boundary 0.3 0

MONTGOMERY Alls Fork At the confluence with Beaverdam Creek

At the Montgomery/ Davidson County boundary 0.2 0

MONTGOMERY Asheworth Branch At the confluence with Little River

At the Montgomery/Randolph County boundary 0.3 0

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Appendix D

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

MONTGOMERY Barnes Creek At the confluence with Uwharrie River

Approximately 1,400 feet upstream of Flint Hill Road 6.189 3

MONTGOMERY Barnes Mill Creek At the confluence with West Fork Little River

Approximately 1.042 miles upstream of confluence with West Fork Little River

1.042 1

MONTGOMERY Beaverdam Creek At the confluence with Reynolds Creek

At the Montgomery/ Davidson County boundary 1.645 0

MONTGOMERY Betsy Branch At the confluence with West Fork Little River

At the Montgomery/ Randolph County boundary 1.346 1

MONTGOMERY Big Creek At the confluence with Little River

Approximately 1,200 feet downstream of McCallum Pond Road

7.716 2

MONTGOMERY Big Mountain Creek At the Montgomery/Richmond County boundary

Approximately 0.47 mile upstream of Tabernacle Church Road

4.4 3

MONTGOMERY Big Mountain Creek Tributary 1

At the confluence with Big Mountain Creek

Approximately 0.55 mile upstream of the confluence with Big Mountain Creek

0.55 0

MONTGOMERY Big Mountain Creek Tributary 2

At the confluence with Big Mountain Creek

Approximately 1,510 feet upstream of the confluence with Big Mountain Creek

0.3 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

MONTGOMERY Big Town Creek At the confluence with Little River

Approximately 1.44 miles upstream of NC-731 7.195 5

MONTGOMERY Big Wolf Branch At the confluence with Little Hamer Creek

Approximately 200 feet upstream of Warner Farm Road

0.873 0

MONTGOMERY Bishop Creek At the confluence with Dumas Creek

Approximately 2.6 miles upstream of the confluence with Dumas Creek

2.616 2

MONTGOMERY Bridgers Creek At the confluence with Half Mile Branch

Approximately 350 feet downstream of Currie Road 3.916 2

MONTGOMERY Cedar Creek At the confluence with Little River

Approximately 0.66 mile upstream of McCaskill Road 5.54 3

MONTGOMERY Cheek Creek At the Montgomery/ Richmond County boundary

Approximately 2.03 miles upstream of the confluence of Indian Branch

11.241 8

MONTGOMERY Clarks Creek At SR 1130 (Apple Orchard Road)

Approximately 1.6 miles upstream of NC Hwys 24 & 27 3.802 5

MONTGOMERY Cheek Creek Trib 13 At the confluence with Cheek Creek

Approximately 0.2 mile upstream of SR 1539 (Poole Farm Road)

0.5 1

MONTGOMERY Densons Creek At the confluence with Little River

Approximately 600 feet upstream of Substation Road 7.617 5

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

MONTGOMERY Dicks Creek At the confluence with Little River

Approximately 1.88 miles upstream of the confluence of Dicks Creek Trib 1

2.159 1

MONTGOMERY Dicks Creek Trib 1 At the confluence with Dicks Creek

Approximately 1.666 miles upstream of confluence with Dicks Creek

1.666 0

MONTGOMERY Disons Creek At the confluence with Little River

Approximately 580 feet upstream of Calvary Church Road

5.116 4

MONTGOMERY Disons Creek Trib 1 At the confluence with Disons Creek

Approximately 0.6 mile upstream of the confluence with Disons Creek

0.594 0

MONTGOMERY Dry Creek At the confluence with Big Mountain Creek

Approximately 1,400 feet upstream of Graham Road 0.588 1

MONTGOMERY Dumas Creek At the confluence with Densons Creek

Approximately 0.9 mile upstream of the confluence of Flat Rock Branch

5.665 3

MONTGOMERY Duncombe Creek At the confluence with Uwharrie River

Approximately 0.55 mile upstream of confluence with Uwharrie River

0.505 0

MONTGOMERY Dutchmans Creek At the confluence with Uwharrie River

Approximately 331 feet upstream of River Road 1.115 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

MONTGOMERY Flat Lick Branch At the confluence with Cheek Creek

Approximately 0.7 mile upstream of the confluence with Cheek Creek

0.7 0

MONTGOMERY Flat Rock Branch At the confluence with Dumas Creek

Approximately 0.406 mile upstream of confluence with Dumas Creek

0.406 1

MONTGOMERY Garr Creek At the confluence with Yadkin River

Approximately 1,563 feet upstream of Tuckertown Road 1.371 1

MONTGOMERY Glady Fork At the confluence with Reynolds Creek

At the Montgomery/ Randolph County boundary 3.888 3

MONTGOMERY Half Mile Branch At Capelsie Road Approximately 0.27 mile upstream of Capelsie Road 0.27 0

MONTGOMERY Hamer Creek At the Montgomery/Richmond County boundary

Approximately 1.1 miles upstream of SR 1115 (Gaddy Farm Road)

3.7 3

MONTGOMERY COUNTY; TOWN OF BISCOE

Hickory Branch At the confluence with White Oak Creek

Approximately 360 feet upstream of West Main Street 1.1 3

MONTGOMERY Indian Branch At the confluence with Cheek Creek

Approximately 0.6 mile upstream of confluence with Cheek Creek

0.666 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

MONTGOMERY Lick Creek At the confluence with Dicks Creek

Approximately 26 feet upstream of the confluence of Lick Creek Trib 1

1.415 1

MONTGOMERY COUNTY; TOWN OF BISCOE

Lick Creek Trib 1 At the confluence with Lick Creek

Approximately 0.341 mile upstream of confluence with Lick Creek

0.341 0

MONTGOMERY COUNTY; TOWN OF BISCOE

Lick Creek Trib 2 At the confluence with Lick Creek

Approximately 0.59 mile upstream of Wright Road 1.035 1

MONTGOMERY COUNTY; TOWN OF BISCOE

Lick Creek Trib 2A At the confluence with Lick Creek Trib 3

Approximately 590 feet upstream of Shady Oak Drive 0.472 2

MONTGOMERY Lick Fork At the confluence with Clarks Creek

Approximately 350 feet upstream of NC-24 & 24 & 27 7.277 9

MONTGOMERY Lick Fork Trib 1 At the confluence with Lick Fork Approximately 0.82 mile upstream of the confluence with Lick Fork

0.805 0

MONTGOMERY Little Creek At the confluence with Big Creek Approximately 850 feet upstream of McCallum Road 0.619 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

MONTGOMERY Little Dry Creek At the confluence with Big Creek Approximately 0.677 mile upstream of confluence with Big Creek

0.677 0

MONTGOMERY Little Dumas Creek At the confluence with Dumas Creek

Approximately 1.57 miles upstream of Confederate Drive 1.888 4

MONTGOMERY Little River (Upstream) At NC 24/27 At the Montgomery/ Randolph

County boundary 18.017 4

MONTGOMERY Little River (Downstream)

At the Montgomery/ Richmond County boundary

Approximately 1.1 miles upstream of Pekin Road 15.003 3

MONTGOMERY Little River Tributary 1

At the confluence with Little River

Approximately 0.72 mile upstream of the confluence with Little River

0.72 0

MONTGOMERY Long Branch At the confluence with Little River

Approximately 300 feet upstream of Hicks Road 0.461 1

MONTGOMERY Lower Richland Creek

At the confluence with Pee Dee River

Approximately 1,760 feet upstream of Lillys Bridge Road 1.213 1

MONTGOMERY McLeans Creek At the confluence with Moccasin Creek

Approximately 1.33 miles upstream of Mullinex Road 2.986 1

MONTGOMERY Middle Prong Hamer Creek

At the Montgomery/ Richmond County boundary

Approximately 0.96 mile upstream of Haithcock Road 2.086 2

MONTGOMERY Moccasin Creek At the confluence with Uwharrie River

Approximately 340 feet upstream of the confluence of West Branch

1.693 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

MONTGOMERY Mountain Branch At the confluence with Glady Fork

At the Montgomery/ Davidson County boundary 1.387 1

MONTGOMERY Nichols Run At the confluence with West Fork Little River

Approximately 0.26 mile upstream of Lucas Road 1.608 5

MONTGOMERY Nichols Run Trib 1 At the confluence with Nichols Run

Approximately 0.86 mile upstream of NC-134 0.924 2

MONTGOMERY Pee Dee River At the Montgomery/Richmond County boundary At Falls Dam 19.264 13

MONTGOMERY Pee Dee River Tributary 5

At the confluence with Pee Dee River

Approximately 0.9 mile upstream of the confluence with Pee Dee River

0.9 1

MONTGOMERY Poison Fork At the confluence with Barnes Creek

At the Montgomery/ Randolph County boundary 2.356 1

MONTGOMERY Polly Branch At the confluence with Cheek Creek

Approximately 0.643 miles upstream of confluence with Cheek Creek

0.643 0

MONTGOMERY Reedy Fork At the confluence with Cedar Creek

Approximately 0.576 mile upstream of confluence with Cedar Creek

0.576 0

MONTGOMERY Reynolds Creek At the confluence with Yadkin River

At the Montgomery/ Davidson County boundary 5.766 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

MONTGOMERY Richland Creek At the confluence with Pee Dee River

Approximately 650 feet downstream of Lillys Bridge Road

1.8 0

MONTGOMERY Rock Branch At the confluence with Big Creek Approximately 0.682 mile upstream of confluence with Big Creek

0.682 0

MONTGOMERY Rocky Creek (East) At the confluence with Little River

Approximately 0.41 mile upstream of Mount Carmel Church Road

10.581 7

MONTGOMERY Rocky Creek (West) At the confluence with Pee Dee River

Approximately 0.63 mile upstream of NC-24&24&27 2.712 3

MONTGOMERY Rocky Creek (into Little River) Trib 1

At the confluence with Rocky Creek (East)

Approximately 0.9 mile upstream of the confluence with Rocky Creek (East)

0.868 1

MONTGOMERY Sand Branch At the confluence with Cheek Creek

Approximately 0.469 mile upstream of the confluence with Cheek Creek

0.469 1

MONTGOMERY Silver Creek At the Montgomery/ Richmond County boundary

Approximately 1.3 miles upstream of County Line Road 0.424 0

MONTGOMERY Suggs Creek At the confluence with Little River

Approximately 2.875 miles upstream of the confluence with Little River

2.875 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

MONTGOMERY Suggs Creek Tributary

At the confluence with Suggs Creek

Approximately 0.78 mile upstream of the confluence with Suggs Creek

0.78 1

MONTGOMERY Susies Creek At the confluence with Little River

Approximately 0.39 mile upstream of NC-731 2.806 3

MONTGOMERY Thickety Creek At the confluence with Little River

Approximately 1.22 miles upstream of Thickety Creek Road

3.316 3

MONTGOMERY Townsend Branch At the confluence with Woodwards Branch

Approximately 0.28 mile upstream of Unnamed Road 2.148 2

MONTGOMERY Turkey Creek At the confluence with Little River

Approximately 0.62 mile upstream of the confluence of Little River

0.62 0

MONTGOMERY Unnamed Tributary to Wolf Branch Creek

At the Montgomery/ Richmond County boundary

Approximately 850 feet upstream of Davis Haywood Road

0.176 0

MONTGOMERY Uwharrie River Just downstream of NC-109 At the Montgomery/ Randolph County boundary 8.527 2

MONTGOMERY Warner Creek At the confluence with Rocky Creek

Approximately 1.74 miles upstream of Saunders Road 2.451 2

MONTGOMERY West Branch At the confluence with Moccasin Creek

Approximately 250 feet upstream of SR#1154 1.037 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

MONTGOMERY West Fork Little River

At the confluence with Little River

At the Montgomery/Randolph County boundary 14.6 5

MONTGOMERY West Prong Hamer Creek

At the confluence with Middle Prong Hamer Creek

Approximately 1.23 miles upstream of NC-109 2.003 1

MONTGOMERY COUNTY; TOWN OF BISCOE

White Oak Creek At the confluence of Cedar Creek

Approximately 0.42 mile upstream of Martin Street 3 3

MONTGOMERY White Oak Creek Trib 1

At the confluence with White Oak Creek

Approximately 0.31 mile upstream of Quinton Road 0.824 1

MONTGOMERY White Oak Creek Trib 1A

At the confluence with White Oak Creek Trib 1

Approximately 0.38 mile upstream of confluence with White Oak Creek Trib 1

0.38 0

MONTGOMERY Woodwards Branch At the confluence with Cheek Creek

Approximately 0.25 mile upstream of NC-731 0.691 2

RANDOLPH Back Creek At the confluence with Caraway Creek

Approximately 900 feet upstream of Pineview Road 11.925 9

RANDOLPH Back Creek Trib 8 At the confluence with Back Creek

Approximately 870 feet upstream of Heath Dairy Road 0.515 1

RANDOLPH Back Creek Trib 8.2 At the confluence with Back Creek Trib 8

Approximately 0.373 mile upstream of confluence with Back Creek Trib 8

0.373 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RANDOLPH Back Creek Trib 8.3 At the confluence with Back Creek Trib 8

Approximately 0.205 mile upstream of confluence with Back Creek Trib 8

0.205 0

RANDOLPH Betty McGees Creek At the confluence with Uwharrie River

Approximately 0.455 mile downstream of Tot Hill Farm Road

4.669 1

RANDOLPH Big Branch At the confluence with Little River

Approximately 0.754 mile upstream of confluence with Little River

0.754 0

RANDOLPH Brier Creek At the confluence with Little Uwharrie River

At the Davidson/Randolph County boundary 1.325 1

RANDOLPH Brier Creek Trib 1 At the confluence with Brier Creek

Approximately 460 feet upstream of Hughes Grove Road

0.978 1

RANDOLPH Cable Creek At the confluence with Back Creek

Approximately 810 feet upstream of SR#1319 1.083 1

RANDOLPH Caraway Creek At the confluence with Uwharrie River At Beckerdite Road 17.37 7

RANDOLPH Caraway Creek Trib 12

At the confluence with Caraway Creek

Approximately 0.435 mile upstream of confluence with Caraway Creek

0.435 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RANDOLPH Caraway Creek Trib 23

At the confluence with Caraway Creek

Approximately 1,350 feet upstream of Beeson Farm Road

1.474 1

RANDOLPH Caraway Creek Trib 28

At the confluence with Caraway Creek

Approximately 0.966 mile upstream of Sawyer Road 3.09 2

RANDOLPH Hannahs Creek At the confluence with Uwharrie River

Approximately 1.913 miles upstream of Lassiter Mill Road 2.553 1

RANDOLPH Jackson Creek At the confluence with Uwharrie River

Approximately 0.644 mile upstream of Jackson Creek Road

6.766 3

RANDOLPH Kings Creek At the confluence with Little River

Approximately 1,550 feet downstream of SR#1123 1.447 0

RANDOLPH Lakes Creek At the confluence with Uwharrie River

Approximately 0.454 miles upstream of confluence with Uwharrie River

0.454 0

RANDOLPH Laniers Creek At the confluence with Uwharrie River

At SR 1102 (Johnson Farm Road) 4.427 2

RANDOLPH Laniers Creek Trib 10

At the confluence with Laniers Creek

Approximately 0.301 mile upstream of confluence with Laniers Creek

0.301 0

RANDOLPH Little Caraway Creek At the confluence with Caraway Creek At Mount Gilead Church Road 5.653 3

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RANDOLPH Little Caraway Creek Trib 9

At the confluence with Little Caraway Creek

Approximately 0.908 mile upstream of confluence with Little Caraway Creek

0.908 0

RANDOLPH Little River At the Randolph/Montgomery County boundary

Approximately 1,930 feet upstream of Southmont Drive 15.395 9

RANDOLPH Little River Trib 33 At the confluence with Little River

Approximately 0.495 mile upstream of confluence with Little River

0.495 0

RANDOLPH Little River Trib 35 At the confluence with Little River

Approximately 1,500 feet downstream of Old Troy Road 0.493 0

RANDOLPH Little River Trib 9 At the confluence with Little River

Approximately 600 feet upstream of US-220 0.981 3

RANDOLPH Little Uwharrie River At the confluence with Uwharrie River

Approximately 1,750 feet upstream of Kennedy Farm Road North

4.43 3

TOWN OF TRINITY

Little Uwharrie River Trib 2

At the confluence with Little Uwharrie River

At the Randolph/Davidson County boundary 0.905 4

TOWN OF TRINITY

Little Uwharrie River Trib 2.1

At the confluence with Little Uwharrie River Trib 2

At the Randolph/Davidson County boundary 0.223 0

RANDOLPH COUNTY; TOWN OF TRINITY

Little Uwharrie River Trib 3

At the confluence with Little Uwharrie River

At the Randolph/Davidson County boundary 0.877 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RANDOLPH COUNTY; TOWN OF TRINITY

Little Uwharrie River Trib 3.1

At the confluence with Little Uwharrie River Trib 3 At Farmbrook Place 0.752 0

TOWN OF TRINITY

Little Uwharrie River Trib 4

At the confluence with Little Uwharrie River

Approximately 1,100 feet upstream of Hunters Club Drive

0.625 3

RANDOLPH COUNTY; TOWN OF TRINITY

Little Uwharrie River Trib 5

At the confluence with Little Uwharrie River

Approximately 0.96 mile upstream of confluence with Little Uwharrie River

0.96 0

RANDOLPH COUNTY; TOWN OF TRINITY

Little Uwharrie River Trib 5.1

At the confluence with Little Uwharrie River Trib 5

Approximately 0.593 mile upstream of confluence with Little Uwharrie River Trib 5

0.593 0

RANDOLPH COUNTY; TOWN OF TRINITY

Little Uwharrie River Trib 6

At the confluence with Little Uwharrie River

Approximately 700 feet upstream of SR#1547 0.79 3

RANDOLPH Little Uwharrie River Trib 7

At the confluence with Little Uwharrie River

Approximately 0.757 mile upstream of confluence with Little Uwharrie River

0.757 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RANDOLPH Little Uwharrie River Trib 7.1

At the confluence with Little Uwharrie River Trib 7

Just downstream of Stonehenge Road 0.509 0

RANDOLPH Little Uwharrie River Trib 8

At the confluence with Little Uwharrie River

Approximately 200 feet upstream of Refuge Church Drive

0.45 1

RANDOLPH Little Uwharrie River Trib 9

At the confluence with Little Uwharrie River

Approximately 960 feet upstream of Courtland Drive 1.104 3

RANDOLPH Mill Creek At the confluence with Uwharrie River

Approximately 580 feet upstream of Lassiter Mill Road 0.527 1

RANDOLPH Nanny Branch At the confluence with Laniers Creek

Approximately 0.254 mile upstream of confluence with Laniers Creek

0.254 0

RANDOLPH Narrows Branch At the confluence with Uwharrie River

Approximately 0.421 mile upstream of confluence with Uwharrie River

0.421 0

RANDOLPH Reed Creek At the confluence with Little River

Approximately 0.720 mile upstream of Burney Road 1.346 1

RANDOLPH Reedy Creek At the confluence with Little River

Approximately 0.391 mile upstream of confluence with Little River

0.391 0

RANDOLPH Robbins Branch At the confluence with Hannahs Creek

Approximately 0.245 mile upstream of confluence with Hannahs Creek

0.245 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RANDOLPH Silver Run Creek At the confluence with Uwharrie River

Approximately 170 feet upstream of Lassiter Mill Road 0.94 1

RANDOLPH South Fork Jackson Creek

At the confluence with Jackson Creek

Approximately 930 feet downstream of Toyes Drive 1.42 0

RANDOLPH South Fork Second Creek

At the confluence with Uwharrie River

Approximately 1,150 feet downstream of NC-47 6.355 4

RANDOLPH South Fork Second Creek Trib 8

At the confluence with South Fork Second Creek

Approximately 1,000 feet upstream of Bombay School Road

0.623 3

RANDOLPH South Fork Second Creek Trib 9

At the confluence with South Fork Second Creek

Approximately 0.469 mile upstream of confluence with South Fork Second Creek

0.469 0

RANDOLPH Toms Creek At the confluence with Uwharrie River

Approximately 1.242 miles upstream of Richey Road 7.092 3

RANDOLPH Twomile Branch At the confluence with South Fork Second Creek

Approximately 0.349 mile upstream of confluence with South Fork Second Creek

0.349 0

RANDOLPH Twomile Creek At the confluence with Uwharrie River

Approximately 0.403 mile upstream of confluence with Uwharrie River

0.403 0

RANDOLPH Unnamed Tributary 1 to Little Uwharrie River

At the confluence with Little Uwharrie River

Approximately 0.424 mile upstream of confluence with Little Uwharrie River

0.424 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RANDOLPH Uwharrie River At the Randolph/Montgomery County boundary

Approximately 1.856 miles upstream of Millers Mill Road 38.751 13

RANDOLPH COUNTY; TOWN OF TRINITY

Uwharrie River Approximately 300 feet downstream of Mendenhall Road

At Old Mendenhall Road 1.113 2

RANDOLPH COUNTY; TOWN OF TRINITY

Uwharrie River Trib 24

At the confluence with Uwharrie River

Approximately 1,090 feet upstream of SR 1557 (Morris Road)

2.017 3

TOWN OF TRINITY

Uwharrie River Trib 24.3

At the confluence with Uwharrie River Trib 24

Approximately 1 mile upstream of SR 1891 (Rock Dam Court) 1.7 1

RANDOLPH Uwharrie River Trib 28

At the confluence with Uwharrie River

Approximately 1.08 miles upstream of confluence with Uwharrie River

1.08 0

RANDOLPH Uwharrie River Trib 28.3

At the confluence with Uwharrie River Trib 28

Approximately 880 feet upstream of SR#1566 1.038 1

RANDOLPH Uwharrie River Trib 28.3.3

At the confluence with Uwharrie River Trib 28.3

Approximately 350 feet upstream of SR#1567 0.811 2

RANDOLPH Uwharrie River Trib 28.3.4

At the confluence with Uwharrie River Trib 28.3

Approximately 0.752 mile upstream of confluence with Uwharrie River Trib 28.3

0.752 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RANDOLPH Uwharrie River Trib 32

At the confluence with Uwharrie River

Approximately 0.4 mile upstream of SR 1546 0.5 1

RANDOLPH Uwharrie River Trib 48

At the confluence with Uwharrie River

Just downstream of Skeens Mill Road 0.6 0

RANDOLPH Uwharrie River Trib 60

At the confluence with Uwharrie River

Approximately 350 feet upstream of Garren Town Road

0.693 1

RANDOLPH Uwharrie River Trib 61

At the confluence with Uwharrie River

Approximately 500 feet downstream of Pleasant Union Road

0.789 0

RANDOLPH Uwharrie River Trib 84

At the confluence with Uwharrie River

Approximately 0.376 mile upstream of confluence with Uwharrie River

0.376 0

RANDOLPH Uwharrie River Trib 85

At the confluence with Uwharrie River

Approximately 0.587 mile upstream of confluence with Uwharrie River

0.587 0

RANDOLPH Uwharrie River Trib 96

At the confluence with Uwharrie River

Approximately 0.229 mile upstream of confluence with Uwharrie River

0.229 0

RANDOLPH Wagners Branch At the confluence with Little River

Approximately 430 feet upstream of Borough Avenue 2.794 5

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RANDOLPH Walkers Creek At the confluence with Uwharrie River

Approximately 0.362 mile upstream of confluence with Uwharrie River

0.362 0

RANDOLPH Wesley Dean Branch At the confluence with Little River

Approximately 0.379 mile downstream of Auman Farm Road

0.821 0

RANDOLPH West Fork Little River

At the Randolph/Montgomery County boundary

Approximately 750 feet upstream of Mt Lebanon Road 6.293 4

RANDOLPH West Fork Little River Trib 10

At the confluence with West Fork Little River

Approximately 0.224 mile upstream of confluence with West Fork Little River

0.224 0

RICHMOND Baggetts Creek At the confluence with Speeds Creek At US-1 0.845 0

RICHMOND Beaver Dam Creek (into Rocky Fork Creek)

At the confluence with Rocky Fork Creek

Approximately 0.4 mile upstream of Millstone Road 3.3 4

RICHMOND Beaverdam Branch At the confluence of South Prong Falling Creek

Approximately 860 feet upstream of Chalk Road 1.1 2

RICHMOND Beaverdam Creek (into Big Mountain Creek)

At the confluence with Big Mountain Creek At Capel Mill Road 0.66 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RICHMOND Bells Creek At the confluence with Rocky Fork Creek

Approximately 1,200 feet upstream of Haywood Parker Road

2.5 3

RICHMOND Big Mountain Creek At the confluence with Mountain Creek

At the Richmond/Montgomery County boundary 9 7

RICHMOND Black Branch At the confluence with Solomons Creek

Approximately 750 feet downstream of Mary Wall Road

1.242 3

RICHMOND Bones Fork Creek At the confluence with Hitchcock Creek

Approximately 1,000 feet upstream of Millstone Road 1.538 1

RICHMOND Bones Fork Creek Trib 1

At the confluence with Bones Fork

Approximately 525 feet upstream of Millstone Road 0.5 1

RICHMOND Buffalo Creek At the confluence with Little River

Approximately 0.7 mile upstream of Cartledge Creek Road

4.45 2

RICHMOND Buffalo Creek Trib 1 At the confluence with Buffalo Creek

Approximately 0.6 mile upstream of confluence with Buffalo Creek

0.6 0

RICHMOND Buffalo Creek Trib 3 At the confluence with Buffalo Creek

Approximately 0.6 mile upstream of confluence with Buffalo Creek

0.6 0

RICHMOND Cartledge Creek At the confluence with Pee Dee River

Approximately 1,400 feet upstream of John Webb Road 8.185 5

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RICHMOND Cartledge Creek Trib 1

At the confluence with Cartledge Creek

Approximately 1.815 miles upstream of the confluence with Cartledge Creek

1.815 0

RICHMOND Cartledge Creek Trib 2

At the confluence with Cartledge Creek

Approximately 0.5 mile upstream of Dockery Road 0.752 1

RICHMOND Cheeks Creek At the confluence with Little River

At the Richmond/ Montgomery County boundary 0.3 0

RICHMOND Chock Creek At the confluence with Hitchcock Creek

Approximately 1.515 miles upstream of US-1 3.58 3

RICHMOND Chock Creek Trib 1 At the confluence with Chock Creek

Approximately 1 mile upstream of the confluence with Chock Creek

1 0

RICHMOND Chock Creek Trib 2 At the confluence with Chock Creek

Approximately 0.758 mile upstream of Fox Road 2.039 1

RICHMOND Colemans Creek At the confluence with Pee Dee River

Approximately 1.572 miles upstream of Grassy Island Road

2.793 1

RICHMOND COUNTY; CITY OF HAMLET

Cox Pond At the confluence with South Prong Falling Creek At McDonald Avenue 1.208 4

RICHMOND Crooked Creek At County Line Road Approximately 1.1 miles upstream of County Line Road 1.1 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RICHMOND Hitchcock Creek (Downstream)

At the confluence with Pee Dee River

Approximately 1.3 miles upstream of US-74 4.352 3

RICHMOND Hitchcock Creek (Upstream)

Approximately 190 feet upstream of Roberdel Road

Approximately 1,200 feet upstream of Fish Hatchery Road

11.79 8

CITY OF ROCKINGHAM

Hitchcock Creek Trib 1

At the confluence with Hitchcock Creek

Approximately 0.5 mile upstream of the confluence with Hitchcock Creek

0.492 0

RICHMOND; CITY OF ROCKINGHAM

Hitchcock Creek Trib 2

At the confluence with Hitchcock Creek At Richmond Road 0.6 2

RICHMOND; CITY OF ROCKINGHAM

Hitchcock Creek Trib 2A

At the confluence with Hitchcock Creek Trib 2

Approximately 0.5 mile upstream of the confluence with Hitchcock Creek Trib 2

0.534 1

CITY OF ROCKINGHAM

Hitchcock Creek Trib 2B

At the confluence with Hitchcock Creek Trib 2 At Richmond Road 0.1 1

RICHMOND; CITY OF ROCKINGHAM

Hitchcock Creek Trib 3

At the confluence with Hitchcock Creek

Approximately 1,100 feet upstream of Nicholson Road 0.4 1

RICHMOND Hitchcock Creek Trib 4

At the confluence with Hitchcock Creek

Approximately 0.400 mile upstream of the confluence with Hitchcock Creek

0.4 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RICHMOND Indian Camp Lake At the confluence with Hitchcock Creek At James G. Watson Road 1.071 0

RICHMOND Indian Camp Lake Trib 1

At the confluence with Indian Camp Lake

Approximately 1.4 miles upstream of confluence with Indian Camp Lake

1.4 1

RICHMOND COUNTY; CITY OF ROCKINGHAM

Jennies Branch At the confluence with Hitchcock Creek

Approximately 1,250 feet upstream of Patterson Street (US Route 1)

2.252 6

RICHMOND Jobs Creek At the confluence with Little Mountain Creek

Approximately 0.5 mile upstream of US-220 1.2 1

RICHMOND; CITY OF HAMLET

Kinsman Lake At the confluence with South Prong Falling Creek

Approximately 0.523 mile upstream of confluence with South Prong Falling Creek

0.523 0

RICHMOND Little Hamer Creek At the confluence with Wolf Branch Creek

At the Richmond/Montgomery County boundary 0.5 0

RICHMOND Lightwood Knot Creek

At the North Carolina/South Carolina State boundary

Approximately 0.606 mile upstream of Ghio Road 0.948 1

RICHMOND Little Mountain Creek

At the confluence with Big Mountain Creek

Approximately 3.598 miles upstream of Clayton Carriker Road

9.268 6

RICHMOND Little River At the confluence with Pee Dee River

At the Montgomery/ Richmond County boundary 6.62 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RICHMOND Marks Creek (Upstream)

Approximately 1.6 miles upstream of Boyd Lake Road

Approximately 2.6 miles upstream of Boyd Lake Road 1.006 1

RICHMOND Marks Creek (Downstream)

At the North Carolina/South Carolina State boundary

Approximately 740 feet upstream of Airport Road 15.2 8

RICHMOND Marks Creek Trib 1 At the confluence with Marks Creek

Approximately 0.5 mile upstream of the confluence with Marks Creek

0.5 0

RICHMOND Marks Creek Trib 2 At the confluence with Marks Creek

Approximately 0.8 mile upstream of confluence with Marks Creek

0.8 0

RICHMOND Marks Creek Trib 3 At the confluence with Marks Creek

Approximately 1.1 miles upstream of the confluence with Marks Creek

1.05 0

RICHMOND Marks Creek Trib 4 At the confluence with Marks Creek

Approximately 490 feet upstream of Homeplace Road 0.6 1

RICHMOND Marks Creek Trib 5 At the confluence with Marks Creek

Approximately 0.9 mile upstream of confluence with Marks Creek

0.9 1

RICHMOND Marks Creek Trib 6 At the confluence with Marks Creek

Approximately 0.4 mile upstream of NC-177 0.636 1

RICHMOND Marks Creek Trib 7 At the confluence with Marks Creek

Approximately 1,750 feet upstream of US-74 1.3 3

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RICHMOND Marks Creek Trib 8 At the confluence with Marks Creek

Approximately 1.5 miles upstream of confluence with Marks Creek

1.5 0

RICHMOND Marks Creek Trib 9 At the confluence with Marks Creek

Approximately 0.5 mile upstream of the confluence with Marks Creek

0.5 1

RICHMOND Middle Prong Hamer Creek

At the confluence with Little River

At the Richmond/ Montgomery County boundary 6.3 4

RICHMOND Millstone Creek At the confluence with Rocky Fork Creek

Approximately 0.887 mile upstream of confluence with Rocky Fork Creek

0.887 0

RICHMOND Mountain Creek At the confluence with Pee Dee River

At the confluence of Little Mountain Creek and Big Mountain Creek

6.8 2

RICHMOND Naked Creek (into Pee Dee River)

At the confluence with Pee Dee River

Approximately 1,000 feet upstream of Parson Lake Road 2.987 1

RICHMOND North Prong Falling Creek

Approximately 1,200 feet upstream of Long Drive

Approximately 1.7 miles upstream of the confluence of North Prong Falling Creek Trib 1

5.259 1

RICHMOND North Prong Falling Creek Trib 1

At the confluence with North Prong Falling Creek

Approximately 0.6 mile upstream of the confluence with North Prong Falling Creek

0.6 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RICHMOND Paradise Creek At the confluence with Rocky Fork

Approximately 0.4 mile upstream of Fire Tower Road 0.7 1

RICHMOND AND ANSON

Pee Dee River (Downstream)

At the North Carolina/South Carolina State boundary

Approximately 1.5 miles downstream of the confluence of Hitchcock Creek

8.3 0

RICHMOND AND ANSON

Pee Dee River (Upstream) See Anson County entry See Anson County entry - -

RICHMOND Rocky Branch At the confluence with Hitchcock Creek

Approximately 0.417 mile upstream of Sand Hill Road 2.139 5

RICHMOND Rocky Fork Creek At the confluence with Hitchcock Creek

Approximately 1,000 feet upstream of Fire Tower Road 9.4 7

RICHMOND Rocky Fork Creek Trib 1

At the confluence with Rocky Fork Creek

Approximately 0.73 mile upstream of confluence with Rocky Fork Creek

0.73 0

RICHMOND Silver Creek At the confluence with Big Mountain Creek

Approximately 0.6 mile upstream of County Line Road 0.999 1

RICHMOND Solomons Creek At the confluence with Pee Dee River

Approximately 900 feet upstream of Stokes Road 8.1 6

RICHMOND South Prong Cartledge Creek

At the confluence with Cartledge Creek

Approximately 1,600 feet upstream of SR 1305 (Sandy Ridge Church Road)

1.497 2

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-81

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

RICHMOND COUNTY; CITY OF HAMLET

South Prong Falling Creek At Richmond College Lake Dam Approximately 1,200 feet

upstream of Wire Grass Road 0.872 2

RICHMOND; CITY OF HAMLET

South Prong Falling Creek Trib 1

At the confluence with South Prong Falling Creek

Approximately 1,800 feet upstream of confluence with South Prong Falling Creek

0.4 1

RICHMOND Speeds Creek At the confluence with Solomons Creek

Approximately 0.8 mile upstream of Sandhill Road 2.38 3

RICHMOND Treeces Branch At the confluence with Cartledge Creek

Approximately 750 feet upstream of Cartledge Creek Road

1.3 1

RICHMOND Unnamed Tributary to Wolf Branch Creek

At the confluence with Wolf Branch Creek

At the Montgomery/ Richmond County boundary 0.651 1

RICHMOND Watery Branch At the confluence with Speeds Creek

Approximately 1,900 feet upstream of the confluence with Speeds Creek

0.4 0

RICHMOND White Oak Tributary At the North Carolina/South Carolina State boundary

Approximately 0.5 mile upstream of Osborne Road 0.5 1

RICHMOND Wolf Branch Creek At the confluence with Middle Prong Hamer Creek

At the confluence of Little Hamer Creek 1.4 1

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-82

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ROWAN Back Creek (Downstream)

At the confluence with North Second Creek

Approximately 90 feet downstream of SR 1547 (Graham Road)

4.1 2

ROWAN Back Creek (Upstream)

Approximately 775 feet downstream of SR 1763 (Back Creek Church Road)

At the Rowan/Iredell County boundary 3.5 4

ROWAN Back Creek Trib 1 At the confluence with Back Creek

Approximately 0.2 mile upstream of the confluence with Back Creek

0.2 0

ROWAN Beaverdam Creek (into North Second Creek)

At the confluence with North Second Creek

Approximately 1,200 feet upstream of NC-801 2.77 4

ROWAN Beaverdam Creek (into Withrow Creek)

At the confluence with Withrow Creek

At the Rowan/Iredell County boundary 6.743 5

ROWAN Cedar Creek At the confluence with Yadkin River

Approximately 1,650 feet upstream of River Road 0.699 1

ROWAN Church Creek Trib 5 At the confluence with Church Creek

Approximately 0.763 mile upstream of Stone Road 1.271 1

ROWAN Church Creek Trib 15

At the confluence with Church Creek

Approximately 600 feet downstream of US-52 2.874 4

ROWAN Church Creek Trib 15.1

At the confluence with Church Creek Trib 15

Approximately 0.441 mile upstream of Fish Pond Road 2.134 3

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-83

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ROWAN Cold Water Creek At the Rowan/Cabarrus County boundary

Approximately 0.527 mile upstream of Moose Road 0.957 2

ROWAN COUNTY; TOWN OF FAITH

Unnamed Trib to Crane Creek in Faith SW of Fisher Street

At the confluence with Crane Creek Trib 18

Approximately 200 feet upstream of Cemetery Drive 1.578 3

ROWAN Crane Creek Trib 65 At the confluence with Crane Creek

Approximately 0.805 mile upstream of Lake Fork Road 2.025 1

ROWAN Deals Creek At the confluence with South Yadkin River

Approximately 0.9 mile upstream of the confluence with South Yadkin River

0.9 1

ROWAN East Fork At the Rowan/Cabarrus/Iredell County boundary

Approximately 2.462 miles upstream of Unity Church Road

6.487 2

ROWAN Flat Creek At the confluence with Yadkin River

Approximately 1.140 miles upstream of River Road 2.248 1

ROWAN Flat Rock Branch At the confluence with Grants Creek

Approximately 0.846 mile upstream of confluence with Grants Creek

0.846 0

ROWAN Fourth Creek At the confluence with Third Creek

At the Rowan/Iredell County boundary 10.888 6

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-84

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ROWAN Fourth Creek Trib 7 At the confluence with Fourth Creek

Approximately.525 mile upstream of confluence with Fourth Creek

0.525 0

ROWAN Fourth Creek Trib 15 At the confluence with Fourth Creek At Baker Mill Road 0.814 1

ROWAN Fourth Creek Trib 17 At the confluence with Fourth Creek

Approximately 900 feet upstream of Foster Road 0.436 1

ROWAN Fourth Creek Trib 21 At the confluence with Fourth Creek

Approximately 1,400 feet downstream of Foster Road 1.103 1

CITY OF SALISBURY; TOWN OF LANDIS

Grants Creek Trib 53.2

At the confluence with Grants Creek

Approximately 1,970 feet upstream of West 17th Street 0.516 1

ROWAN COUNTY; TOWN OF LANDIS

Irish Buffalo Creek Trib 8

At the confluence with Irish Buffalo Creek

Approximately 1.689 miles upstream of confluence with Irish Buffalo Creek

1.689 2

ROWAN COUNTY; CITY OF SALISBURY

Jump and Run Branch

At the confluence with Grants Creek

Approximately 250 feet upstream of Willow Road 3.059 6

ROWAN Kerr Creek At the confluence with Sloans Creek

Approximately 0.545 mile upstream of SR#1613 7.446 10

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-85

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ROWAN Little Creek At the confluence with Third Creek

At the Rowan/Iredell County boundary 1.727 2

ROWAN Mill Creek At the Rowan/Cabarrus County boundary

Approximately 1,670 feet upstream of Enochville School Road

3.064 3

ROWAN North Second Creek At the confluence with South Yadkin River

At the confluence of Sloans Creek 10.715 5

ROWAN North Second Creek Trib 32

At the confluence with North Second Creek

Approximately 0.8 mile upstream of the confluence with North Second Creek

0.8 1

ROWAN North Second Creek Trib 32.1

At the confluence with North Second Creek Trib 32

Approximately 0.5 mile upstream of the confluence with North Second Creek Trib 32

0.5 0

ROWAN Park Creek At the Rowan/Cabarrus County boundary

Approximately 1.089 miles upstream of Smith Road 3.948 2

ROWAN Peeler Branch At the confluence with Second Creek Trib 33

Approximately 800 feet upstream of Sides Road 1.2 2

ROWAN Second Creek At the confluence with Yadkin River At Winding Brook Lane 18.471 12

ROWAN Second Creek Trib 5 At the confluence with Second Creek

Approximately 0.658 mile upstream of confluence with Second Creek

0.658 0

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-86

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ROWAN Second Creek Trib 20

At the confluence with Second Creek At Fisher Road 3.073 4

ROWAN Second Creek Trib 21

At the confluence with Second Creek

Approximately 1,300 feet downstream of Lower Stone Church Road

0.326 0

ROWAN COUNTY; TOWN OF ROCKWELL

Second Creek Trib 22

At the confluence with Second Creek

Approximately 0.683 mile upstream of confluence with Second Creek

0.683 1

ROWAN Second Creek Trib 33

At the confluence with Second Creek

At the confluence of Peeler Branch 1.00 1

ROWAN Sills Creek At the confluence with Back Creek

Approximately 0.644 mile downstream of Rowan/ Iredell County boundary

8.968 5

ROWAN Sills Creek Trib 1 At the confluence with Sills Creek

At the Rowan/Iredell County boundary 0.692 0

ROWAN Sills Creek Trib 18 At the confluence with Sills Creek

Approximately 0.541 mile upstream of confluence with Sills Creek

0.541 0

ROWAN COUNTY; TOWN OF LANDIS

Slicky Rock Creek At the confluence with Irish Buffalo Creek

Approximately 1.68 miles upstream of confluence with Irish Buffalo Creek

1.68 1

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-87

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ROWAN Sloans Creek At the confluence with North Second Creek

Approximately 1,060 feet downstream of Brown Road 5.921 3

ROWAN Sloans Creek Trib 1 At the confluence with Sloans Creek

Approximately 500 feet upstream of Brown Road 0.384 1

ROWAN South Yadkin River At the confluence with Yadkin River

At the Davie/Iredell County boundary 24.473 5

ROWAN South Yadkin River Trib 31

At the confluence with South Yadkin River

Approximately 0.5 mile upstream of the confluence with South Yadkin River

0.5 0

ROWAN Third Creek At the confluence with South Yadkin River

At the Iredell/Rowan County boundary 19.417 8

ROWAN Withrow Creek At the confluence with North Second Creek

At the Rowan/Iredell County boundary 10.77 5

ROWAN Withrow Creek Trib 5

At the confluence with Withrow Creek

At the Rowan/Iredell County boundary 1.169 1

CITY OF SALISBURY Woodleaf Branch At the confluence with Grants

Creek Trib 35 Approximately 770 feet upstream of Sherwood Street 0.574 4

ROWAN Yadkin River At the Rowan/Stanley County boundary

Approximately 1,000 feet upstream of Rowan/Davie County boundary

28.382 7

ROWAN Yadkin River Trib 23 At the confluence with Yadkin River

Approximately 1.08 miles upstream of confluence with Yadkin River

1.08 0

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-88

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

ROWAN Yadkin River Trib 23.2

At the confluence with Yadkin River Trib 23

At the Rowan/Stanly County boundary 1.393 1

STANLY Big Bear Creek At the confluence with Long Creek

Approximately 550 feet upstream of NC-49 20.392 13

STANLY Big Bear Creek Trib 32

At the confluence with Big Bear Creek

Approximately 0.505 mile upstream of confluence with Big Bear Creek

0.505 0

STANLY Big Bear Creek Trib 39

At the confluence with Big Bear Creek

Approximately 420 feet upstream of Peaceful Lane 0.481 1

STANLY Big Bear Creek Trib 59

At the confluence with Big Bear Creek

Approximately 275 feet downstream of the Stanly/ Cabarrus County boundary

1 2

STANLY Big Cedar Creek At the confluence with Rocky River

Approximately 1,300 feet upstream of Whitley Road 2.254 2

STANLY Cedar Creek Trib 1 At the confluence with Cedar Creek

Approximately 1.2 miles upstream of the confluence with Cedar Creek

1.2 0

STANLY Cedar Creek Trib 2 At the confluence with Cedar Creek

Approximately 1.2 miles upstream of the confluence with Cedar Creek

1.2 1

STANLY Coopers Creek At the confluence with Rocky River

Approximately 1.042 miles upstream of Old Davis Road 1.933 2

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-89

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

STANLY COUNTY; TOWN OF RICHFIELD

Curl Tail Creek At the confluence with Riles Creek

Approximately 0.502 mile downstream of Wesley Chapel Road

4.423 6

STANLY East Prong Rock Hole Creek

Approximately 150 feet downstream of Polk Ford Road

Approximately 1,900 feet upstream of West Stanly Street

1.809 2

STANLY Hardy Creek At the confluence with Rocky River

Approximately 1,100 feet upstream of Cottonville Road 5.488 4

STANLY Island Creek At the confluence with Rocky River

Approximately 0.928 mile upstream of Pless Mill Road 7.567 6

STANLY Island Creek Trib 4 At the confluence with Island Creek

Approximately 440 feet downstream of Drye Hill Road 0.632 1

STANLY Island Creek Trib 5 At the confluence with Island Creek

Approximately 0.425 mile upstream of confluence with Island Creek

0.425 0

STANLY Jacks Branch At the confluence with Rocky River

Approximately 0.761 mile upstream of confluence with Rocky River

0.761 1

STANLY Jacobs Creek At the confluence with Pee Dee River

Approximately 0.833 mile downstream of Dennis Road 3.916 1

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-90

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

STANLY Little Bear Creek (into Big Bear Creek)

At the confluence with Big Bear Creek

At the Stanly/Cabarrus County boundary 2.458 3

STANLY Little Bear Creek (into Long Creek)

At the confluence with Long Creek

Approximately 1,600 feet downstream of Fink Road 7.009 4

STANLY Little Bear Creek Trib 16

At the confluence with Little Bear Creek

Approximately 420 feet upstream of NC-24&24&27 0.589 1

STANLY Little Bear Creek Trib 24

At the confluence with Little Bear Creek

Approximately 900 feet upstream of Canton Road 1.077 1

STANLY Little Cedar Creek At the confluence with Rocky River

Approximately 0.379 mile upstream of US-52 1.124 2

STANLY Little Creek (into Big Bear Creek)

At the confluence with Big Bear Creek

Approximately 770 feet upstream of Old Concord Road 3.481 3

STANLY Little Creek (into Long Creek)

At the confluence with Long Creek

Approximately 570 feet upstream of Western Road 5.279 4

STANLY Little Long Creek Approximately 0.530 mile upstream of Carter Road At Gene Road 0.822 1

STANLY Little Mountain Creek

Approximately 80 feet upstream of Airport Road (SR 1549)

Approximately 1.0 mile upstream of Barnhardt Road (SR 1545)

1.691 6

STANLY Long Creek At Austin Road Approximately 0.606 mile upstream of Matton Grove Road

6.661 6

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-91

Appendix D

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

STANLY COUNTY; CITY OF ALBEMARLE

Long Creek At the confluence with Rocky River

At the confluence of Little Long Creek 10.998 5

STANLY Long Creek Trib 42 At the confluence with Long Creek

Approximately 790 feet upstream of Pennington Road 0.671 1

STANLY Long Creek Trib 43 At the confluence with Long Creek

Approximately 970 feet downstream of Austin Road 0.857 0

STANLY Mountain Creek Just upstream of SR 1535 (Palestine Road)

Approximately 230 feet downstream of NC-740 4.2 3

STANLY Mountain Creek Trib 8

At the confluence with Mountain Creek At Stony Hill Road 0.5 1

STANLY Pee Dee River Trib 10

At the confluence with Pee Dee River

Approximately 460 feet upstream of Hydro Road 1.689 2

STANLY Pee Dee River Trib 11

At the confluence with Pee Dee River

Approximately 210 feet downstream of Old Thompson Road

1 1

STANLY Pee Dee River Trib 12

At the confluence with Pee Dee River

Approximately 0.9 mile upstream of the confluence with Pee Dee River

0.9 1

STANLY Pee Dee River Trib 13

At the confluence with Pee Dee River

Approximately 0.9 mile upstream of the confluence with Pee Dee River

0.9 0

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-92

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

STANLY Pole Bridge Creek At the confluence with Little Bear Creek

Approximately 0.644 mile upstream of Lambert Road 2.175 2

STANLY Pumpkin Creek At the confluence with Rocky River

Approximately 0.504 mile upstream of confluence with Rocky River

0.504 0

STANLY Ramsey Creek At the confluence with Big Bear Creek

Approximately 890 feet upstream of Canton Road 3.849 5

STANLY Riles Creek At the Stanly/Rowan County boundary

Approximately 1.089 miles upstream of Willie Road 3.252 1

STANLY Rock Creek Approximately 680 feet upstream of Rock Creek Drive

Approximately 0.499 mile upstream of Rock Creek Drive 0.47 0

STANLY COUNTY; TOWN OF STANFIELD

Rock Hole Branch At the confluence with Rock Hole Creek

Approximately 650 feet downstream of NC-200 1.996 1

STANLY COUNTY; TOWN OF STANFIELD

Rock Hole Creek At the confluence with Rocky River

Approximately 135 feet upstream of SR 1147 (Polk Ford Road)

4.257 4

STANLY Rocky River Trib 56 At the confluence with Rocky River

Approximately 530 feet upstream of Loop Road 0.673 1

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-93

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

STANLY Rocky River Trib 61 At the confluence with Rocky River

Approximately 0.2 mile upstream of Roberts Loop Road

1.1 1

STANLY Rocky River Trib 61.1

At the confluence with Rocky River Trib 61

Approximately 0.6 mile upstream of the confluence with Rocky River Trib 61

0.6 0

STANLY Rocky River Trib 62 At the confluence with Rocky River

Approximately 0.7 mile upstream of the confluence with Rocky River

0.7 0

STANLY Running Creek At the confluence with Big Bear Creek

Approximately 1,800 feet downstream of Rowland Road 2.146 2

STANLY Scaly Bark Branch At the confluence with Long Creek

Approximately 1,850 feet upstream of Saint Martin Road 0.973 1

STANLY South Ugly Creek At the confluence with Hardy Creek

Approximately 1.02 miles upstream of confluence with Hardy Creek

1.02 0

STANLY COUNTY; TOWN OF OAKBORO

Stony Run At the confluence with Big Bear Creek At Running Creek Church Road 9.6 9

STANLY Stony Run Trib 11 At the confluence with Stony Run

Approximately 750 feet upstream of Liberty Hill Church Road

0.48 1

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-94

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

STANLY Town Creek Just upstream of SR 1214 (Austin Road)

Approximately 1,500 feet upstream of Henderson Road 1.481 1

STANLY Town Creek Trib 10 At the confluence with Town Creek

Approximately 550 feet upstream of Burris-Burleson Road

0.976 2

STANLY Ugly Creek At the confluence with Hardy Creek

Approximately 1,050 feet upstream of South Stanly School Road

0.735 1

STANLY Yadkin River At the confluence with Pee Dee River

At the Stanly/Rowan County boundary 13.015 0

STOKES Crooked Run Creek At the confluence with Little Yadkin River

At the Stokes/Forsyth County boundary 2.462 2

STOKES Crooked Run Creek At the Stokes/Forsyth County boundary

Approximately 0.196 mile upstream of Stokes/ Forsyth County boundary

0.196 0

STOKES Crooked Run Creek Trib 10

Approximately 200 feet downstream of Meadowbrook Drive

At the Stokes/Forsyth County boundary 0.564 1

STOKES East Prong Little Yadkin River

At the confluence with Little Yadkin River

Approximately 600 feet downstream of Marshall Smith Road

3.538 3

STOKES Little Yadkin River At the Stokes/Forsyth County boundary

Approximately 1.269 miles upstream of Old 52 Road 9.37 5

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-95

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

STOKES Little Yadkin River Trib 3

At the confluence with Little Yadkin River

Approximately 1,930 feet upstream of West Westmoreland Road

0.394 1

STOKES Little Yadkin River Trib 6

At the confluence with Little Yadkin River

Approximately 1,580 feet upstream of West Old Phillips Road

0.424 1

STOKES West Prong Little Yadkin River

At the confluence with Little Yadkin River

Approximately 1,970 feet upstream of Brims Grove Road 5.783 5

STOKES West Prong Little Yadkin River Trib 6

At the confluence with West Prong Little Yadkin River

Approximately 0.501 mile upstream of confluence with West Prong Little Yadkin River

0.501 1

STOKES West Prong Little Yadkin River Trib 12

At the confluence with West Prong Little Yadkin River

Approximately 1.2 miles upstream of confluence with Little Yadkin River

1.17 1

SURRY Ararat River At the confluence with Yadkin River

At the confluence with Stewarts Creek 23.6 8

SURRY Ararat River Trib 1 At the confluence with Ararat River

Approximately 0.907 mile upstream of confluence with Ararat River

0.907 2

SURRY Ararat River Trib 10.1

At the confluence with Ararat River Trib 10

Approximately 0.4 mile upstream of Aims Avenue 0.70 3

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Ararat River Trib 59 At the confluence with Ararat River

Approximately 0.593 mile upstream of confluence with Ararat River

0.593 0

SURRY Ararat River Trib 62 At the confluence with Ararat River

Approximately 700 feet upstream of Pilot Church Road 0.929 1

SURRY Ararat River Trib 62.3

At the confluence with Ararat River Trib 62

Approximately 1.052 miles upstream of confluence with Ararat River Trib 62

1.052 0

SURRY Ararat River Trib 63 At the confluence with Ararat River

Approximately 0.625 mile upstream of Reeves Road 0.818 3

SURRY Ararat River Trib 65 At the confluence with Ararat River

Approximately 0.379 mile upstream of John Scott Road 0.671 1

SURRY Bear Creek At the confluence with Fisher River

Approximately 1,800 feet downstream of US-601 1.334 0

SURRY Beaver Creek At the confluence with Fisher River

Approximately 0.833 mile upstream of Simpson Mill Road 2.704 1

SURRY Beaverdam Creek At the confluence with Little Fisher River

Approximately 1,500 feet upstream of West Pine Street 2.394 3

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-97

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY COUNTY; TOWN OF MOUNT AIRY

Beech Creek Approximately 0.3 mile upstream of the confluence with Stewarts Creek

Approximately 0.4 mile upstream of Branch Road 2 3

SURRY Benson Creek Approximately 650 feet upstream of the confluence with Stewarts Creek

Approximately 0.844 mile upstream of confluence with Stewarts Creek

0.721 2

SURRY Brendle Branch At the confluence with Camp Creek

Approximately 0.729 mile upstream of I-77 0.735 2

SURRY Brushy Fork Approximately 1,700 feet upstream of Paul's Creek

Approximately 0.384 mile upstream of White Pines Country Club Road

1.38 4

SURRY Brushy Fork Trib 4 At the confluence with Brushy Fork

Approximately 0.471 mile upstream of confluence with Brushy Fork

0.471 0

SURRY Bull Creek At the confluence with Ararat River

Approximately 80 feet downstream of Home Place Road

5.223 3

SURRY Butler Creek At the confluence with Mitchell River

Approximately 140 feet upstream of Luffman Road 0.504 1

SURRY Caddle Creek At the confluence with Ararat River

Approximately 300 feet upstream of Siloam Road 1.75 1

SURRY Camp Branch At the confluence with Fisher River

Approximately 78 feet upstream of West Pine Street 0.599 4

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Appendix D

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Camp Creek At the confluence with Mitchell River

Approximately 0.691 mile upstream of I-77 2.364 4

SURRY Candiff Creek At the confluence with Yadkin River

Approximately 1.150 miles upstream of River-Siloam Road 2.196 2

SURRY Candiff Creek Trib 2 At the confluence with Candiff Creek

Approximately 1,800 feet downstream of Poindexter Road

0.664 0

SURRY Candiff Creek Trib 6 At the confluence with Candiff Creek

Approximately 1,050 feet upstream of River-Siloam Road 0.709 1

SURRY Champ Creek Approximately 400 feet upstream of Slate Road

Approximately 570 feet upstream of McBride Road 0.661 0

SURRY Chinquapin Creek At the confluence with Toms Creek

Approximately 0.625 mile upstream of Old Westfield Road

1.046 1

SURRY Christian Creek At the confluence with Mitchell River

Approximately 880 feet downstream of Corbet Cockerham Road

0.527 0

SURRY Cody Creek At the confluence with Fisher River

Approximately 1,700 feet upstream of John Davis Road 3.013 2

SURRY Cooks Creek At the confluence with Fisher River

Approximately 0.398 mile upstream of Wilson Road 2.52 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Davenport Creek At the confluence with Fisher River

Approximately 0.607 mile upstream of confluence with Fisher River

0.607 0

SURRY Double Creek At the confluence with Yadkin River

Approximately 0.682 mile upstream of SR#2229 3.453 3

SURRY Dunagan Creek At the confluence with Fisher River

Approximately 1,970 feet upstream of Buckfork Road 0.626 1

SURRY Dutchman Creek At the confluence with Yadkin River

Approximately 1,600 feet upstream of East Main Street 0.506 1

SURRY Faulkner Creek Approximately 350 feet downstream of Welcome Baptist Church Road

Approximately 0.625 mile downstream of Winesap Lane 2.776 5

SURRY Fisher River At the confluence with Yadkin River

At the North Carolina/ Virginia State boundary 42.516 26

SURRY Fisher River Trib 43 At the confluence with Fisher River

Approximately 580 feet upstream of Tobe Hudson Road

0.496 1

SURRY Fisher River Trib 66 At the confluence with Fisher River

Approximately 1.112 miles upstream of confluence with Fisher River

1.112 0

SURRY Fisher River Trib 75 At the confluence with Fisher River

Approximately 0.511 mile upstream of Rockford Road 0.782 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Flat Branch At the confluence with South Fork Mitchell River

Approximately 0.848 mile downstream of Zephyr-Mountain Park Road

0.587 0

SURRY Flat Shoal Creek At the confluence with Ararat River

Approximately 440 feet upstream of Simmons Road 4.874 8

SURRY Flat Shoal Creek Trib 13

At the confluence with Flat Shoal Creek

Approximately 1,946 feet downstream of SR#2012 0.77 0

SURRY Grassy Creek At the confluence with Yadkin River

Approximately 0.511 mile upstream of Pilot Knob Park Road

8.806 8

SURRY Grassy Creek At the Surry/Wilkes County boundary

Approximately 390 feet downstream of W Carter Mill Road

0.291 0

SURRY Grassy Creek Trib 6 At the confluence with Grassy Creek

At the Surry/Stokes County boundary 0.324 0

SURRY Grassy Creek Trib 8 At the confluence with Grassy Creek

Approximately 0.802 mile upstream of confluence with Grassy Creek

0.802 1

SURRY Grassy Creek Trib 13 At the confluence with Grassy Creek

Approximately 360 feet upstream of Mount Zion Road 0.727 1

SURRY Grassy Creek Trib 14 At the confluence with Grassy Creek

Approximately 0.258 mile upstream of confluence with Grassy Creek

0.258 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Grassy Creek Trib 14.1

At the confluence with Grassy Creek Trib 14.2

Approximately 150 feet downstream of Pinnacle Hotel Road

1.198 0

SURRY Grassy Creek Trib 14.2

At the confluence with Grassy Creek Trib 14

Approximately 0.621 mile upstream of confluence with Grassy Creek Trib 14

0.621 0

SURRY Grassy Creek Trib 14.2.1

At the confluence with Grassy Creek Trib 14.2

Approximately 0.45 mile upstream of confluence with Grassy Creek Trib 14.2

0.45 0

SURRY Grassy Creek Trib 14.2.2

At the confluence with Grassy Creek Trib 14.2

Approximately 0.748 mile upstream of Pinnacle Hotel Road

1.292 1

SURRY Grassy Creek Trib 17 At the confluence with Grassy Creek

Approximately 950 feet downstream of Shadow Creek Trail

0.489 0

SURRY Grassy Creek Trib 21 At the confluence with Grassy Creek

Approximately 1.031 miles upstream of confluence with Grassy Creek

1.031 0

SURRY Grassy Creek Trib 22 At the confluence with Grassy Creek

Approximately 1.07 miles upstream of confluence with Grassy Creek

1.07 0

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-102

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Grassy Creek Trib 23 At the confluence with Grassy Creek

Approximately 0.409 mile upstream of confluence with Grassy Creek

0.409 0

SURRY Hatchers Creek At the confluence with Beaverdam Creek

Approximately 75 feet upstream of Beulah Road 0.451 1

SURRY Hogan Creek At the confluence with Yadkin River

Approximately 0.379 mile downstream of NC-268 7.625 6

SURRY Hogan Creek Trib 7 At the confluence with Hogan Creek

Approximately 950 feet downstream of Romcy Brown Road

0.723 0

SURRY Hogan Creek Trib 10 At the confluence with Hogan Creek

Approximately 0.475 mile upstream of confluence with Hogan Creek

0.475 0

SURRY Horne Creek At the Surry/Yadkin County boundary

Approximately 1,960 feet downstream of Hauser Road 1.607 2

SURRY Horne Creek Trib 4 At the confluence with Horne Creek

Approximately 0.511 mile upstream of Hauser Road 0.596 1

SURRY Horns Branch At the confluence with King Creek

Approximately 1,350 feet upstream of US-601 0.416 1

SURRY Jackson Creek At the confluence with Cooks Creek

Approximately 0.511 mile downstream of Wilson Road 1.038 0

SURRY Jackson Creek Trib 4 At the confluence with Jackson Creek

Approximately 75 feet downstream of Smith Road 0.515 0

Appendix D

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SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Johnson Creek At the confluence with Ararat River

Approximately 1.394 miles upstream of confluence with Ararat River

1.394 1

SURRY King Creek At the confluence with Cody Creek

Approximately 580 feet downstream of US-601 1.792 1

SURRY Little Beaver Creek At the confluence with Fisher River

At North Copeland School Road 2.637 3

SURRY Little Creek At the confluence with Snow Creek

Approximately 1.212 miles upstream of Melton Road 5.503 6

SURRY Little Fisher River At the confluence with Fisher River

Approximately 520 feet downstream of Lowe Road 11.206 8

SURRY Little Fisher River Trib 17

At the confluence with Little Fisher River At West Pine Street 0.534 1

SURRY Little Fisher River Trib 17.1

At the confluence with Little Fisher River At Dakota Trail 0.532 1

SURRY Little Fisher River Trib 18

At the confluence with Little Fisher River

Approximately 0.792 mile downstream of I-74 0.806 0

SURRY Little Yadkin River At the confluence with Yadkin River

At the Surry/Forsyth County boundary 0.774 0

SURRY Long Creek At the confluence with Thompsons Branch

Approximately 1.693 miles upstream of confluence with Thompsons Branch

1.693 0

SURRY Lovills Creek Approximately 0.833 mile upstream of Greenhill Road

At the North Carolina/ Virginia State boundary 0.649 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Mill Creek At the confluence with Mitchell River

Approximately 250 feet upstream of Ed Nixon Road 1.479 2

SURRY Mitchell River At the confluence with Yadkin River

Approximately 0.545 mile downstream of Haystack Road 21.841 13

SURRY Moores Fork Approximately 1,700 feet upstream of Stewarts Creek

Approximately 0.511 mile upstream of Race Track Road 0.756 1

SURRY Moores Fork Trib 10 At the confluence with Moores Fork

Approximately 1,300 feet upstream of West Pine Street 0.506 1

SURRY North Prong South Fork Mitchell River

At the confluence with South Fork Mitchell River

Approximately 0.587 mile upstream of Rams Ridge Trail 3.041 4

SURRY Pheasant Creek At the confluence with Fisher River

Approximately 1,600 feet upstream of Chandler Road 0.913 1

SURRY Pilot Creek At the confluence with Ararat River

Approximately 800 feet upstream of Leonard Road 4.915 9

SURRY Pilot Creek Trib 2 At the confluence with Pilot Creek

Approximately 0.391 mile upstream of confluence with Pilot Creek

0.391 0

SURRY Pilot Creek Trib 8 At the confluence with Pilot Creek

Approximately 1,450 downstream of Black Mountain Road

0.726 0

SURRY Pilot Creek Trib 10 At the confluence with Pilot Creek

Approximately 0.479 mile upstream of confluence with Pilot Creek

0.479 1

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Appendix D

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Pilot Creek Trib 11 At the confluence with Pilot Creek

Approximately 0.4 mile upstream of Jim McKinney Road

0.435 1

SURRY Potters Creek At the confluence with Mitchell River

Approximately 0.814 mile downstream of Haystack Road 0.872 0

SURRY Ring Creek At the confluence with Little Fisher River

Approximately 0.462 mile downstream of Bryant Road 1.072 2

SURRY Rutledge Creek At the confluence with Ararat River

Approximately 1.742 miles upstream of Reeves Mill Road 5.059 4

SURRY Skin Cabin Creek At the confluence with Ararat River

Approximately 0.7 mile upstream of Stanford Church Road

2.3 1

SURRY Snow Creek At the confluence with Mitchell River

Approximately 1.288 miles upstream of I-77 9.834 7

SURRY Snow Creek Trib 17 At the confluence with Snow Creek

Approximately 1,230 feet downstream of Stanley Mill Road

0.62 0

SURRY South Fork Mitchell River

At the confluence with Mitchell River

Approximately 0.960 mile downstream of Surry/ Alleghany County boundary

16.723 10

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-106

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY South Fork Mitchell River Trib 14

At the confluence with South Fork Mitchell River

Approximately 330 feet upstream of Oscar Calloway Road

0.622 2

SURRY South Fork Mitchell River Trib 14.2

At the confluence with South Fork Mitchell River Trib 14

Approximately 0.383 mile upstream of Wolfe Road 0.553 2

SURRY South Fork Mitchell River Trib 14.3

At the confluence with South Fork Mitchell River Trib 14

Approximately 330 feet downstream of Abe Mayes Road

0.574 0

SURRY South Fork Mitchell River Trib 21

At the confluence with South Fork Mitchell River

Approximately 120 feet downstream of Pat Nixon Road 0.551 0

SURRY Stewarts Creek (downstream)

At the confluence with Ararat River

Approximately 0.2 mile upstream of the confluence with Ararat River

0.2 0

SURRY Stewarts Creek (upstream)

Approximately 0.9 mile downstream of VA/NC boundary

At the North Carolina/Virginia State boundary 0.9 0

SURRY Stewarts Creek Trib 22

At the confluence with Stewarts Creek

Approximately 200 feet upstream of Oak Ridge Drive 1.878 2

SURRY Stewarts Creek Trib 22.1

At the confluence with Stewarts Creek Trib 22

Approximately 0.789 mile upstream of confluence with Stewarts Creek Trib 22

0.789 0

SURRY Stoney Creek At the confluence with Ararat River At Mills Road 5.1 10

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-107

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Thompsons Branch At the confluence with Mitchell River

Approximately 0.852 mile downstream of Alleghany/ Surry County boundary

2.688 3

SURRY Toms Creek Approximately 1.534 miles downstream of SR #2024

Approximately 0.5 mile upstream of the confluence of Chinquapin Creek

7.6 8

SURRY COUNTY; TOWN OF MOUNT AIRY

Toms Creek Trib 14 At the confluence with Toms Creek

Approximately 0.530 mile upstream of Harris Farm Lane 1.264 5

SURRY Toms Creek Trib 17 At the confluence with Toms Creek

Approximately 0.262 mile upstream of confluence with Toms Creek

0.262 0

SURRY Toms Creek Trib 17.1

At the confluence with Toms Creek Trib 17

Approximately 0.247 mile upstream of confluence with Toms Creek Trib 17

0.247 0

SURRY Toms Creek Trib 17.2

At the confluence with Toms Creek Trib 17

Approximately 0.616 mile downstream of SR#2012 0.794 0

SURRY Turkey Creek At the confluence with Yadkin River

Approximately 0.544 mile upstream of NC-268 0.75 1

SURRY West Double Creek At the confluence with Double Creek

Approximately 1.345 miles upstream of Old Rockford Road

2.174 1

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-108

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY West Double Creek Trib 6

At the confluence with West Double Creek

Approximately 360 feet downstream of Robert Burrus Road

1.268 1

SURRY West Double Creek Trib 6.1

At the confluence with West Double Creek Trib 6

Approximately 0.446 mile upstream of confluence with West Double Creek Trib 6

0.446 0

SURRY Whittier Creek At the confluence with Bull Creek

Approximately 1.553 miles upstream of confluence with Bull Creek

1.553 0

SURRY Wood Branch At the confluence with South Fork Mitchell River

Approximately 1,760 feet downstream of Ambrose Creek Road

0.813 0

SURRY AND YADKIN Yadkin River At the Yadkin/Surry/Forsyth

County boundary Just upstream of Interstate 77 30.8 6

SURRY Yadkin River Trib 5 At the confluence with Yadkin River

Approximately 980 feet upstream of Foust Lane 0.494 1

SURRY Yadkin River Trib 12 At the confluence with Yadkin River At Cockerham Road 0.82 1

SURRY Yadkin River Trib 25 At the confluence with Yadkin River

Approximately 0.947 mile upstream of Rockford Road 0.993 2

SURRY Yadkin River Trib 28 At the confluence with Yadkin River

Approximately 1,020 feet downstream of Old Rockford Road

0.576 0

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Appendix D

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

SURRY Yadkin River Trib 37 At the confluence with Yadkin River

Approximately 1,200 feet upstream of John Mickles Road 0.816 1

UNION Adams Branch At the confluence with Richardson Creek

Approximately 0.492 mile upstream of Richardson Road 3.79 3

UNION Adams Branch Trib 19

At the confluence with Adams Branch

Approximately 0.548 mile upstream of confluence with Adams Branch

0.548 0

UNION Austin Branch At the confluence with Salem Creek

Approximately 0.568 mile upstream of Austin Grove Road

1.993 1

UNION Barkers Branch At the confluence with Lanes Creek

Approximately 1,200 feet upstream of Tanner Road 3.251 4

UNION Beaverdam Creek (into Lanes Creek)

At the confluence with Lanes Creek

Approximately 900 feet downstream of Snyders Store Road

11.402 7

UNION Beaverdam Creek (into Richardson Creek Trib 80)

At the confluence with Richardson Creek Trib 80

Approximately 0.6 mile upstream of the confluence with Richardson Creek Trib 80

0.6 1

UNION Beaverdam Creek Trib 13

At the confluence with Beaverdam Creek (into Lanes Creek)

Approximately 0.794 mile upstream of confluence with Beaverdam Creek (into Lanes Creek)

0.794 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Beaverdam Creek Trib 13.2

At the confluence with Beaverdam Creek Trib 13

Approximately 0.7 mile upstream of SR 1902 (Doctor Blair Road)

1 1

UNION Beaverdam Creek Trib 13.2.1

At the confluence with Beaverdam Creek Trib 13.2

Approximately 0.6 mile upstream of confluence with Beaverdam Creek Trib 13.2

0.582 1

UNION Beaverdam Creek Trib 16

At the confluence with Beaverdam Creek

Approximately 0.455 mile upstream of confluence with Beaverdam Creek

0.455 0

UNION Becky Branch At the confluence with Salem Creek At Brice Griffin Road 1.972 1

UNION Becky Branch Trib 6 At the confluence with Becky Branch

Approximately 330 feet upstream of Old Lawyers Road 0.95 2

UNION Becky Branch Trib 10

At the confluence with Becky Branch

Approximately 0.4 mile upstream of SR 1736 (Old Lawyers Road)

1.046 2

UNION Brandon Branch At the confluence with Gold Branch

Approximately 1,050 feet upstream of Sugar & Wine Road

1.554 2

UNION Brown Creek At the Union/Anson County boundary

At the North Carolina/ South Carolina State boundary 4.485 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Brown Creek Trib 16 At the confluence with Brown Creek

Approximately 950 feet upstream of Zion Church Road 0.957 1

UNION Buck Branch At the confluence with Little Richardson Creek

Approximately 700 feet downstream of Mangum Dairy Road

3.334 2

UNION Buffalo Creek At the North Carolina/South Carolina State boundary

Approximately 0.795 mile upstream of Jack Davis Road 4.009 5

UNION Buffalo Creek Trib 2 At the confluence with Buffalo Creek

Approximately 1,000 feet upstream of Trinity Church Road

2.384 1

UNION Bull Branch At the confluence with Richardson Creek

Approximately 300 feet downstream of Ellis Griffin Road

2.619 3

UNION Camp Branch At the confluence with Bearskin Creek

Approximately 1,700 feet upstream of Weddington Road 1.69 1

UNION Carolina Creek At the confluence with Lanes Creek

Approximately 0.587 mile upstream of Vann Sneed Road 3.582 4

UNION Cedar Branch At the confluence with Lanes Creek

Approximately 0.531 mile upstream of confluence with Lanes Creek

0.531 1

UNION Chinkapin Creek At the confluence with Stewarts Creek At Morgan Mill Road 2.078 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Clear Creek At the Union/Cabarrus County boundary

Approximately 1.364 miles upstream of Concord Hwy 3.025 2

UNION Cool Spring Branch At the confluence with Lanes Creek

Approximately 1,500 feet downstream of Leonard Morgan Road

2.469 1

UNION Cowpens Branch At the confluence with Wicker Branch

Approximately 0.663 mile upstream of Medlin Road 1.807 3

UNION Crisco Branch At the confluence with Rocky River

Approximately 0.398 mile downstream of Army Road 1.466 0

UNION Crooked Creek At the confluence with Rocky River At Concord Hwy 11.073 0

NION COUNTY; TOWN OF UNIONVILLE

Crooked Creek Trib 5

At the confluence with Crooked Creek

Approximately 450 feet upstream of SR 1611 (Clontz Long Road)

1.2 3

UNION COUNTY; CITY OF MONROE

Dry Fork At the confluence with Bearskin Creek

Approximately 1,350 upstream of North Rocky River Road 3.194 4

UNION Duck Creek At the confluence with Goose Creek

At the Union/Mecklenburg County boundary 6.392 6

UNION Duck Creek Trib 4 At the confluence with Duck Creek

Approximately 0.5 mile upstream of the confluence with Duck Creek

0.5 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Duck Creek Trib 9 At the confluence with Duck Creek

Approximately 330 feet downstream of Crowell Dairy Road

1.9 1

UNION Duck Creek Trib 14 At the confluence with Duck Creek At Union Road 3.052 2

UNION East Fork Stewarts Creek

At the confluence with Stewarts Creek

Approximately 0.852 mile upstream of SR#1505 3.417 6

UNION East Fork Stewarts Creek Trib 7

At the confluence with East Fork Stewarts Creek

Approximately 1,400 feet upstream of SR#2482 0.63 2

UNION Flag Branch (into Chinkapin Creek)

At the confluence with Chinkapin Creek At Morgan Mill Road 0.816 0

UNION Flag Branch (into Rays Fork)

At the confluence with Rays Fork

Approximately 1.098 miles upstream of Old Pageland Monroe Road

4.286 4

UNION Gibbs Branch At the confluence with Mill Creek At Arant Road 1.414 2

UNION Gold Branch (into Gourdvine Creek)

At the confluence with Gourdvine Creek

Approximately 0.455 mile upstream of Marshville-Olive Branch Road

1.083 1

UNION Gold Branch At the confluence with Richardson Creek

Approximately 0.852 mile upstream of New Salem Road 2.3 2

UNION Goose Creek Approximately 500 feet downstream of SR 1524 (Stevens Mill Road)

At the Mecklenburg/Union County boundary 0.88 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Goose Creek At the confluence with Rocky River At NC-218 4.483 3

UNION COUNTY; TOWN OF STALLINGS

Goose Creek Trib 7 At the confluence with Goose Creek

Approximately 1.4 miles upstream of confluence with Goose Creek

1.4 0

UNION Goose Creek Trib 16 At the confluence with Goose Creek

Approximately 0.7 mile upstream of the confluence with Goose Creek

0.7 0

UNION Goose Creek Trib 22 At the confluence with Goose Creek

Approximately 0.5 mile upstream of the confluence with Goose Creek

0.5 0

UNION Goose Creek Trib 46 At the confluence with Goose Creek

Approximately 180 feet downstream of Roy Kindley Road

1.346 1

UNION Gourdvine Creek At the confluence with Richardson Creek

Approximately 1.572 miles upstream of Ansonville Road 5.608 4

UNION Gourdvine Creek Trib 15

At the confluence with Gourdvine Creek

Approximately 0.6 mile upstream of the confluence with Gourdvine Creek

0.6 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Gourdvine Creek Trib 18

At the confluence with Gourdvine Creek

Approximately 700 feet upstream of Lucy Short Cut Road

0.579 1

UNION Grassy Creek Trib 19 At the confluence with Grassy Creek

Approximately 0.621 mile upstream of confluence with Grassy Creek

0.621 1

UNION Grassy Creek Trib 20 At the confluence with Grassy Creek

Approximately 0.574 mile upstream of confluence with Grassy Creek

0.574 0

UNION Gum Log Branch At the confluence with Lanes Creek

Approximately 0.814 mile upstream of Jack Davis Road 2.393 1

UNION Haney Branch At the confluence with Beaverdam Creek

At Old Pageland Marshville Road 1.06 3

UNION Horsepen Branch At the confluence with Maple Springs Branch

Approximately 0.3 mile upstream of the confluence with Maple Springs Branch

0.3 0

UNION Jacks Branch At the confluence with Salem Creek

Approximately 0.663 mile downstream of Mills Harris Road

4.788 3

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-116

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Jacks Branch Trib 8 At the confluence with Jacks Branch

Approximately 0.126 mile upstream of confluence with Jacks Branch

0.404 0

UNION Lacey Branch At the Union/Anson County boundary

Approximately 2.083 miles upstream of Clonnie Strawn Road

2.604 1

UNION Lacey Branch Trib 5 At the confluence with Lacey Branch

Approximately 0.466 mile upstream of confluence with Lacey Branch

0.466 0

UNION Lanes Creek Approximately 0.417 mile upstream of Union/Anson County boundary

Approximately 960 feet upstream of Jack Davis Road 27.487 13

UNION Lanes Creek Trib 24 At the confluence with Lanes Creek

Approximately 0.436 mile downstream of Camden Road 0.603 1

UNION Lanes Creek Trib 30 At the confluence with Lanes Creek

Approximately 1.113 miles upstream of confluence with Lanes Creek

1.113 0

UNION Lanes Creek Trib 37 At the confluence with Lanes Creek

Approximately 0.417 mile upstream of Smith Town Road 0.818 1

UNION COUNTY; TOWN OF MARSHVILLE

Lick Branch At the confluence with Lanes Creek

Approximately 300 feet upstream of West Main Street 4.8 7

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-117

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

CITY OF MONROE

Lick Branch (into Stewarts Creek)

At the confluence with Stewarts Creek

Approximately 550 feet upstream of West Roosevelt Blvd

1.562 3

UNION Lick Branch Trib 15 At the confluence with Lick Branch

Approximately 550 feet downstream of Marshville Blvd 0.41 0

UNION COUNTY; TOWN OF MARSHVILLE

Lick Branch Trib 15.1

At the confluence with Lick Branch Trib 15

Approximately 0.5 mile upstream of US-74 (Marshville Boulevard)

0.599 2

UNION COUNTY; TOWN OF MARSHVILLE

Lick Branch Trib 15.2

At the confluence with Lick Branch Trib 15

Approximately 0.551 mile upstream of confluence with Lick Branch Trib 15

0.551 0

UNION Little Brown Creek At the confluence with Brown Creek

Approximately 0.795 mile upstream of Zion Church Road 1.709 1

UNION Little Mill Creek At the confluence with Mill Creek (into Richardson Creek) At Morgan Mill Road 0.841 0

UNION COUNTY; CITY OF MONROE

Little Richardson Creek

At the confluence with Richardson Creek

Approximately 0.417 mile upstream of Bruce Thomas Road

6.602 5

UNION Little Richardson Creek Trib 9

At the confluence with Little Richardson Creek

Approximately 0.789 mile upstream of confluence with Little Richardson Creek

0.789 0

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Appendix D

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Little Richardson Creek Trib 9A

At the confluence with Little Richardson Creek

Approximately 1 mile upstream of WG Medlin Road 1.471 3

UNION Little Richardson Creek Trib 16

At the confluence with Little Richardson Creek

Approximately 500 feet upstream of Acorn Lane 1.265 2

UNION Little Water Branch At the confluence with Water Branch

Approximately 180 feet downstream of NC-218 1.994 0

UNION Little Water Branch Trib 10

At the confluence with Little Water Branch

Approximately 0.7 mile upstream of confluence with Little Water Branch

0.784 1

UNION Long Branch At the confluence with Clear Creek

At the Union/Mecklenburg County boundary 0.897 1

UNION Lynches River At the North Carolina/South Carolina State boundary

Approximately 0.644 mile upstream of Circle South Ranch Road

5.405 4

UNION Lynches River Trib 6 At the confluence with Lynches River

Approximately 0.106 mile upstream of confluence with Lynches River

0.106 0

UNION Lynches River Trib 6.1

At the confluence with Lynches River Trib 6

Approximately 1,400 feet upstream of Trinity Church Road

0.823 1

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-119

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Maness Branch At the Union/Anson County boundary

Approximately 730 feet upstream of Nance-Tarlton Road

1.497 2

UNION Maple Springs Branch

At the confluence with Beaverdam Creek

Approximately 0.814 mile upstream of Faulks Church Road

0.939 1

UNION Meadow Branch At the confluence with Richardson Creek

Approximately 50 feet downstream of SR 1751 (Monroe-Ansonville Road)

3.752 1

UNION Meadow Branch Trib 13

At the confluence with Meadow Branch

Approximately 170 feet downstream of Wade-Rovie Road

0.882 1

UNION Meadow Branch Trib 14

At the confluence with Meadow Branch

Approximately 330 feet upstream of Monroe-Ansonville Road

0.688 2

UNION Meadow Branch Trib 21

At the confluence with Meadow Branch

Approximately 0.7 mile upstream of SR 1631 (McIntyre Road)

1.052 1

UNION Meadow Branch Trib 24

At the confluence with Meadow Branch

Approximately 0.7 mile upstream of the confluence with Meadow Branch

0.7 1

UNION Middle Fork Rays Fork

At the confluence with Rays Fork

Approximately 180 feet upstream of Old Monroe Marshville Road

2.521 3

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Appendix D

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Mill Creek At the confluence with Lanes Creek

At the North Carolina/ South Carolina State boundary 2.727 5

UNION Mill Creek (into Richardson Creek)

At the confluence with Richardson Creek At Morgan Mill Road 2.513 3

UNION Mountain Springs Branch

At the confluence with Wicker Branch

Approximately 1,800 feet upstream of Joe Griffin Road 0.891 2

UNION Norkett Branch At the confluence with Lanes Creek

Approximately 1,500 feet downstream of Landsford Road

3.831 2

UNION North Fork Crooked Creek Trib 8

At the confluence with North Fork Crooked Creek

Approximately 0.4 mile upstream of SR 1508 (Poplin Road)

1.54 3

UNION North Fork Crooked Creek Trib 11

At the confluence with North Fork Crooked Creek

Approximately 0.5 mile upstream of the confluence with North Fork Crooked Creek

0.5 0

UNION North Fork Crooked Creek Trib 12

At the confluence with North Fork Crooked Creek

Approximately 1.1 miles upstream of the confluence with North Fork Crooked Creek

0.56 1

UNION COUNTY; TOWN OF STALLINGS

North Fork Crooked Creek Trib 19

At the confluence with North Fork Crooked Creek

Approximately 350 feet upstream of Rockwell Drive 0.882 5

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION North Fork Crooked Creek Trib 22

At the confluence with North Fork Crooked Creek

Approximately 0.5 mile upstream of Stinson Hartis Road (State Road 1522)

0.91 1

UNION COUNTY; TOWN OF INDIAN TRAIL

North Fork Crooked Creek Trib 22.2

At the confluence with North Fork Crooked Creek Trib 22

Approximately 0.5 mile upstream of the confluence with North Fork Crooked Creek Trib 22

0.5 0

UNION North Fork Crooked Creek Trib 26

Approximately 0.60 upstream of confluence with North Fork Crooked Creek

At the Union/Mecklenburg County boundary 0.6 0

UNION COUNTY; TOWN OF STALLINGS

North Fork Crooked Creek Trib 27

At the confluence with North Fork Crooked Creek

Approximately 1,850 feet upstream of Stallings Road 1.05 3

NION; TOWN OF STALLINGS

North Fork Crooked Creek Trib 31

At the confluence with North Fork Crooked Creek

Approximately 0.5 mile upstream of the confluence with North Fork Crooked Creek

0.5 0

UNION Paddle Branch At the confluence with Goose Creek

Approximately 0.984 mile upstream of Rock Hill Church Road

3.216 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Polecat Creek At the North Carolina/South Carolina State boundary At Irby Road 3.827 4

UNION Polecat Creek Trib 8 At the confluence with Polecat Creek

Approximately 0.768 mile upstream of confluence with Polecat Creek

0.768 1

UNION Racoon Branch At the confluence with Buffalo Creek

Approximately 1.277 miles upstream of confluence with Buffalo Creek

1.277 1

UNION COUNTY; TOWN OF WINGATE

Rays Fork At the confluence with Richardson Creek

Approximately 1,880 feet upstream of White Store Road 8.028 8

UNION Reason Branch At the confluence with Rocky River

Approximately 1.269 miles upstream of Morgan Academy Road

1.855 2

UNION Reedy Branch At the confluence with Beaverdam Creek

Approximately 0.473 mile upstream of Camden Road 0.788 2

UNION COUNTY; CITY OF MONROE

Richardson Creek Approximately 0.578 mile downstream of WG Medlin Road

Approximately 1.987 miles upstream of Griffith Road 10.207 6

UNION Richardson Creek At the Union/Anson County boundary At the confluence of Rays Fork 22.322 8

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Richardson Creek Trib 28

At the confluence with Richardson Creek

Approximately 680 feet upstream of New Salem Road 1.751 2

UNION Richardson Creek Trib 30

At the confluence with Richardson Creek

Approximately 0.7 mile upstream of SR 1649 (Tarlton Mill Road)

0.96 1

UNION Richardson Creek Trib 36

At the confluence with Richardson Creek

Approximately 1.1 miles upstream of the confluence with Richardson Creek

1.318 1

UNION Richardson Creek Trib 76

Approximately 1,800 feet upstream of the confluence with Richardson Creek

At Sally Macfarms Drive 0.438 2

UNION Richardson Creek Trib 80

At the confluence with Richardson Creek

Approximately 0.3 mile upstream of SR 1007 (South Rocky River Road)

7.6 8

UNION Richardson Creek Trib 80.1

At the confluence with Richardson Creek Trib 80

Approximately 270 feet upstream of SR 1007 (South Rocky River Road)

UNION/ STANLY Rocky River At the confluence with Pee Dee

River At the Anson/Union County boundary 22.3 5

UNION Rocky River Trib 8 At the confluence with Rocky River

Approximately 1.6 miles upstream of the confluence with Rocky River

1.6 1

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-124

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Rocky River Trib 13 At the confluence with Rocky River

Approximately 1.2 miles upstream of the confluence with Rocky River

1.2 1

UNION Rocky River Trib 17 At the confluence with Rocky River

Approximately 1.2 miles upstream of the confluence with Rocky River

1.2 0

UNION Salem Creek At the confluence with Richardson Creek At NC-205 8.774 5

UNION Salem Creek Trib 19 At the confluence with Salem Creek At Old Lawyers Road 0.072 1

UNION Salem Creek Trib 19.2

At the confluence with Salem Creek Trib 19

Approximately 0.506 mile upstream of confluence with Salem Creek Trib 19

0.506 1

UNION Smith Branch At the confluence with Gourdvine Creek

Approximately 900 feet upstream of Marshville-Olive Branch Road

1.006 1

TOWN OF STALLINGS; TOWN OF INDIAN TRAIL

South Fork Crooked Creek Trib 3

At the confluence with South Fork Crooked Creek

Approximately 150 feet upstream of Kerry Greens Drive

0.502 2

TOWN OF INDIAN TRAIL

South Fork Crooked Creek Trib 11

At the confluence with South Fork Crooked Creek

Approximately 1,100 feet upstream of Unionville Indian Trail Road West

0.393 1

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-125

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION; TOWN OF INDIAN TRAIL

South Fork Crooked Creek Trib 11.1

At the confluence with South Fork Crooked Creek Trib 11

Approximately 0.5 mile upstream of the confluence with South Fork Crooked Creek

0.5 2

UNION; TOWN OF INDIAN TRAIL

South Fork Crooked Creek Trib 11.2

At the confluence with South Fork Crooked Creek Trib 11

Approximately 1,615 feet upstream of SR 1519 (Younts Road)

0.5 1

UNION COUNTY; TOWN OF INDIAN TRAIL

South Fork Crooked Creek Trib 19

At the confluence with South Fork Crooked Creek

Approximately 0.4 mile downstream of SR 1377 (Wesley Chapel Stouts Road)

1.6 2

UNION COUNTY; TOWN OF UNIONVILLE

South Fork Crooked Creek Trib 42

At the confluence with South Fork Crooked Creek

Approximately 730 feet upstream of SR 1367 (Unionville Indian Trail Road West)

1.2 2

UNION Spring Branch At the confluence with Meadow Branch

Approximately 70 feet upstream of West Elm Street 1.232 3

UNION Stegall Branch At the confluence with Richardson Creek

Approximately 1.085 miles upstream of confluence with Richardson Creek

1.085 0

CITY OF MONROE Stewarts Creek

Approximately 100 feet upstream of North Rocky River Road

Approximately 80 feet upstream of Myers Road 0.25 0

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-126

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION COUNTY; CITY OF MONROE

Stewarts Creek At the confluence with Richardson Creek At Morgan Mill Road 3.152 1

UNION COUNTY; CITY OF MONROE

Stewarts Creek Trib 17

At the confluence with Stewarts Creek

Approximately 350 feet downstream of Euclid Street 0.973 3

UNION Stewarts Creek Trib 24

At the confluence with Stewarts Creek

Approximately 700 feet upstream of Rolling Hills Drive 0.427 1

CITY OF MONROE

Stewarts Creek Trib 26

At the confluence with Stewarts Creek

Approximately 0.487 mile upstream of confluence with Stewarts Creek

0.487 0

NION COUNTY; CITY OF MONROE

Stewarts Creek Trib 39

At the confluence with Stewarts Creek

Approximately 0.6 mile upstream of confluence with Stewarts Creek

0.6 0

UNION Stumplick Branch At the confluence with Stewarts Creek

Approximately 1,700 feet upstream of Deese Road 0.776 1

UNION Wallace Branch At the confluence with Little Brown Creek

Approximately 1.004 miles upstream of Cheraw Road 2.458 2

UNION Water Branch At the confluence with Richardson Creek

Approximately 0.720 mile upstream of NC-218 3.53 3

UNION Water Branch Trib 8 At the confluence with Water Branch

Approximately Union/Anson County boundary 0.522 0

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-127

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

UNION Watson Creek At the confluence with Richardson Creek

Approximately 1,300 feet upstream of Baucom Manor Road

3.458 5

UNION Waxhaw Branch At the confluence with Lanes Creek

Approximately 0.473 mile upstream of Snyders Store Road

4.895 3

UNION Waxhaw Branch Trib 8

At the confluence with Waxhaw Branch

Approximately 0.398 mile upstream of Edwards Road 0.88 1

UNION Wicker Branch At the confluence with Lanes Creek

Approximately 0.511 mile upstream of Pageland Hwy 4.313 2

UNION Wide Mouth Branch At the Union/Anson County boundary

Approximately 350 feet upstream of Old Peachland Road

2.906 7

WATAUGA Elk Creek At the Watauga/Wilkes County boundary At James Hayes Road 9.359 12

WATAUGA Stony Fork Approximately 0.511 mile upstream of Watauga/Wilkes County boundary

Approximately 180 feet downstream of Stony Fork Road

1.834 4

WATAUGA Stony Fork Trib 6 At the confluence with Stony Fork

Approximately 350 feet upstream of Lawrence Greene Road

0.554 1

WATAUGA Wildcat Creek Approximately 1.534 miles upstream of Watauga/Wilkes County boundary

Approximately 1.1 miles upstream of Signal Tree Road 2.808 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES Beaver Creek At the confluence with Yadkin River

At the Wilkes/Caldwell County boundary 6.377 10

WILKES Beaver Creek Trib 3 At the confluence with Beaver Creek

Approximately 0.532 mile upstream of confluence with Beaver Creek

0.532 0

WILKES Beaver Creek Trib 7 At the confluence with Beaver Creek

Approximately 470 feet upstream of Livingston Road 0.494 1

WILKES Beaver Creek Trib 8 At the confluence with Beaver Creek

Approximately 0.6 mile upstream of the confluence with Beaver Creek

0.635 0

WILKES Big Branch At the confluence with Middle Prong Roaring River At Myrtle Lane 0.761 2

WILKES Big Bugaboo Creek At the confluence with Yadkin River

Approximately 0.473 mile downstream of Byrd Road 6.836 6

WILKES Big Sandy Creek At the confluence with East Prong Roaring River

Approximately 970 feet upstream of Traphill-Brown Road

2.288 2

WILKES Big Warrior Creek At the confluence with Warrior Creek

Approximately 2.267 miles upstream of NC-18 2.849 2

WILKES Big Warrior Creek Trib 3

At the confluence with Big Warrior Creek

Approximately 0.943 mile upstream of confluence with Big Warrior Creek

0.943 0

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES Big Warrior Creek Trib 4

At the confluence with Big Warrior Creek

Approximately 0.732 mile upstream of confluence with Big Warrior Creek

0.732 1

WILKES Blood Creek At the confluence with Warrior Creek

Approximately 1,440 feet upstream of Walsh Town Road 1.983 2

WILKES Brier Creek At the confluence with Yadkin River

Approximately 1,040 feet upstream of Ranse Staley Road

3.788 3

WILKES Brier Creek Trib 1 At the confluence with Brier Creek

Approximately 1.226 miles upstream of confluence with Brier Creek

1.226 1

WILKES Cane Creek At the confluence with West Prong Roaring River (North)

Approximately 0.862 mile upstream of Cane Creek Road 3.011 5

WILKES COUNTY; TOWN OF WILKESBORO

Cub Creek At the confluence with Yadkin River

Approximately 880 feet downstream of East Brocktown Road

6.189 9

WILKES Darnell Creek At the confluence with North Fork Reddies River At SR#1567 1.821 2

WILKES Double Creek At the confluence with Middle Prong Roaring River At Longbottom Road 1.884 2

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-130

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES Double Creek Trib 3 At the confluence with Double Creek

Approximately 0.513 mile upstream of confluence with Double Creek

0.513 1

WILKES Dugger Creek At the confluence with Elk Creek Approximately 310 feet upstream of Elk Creek Darby Road

0.887 1

WILKES East Prong Roaring River

At the confluence with Middle Prong Roaring River

Approximately 50 feet downstream of Stone Mountain Road

15.194 7

WILKES East Swan Creek At the confluence with Swan Creek

Approximately 0.907 mile upstream of confluence with Swan Creek

0.907 1

WILKES Elk Creek At the confluence with Yadkin River

At the Wilkes/Watauga County boundary 11.259 10

WILKES Elk Creek Trib 11 At the confluence with Elk Creek Approximately 1.611 miles upstream of confluence with Elk Creek

1.611 1

WILKES Elk Creek Trib 12 At the confluence with Elk Creek Approximately 2.026 miles upstream of confluence with Elk Creek

2.026 5

WILKES Elk Creek Trib 12.1 At the confluence with Elk Creek Trib 12

Approximately 1.15 miles upstream of confluence with Elk Creek Trib 12

1.15 0

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-131

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES Elk Creek Trib 12.2 At the confluence with Elk Creek Trib 12

Approximately 0.396 mile upstream of confluence with Elk Creek Trib 12

0.396 1

WILKES Elk Creek Trib 12.3 At the confluence with Elk Creek Trib 12

Approximately 0.535 mile upstream of confluence with Elk Creek Trib 12

0.535 0

WILKES Elkin Creek (River) At the confluence with Grassy Creek At Union Community Road 11.982 10

WILKES Elkin Creek Trib 14 At the confluence with Elkin Creek

Approximately 0.619 mile upstream of SR#1910 0.649 1

WILKES Fishing Creek At the confluence with Yadkin River

Approximately 100 feet downstream of Speedway Road

6.382 4

WILKES Fishing Creek Trib 9 At the confluence with Fishing Creek

Approximately 150 feet downstream of US-421 1.998 2

WILKES Fishing Creek Trib 9.1

At the confluence with Fishing Creek Trib 9

Approximately 70 feet downstream of US-421 0.466 0

WILKES Fletcher Creek At the confluence with South Prong Lewis Fork

Approximately 0.654 mile upstream of confluence with South Prong Lewis Fork

0.654 1

WILKES Gambill Creek At the confluence with West Prong Roaring River (North)

Approximately 120 feet downstream of SR#1731 0.627 0

Appendix D

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North Carolina Floodplain Mapping Program Cooperating Technical State

Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-132

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES Gladys Fork At the confluence with Stony Fork

Approximately 1,020 feet upstream of Mount Pleasant Road

0.777 2

WILKES Grassy Creek At the confluence with Elkin Creek

At the Wilkes/Surry County boundary 0.163 0

WILKES Grays Creek At the confluence with Yadkin River

Approximately 0.777 mile upstream of SR#2321 1.511 1

WILKES Harris Creek At the confluence with Double Creek

Approximately 1,440 feet downstream of Absher Road 1.434 1

WILKES COUNTY; TOWN OF NORTH WILKESBORO

Hoopers Branch At the confluence with Reddies River

Approximately 1,680 feet upstream of Hackett Street 1.4 3

WILKES Huffman Branch At the confluence with North Prong Lewis Fork

Approximately 1,480 feet downstream of White Oak Road

0.455 1

WILKES Hunting Creek At the Wilkes/Iredell County boundary

Approximately 1.155 miles upstream of Balls Mill Road 15.064 11

WILKES Joshua Creek At the confluence with Mulberry Creek At Longbottom Road 0.701 1

WILKES Left Prong Stony Fork

At the confluence with Stony Fork

At the Wilkes/Watauga County boundary 3.286 4

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-133

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES Lewis Fork At the confluence with Yadkin River

Approximately 1,800 feet upstream of US-421 3.625 1

WILKES Little Bugaboo Creek At the confluence with Big Bugaboo Creek

Approximately 400 feet upstream of Hoots Road 1.485 1

WILKES COUNTY; TOWN OF WILKESBORO

Little Cub Creek At the confluence with Cub Creek

Approximately 1,220 feet downstream of Country Club Road

2.796 4

WILKES Little Elkin Creek At the confluence with Yadkin River

Approximately 0.521 mile upstream of Greenhorn Road 5.536 4

WILKES Little Fork Creek At the confluence with North Prong Lewis Fork

Approximately 3.122 miles upstream of the confluence with North Prong Lewis Fork

3.122 2

WILKES Little Hunting Creek At the confluence with Hunting Creek

Approximately 1,900 feet downstream of Mt Sinai Road 13.676 5

WILKES Little Sandy Creek At the confluence with East Prong Roaring River

Approximately 0.449 mile upstream of Longbottom Road 5.15 5

WILKES Little Warrior Creek At the confluence with Warrior Creek

Approximately 0.398 mile upstream of Thankful Church Road

3.051 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES; TOWN OF NORTH WILKESBORO

Long Creek At the confluence with Mulberry Creek

Approximately 0.6 mile downstream of State Hwy 268 1 1

WILKES COUNTY; TOWN OF WILKESBORO

Long Creek Trib 2 At the confluence with Long Creek

Approximately 0.605 mile upstream of confluence with Long Creek

0.605 1

WILKES Middle Fork Reddies River

At the confluence with Reddies River At SR#1562 3.543 5

WILKES Middle Prong Roaring River

At the confluence with Roaring River

Approximately 1.070 miles upstream of Moxley Road 14.07 8

WILKES Mill Creek At the confluence with North Fork Reddies River

Approximately 0.6 mile upstream of SR 1570 (Mertie Road)

2.9 5

WILKES COUNTY; TOWN OF WILKESBORO

Moravian Creek (Yellow Jacket Lake)

At the confluence with Yadkin River

Approximately 730 feet upstream of Garden Drive 8.356 10

WILKES Moravian Creek (Yellow Jacket Lake) Trib 12

At the confluence with Moravian Creek (Yellow Jacket Lake)

Approximately 1.165 miles upstream of Lowe Creek Road 1.39 2

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES Mulberry Creek At the confluence with Yadkin River

Approximately 410 feet upstream of Ellis Man Road 17.345 18

WILKES Naked Creek At the confluence with Lewis Fork

Approximately 0.767 mile upstream of Red Top Road 3.333 3

WILKES North Fork Reddies River

At the confluence with Reddies River At Vannoy Road 7.076 7

WILKES North Little Hunting Creek

At the Wilkes/Yadkin County boundary

Approximately 1,050 feet upstream of Somers Road 3.902 2

WILKES North Little Hunting Creek Trib 3

At the confluence with North Little Hunting Creek

Approximately 550 feet upstream of SR#2314 0.663 3

WILKES North Little Hunting Creek Trib 5

At the confluence with North Little Hunting Creek

Approximately 330 feet upstream of Somers Road 0.448 1

WILKES North Prong Lewis Fork

At the confluence with South Prong Lewis Fork

Approximately 2.008 miles upstream of Big Ivy Road 11.283 9

WILKES Osborn Creek At the confluence with Hunting Creek

Approximately 1,220 feet downstream of Osborne Creek Road

3.798 4

WILKES Pumpkin Creek At the confluence with Warrior Creek

Approximately 900 feet upstream of Pumpkin Creek Road

3.376 2

WILKES Pumpkin Run At the confluence with South Prong Lewis Fork

Approximately 100 feet downstream of Pumkin Run Road

1.443 4

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES Reddies River Approximately 0.3 mile downstream of SR 1517 (Sunset Drive)

At the confluence with Middle Fork and South Fork Reddies River

13.779 6

TOWN OF NORTH WILKESBORO

Reddies River Trib 1 Approximately 1,200 feet upstream of Finley Street

Approximately 0.324 mile upstream of Finley Street 0.097 0

TOWN OF NORTH WILKESBORO

Reddies River Trib 1.1

At the confluence with Reddies River Trib 1

Approximately 0.378 mile upstream of confluence with Reddies River Trib 1

0.378 0

WILKES Roaring River At the confluence with Yadkin River

Approximately 1.856 miles upstream of Bethany Ford Road

5.901 3

WILKES Rocky Creek (Rocky River)

At the Wilkes/Alexander County boundary

Approximately 650 feet downstream of Hose Road 2.757 1

WILKES Shell Creek At the confluence with Stony Fork

Approximately 830 feet upstream of Mount Zion Road 0.469 2

WILKES South Fork Reddies River

At the confluence with Reddies River At White Oak Road 3.366 4

WILKES South Prong Lewis Fork

At the confluence with North Prong Lewis Fork

Approximately 0.941 mile upstream of US-421 12.173 21

WILKES South Prong Lewis Fork Trib 7

At the confluence with South Prong Lewis Fork

Approximately 2.969 miles upstream of confluence with South Prong Lewis Fork

2.969 3

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES Sparks Creek At the confluence with Little Sandy Creek

Approximately 1,460 feet upstream of Austin Traphill Road

3.767 3

WILKES Stony Fork At the confluence with Yadkin River

At the Wilkes/Watauga County boundary 13.2 14

WILKES Swan Creek At the confluence with Yadkin River

Approximately 1,540 feet upstream of Bethel Road 0.811 1

WILKES Unnamed Tributary to Yadkin River

At the confluence with Yadkin River

Approximately 1,940 feet upstream of SR#2321 1.519 1

WILKES Warrior Creek At the confluence with Yadkin River

Approximately 830 upstream of NC-18 5.302 3

WILKES West Prong Moravian Creek

At the confluence with Moravian Creek (Yellow Jacket Lake)

Approximately 1.076 miles upstream of Falls Road 3.877 2

WILKES West Prong Moravian Creek Trib 1

At the confluence with West Prong Moravian Creek

Approximately 380 feet downstream of Falls Road 0.452 0

WILKES West Prong Roaring River (North)

At the confluence with Middle Prong Roaring River

Approximately 0.403 mile downstream of Longbottom Road

10.142 8

WILKES West Swan Creek At the confluence with Swan Creek

Approximately 1.949 miles upstream of Bagley Springs Road

2.503 3

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-138

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

WILKES Whites Creek At the confluence with Yadkin River

Approximately 0.877 mile upstream of Alpine Drive 2.104 1

WILKES Yadkin River Trib 3 At the confluence with Yadkin River

Approximately 0.436 mile upstream of SR#2306 0.726 1

TOWN OF NORTH WILKESBORO

Yadkin River Trib 36 Approximately 700 feet upstream of Yadkin River

Approximately 0.733 mile upstream of confluence with Yadkin River

0.6 0

TOWN OF NORTH WILKESBORO

Yadkin River Trib 36.1

At the confluence with Yadkin River Trib 36

Approximately 0.447 mile upstream of confluence with Yadkin River Trib 36

0.447 0

OWN OF NORTH WILKESBORO

Yadkin River Trib 37 Approximately 1,500 feet upstream of Yadkin River

Approximately 0.442 mile upstream of confluence with Yadkin River

0.158 0

TOWN OF NORTH WILKESBORO

Yadkin River Trib 38 Approximately 50 feet downstream of D Street

Approximately 50 feet downstream of F Street 0.2 3

YADKIN Arnold Branch At the confluence with South Deep Creek

Approximately 1,700 feet upstream of Rena Road 2.04 6

YADKIN Beaverdam Creek At the confluence with Jonesville Creek

Approximately 0.091 mile upstream of confluence with Jonesville Creek

0.091 0

YADKIN Cain Mill Branch At the Yadkin/Davie County boundary

Approximately 1,490 feet upstream of Snow Road 1.639 2

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-139

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

YADKIN Chinquapin Creek At the Yadkin/Davie County boundary

Approximately 260 feet downstream of Baity Road 0.467 0

TOWN OF JONESVILLE Cobb Creek At the confluence with Jonesville

Creek Approximately 730 feet upstream of Swaim Street 0.506 1

YADKIN Cobb Creek Approximately 0.530 mile upstream of J Street

Approximately 0.787 mile upstream of J Street 0.257 0

YADKIN Cranberry Creek At the confluence with South Deep Creek

Approximately 950 feet downstream of Wesley Road 4.57 8

YADKIN Dobbins Creek At the confluence with North Little Hunting Creek

Approximately 250 feet upstream of Twin Creek Road 2.535 4

YADKIN Dobbins Creek Trib 4

At the confluence with Dobbins Creek At Sandy Creek Road 0.37 1

YADKIN Fall Creek 1 At the confluence with Yadkin River

Approximately 1,300 feet upstream of NC-67 3.979 5

YADKIN Fall Creek 2 At the confluence with Yadkin River

Approximately 0.3 mile upstream of the confluence with Yadkin River

0.3 0

YADKIN Flat Rock Branch At the confluence with North Little Hunting Creek

Approximately 1,230 downstream of Flat Rock Church Road

2.345 1

YADKIN Forbush Creek At the confluence with Yadkin River

Approximately 330 feet upstream of Union Grove Church Road

13.782 11

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

YADKIN Forbush Creek Trib 8

At the confluence with Forbush Creek

Approximately 0.741 mile upstream of confluence with Forbush Creek

0.741 1

YADKIN Forbush Creek Trib 10

At the confluence with Forbush Creek

Approximately 0.775 mile upstream of confluence with Forbush Creek

0.775 1

YADKIN Forbush Creek Trib 25

At the confluence with Forbush Creek

Approximately 1.039 miles upstream of confluence with Forbush Creek

1.039 1

YADKIN Forbush Creek Trib 26

At the confluence with Forbush Creek

Approximately 0.72 mile upstream of confluence with Forbush Creek

0.72 0

YADKIN Hall Creek At the confluence with Yadkin River

Approximately 1.004 miles upstream of Shady Grove Church Road

3.3 3

YADKIN Hall Creek Trib 1 At the confluence with Hall Creek

Approximately 0.361 mile upstream of confluence with Hall Creek

0.361 0

YADKIN Hall Creek Trib 2 At the confluence with Hall Creek

Approximately 0.48 mile upstream of confluence with Hall Creek

0.48 0

YADKIN Harmon Creek At Watkins Road Approximately 1,730 feet upstream of Ray T Moore Road 3.221 3

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Appendix D

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

YADKIN Hauser Creek At the Yadkin/Forsyth County boundary

At the Yadkin/Davie County boundary 0.6 0

YADKIN Haw Branch At the confluence with North Deep Creek

Approximately 0.737 mile downstream of Unifl Ind Drive 0.946 1

TOWN OF ARLINGTON; TOWN OF JONESVILLE

Jonesville Creek At the confluence with Sandyberry Creek

Approximately 920 feet upstream of North Main Street 1.101 4

YADKIN Lineberry Creek At the confluence with Yadkin River

Approximately 1.212 miles upstream of NC-67 1.851 1

YADKIN Little Forbush Creek At the confluence with Forbush Creek

Approximately 1.364 miles upstream of Moccasin Gap Road

4.757 4

YADKIN Little Forbush Creek Trib 8

At the confluence with Little Forbush Creek

Approximately 0.777 mile upstream of Easy Street 0.924 1

YADKIN Logan Creek At the confluence with Forbush Creek

Approximately 1,760 feet downstream of NC-67 11.903 7

YADKIN Logan Creek Trib 7 At the confluence with Logan Creek

Approximately 0.468 mile downstream of NC-67 1.533 4

YADKIN Logan Creek Trib 12 At the confluence with Logan Creek

Approximately 1,220 feet upstream of Dal Road 1.007 2

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-142

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

YADKIN Logan Creek Trib 16 At the confluence with Logan Creek

Approximately 2.082 miles upstream of the confluence with Logan Creek

2.082 0

YADKIN Loney Creek At the confluence with Logan Creek At SR#1575 1.284 0

YADKIN Long Branch At the confluence with North Little Hunting Creek

At the Yadkin/Wilkes County boundary 2.907 2

YADKIN Long Branch At the Yadkin/Iredell County boundary

Approximately 0.688 mile upstream of Barron Hill Road 1.025 1

YADKIN Martin Mill Creek At the confluence with Yadkin River At Martin's Mill Road 0.445 2

YADKIN Mill Branch At the confluence with Logan Creek

Approximately 0.956 mile upstream of Bloomtown Road 1.175 1

YADKIN Miller Creek At the confluence with Yadkin River

Approximately 60 feet downstream of Apperson Road 1.108 0

YADKIN North Deep Creek At the confluence with South Deep Creek

Approximately 1.301 miles upstream of Spencer Road 19.227 20

YADKIN North Deep Creek Trib 15

At the confluence with North Deep Creek

Approximately 1,300 feet upstream of Speer Road 4.182 3

YADKIN North Deep Creek Trib 15.1

At the confluence with North Deep Creek Trib 15

Approximately 830 feet downstream of Vallie Road 0.524 0

YADKIN North Deep Creek Trib 15.3

At the confluence with North Deep Creek Trib 15

Approximately 550 feet upstream of Abraham Road 0.503 1

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Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

YADKIN North Deep Creek Trib 15.7

At the confluence with North Deep Creek Trib 15

Approximately 890 feet upstream from Baptist Church Road

0.925 2

YADKIN North Deep Creek Trib 15.7.3

At the confluence with North Deep Creek Trib 15.7

Approximately 0.617 mile upstream of confluence with North Deep Creek Trib 15.7

0.617 0

YADKIN North Deep Creek Trib 18

At the confluence with North Deep Creek

Approximately 1,800 feet upstream of Shugart's Mill Road

1.267 2

YADKIN North Deep Creek Trib 19

At the confluence with North Deep Creek

Approximately 120 feet upstream of Dobbins Mill Road 0.553 1

YADKIN North Deep Creek Trib 20

At the confluence with North Deep Creek

Approximately 1.36 miles upstream of confluence with North Deep Creek

1.36 0

YADKIN North Little Hunting Creek

At the Yadkin/Iredell County boundary

At the Yadkin/Wilkes County boundary 12.745 11

YADKIN North Little Hunting Creek Trib 4

At the confluence with North Little Hunting Creek

Approximately 1,900 feet upstream of US-421 1.863 2

YADKIN North Little Hunting Creek Trib 13

At the confluence with North Little Hunting Creek

Approximately 0.379 mile downstream of Cowles Road 0.493 0

YADKIN Roby Creek At the confluence with Turner Creek

Approximately 0.631 mile upstream of Georgia Road 2.175 2

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-144

Appendix D SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

YADKIN Rocky Branch At the confluence with North Little Hunting Creek

Approximately 580 feet downstream of Brooks Drive 4.059 20

YADKIN Sandyberry Creek At I-77 At Center Road 1.524 2

YADKIN Sandyberry Creek Trib 1

At the confluence with Sandyberry Creek

Approximately 980 feet upstream of Mountain Crest Road

0.588 5

YADKIN South Deep Creek At Old Stage Road Approximately 1,850 feet downstream of Rock House Mountain Road

20.886 11

YADKIN South Deep Creek Trib 5

At the confluence with South Deep Creek

Approximately 1,300 feet downstream of Swains Church Road

0.368 0

YADKIN South Deep Creek Trib 11

At the confluence with South Deep Creek

Approximately 660 feet upstream of Marler Road 3.523 5

YADKIN South Deep Creek Trib 11.3

At the confluence with South Deep Creek Trib 11

Approximately 1,270 feet downstream of Marler Road 2.431 4

YADKIN South Deep Creek Trib 12

At the confluence with South Deep Creek

Approximately 1,570 feet upstream of Cranberry Road 3.724 6

YADKIN South Deep Creek Trib 12.8

At the confluence with South Deep Creek Trib 12 At Longtown Road 0.305 1

YADKIN South Deep Creek Trib 22

At the confluence with South Deep Creek

Approximately 0.530 mile upstream of Bethel Church Road

2.399 1

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-145

Appendix D

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

YADKIN South Deep Creek Trib 22.2

At the confluence with South Deep Creek Trib 22

Approximately 610 feet upstream of Helton Road 0.406 1

YADKIN South Deep Creek Trib 22.3.4

At the confluence with South Deep Creek Trib 22

Approximately 0.479 mile upstream of Arnold Road 0.804 1

YADKIN South Deep Creek Trib 34

At the confluence with South Deep Creek

Approximately 690 feet upstream of SR#1134 4.035 7

YADKIN Steelman Creek At the Yadkin/Davie County boundary

Approximately 0.748 mile upstream of Else Road 1.242 1

YADKIN Tanyard Creek At the confluence with Yadkin River

Approximately 1.269 miles upstream of River Road 2.644 1

YADKIN Turner Creek At the confluence with Yadkin River

Approximately 0.441 mile upstream of Turner’s Creek Road

6.721 4

YADKIN Turner Creek Trib 15 At the confluence with Turner Creek

Approximately 0.7 mile upstream of the confluence with Turner Creek

0.666 0

YADKIN Unnamed Tributary to North Deep Creek Trib 19

At the confluence with North Deep Creek Trib 19

Approximately 0.477 mile downstream of Booger Swamp Road

1.764 1

YADKIN Walkers Branch At the confluence with North Little Hunting Creek

Approximately 0.379 mile upstream of Buck Shoals Road 2.503 4

Appendix D

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-146

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

YADKIN Williams Creek At the confluence with Yadkin River

Approximately 0.451 mile upstream of NC-67 1.527 3

YADKIN Yadkin River Trib 11 At the confluence with Yadkin River

Approximately 0.814 mile upstream of US-601 1.815 2

YADKIN Yadkin River Trib 17 At the confluence with Yadkin River

Approximately 0.729 mile upstream of confluence with Yadkin River

0.729 1

YADKIN Yadkin River Trib 18 At the confluence with Yadkin River

Approximately 500 feet upstream of Lime Rock Road 0.607 1

YADKIN Yadkin River Trib 24 At the confluence with Yadkin River

Approximately 1,950 feet upstream of Friendship Circle Road

0.655 1

YADKIN Yadkin River Trib 27 At the confluence with Yadkin River

Approximately 3.341 miles upstream of confluence with Yadkin River

3.341 1

YADKIN Yadkin River Trib 36 At the confluence with Yadkin River

Just downstream of SR 1557 (Hauser Road) 0.6 0

YADKIN Yadkin River Trib 39 At the Yadkin/Forsyth County boundary

Approximately 860 feet upstream of Butner Mill Road 2.218 3

YADKIN Yadkin River Trib 39.5

At the confluence with Yadkin River Trib 39

Approximately 1.436 miles upstream of confluence with Yadkin River Trib 39

1.436 1

YADKIN Yadkin River Trib 40 At the confluence with Yadkin River

Just downstream of SR 1562 (Aquilla Creek Road) 1.1 0

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Final Basin Plan — Yadkin River Basin Date: November 8, 2007 Page D-147

SUMMARIES OF FLOODING SOURCES TO BE STUDIED BY LIMITED DETAILED METHODS (CONTINUED)

County/ Community Flooding Source Downstream Limit Upstream Limit

Approx. Reach Length (miles)

Estimated Number of Hydraulic Structures

YADKIN Yadkin River Trib 42 At the confluence with Yadkin River

Just upstream of Spring Hill Drive 0.8 1

TOTAL 3394.414 2660

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Final Basin Plan — Yadkin River Basin

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Approximately 0.2 mile upstream of the At the confluence with Lanes Creek Anson County Blackwell Branch 0.2 1

confluence with Lanes Creek

At the confluence with Lanes Creek Anson County Lacey Branch At County Road 1404 0.5 0

Anson County, Approximately 3.4 miles upstream of State Highway 218 Lanes Creek At the county boundary 6.6 5

Town of Peachland

Cabarrus At the confluence with Dutch Buffalo Creek Adams Run At State Road 73 6.7 5

County

City of Concord, At the confluence with Coddle Creek Afton Run Just upstream of Dogwood Boulevard 3.9 4 City of

Kannapolis

Approximately 165 feet downstream of At the confluence with Rocky River Cabarrus County Anderson Creek 5.7 3

Bethel Church Road

Cabarrus County, At the confluence with Rocky River Back Creek At the Cabarrus/Mecklenburg County boundary 6.8 5

Town of Harrisburg

At the confluence with Reedy Creek Cabarrus County Caldwell Creek At the Mecklenburg/Cabarrus County boundary 5.7 4

Date: November 8, 2007 Page E-1

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APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

At the confluence with Rocky River Cabarrus County Clarke Creek At the Mecklenburg/Cabarrus County boundary 3.3 2

Cabarrus, City At the confluence with Rocky River

Approximately 60 feet upstream of NC-73 (Davidson Highway) Coddle Creek 14.6 10 of Kannapolis,

Town of Harrisburg

Coddle Creek At the confluence with Coddle Creek

Approximately 0.1 mile upstream of the confluence with Coddle Creek Cabarrus County 0.1 0

Trib 44

Coddle Creek At the confluence with Coddle Creek Trib 44

Approximately 0.4 mile upstream of the confluence with Coddle Creek Trib 44 Cabarrus County 0.4 0

Trib 44.2

Cabarrus County, Cold Water Creek (downstream)

At the confluence with Rocky River At the confluence with Little Cold Water Creek 5.3 0

City of Concord

Cabarrus County, Approximately 250 feet upstreamof the Old Salisbury - Concord Road

Cold Water Creek (upstream) City of Concord, At the Cabarrus/Rowan County boundary 5.5 3

City of Kannapolis

Cold Water Creek At the confluence with Cold Water Creek

Approximately 0.4 mile upstream of Penniger Road Cabarrus County 2.2 4

Trib 32

Cabarrus County, Cold Water Creek Trib 44

At the confluence with Coldwater Creek City of Kannapolis, At the Cabarrus/Rowan County boundary 3.0 8

City of Concord

Date: November 8, 2007 Page E-2

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Cabarrus County, Dutch Buffalo Approximately 160 feet upstream of East At the confluence with Rocky River 8 5 Town of Mount

Pleasant Creek Franklin Street (State Road 73)

Dutch Buffalo At the confluence with Dutch Buffalo Creek Cabarrus County At State Road 200 0.6 2

Creek Trib 2

Cabarrus County, At the confluence with Back Creek Fuda Creek At the Cabarrus/Mecklenburg County boundary 3.8 4

Town of Harrisburg

At the confluence with Rocky River

Approximately 1.3 miles upstream of the confluence with Hamby Branch Tributary Cabarrus County Hamby Branch 2.2 1

Hamby Branch At the confluence with Hamby Branch

Approximately 0.7 mile upstream of the confluence with Hamby Branch Cabarrus County 0.7 0

Trib 4

Approximately 65 feet downstream of At the confluence with Anderson Creek Cabarrus County Horton Branch 1.7 1

Bethel Church Road

Cabarrus County, Irish Buffalo At the confluence with Coldwater Creek At the Cabarrus/Rowan County boundary 15.6 18

City of Kannapolis Creek

Irish Buffalo Approximately 200 feet upstream of Rogers At the confluence with Irish Buffalo Creek City of Kannapolis 2.3 3

Creek Trib 42 Lake Road

Irish Buffalo Approximately 0.2 mile upstream of Irish At the confluence with Irish Buffalo Creek City of Kannapolis 0.2 0

Creek Trib 52 Buffalo Creek

Cabarrus County, Irish Buffalo At the confluence with Irish Buffalo Creek At the Cabarrus/Rowan County boundary 1.4 1

City of Kannapolis Creek Trib 54

Date: November 8, 2007 Page E-3

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Cabarrus County Little Coldwater Creek

At the confluence with Coldwater Creek

Approximately 2.9 miles upstream of Sapp 8.4 6

Road

Little Meadow At the confluence with Rocky River Cabarrus County Just upstream of Reed Mine Road 1.2 1

Creek

At the confluence with Reedy Creek Cabarrus County McKee Creek At the Cabarrus/Mecklenburg County boundary 2.7 1

Approximately 1 mile upstream of the At the confluence with Rocky River Cabarrus County Muddy Creek 1 0

confluence with Rocky River

Approximately 250 feet downstream of At the confluence with Coddle Creek Cabarrus County Park Creek 0.5 0

Alexander Road

At the confluence with Rocky River Cabarrus County Reedy Creek At the Cabarrus/Mecklenburg County boundary 10.5 4

Reedy Creek At the confluence with Reedy Creek Cabarrus County At the Cabarrus/Mecklenburg County boundary 1.0 0

Trib 1

Cabarrus County, At the downstream side of SR 1114 (Garmon Mill Road) Rocky River At the Cabarrus/Mecklenburg County boundary 41.4 20 Town of Concord,

Town of Harrisburg

Rocky River At the confluence with Rocky River

Approximately 100 feet upstream of State Road 200 Cabarrus County 0.3 1

Trib 26

Rocky River At the confluence with Rocky River

Approximately 0.35 mile upstream of Parks Lafferty Road Cabarrus County 0.5 1

Trib 34

Date: November 8, 2007 Page E-4

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Cabarrus County, Rocky River At the confluence with Rocky River At State Road 49 0.7 0

Town of Harrisburg Trib 58

Cabarrus County, At the confluence with Cold Water Creek Threemile Branch Just downstream of Dakota Avenue 6.8 21 City of Concord,

City of Kannapolis

At the confluence with Anderson Creek Cabarrus County Tucker Branch Approximately 900 feet downstream of US-601 0.63 0

Approximately 1,800 feet downstream of the Confluence with Buffalo Creek

Caldwell County Yadkin River Just upstream of Whisnant Road (SR 1517) 5.5 6

Approximately 1.3 miles downstream of the confluence of Abbotts Creek Trib 66

Davidson County, Abbotts Creek At the Davidson/Forsyth County boundary 26.4 18

City of Lexington

Abbotts Creek At the confluence with Abbotts Creek

Approximately 100 feet upstream of Ken Dan Drive Davidson County 1.5 2

Trib 2

Davidson County, Abbotts Creek Approximately 150 feet upstream of At the confluence with Abbotts Creek 1.5 5

City of Lexington Trib 55 Greensboro Street

Abbotts Creek At the confluence with Abbotts Creek

Approximately 0.4 mile upstream of the confluence of Abbotts Creek Trib 56.4 Davidson County 1.3 0

Trib 56

Abbotts Creek At the confluence with Abbotts Creek Trib 56

Approximately 900 feet upstream of the confluence with Abbotts Creek Trib 56 Davidson County 0.2 0

Trib 56.1

Date: November 8, 2007 Page E-5

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Abbotts Creek At the confluence with Abbotts Creek Trib 56

Approximately 0.3 mile upstream of the confluence with Abbotts Creek Trib 56 Davidson County 0.3 0

Trib 56.2

Abbotts Creek At the confluence with Abbotts Creek Trib 56

Approximately 0.4 mile upstream of the confluence with Abbotts Creek Trib 56 Davidson County 0.4 0

Trib 56.3

Abbotts Creek At the confluence with Abbotts Creek Trib 56 Davidson County Approximately 100 feet upstream of US- 64 0.5 1

Trib 56.4

Abbotts Creek At the confluence with Abbotts Creek City of Lexington At the upstream end of Talbert Road 1.6 10

Trib 58

Abbotts Creek At the confluence with Abbotts Creek Trib 58 (Darr Branch)

Approximately 0.3 mile upstream of the confluence with Abbotts Creek Trib 58 City of Lexington 0.3 1

Trib 58.1

Abbotts Creek Approximately 100 feet upstream of Poplar At the confluence with Abbotts Creek Trib 58 (Darr Branch) City of Lexington 0.9 5

Trib 58.2 Street

Davidson County, Abbotts Creek At the confluence of Abbotts Creek

Approximately 50 feet downstream of Glendale Court 0.3 1

City of Lexington Trib 59

Davidson County, Abbotts Creek At the confluence with Abbotts Creek Trib 59 Just downstream of Lakewood Drive 0.2 1

City of Lexington Trib 59.1

Abbotts Creek At the confluence with Abbotts Creek

Approximately 0.5 mile upstream of the confluence with Abbotts Creek City of Lexington 0.5 0

Trib 62

Abbotts Creek At the confluence with Abbotts Creek Trib 62

Approximately 0.3 mile upstream of the confluence with Abbotts Creek Trib 62 City of Lexington 0.3 0

Trib 62.1

Date: November 8, 2007 Page E-6

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Abbotts Creek At the confluence with Abbotts Creek

Approximately 1.4 miles upstream of the confluence with Abbotts Creek City of Lexington 1.4 4

Trib 66

At the confluence with Fern Valley Branch (Abbotts Creek Trib 66)

Approximately 0.5 mile upstream of the confluence with Fern Valley Branch (Abbotts Creek Trib 66)

Abbotts Creek City of Lexington 0.5 0

Trib 66.3

At the confluence with Abbotts Creek

Approximately 0.5 mile upstream of SR 2205 (Raleigh Road) Davidson County Arbor Creek 1.3 3

Approximately 1 mile upstream of Reeds At the confluence with Swearing Creek Davidson County Beaverdam Creek 3.5 4

School Road

Beaverdam Creek At the confluence with Beaverdam Creek

Approximately 1.0 mile upstream of the confluence Davidson County 1 0

Trib 3

Beaverdam Creek At the confluence with Beaverdam Creek Trib 3 Davidson County Just downstream of SR 150 (E.L. Meyers Road) 0.7 0

Trib 3.3

At the confluence with Abbotts Creek Davidson County Becks Creek Just upstream of SR 2446 (Brookhill Drive) 1.2 3

At the confluence with Leonard Creek

Approximately 0.9 mile upstream of the confluence with Leonard Creek Davidson County Cain Creek 0.9 0

At the confluence of Abbotts Creek Trib 66 (Fern Valley Branch)

Approximately 0.4 mile upstream of County City of Lexington Golf Course Drain 1.5 4

Club Circle

Davidson County, At the confluence with Abbotts Creek Hamby Creek At the confluence with Hamby Creek Trib 2 10.5 17

City of Thomasville

Date: November 8, 2007 Page E-7

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Hamby Creek Approximately 0.2 mile downstream of At the confluence with Hamby Creek City of Thomasville 0.1 0

Trib 2 Randolph Street

At the Thomasville corporate limits City of Thomasville Hanks Branch Approximately 50 feet upstream of Salem Street 0.9 2

Davidson County, Approximately 0.4 mile upstream of Albertson Road Hunts Fork At the confluence with Rich Fork 6.9 10

City of Thomasville

At the confluence with Hunts Fork City of Thomasville Hunts Fork Trib 2 Approximately 35 feet upstream of Blair Street 0.1 2

Davidson County, Hunts Fork At the confluence with Hunts Fork At the downstream end of Payne Road 1.5 2

City of Thomasville Trib 11

Hunts Fork At the confluence with Hunts Fork

Approximately 100 feet upstream of Interstate 70/business 85/Interstate 29 Davidson County 0.7 4

Trib 18

Indian Grave At the confluence of Swearing Creek

Approximately 100 feet upstream of SR 1231 (Happy Hill Road) Davidson County 1.7 4

Creek

At the confluence of Hamby Creek

Approximately 1,000 feet downstream of Upper Lake Road Davidson County Jimmys Creek 1.7 1

At the confluence with Abbotts Creek

Approximately 0.2 mile upstream of the confluence with Leonard Creek Trib 5 Davidson County Leonard Creek 9.3 11

Leonard Creek Davidson County, At the confluence with Leonard Creek

Approximately 100 feet upstream of East 9th Street 1.6 2 Trib 22 (Jefferson

Village Creek) City of Lexington

Date: November 8, 2007 Page E-8

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Leonard Creek At the confluence of Leonard Creek Trib 22

Approximately 0.8 mile upstream of the confluence of Leonard Creek Trib 22.1.2 Davidson County 1.6 2

Trib 22.1

Leonard Creek At the confluence with Leonard Creek Trib 22.1

Approximately 0.7 mile upstream of the confluence with Leonard Creek Trib 22.1 Davidson County 0.7 0

Trib 22.1.2

Leonard Creek At the confluence with Leonard Creek Trib 22.1.2

Approximately 0.4 mile upstream of the confluence with Leonard Creek Trib 22.1.2 Davidson County 0.4 0

Trib 22.1.2.1

Davidson County, Leonard Creek Approximately 300 feet upstream of White At the confluence with Leonard Creek Trib 22 0.8 1

City of Lexington Trib 22.2 Street

Davidson County, Leonard Creek At the confluence with Leonard Creek Trib 22

Approximately 1,500 feet upstream of the confluence with Leonard Creek Trib 22 0.3 0

City of Lexington Trib 22.3

At the confluence with Spurgeon Creek At the Davidson/Forsyth County boundary 1 2 Davidson County Mary Reich Creek

Davidson County, At the confluence with Swearing Creek Michael Branch Approximately 450 feet upstream of Price Road 4.3 14

City of Lexington

Michael Branch Approximately 115 feet upstream of Hillside At the confluence with Michael Branch City of Lexington 0.3 2

Trib 1 Drive

Michael Branch At the confluence with Michael Branch

Approximately 100 feet upstream of Hames Street City of Lexington 0.6 3

Trib 2

Davidson County, Michael Branch Approximately 1,350 feet upstream of Royal At the confluence with Michael Branch 0.6 5

City of Lexington Trib 3 Avenue

Date: November 8, 2007 Page E-9

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Michael Branch Approximately 100 feet downstream of Hill At the confluence with Michael Branch City of Lexington 0.9 11

Trib 4 Crest Circle

Michael Branch At the confluence with Michael Branch Trib 4

Approximately 100 feet downstream of Park Street City of Lexington 0.4 5

Trib 4.1

Davidson County, Michael Branch At the confluence with Michael Branch Approximately 0.5 mile upstream of Central Ave 0.7 4

City of Lexington Trib 6

Michael Branch At the confluence with Michael Branch City of Lexington Approximately 150 feet upstream of Railroad 0.9 0

Trib 7

Michael Branch Approximately 250 feet downstream of At the confluence with Michael Branch Davidson County 0.4 1

Trib 9 Interstate 70

Davidson County, North Hamby At the confluence with Hamby Creek Approximately 50 feet upstream of Mason Way 4.9 13

City of Thomasville Creek

Approximately 300 feet upstreamof the railroad Davidson County North Potts Creek Approximately 100 feet upstream of Tyro Road 4.1 10

North Potts Creek Approximately 100 feet downstream of Sink Approximately 100 feet upstreamof Tyro Road Davidson County 0.5 0

Trib 2 Farm Road

North Potts Creek At the confluence with North Potts Creek Davidson County Approximately 0.7 mile upstream of Tyro Road 1.4 1

Trib 7

Davidson County Payne Creek At the confluence with Rich Fork At the Davidson/Guilford County boundary 3.1 3

Payne Creek At the confluence with Payne Creek Davidson County At the Davidson/Guilford County boundary 1.1 1

Tributary

Date: November 8, 2007 Page E-10

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Payne Creek At the confluence with Payne Creek Tributary Davidson County At the Davidson/Guilford County boundary 0.8 0

Trib 3

Payne Creek At the confluence with Payne Creek Davidson County At the Davidson/Guilford County boundary 1.5 2

Trib 7

Payne Creek At the confluence with Payne Creek Trib 7 Davidson County At the Davidson/Guilford County Boundary 0.6 0

Trib 7.2

At the confluence with High Rock Lake

Approximately 500 feet upstream of U.S. 5.7 7 Davidson County Pounder Fork

Route 85

Approximately 0.4 mile upstream of Cotton At the confluence with Swearing Creek City of Lexington Rat Spring Branch 2.7 5

Grove Road

Rat Spring Branch Approximately 100 feet upstream of Victor At the confluence of Rat Spring Branch City of Lexington 0.5 2

Trib 1 Street

Rat Spring Branch Approximately 50 feet upstream of At the confluence of Rat Spring Branch City of Lexington 0.4 4

Trib 2 Mendota Ave

Rat Spring Branch At the confluence with Rat Spring Branch

Approximately 0.5 mile upstream of Linwood Road City of Lexington 1.4 2

Trib 4

Approximately 1.4 miles downstream of Chestnut Drive Davidson County Rich Fork At the Davidson/Forsyth County boundary 18.3 15

Davidson County Rich Fork Trib 9 At the confluence with Rich Fork At the Davidson/Guilford County boundary 0.7 2

Approximately 0.7 mile downstream of I-85

Approximately 0.3 mile upstream of Swicegood Road Davidson County South Potts Creek 3.2 4

Date: November 8, 2007 Page E-11

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

South Potts Creek At the confluence with South Potts Creek

Approximately 0.5 mile upstream of Wesley Chapel Church Road Davidson County 1 3

Trib 15

At the confluence with Abbotts Creek Davidson County, Spurgeon Creek At the upstream end of Sells Farm Road 5 6

Spurgeon Creek Trib 1

At the confluence with Spurgeon Creek At the Davidson/Forsyth County boundary 1.1 2 Davidson County

Approximately 200 feet downstream of Jersey Church Road

Davidson County, Swearing Creek Just upstream of Will Lanier Road 12.7 20

City of Lexington

Swearing Creek At the confluence with Swearing Creek

Approximately 0.5 mile upstream of the confluence with Swearing Creek Davidson County 0.5 0

Trib 6

Swearing Creek At the confluence with Swearing Creek

Approximately 600 feet upstream of Garland Drive Davidson County 0.7 2

Trib 7

Davidson County, Swearing Creek At the confluence with Swearing Creek

Approximately 0.6 mile upstream of the confluence with Swearing Creek Trib 8.1 1 0

City of Lexington Trib 8

Davidson County, Swearing Creek At the confluence with Swearing Creek Trib 8

Approximately 700 feet upstream of the confluence 0.2 0

City of Lexington Trib 8.1

Swearing Creek At the confluence with Swearing Creek

Approximately 1.2 miles upstream of the confluence with Swearing Creek Davidson County 1.2 2

Trib 9

Swearing Creek At the confluence with Swearing Creek

Approximately 1.0 mile upstream of Lake Everhart Road Davidson County 1.7 3

Trib 11

Date: November 8, 2007 Page E-12

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Swearing Creek At the confluence with Swearing Creek Davidson County At Pleasant Hill Road 0.8 3

Trib 13

At the confluence with Carter Creek

Approximately 1,700 feet upstream of Gateway Lane Davie County Bailey Creek 2 2

At the confluence with Yadkin River Davie County Carter Creek At the confluence of Smith Creek 2.7 3

Forsyth County, At the Forsyth/Davidson County boundary

Approximately 250 feet downstream of Shields Road Abbotts Creek 6.3 8

Town of Kernersville

Abbotts Creek Approximately 1,500 feet upstream of At the confluence with Abbotts Creek Forsyth County 0.6 2

Trib 17 Hedgecock Road

Abbotts Creek Approximately 1,500 feet upstream of Hedgecock Road

Approximately 0.5 mile upstream of Hedgecock Road Forsyth County 0.2 0

Trib 17.1

Abbotts Creek Approximately 0.5 mile upstream of Hedgecock Road

Approximately 0.7 mile upstream of Hedgecock Road Forsyth County 0.2 0

Trib 17.1.1

Abbotts Creek At the confluence with Abbotts Creek Trib 17.1

Approximately 0.8 mile upstream of the confluence with Abbotts Creek Trib 17.1 Forsyth County 0.8 0

Trib 17.1.2

Abbotts Creek At the confluence with Abbotts Creek Trib 17.1.1

Approximately 0.5 mile upstream of the confluence with Abbotts Creek Trib 17.1.1 Forsyth County 0.5 0

Trib 17.1.1.2

Abbotts Creek Approximately 0.7 mile upstream of Hedgecock Road

Approximately 1.1 miles upstream of Forsyth County 0.4 0

Trib 17.1.1.1 Hedgecock Road

Date: November 8, 2007 Page E-13

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Abbotts Creek Approximately 0.4 mile downstream of Approximately 1.1 miles upstream of Hedgecock Road Forsyth County 0.4 1

Trib 17.1.1.1.1 Interstate 40 Bypass

Approximately 0.4 mile downstream of Interstate 40 Bypass

Abbotts Creek Approximately 600 feet upstream of Interstate Forsyth County 0.5 2

Trib 17.1.1.1.1.2 40 Bypass

Abbotts Creek At the confluence with Abbotts Creek Forsyth County Approximately 500 feet upstream of U.S. 311 0.4 2

Trib 23

Abbotts Creek Approximately 500 feet upstreamof U.S. 311 Forsyth County Approximately 0.4 mile upstream of U.S. 311 0.3 1

Trib 23.2

Abbotts Creek Approximately 0.4 mile upstream of U.S. 311

Approximately 0.2 mile upstream of Watkins Forsyth County 0.6 1

Trib 23.2.2 Ford Road

Abbotts Creek Approximately 0.2 mile upstream of Watkins Ford Road

Approximately 0.8 mile upstream of Watkins FordRoad 0.6 0 Forsyth County

Trib 23.2.2.1

Abbotts Creek Approximately 0.8 mile upstream of Watkins Ford Road

Approximately 1 mile upstream of Watkins Ford Road Forsyth County 0.2 0

Trib 23.2.2.1.2

Village of At the confluence with Parkers Creek

Approximately 0.3 mile upstream of the confluence with Parkers Creek Barkers Creek 0.3 0

Tobaccoville

Forsyth County, City At the confluence with Muddy Creek Bill Branch Approximately 150 feet upstream of the Dam 0.6 1

of Winston-Salem

City of Winston- At the confluence with Salem Creek Brushy Fork Just downstream of Airport Road 4.1 18

Salem

Date: November 8, 2007 Page E-14

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

City of Winston- Brushy Fork At the confluence with Brushy Fork

Approximately 0.2 mile upstream of East 25th Street 1 2

Salem Trib 2

City of Winston- Brushy Fork At the confluence with Frazier Creek

Approximately 0.4 mile upstream of Butterfield Drive 2.3 2

Salem Branch

City of Winston- At the confluence with Salem Creek Burke Creek Just downstream of Silas Creek Parkway 1.7 5

Salem

Cuddybum At the confluence with Abbotts Creek Forsyth County Approximately 1.3 miles upstream of US 311 2.3 4

Branch

Forsyth County, City Approximately 0.3 mile upstream of Pecan At the confluence with South Fork Muddy Creek Fiddlers Creek 7.6 13

of Winston-Salem Lane

City of Winston- Fiddlers Creek Approximately 1 mile upstream of Waltrude At the confluence with Fiddlers Creek 1.5 6

Salem Trib 21 Lane

City of Winston- At the confluence with Kerners Mill Creek

Approximately 0.5 mile upstream of Sedge Garden Road Fishers Branch 1.5 1

Salem

Approximately 0.8 mile upstream of the confluence with Mill Creek Forsyth County Fivemile Branch At the confluence with Mill Creek 0.8 1

Forsyth County, City At the confluence with Brushy Creek

Approximately 0.9 mile upstream of SR 2351 (Beeson Dairy Road) Frazier Creek 3.4 2

of Winston-Salem

Date: November 8, 2007 Page E-15

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Forsyth County, City of Winston-

Grassy Creek At the confluence with Mill Creek Approximately 0.9 mile upstream of Perth Road 5 6 Salem, Town of Rural Hall

Forsyth County, City At the confluence with Muddy Creek

Approximately 1,250 feet upstream of Hilltop Drive James Branch 0.9 1

of Winston-Salem

Forsyth County, At the confluence with Yadkin River

Approximately 1.3 miles upstream of the confluence with Yadkin River Johnson Creek 1.3 2

Village of Clemmons

Johnson Creek At the confluence with Johnson Creek

Approximately 0.5 mile upstream of the confluence with Johnson Creek Forsyth County 0.5 0

Trib 7

Forsyth County, Approximately 215 feet upstream of At the confluence with Lowery Mill Creek Kerners Mill Creek 5.6 9 City of Winston-Salem,

Town of Kernersville Lowergate Lane

Kerners Mill Creek At the confluence with Kerners Mill Creek Approximately 215 feet upstreamof Lowergate Lane Town of Kernersville 0.4 0

Trib 2 Trib 2.2

Kerners Mill Creek At the confluence with Kerners Mill Creek Trib 2

At the confluence with Kerners Mill Creek Trib 2.2.2 Town of Kernersville 0.1 0

Trib 2.2

Kerners Mill Creek At the confluence with Kerners Mill Creek Trib 2.2

At the confluence with Kerners Mill Creek Trib 2.2.2.2 Town of Kernersville 0.3 0

Trib 2.2.2

Kerners Mill Creek At the confluence with Kerners Mill Creek Trib 2.2.2

At the confluence with Kerners Mill Creek Trib 2.2.2.2.2 Town of Kernersville 0.3 0

Trib 2.2.2.2

Date: November 8, 2007 Page E-16

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Kerners Mill Creek At the confluence with Kerners Mill Creek Trib 2.2.2.2

Approximately 0.3 mile upstream of the confluence with Kerners Mill Creek Trib 2.2.2.2 Town of Kernersville 0.3 0

Trib 2.2.2.2.2

City of Winston- Kerners Mill Creek At the confluence with Kerners Mill Creek

Approximately 0.3 mile upstream of the confluence with Kerners Mill Creek 0.3 0

Salem Trib 17

Approximately 0.3 mile upstream of the confluence with Kerners Mill Creek

City of Winston- Kerners Mill Creek Trib 17.1

Approximately 1.5 miles upstream of the confluence with Kerners Mill Creek 1.2 0

Salem

At the confluence with South Fork Muddy Creek Forsyth County Leak Creek Approximately 0.4 mile upstream of U.S. 52 2.5 5

City of Winston- Approximately 400 feet upstream of North Patterson Avenue Leak Fork At the confluence with Mill Creek 3.6 10

Salem

Forsyth County, City Approximately 150 feet downstream of At the confluence with Muddy Creek Little Creek 6.2 20

of Winston-Salem Westview Drive

Forsyth County, City At the confluence with Kerners Mill Creek

Approximately 1.7 miles upstream of US 158 (Reidsville Road) Lowery Mill Creek 5.5 5 of Winston-Salem,

Town of Walkertown

Forsyth County, Town of Walkertown

At the confluence with Lowery Mill Creek Martin Mill Creek Approximately 190 feet downstream of SR 2546 2.5 2

Forsyth County, City Approximately 1,600 feet upstream of At the confluence with Muddy Creek Mill Creek 11.3 22

of Winston-Salem Davis Road

Date: November 8, 2007 Page E-17

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

City of Winston- Mill Creek Approximately 0.3 mile upstream of the confluence with Mill Creek At the confluence with Mill Creek 0.3 1

Salem Trib 16

City of Winston- Mill Creek Approximately 0.3 mile upstream of the confluence with Mill Creek

Approximately 0.6 mile upstream of the confluence with Mill Creek 0.3 0

Salem Trib 16.1

City of Winston- Mill Creek Approximately 0.6 mile upstream of the confluence with Mill Creek

Approximately 0.7 mile upstream of the confluence with Mill Creek 0.1 0

Salem Trib 16.1.1

City of Winston- Mill Creek Approximately 0.8 mile upstream of Bethabara Road At the confluence with Mill Creek 1.2 2

Salem Trib 23

Mill Creek City of Winston- Salem

Approximately 0.6 mile upstream of the confluence with Mill Creek At the confluence with Mill Creek 0.6 0

Trib 32

City of Winston- Mill Creek Approximately 0.6 mile upstream of the confluence with Mill Creek

Approximately 0.9 mile upstream of the confluence with Mill Creek 0.3 0

Salem Trib 32.1

City of Winston- Mill Creek Approximately 0.9 mile upstreamof the confluence with Mill Creek

Approximately 1.1 miles upstream of the confluence with Mill Creek 0.2 0

Salem Trib 32.1.2

Approximately 1.1 miles upstream of the confluence with Mill Creek

City of Winston- Mill Creek Approximately 1.6 miles upstream of the confluence with Mill Creek 0.5 1

Salem Trib 32.1.2.2

City of Winston- Mill Creek Approximately 1,000 feet upstream of Huntingreen Lane NW At the confluence with Mill Creek 1.6 3

Salem Trib 37

Forsyth County, Mill Creek Approximately 0.9 mile upstream of Bowens At the confluence with Muddy Creek 3.5 5

Village of Tobaccoville Number 3 Road

Date: November 8, 2007 Page E-18

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Monarcus Approximately 0.6 mile upstream of Linn City of Winston- Salem At the confluence with Mill Creek 2.4 10

Creek Station Road

Forsyth County, Muddy Creek (downstream)

At the Davidson/Forsyth County boundary

Village of Clemmons, City of Winston- At Interstate 40 4.6 5

Salem

Forsyth County, City Muddy Creek At Peace Haven Road At the Forsyth/Stokes County boundary 19.3 19 of Winston-Salem,

Town of Bethania (upstream)

Muddy Creek At the confluence with Muddy Creek

Approximately 500 feet upstream of the confluence with Muddy Creek Town of Bethania 0.1 0

Trib 17

Town of Bethania, Approximately 500 feet upstreamof the confluence with Muddy Creek

Muddy Creek Approximately 150 feet upstream of Bethabara Road City of Winston- 0.7 2

Trib 17.1 Salem

City of Winston- Muddy Creek Approximately 150 feet upstreamof Bethabara Road

Approximately 1,250 feet upstream of Walker Road 0.5 1

Salem Trib 17.1.1

City of Winston- Muddy Creek Approximately 0.8 mile upstream of Walker Approximately 1,250 feet upstream of Walker Road 0.6 0

Salem Trib 17.1.1.1 Road

City of Winston- Muddy Creek Approximately 0.8 mile upstream of Walker Road

Approximately 1.3 miles upstream of Walker Road 0.5 1

Salem Trib 17.1.1.1.2

Date: November 8, 2007 Page E-19

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Muddy Creek City of Winston- Salem

At the confluence with Muddy Creek

Approximately 1,100 feet upstream of the confluence with Muddy Creek 0.2 0

Trib 29

Approximately 1,100 feet upstream of the confluence with Muddy Creek

City of Winston- Muddy Creek Approximately 0.6 mile upstream of the confluence with Muddy Creek 0.4 0

Salem Trib 29.1

Approximately 0.6 mile upstream of the confluence with Muddy Creek

City of Winston- Muddy Creek Approximately 1,000 feet upstream of Milhaven Road 0.6 3

Salem Trib 29.1.1

City of Winston- Muddy Creek Approximately 1,000 feet upstream of Milhaven Road

Approximately 500 feet downstream of Tallison Drive 0.7 1

Salem Trib 29.1.1.2

City of Winston- Muddy Creek Trib 29.1.1.2.2

Approximately 500 feet downstream of Tallison Drive

Approximately 1,400 feet upstream of Tallison Drive 0.4 1

Salem

City of Winston- Muddy Creek At the confluence with Muddy Creek

Approximately 0.2 mile upstream of the confluence with Muddy Creek 0.2 0

Salem Trib 30

Approximately 0.2 mile upstream of the confluence with Muddy Creek

City of Winston- Muddy Creek Approximately 0.6 mile upstream of the confluence with Muddy Creek 0.3 0

Salem Trib 30.1

Approximately 0.6 mile upstream of the confluence with Muddy Creek

City of Winston- Muddy Creek Approximately 200 feet upstream of 0.2 3

Salem Trib 30.1.2 Bryansplace Road

At the confluence with Muddy Creek

Approximately 0.6 mile upstream of Spicewood Drive Forsyth County Oil Mill Branch 0.9 1

Date: November 8, 2007 Page E-20

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Forsyth County, At the confluence with Muddy Creek Parkers Creek Approximately 0.8 mile upstream of SR 1898 1.2 1

Village of Tobaccoville

City of Winston- At the confluence with Salem Creek

Approximately 0.2 mile upstream of Robinhood Road NW Peters Creek 3.1 11

Salem

City of Winston- Peters Creek At the confluence with Peters Creek

Approximately 0.2 mile upstream of the confluence with Peters Creek 0.2 2

Salem Trib 2

Approximately 0.2 mile upstream of the confluence with Peters Creek

City of Winston- Peters Creek Just upstream of University Parkway NW 0.5 4

Salem Trib 2.1

City of Winston- Peters Creek Approximately 155 feet upstream of Just upstream of University Parkway NW 0.3 1

Salem Trib 2.1.1 Underwood Avenue

City of Winston- Peters Creek Approximately 155 feet upstreamof Underwood Avenue Just downstream of Patterson Avenue 0.4 2

Salem Trib 2.1.1.2

Forsyth County; Town of Lewisville

Approximately 1,480 feet upstream of Fairhaven Road Reynolds Creek At the confluence with Muddy 1.5 2

At the Forsyth/Davidson County boundary Forsyth County Rich Fork Approximately 1.0 mile upstream of US 311 1.9 4

Forsyth County, City Salem Creek (downstream)

At the confluence with Muddy Creek At Ebert Road SW 5.1 3

of Winston-Salem

City of Winston- Salem Creek (upstream)

Approximately 1.5 miles upstream of the confluence with Kerner Mill Creek At Silas Creek Parkway 6.8 14

Salem

Date: November 8, 2007 Page E-21

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

City of Winston- Salem Creek At the confluence with Salem Creek

Approximately 0.5 mile upstream of the confluence with Salem Creek 0.5 1

Salem Trib 2

Approximately 0.5 mile upstream of the confluence with Salem Creek

City of Winston- Salem Creek Approximately 0.9 mile upstream of the confluence with Salem Creek 0.4 0

Salem Trib 2.2

City of Winston- Salem Creek At the confluence with Salem Creek

Approximately 0.1 mile upstream of the confluence with Salem Creek 0.1 1

Salem Trib 6

Approximately 0.1 mile upstream of the confluence with Salem Creek

City of Winston- Salem Creek Approximately 0.4 mile upstream of Peachtree Street 0.5 1

Salem Trib 6.1

City of Winston- Salem Creek At the confluence with Salem Creek

Approximately 0.6 mile upstream of the confluence with Salem Creek 0.6 2

Salem Trib 8

City of Winston- Salem Creek At the confluence with Salem Creek

Approximately 0.4 mile upstream of the confluence with Salem Creek 0.4 3

Salem Trib 9

City of Winston- Salem Creek At the confluence with Salem Creek

Approximately 0.2 mile upstream of Silas Creek Parkway 1.5 5

Salem Trib 20.1

City of Winston- Salem Creek Approximately 110 feet upstream of Martin At the confluence with Salem Creek Trib 20.1 0.6 5

Salem Trib 20.1.1 Street

City of Winston- Salem Creek At the confluence with Salem Creek At the confluence with Salem Creek Trib 20.1 0.3 1

Salem Trib 20.1.2 Trib 20.1.2.1

Date: November 8, 2007 Page E-22

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

City of Winston- Salem Creek At the confluence with Salem Creek Trib 20.1.2

Approximately 0.3 mile upstream of the confluence with Salem Creek Trib 20.1.2 0.3 1

Salem Trib 20.1.2.1

City of Winston- Salem Creek Approximately 0.2 mile downstream of Westover Road

Approximately 0.2 mile upstream of Westover Road 0.4 1

Salem Trib 20.1.2.1.2

City of Winston- Salem Creek Approximately 250 feet upstream of At the confluence with Salem Creek Trib 20.1.2 0.3 3

Salem Trib 20.1.2.2 Maplewood Avenue

City of Winston- Salem Creek Approximately 0.2 mile upstream of Melinda Approximately 250 feet upstreamof Maplewood Avenue 0.3 1

Salem Trib 20.1.2.2.1 Drive

Approximately 1 mile upstream of the At the confluence with South Fork Muddy Creek Forsyth County Sawmill Branch 0.8 1

confluence with South Fork Muddy Creek

Forsyth County, City Just downstream of the Forsyth/Davidson At the confluence with South Fork Muddy Creek Soakas Creek 1.9 8

of Winston-Salem County boundary

Forsyth County, City Approximately 300 feet downstream of At the confluence with Muddy Creek Silas Creek 9.9 21

of Winston-Salem University Parkway

City of Winston- Silas Creek At the confluence with Silas Creek

Approximately 0.1 mile upstream of the confluence with Silas Creek 0.1 0

Salem Trib 16

Approximately 0.1 mile upstream of the confluence with Silas Creek

City of Winston- Silas Creek Approximately 0.3 mile upstream of the confluence with Silas Creek 0.2 0

Salem Trib 16.1

Date: November 8, 2007 Page E-23

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Approximately 0.3 mile upstream of the confluence with Silas Creek

City of Winston- Silas Creek Approximately 350 feet upstream of Pine Valley Road 0.4 1

Salem Trib 16.1.1

City of Winston- Silas Creek Approximately 1,550 feet upstream of Pine Approximately 350 feet upstreamof Pine Valley Road 0.2 0

Salem Trib 16.1.1.1 Valley Road

City of Winston- Silas Creek Trib 16.1.1.1.1

Approximately 1,550 feet upstream of Pine Valley Road Just downstream of Buena Vista Road 0.3 0

Salem

At the confluence with Kerners Mill Creek

Approximately 0.4 mile upstream of Kernersville Road Forsyth County Smith Creek 2.4 5

Forsyth County, City South Fork Approximately 0.4 mile feet upstream of At the Forsyth/Davidson County boundary 13.2 14

of Winston-Salem Muddy Creek Swaim Road

South Fork At the confluence with South Fork Muddy Creek

Approximately 0.6 mile upstream of the confluence of South Fork Muddy Creek Forsyth County 0.6 0 Muddy Creek

Trib 8

South Fork At the confluence with South Fork Muddy Creek Trib 8 Forsyth County At the Forsyth/Davidson County Boundary 0.4 0 Muddy Creek Trib

8.1

At the confluence with South Fork Muddy Creek

Approximately 1.2 miles upstream of the confluence with South Fork Muddy Creek Forsyth County Swaim Creek 1.2 1

At the confluence with Reynolds Creek

Approximately 1.2 miles upstream of the confluence with Reynolds Creek Forsyth County Tomahawk Creek 1.2 3

Date: November 8, 2007 Page E-24

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Approximately 1.2 miles upstream of the confluence with Reynolds Creek

Tomahawk Creek Approximately 0.6 mile upstream of Brookberry Farms Road Forsyth County 0.8 1

Trib 3

Tomahawk Approximately 0.6 mile upstream of Brookberry Farms Road

Approximately 0.8 mile upstream of Brookberry Farms Road Forsyth County 0.2 0

Creek Trib 3.2

Tomahawk Creek Trib 3.2.1

Approximately 0.8 mile upstream of Brookberry Farms Road

Approximately 1.0 mile upstream of Brookberry Farms Road Forsyth County 0.2 0

Tomahawk Creek Approximately 1.0 mile upstream of Brookberry Farms Road

Approximately 1.4 miles upstream of Forsyth County 0.4 0

Trib 3.2.1.1 Brookberry Farms Road

Tomahawk Creek Trib 3.2.1.1.1

Approximately 150 feet downstream of Robinhood Road

Approximately 150 feet upstream of Robinhood Road Forsyth County 0.1 1

Tomahawk Creek Trib 3.2.1.2

At the confluence with Tomahawk Creek Trib 3.2.1

Approximately 0.4 mile upstream of the confluence with Tomahawk Creek Trib 3.2.1 Forsyth County 0.4 1

Approximately 0.4 mile upstream of the confluence with Tomahawk Creek Trib 3.2.1

Tomahawk Creek Trib 3.2.1.2.1

Approximately 0.5 mile upstream of the confluence with Tomahawk Creek Trib 3.2.1 Forsyth County 0.1 1

Forsyth County Yadkin River See Davie County description See Davie County description - -

At the confluence with Yadkin River

Approximately 0.7 mile upstream of Dock Davis Road Forsyth County Yadkin River Trib 36 1.1 2

Approximately 0.4 upstream of State Hwy 150 (Oak Ridge Farm Highway)

Iredell County, Approximately 315 feet upstream of State Hwy 801 (West Park Ave) Back Creek 0.3 1

Town of Mooresville

Date: November 8, 2007 Page E-25

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

City Fourth Creek At the confluence with Fourth Creek Just upstream of Victory Lane 0.6 5

of Statesville Trib 34

Fourth Creek At the confluence with Fourth Creek Trib 34 Iredell County Approximately 0.2 mile upstream of I-40 0.2 0

Trib 34.1

Fourth Creek At the confluence with Fourth Creek Trib 34.1 Iredell County Approximately 0.3 mile upstream of I-40 0.1 0

Trib 34.1.1

Fourth Creek Approximately 380 feet upstream of South At the confluence with Fourth Creek City of Statesville 2.3 8

Trib 36 Green Street

Iredell County, City Fourth Creek At the confluence with Fourth Creek

Approximately 0.6 mile upstream of the confluence with Fourth Creek 0.6 1

of Statesville Trib 41

Iredell County, City Approximately 0.6 mile upstream of State At the confluence with Morrisons Creek Gregory Creek 2.1 2

of Statesville Hwy 115

Gregory Creek At the confluence with Gregory Creek

Approximately 0.7 mile upstream of the confluence with Gregory Creek City of Statesville 0.7 6

Trib 4

At the confluence with Third Creek

Approximately 0.7 mile upstream of the confluence with Third Creek Iredell County I-L Creek 0.7 0

Iredell County, City Approximately 0.6 mile downstream of Shiloh Road

Approximately 1,400 feet downstream of Interstate 40 Third Creek 10.4 8

of Statesville

Third Creek At the confluence with Third Creek

Approximately 200 feet downstream of Newton Drive Iredell County 0.6 0

Trib 27

Date: November 8, 2007 Page E-26

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Third Creek Trib Approximately 1,150 feet upstream of Approximately 200 feet downstream of Newton Drive Iredell County 0.2 1

27.1 Newton Drive

At the confluence with Yadkin River

Approximately 0.3 mile downstream of State Road 1130 Montgomery County Clarks Creek 8.6 6

Montgomery County; Town of Mount Gilead

At the confluence with Clarks Creek Clarks Creek Trib 17 At NC-731 0.922 6

At the confluence with Little River Montgomery County Half Mile Branch At State Road 1519 (Capelsie Road) 0.7 1

Approximately 1.1 miles upstream of Pekin Road Montgomery County Little River At NC 24/27 5.1 4

Montgomery Approximately 1,100 feet upstream of State At the confluence with Densons

Creek Suck Branch 2 2 County, Town of Road 1320

Troy

At the confluence with Pee Dee River and Yadkin River Montgomery County Uwharrie River Just downstream of NC-109 7.7 0

At the confluence with Hitchcock Creek

Richmond County, Cityof Rockingham Falling Creek Approximately 1,350 feet upstream of US Route 1 4

Approximately 1,300 feet upstream of Midway Road

Richmond County, Cityof Rockingham Hitchcock Creek Approximately 50 feet upstream of Steele Street 1.9 5

Approximately 1,200 feet upstream of Long North Prong Falling Creek

At the confluence with Falling Creek

Richmond County; Cityof Rockingham 1.4 4

Drive

Date: November 8, 2007 Page E-27

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Richmond County, Cityof Rockingham, City ofHamlet

South Prong At the downstream end of Richmond College At the confluence with Falling Creek 4.7 5

Falling Creek Lake Dam

Approximately 0.6 mile upstream of Moose Road

Approximately 0.4 mile upstream of State Road 1337 Rowan County Cold Water Creek 3.6 4

Cold Water Creek At the confluence with Cold Water Creek

Approximately 0.7 mile upstream of China Grove Road Rowan County 0.7 1

Trib 2

Rowan County, City Cold Water Creek At the confluence with Cold Water Creek Trib 2 At East 22nd Street 1.8 4

of Kannapolis Trib 2.3

Rowan County, City Cold Water Creek At the confluence with Cold Water Creek Trib 2.3

Approximately 0.4 mile upstream of the confluence with Cold Water Creek Trib 2.3 0.4 0

of Kannapolis Trib 2.3.3

Rowan County, Approximately 0.3 mile upstream of Cold Water Creek Trib 2.4

At the confluence with Cold Water Creek Trib 2 2.7 6

Town of Landis Chapel Street

Cold Water Creek At the confluence with Cold Water Creek Rowan County At U.S. Highway 29 1.1 2

Trib 8

Cold Water Creek At the confluence with Cold Water Creek

Approximately 0.3 mile upstream of State Road 1232 (Pine Ridge Road) Rowan County 0.6 1

Trib 11

Cold Water Creek At the confluence with Cold Water Creek

Approximately 500 feet upstream of State Road 1337 (Lentz Road) Rowan County 1.7 4

Trib 12

Date: November 8, 2007 Page E-28

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Rowan County, Cold Water Creek At the confluence with Cold

Water Creek Approximately 0.2 mile upstream of SR 1221 (Bostian Road) 1 3 Town of China

Trib 13 Grove

Approximately 0.2 mile upstream of At the confluence with Town Creek City of Salisbury Concord Road Creek 0.8 4

Interstate 85

At the confluence with Cold Water Creek

Approximately 140 feet upstream of East Mills Drive Town of Landis Correll Creek 0.3 1

Crane Creek Approximately 0.3 mile upstream of Webb At the confluence with Crane Creek Rowan County 1.2 2

Trib 12 Road

Crane Creek At the confluence with Crane Creek Trib 12

Approximately 0.1 mile upstream of the confluence with Crane Creek Trib 12 Rowan County 0.1 0

Trib 12.1

Approximately 0.1 mile upstream of the confluence with Crane Creek Trib 12

Crane Creek Rowan County At Ted Lane 0.6 2

Trib 12.1.2

Rowan County, Crane Creek At the confluence with Crane Creek At Lakeview Drive 2 5

Town of Faith Trib 23

At the confluence with Crane Creek Crane Creek Trib

23.3 Rowan County At the confluence with Crane Creek Trib 23.3.1 0.2 0 Trib 23

Rowan County, Crane Creek Trib 23.3.1

At the confluence with Crane Creek Trib 23.3

Approximately 0.1 mile upstream of the confluence with Crane Creek Trib 23.3 0.1 0

Town of Faith

Date: November 8, 2007 Page E-29

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Approximately 0.2 mile upstream of the confluence with Crane Creek Trib 23.3

Crane Creek Town of Faith At Gardner Street 0.3 0

Trib 23.3.1.2

Crane Creek Trib 23.3.2

At the confluence with Crane Creek Trib 23.3 Town of Faith At Legion Club Drive 0.4 2

Crane Creek At the confluence with Crane Creek Rowan County Approximately 0.6 mile upstream of Faith Road 0.8 2

Trib 26

Crane Creek Approximately 0.6 mile upstream of Faith Road Rowan County At Legion Club Road 0.3 1

Trib 26.2

Approximately 0.8 mile upstream of Cauble At the confluence with Grants Creek Rowan County Draft Branch 4.9 3

Road

Draft Branch Approximately 400 feet downstream of At the confluence with Draft Branch Rowan County 1.1 0

Trib 3 Neil Road

Draft Branch Approximately 400 feet downstream of Neil Road Rowan County Approximately 0.6 mile upstream of Neil Road 0.7 1

Trib 3.5

Draft Branch At the confluence with Draft Branch Rowan County Approximately 0.8 mile upstream of Lentz Road 2.6 3

Trib 12

Dutch Buffalo At the Rowan/Cabarrus County boundary Rowan County At Rogers Road 2.4 2

Creek

Dutch Buffalo Creek Trib 1

At the confluence with Dutch Buffalo Creek Rowan County At Roy Cline Road 1.3 2

Date: November 8, 2007 Page E-30

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

East Spencer High Creek

At the confluence with Ice Plant Creek Town of East Spencer Approximately 60 feet upstream of Grant Street 0.2 2

At the confluence with Lake Wright Branch

Approximately 0.8 mile upstream of SR 1541 (Stirewalt Road) Rowan County Five Forks Tributary 1.1 1

Approximately 150 feet upstream of Lake At the confluence with Grants Creek City of Salisbury Henderson Branch 1.2 4

Avenue

Henderson Branch Tributary

At the confluence with Henderson Branch City of Salisbury Just upstream of Franklin Road 0.2 2

Hopkins Street Branch

At the confluence with Town Creek

Approximately 700 feet upstream of Hopkins Street City of Salisbury 0.2 1

Rowan County, Town of East Spencer

At the confluence with Town Creek

Approximately 1,500 feet upstream of Grant Street Ice Plant Creek 0.7 3

At the confluence with Town Creek

Approximately 400 feet upstream of Shaver Street City of Salisbury Innis Street Creek 0.5 7

Rowan County, Irish Buffalo At the Rowan/Cabarrus County boundary At the confluence of Irish Buffalo Creek Trib 8 2.0 2

City of Kannapolis Creek

Irish Buffalo Approximately 0.2 mile downstream of West At the confluence with Irish Buffalo Creek City of Kannapolis 1.9 4

Creek Trib 2 22nd Street

Irish Buffalo At the confluence with Irish Buffalo Creek Trib 2 City of Kannapolis At Goldston Street 0.3 1

Creek Trib 2.1

Date: November 8, 2007 Page E-31

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Irish Buffalo At the confluence with Irish Buffalo Creek Trib 2

Approximately 0.1 mile upstream of the confluence with Irish Buffalo Creek Trib 2 City of Kannapolis 0.1 0

Creek Trib 2.3

Approximately 0.1 mile upstream of the confluence with Irish Buffalo Creek Trib 2

Irish Buffalo City of Kannapolis At the Rowan/Cabarrus County boundary 0.4 3

Creek Trib 2.3.1

Irish Buffalo At the confluence with Irish Buffalo Creek Trib 2

Approximately 0.8 mile upstream of the confluence with Irish Buffalo Creek Trib 2 City of Kannapolis 0.8 1

Creek Trib 2.5

Irish Buffalo At the confluence with Irish Buffalo Creek Trib 2

Approximately 0.5 mile upstream of the confluence with Irish Buffalo Creek Trib 2 City of Kannapolis 0.5 0

Creek Trib 2.6

Irish Buffalo At the confluence with Irish Buffalo Creek Trib 2

Approximately 0.3 mile upstream of Rosemont Avenue City of Kannapolis 0.8 6

Creek Trib 2.7

Irish Buffalo Approximately 0.5 mile upstream of West 22nd Street Rowan County At West 22nd Street 0.5 0

Creek Trib 2.7.1

At the confluence with Railroad Branch

Approximately 160 feet upstream of Shaver Street Town of East Spencer Jackson Branch 0.4 1

Approximately 1.1 miles upstream of Lake At the confluence with Grants Creek Rowan County Lake Wright Branch 4.7 5

Wright Road

At the confluence with Grants Creek

Approximately 2.0 miles upstream of Weaver Road Rowan County Little Creek 6.5 6

Rowan County, Town of Spencer

At the confluence with Grants Creek

Approximately 0.3 mile upstream of the confluence with Grants Creek Lomax Creek 0.3 0

Date: November 8, 2007 Page E-32

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Main Street At the confluence with Thomas Street Creek

Approximately 900 feet upstream of Military Avenue City of Salisbury 0.2 1

Tributary

Approximately 400 feet upstream of Craig At the confluence with Grants Creek City of Salisbury Mahaley Branch 1.8 15

Street

Mahaley Branch Tributary

At the confluence with Mahaley Branch

Approximately 400 feet upstream of South West Street City of Salisbury 0.2 2

Rowan County, City of Salisbury

Maple Avenue Approximately 800 feet upstream of Wilson At the confluence with Woodleaf Branch 0.7 3

Branch Road

At the confluence with Grants Creek

Approximately 270 feet upstream of West Ryder Avenue Town of Landis Mill Creek 0.3 1

At the confluence with Lake Wright Branch

Approximately 0.6 mile upstream of the confluence with Lake Wright Branch Rowan County North Fork Tributary 0.6 1

At the confluence with Town Creek City of Salisbury Park Avenue Branch Approximately 0.3 mile upstream of Cedar Street0.4 1

Approximately 0.3 mile upstream of Market Approximately 800 feet upstreamof Sides Road Town of Rockwell Peeler Branch 1 3

Street

Rowan County, Town of East Spencer

At the confluence with Town Creek

Approximately 160 feet upstream of Shaver Street Railroad Branch 0.8 2

Rowan County, Approximately 350 feet upstream of South At the confluence with Grants Creek Rocky Branch 1.4 5

Town of Spencer Yadkin Avenue

Date: November 8, 2007 Page E-33

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APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Rowan County, Rowan Avenue Park Stream

At the confluence with Grants Creek

Approximately 600 feet upstream of North Salisbury Avenue 1.8 5

Town of Spencer

At the confluence with Peeler Branch

Approximately 0.5 mile upstream of the confluence with Peeler Branch Town of Rockwell Sides Branch 0.5 0

Rowan County, At the confluence with Grants Creek

Approximately 230 feet upstream of South Spencer Avenue Sixth Street Branch 0.6 4

Town of Spencer

Southern Railroad Branch

At the confluence with Rowan Avenue Park Stream

Approximately 700 feet upstream of North Salisbury Avenue Town of Spencer 0.3 2

Approximately 950 feet upstream of South Approximately 40 feet upstream of South Spencer Avenue Town of Spencer Spring Hill Branch 0.5 1

Rowan Avenue

Approximately 40 feet upstream of Clinton Rowan County; Town of China Grove

At the confluence with Grants Creek Swearington Branch 0.3 3

Street

Rowan County, Approximately 500 feet upstream of At the confluence with Crane Creek Tar Branch 1.2 4

City of Salisbury Rose Avenue

At the confluence with Tar Branch

Approximately 0.3 mile upstream of the confluence with Tar Branch 0.3 3 City of Salisbury Tar Branch Tributary

Rowan County, Approximately 60 feet upstream of South At the confluence with Grants Creek Third Street Creek 0.6 2

Town of Spencer Jordan Avenue

Approximately 180 feet upstream of Town Rowan County; Town of Landis

At the confluence with Cold Water Creek Town Branch 2.4 7

Street

Date: November 8, 2007 Page E-34

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Rowan County, Town Creek (downstream)

At the confluence with Crane Creek Town of Salisbury Corporate Limits 4.4 4 Town of East

Spencer

Town Creek (upstream)

Town of Salisbury Corporate Limits Rowan County At Mount Hope Church Road 5.2 9

Town Creek Approximately 0.3 mile upstream of At the confluence with Town Creek Rowan County 1 5

Trib 2 Weaver Road

Town Creek Approximately 0.3 mile upstream of Weaver Road

Approximately 0.9 mile upstream of Rowan County 0.6 0

Trib 2.3 Weaver Road

Rowan County, City Town Creek Approximately 0.4 mile upstream of At the confluence with Town Creek 1.7 4

of Salisbury Trib 15 Interstate 85

At the confluence with Town Creek Rowan County, City Town Creek Approximately 1.0 mile upstream of

1.1 3 of Salisbury Trib 15.1 Interstate 85 Trib 15

Town Creek At the confluence with Town Creek

Approximately 300 feet upstream of Railroad Street City of Salisbury 0.5 3

Trib 20

Ut (1523698.14, 642252.00)

At the Rowan/Cabarrus County boundary City of Kannapolis At East 13th Street 0.7 7

Vance Avenue At the confluence with Town Creek

Approximately 0.3 mile upstream of Walnut Street City of Salisbury 0.4 1

Branch

Date: November 8, 2007 Page E-35

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Approximately 520 feet upstream of North At the confluence with Rowan Avenue Park Stream Town of Spencer Walton Branch 0.7 3

Yadkin Avenue

At the confluence with Maple Avenue Branch

Approximately 400 feet upstream of Crosby Street 0.4 4 City of Salisbury Wiley Avenue Branch

Rowan County, City of Salisbury

At the confluence with Grants Creek Woodleaf Branch At Lincolnton Road 0.7 2

At the confluence with Lake Wright Branch

Approximately 0.9 mile upstream of the confluence with Lake Wright Branch Rowan County Wright Branch 0.9 0

Approximately 50 feet downstream of Efrid At the confluence with Long Creek City of Albemarle Little Long Creek 1.7 5

Street

Approximately 0.6 mile upstream of SR 1573 (North 2nd Street) City of Albemarle Little Long Creek Just downstream of SR 1523 (Carter Road) 2.8 5

Stanly County, City At the confluence with Little Long Creek Long Creek At Austin Road 6.8 7

of Albemarle

Approximately 900 feet upstreamof North 6th Street

Approximately 1,130 feet upstream of SR 1542 (Ridge Street) City of Albemarle Melchor Branch 0.8 4

Melchor Branch Approximately 0.1 mile upstream of Foxrun At the confluence with Melchor Branch City of Albemarle 0.2 2

Trib 1 Drive

Approximately 520 feet upstream of US-52/ At the confluence with Little Long Creek City of Albemarle Poplin Creek 0.5 1

NC-73

Date: November 8, 2007 Page E-36

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Stanly County, City Approximately 0.6 mile upstream of Snuggs Street Town Creek At Austin Road 2.3 3

of Albemarle

Crooked Run At the Stokes/Forsyth County Boundary Stokes County At Meadowbrook Drive 0.9 1

Creek

Stokes, Town Approximately 0.2 mile upstream of Goff Road

Approximately 100 feet upstream of Danbury Creek 1.5 3

of King Winfield Drive

Surry County, Town At the confluence with Yadkin River

At the Surry County boundary (NC/VA state boundary) Ararat River 9.9 9

of Mount Airy

At the confluence with Stewarts Creek

Approximately 0.3 mile upstream of the confluence with Stewarts Creek

Surry County; Town ofMount Airy Beech Creek 0.3 0

At the confluence with Pauls Creek Surry County Brushy Fork At State Road 1625 (Miller Road) 0.3 0

At the confluence with Stewarts Creek Surry County Benson Creek At State Road 1621 (Sparger Road) 0.1 0

At the confluence with Ararat River Surry County Champ Creek Approximately 0.1 mile upstream of Slate Road 0.3 1

Approximately 0.5 mile upstream of the confluence with Yadkin River

Approximately 0.7 mile upstream of Meadowbrook Road Surry County Dutchman Creek 1.2 1

Dutchman Creek Trib 2

At the confluence with Dutchman Creek

Approximately 0.1 mile upstream of Dutchman Creek Road Surry County 0.56 2

Date: November 8, 2007 Page E-37

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Approximately 0.7 mile upstream of Spring At the confluence with Elkin Creek Surry County Elkin Creek Trib 7 0.8 2

Street

At the confluence with Ararat River

Approximately 0.5 mile upstream of the confluence with Ararat River Surry County Faulkner Creek 0.5 0

Approximately 0.6 mile downstream of the NC/ At the Town of Mount Airy corporate limits Surry County Lovills Creek 2.4 1

VA state boundary

At the confluence with Stewarts Creek

Approximately 0.3 mile upstream of the confluence with Stewarts Creek Surry County Moores Fork 0.3 0

At the confluence with Stewarts Creek

Approximately 1.5 miles upstream of State Road 1625 Surry County Pauls Creek 5.4 4

At the confluence with Lovills Creek Town of Mount Airy Rocky Creek Approximately 0.1 mile upstream of Boggs Drive 2.1 6

Approximately 0.2 mile upstream of the confluence with Ararat River

Approximately 0.9 mile downstream of VA/NC boundary Surry County Stewarts Creek 15.7 9

Bearskin Creek At the confluence with Bearskin Creek

Approximately 0.1 mile upstream of the confluence with Bearskin Creek City of Monroe 0.1 0

Trib 9

Bearskin Creek At the confluence with Bearskin Creek Trib 9

Approximately 500 feet upstream of NC-84/NC-75/Franklin Street City of Monroe 0.4 2

Trib 9.1

Union County, Town Approximately 500 feet downstream of SR

Goose Creek At NC 218 7.7 5 of Indian Trail, 1524 (Stevens Mill Road)

Town of Hemby Bridge

Date: November 8, 2007 Page E-38

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

At the Anson/Union County Boundary

Approximately 0.8 mile upstream of SR 1901 (Hastey Road) Union County Lanes Creek 1.1 1

Meadow Branch At the confluence with Meadow Branch

Approximately 40 feet upstream of SR 1002 (EasWilson Street) Town of Wingate 0.3 3

Trib 10

Union County, City Richardson Creek At the confluence with Rays Fork At the dam on Lake Lee 5.1 6

of Monroe

Richardson Creek Trib 59

At the confluence with Richardson Creek City of Monroe At US Hwy 74/601 (Roosevelt Boulevard) 0.9 5

Approximately 0.4 mile upstream of the confluence with Richardson Creek

Richardson Creek Trib 76.1

Approximately 0.6 mile upstream of the confluence with Richardson Creek City of Monroe 0.2 0

Richardson Creek Trib 76.1.2

At the confluence with Richardson Creek Trib 76.1

Approximately 0.2 mile upstream of the confluence with Richardson Creek Trib 76.1 City of Monroe 0.2 0

Richardson Creek Trib 76.1.1

At the confluence with Richardson Creek Trib 76.1 City of Monroe Just downstream of Sunset Drive 0.7 2

Approximately 0.2 mile upstream of the confluence with Richardson Creek Trib 76.1

Richardson Creek Trib 76.1.2.1

Approximately 0.4 mile upstream of the confluence with Richardson Creek Trib 76.1 City of Monroe 0.2 0

Approximately 0.4 mile upstream of the confluence with Richardson Creek Trib 76.1

Richardson Creek Trib 76.1.2.1.1 City of Monroe At SR 2139 (Griffith Road) 0.3 2

Date: November 8, 2007 Page E-39

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Union County, City Stewarts Creek At NC-200 Just upstream of Rocky River Road 7.9 6

of Monroe

Town of North Wilkesboro

Approximately 0.6 mile downstream of State Hwy 268

Approximately 0.3 mile upstream of State Hwy 268 Long Creek 1.2 1

Wilkes County, Approximately 0.2 mile upstream of the North Wilkesboro municipal boundary Reddies River At confluence with Yadkin River 2.0 1 Town of North

Wilkesboro

Reddies River Town of North Wilkesboro

At the confluence with Reddies River

Approximately 140 feet upstream of McElwee Street 0.6 4

Trib 1

Town of North Wilkesboro

At the confluence with Yadkin River

Approximately 0.3 mile upstream of the confluence with Yadkin River Yadkin River Trib 37 0.3 2

Approximately 550 feet upstreamof the confluence with Jones Yadkin County Beaverdam Creek At State Route 1312 1.2 1

Approximately 0.8 mile upstream of Swaim Approximately 800 feet upstreamof Swaim Street Yadkin County Cobb Creek 0.6 1

Street

At the confluence with Yadkin River Yadkin County Deep Creek At the confluence of North/South Deep Creek 3.5 3

Approximately 0.3 mile upstream of the confluence with Yadkin River

Yadkin County, Town of Jonesville Fall Creek 2 Approximately 75 feet downstream of NC-67 0.6 1

At the confluence with South Deep Creek

Approximately 0.5 mile upstream of Old Stage Road Yadkin County Harmon Creek 1.4 1

Date: November 8, 2007 Page E-40

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX E: SUMMARY OF FLOODING SOURCES TO BE REDELINEATED (CONTINUED)

Final Basin Plan — Yadkin River Basin

County or Municipality

Reach Description Flooding Source

Downstream Limit

Approx. Estimated

Upstream Limit

Reach Number of Length Hydraulic (miles) Structures

Yadkin County, At the confluence with Yadkin River Sandyberry Creek At State Route 1331 (Center Road) 2.3 1 Town of Jonesville,

Town of Arlington

At the confluence with Deep Creek Yadkin County South Deep Creek At Old Stage Road 2.2 1

TOTAL 801.612 1176

Date: November 8, 2007 Page E-41

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX F: SUMMARY OF VARIATIONS FROM COMMUNITY-IDENTIFIED NEEDS AND PRIORITIES

Final Basin Plan — Yadkin River Basin

Community Flooding

Community County Source Reach Description

Need and Community Basin Plan Reason for Priority Recommendation Method of Study* Variation

Stanly County south to 0.9 miles south of Smith Creek Anson County Anson Pee Dee River High - 1 Detailed Study Limited Detail Study Funding Limited

0.7 miles south of US 74 to confluence with Goulds Fork

Trib. 4 Anson County Anson Goulds Fork High - 1 Detailed Study Limited Detail Study Funding Limited

Lexington/ Davidson County

Davidson Abbotts Creek Confluence with Swearing

Creek Trib. 4 north to Forsyth County border

Limited Detail Study/ Redelineation High – 1 Detailed Study Funding Limited

Forsyth County Forsyth Yadkin River

0.4 miles south of confluence with Fries Creek south to 0.4

miles south of confluence with Trib. 16

High - 1 Detailed Study Limited Detail Study Funding Limited

0.3 miles north of Trib 17 to 1.8 miles north of Solomons

Creek

Richmond County Richmond Pee Dee River High - 1 Detailed Study Limited Detail Study Funding Limited

Jakes Mountain Road southeast to the Wilkes

County border

Funding Limited/Pisgah National Forest

Watauga County Watauga Elk Creek High – 1 Detailed Study Limited Detail Study

Wilkesboro Wilkes Cub Creek Pennel Road north to confluence with Yadkin River High – 1 Detailed Study Limited Detail Study Limited Funding

* State’s Recommendation and the method that will be used to study the reach

Date: November 8, 2007 Page F-1

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North Carolina Floodplain Mapping Program Cooperating Technical State

APPENDIX F: SUMMARY OF VARIATIONS FROM COMMUNITY-IDENTIFIED NEEDS AND PRIORITIES

Final Basin Plan — Yadkin River Basin

Community Flooding Community Basin Plan Reason for Community County Need and Source Reach Description Priority Recommendation Method of Study* Variation

At the confluence with North Fork Reddies River to a point

approximately 0.6 mile upstream of SR 1570 (Mertie

Road)

Steep sloping topography, no

water/sewer service, limited

population

Limited Detailed Study Wilkes County Wilkes Mill Creek High – 1 Detailed Study

Limited Funding/Pisgah National Forest

Moravian Creek

NC 16 north to confluence with Yadkin River Moravian Falls Wilkes High – 1 Detailed Study Limited Detail Study

Limited Funding/Pisgah National Forest

Source to confluence with North Fork Reddies River Wilkes County Wilkes Mill Creek High – 1 Detailed Study Limited Detail Study

Jonesville Yadkin Yadkin River Confluence with Sandyberry

Creek to east border of Jonesville

High – 1 Detailed Study Limited Detail Study Limited Funding

2.1 miles south of Trib. 39 to 2.4 miles north of US 421 Yadkin County Yadkin Yadkin River High – 1 Detailed Study Limited Detail Study Limited Funding

* State’s Recommendation and the method that will be used to study the reach

Date: November 8, 2007 Page F-2