# [Amended]
**AGENCY:**
Federal Emergency Management Agency (FEMA), Department of Homeland Security.
**ACTION:**
Final rule.
**SUMMARY:**
Base (1% annual chance) Flood Elevations (BFEs) and modified BFEs are made final for the communities listed below. The BFEs and modified BFEs are the basis for the floodplain management measures that each community is required either to adopt or to show evidence of being already in effect in order to qualify or remain qualified for participation in the National Flood Insurance Program (NFIP).
**DATES:**
*Effective Dates:* The date of issuance of the Flood Insurance Rate Map (FIRM) showing BFEs and modified BFEs for each community. This date may be obtained by contacting the office where the maps are available for inspection as indicated on the table below.
**ADDRESSES:**
The final BFEs for each community are available for inspection at the office of the Chief Executive Officer of each community. The respective addresses are listed in the table below.
**FOR FURTHER INFORMATION CONTACT:**
Doug Bellomo, P.E., Hazard Identification Section, FEMA, 500 C Street, SW., Washington, DC 20472, (202) 646-2903.
**SUPPLEMENTARY INFORMATION:**
FEMA makes the final determinations listed below for the modified BFEs for each community listed. These modified elevations have been published in newspapers of local circulation and ninety (90) days have elapsed since that publication. The Mitigation Division Director has resolved any appeals resulting from this notification.
This final rule is issued in accordance with Section 110 of the Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR part 67.
The Agency has developed criteria for floodplain management in floodprone areas in accordance with 44 CFR part 60.
Interested lessees and owners of real property are encouraged to review the proof Flood Insurance Study and FIRM available at the address cited below for each community.
The BFEs and modified BFEs are made final in the communities listed below. Elevations at selected locations in each community are shown.
*National Environmental Policy Act.* This rule is categorically excluded from the requirements of 44 CFR Part 10, Environmental Consideration. No environmental impact assessment has been prepared.
*Regulatory Flexibility Act.* The Mitigation Division Director certifies that this rule is exempt from the requirements of the Regulatory Flexibility Act because final or modified BFEs are required by the Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and are required to establish and maintain community eligibility in the NFIP. No regulatory flexibility analysis has been prepared.
*Regulatory Classification.* This final rule is not a significant regulatory action under the criteria of Section 3(f) of Executive Order 12866 of September 30, 1993, Regulatory Planning and Review, 58 FR 51735.
*Executive Order 13132, Federalism.* This rule involves no policies that have federalism implications under Executive Order 13132.
*Executive Order 12988, Civil Justice Reform.* This rule meets the applicable standards of Executive Order 12988.
**List of Subjects in 44 CFR Part 67**
Administrative practice and procedure, flood insurance, reporting and recordkeeping requirements.
**44 CFR Part 67**
Accordingly, 44 CFR Part 67 is amended as follows:
**PART 67—[AMENDED]**
1. The authority citation for Part 67 continues to read as follows:
**Authority:**
42 U.S.C. 4001 *et seq.* ; Reorganization Plan No. 3 of 1978, 3 CFR, 1978 Comp., p. 329; E.O. 12127, 44 FR 19367, 3 CFR, 1979 Comp., p. 376.
**40 CFR Part 67**
§ 67.11
2. The tables published under the authority of § 67.11 are amended as follows:
| Source of Flooding and Location | #Depth in feet above ground. |
| --- | --- |
| | |
| | |
| | |
| Approximately 1.2 miles downstream of Boston and Maine Railroad | •229 |
| At the upstream county boundary | •301 |
| | |
| | |
| At the confluence with Connecticut River | •227 |
| Approximately 5 feet downstream of State Route 19 | •227 |
| | |
| | |
| At the confluence with Connecticut River | •253 |
| Approximately 200 feet upstream of State Route 12 and 123 | •253 |
| | |
| | |
| At the downstream Town of Sullivan corporate limit, approximately 1,480 feet downstream of State Route 10 | •846 |
| At the upstream Town of Sullivan corporate limits, approximately 145 feet downstream of State Route 10 | •862 |
| | |
| | |
| at the Town of Chesterfield Selectmen's Office, 504 Route 63, Chesterfield, New Hampshire. | |
| | |
| at the Hinsdale Town Hall, 11 Main Street, Hinsdale, New Hampshire. | |
| | |
| at the Town of Sullivan Selectmen's Office, 452 Centre Street, Sullivan, New Hampshire. | |
| | |
| at the Walpole Town Hall, 34 Elm Street, Walpole, New Hampshire. | |
| | |
| at the Town of Westmoreland Selectmen's Office, 780 Route 63, Westmoreland, New Hampshire. | |
| ——— | |
| | |
| | |
| Approximately 0.5 mile upstream of the downstream County boundary | •300 |
| At County boundary | •344 |
| | |
| | |
| At the confluence with Connecticut River | •308 |
| Approximately 1.3 miles upstream of the confluence | •308 |
| | |
| | |
| At the confluence with Connecticut River | •310 |
| Approximately 1,625 feet upstream of the confluence with Connecticut River | •310 |
| | |
| | |
| At the confluence with Connecticut River | •311 |
| Approximately 1,420 feet upstream of the confluence | •311 |
| | |
| | |
| At the confluence with Connecticut River | •330 |
| Approximately 1.2 miles upstream of the confluence | •320 |
| | |
| | |
| At the confluence with Connecticut River | •320 |
| Approximately 1.2 miles upstream of the confluence with Connecticut River | •320 |
| | |
| | |
| Approximately 540 feet downstream of corporate limits | •514 |
| Approximately 60 feet downstream of corporate limits | •515 |
| | |
| | |
| at the Charlestown Town Hall, 26 Railroad Street, Charlestown, New Hampshire. | |
| | |
| at the City of Claremont Planning and Development Office, 14 North Street, Claremont, New Hampshire. | |
| | |
| at the Cornish Town Offices, 488 Townhouse Road, Cornish, New Hampshire. | |
| | |
| at the Croydon Town Office, 879 New Hampshire Route 10, Croydon, New Hampshire. | |
| | |
| | |
| | |
| Approximately 500 feet upstream of railroad | •9 |
| Approximately 1,425 feet upstream of Varsity Drive | •37 |
| | |
| | |
| Just upstream of South College Road | •22 |
| Approximately 0.2 mile upstream of Lone Eagle Court | •27 |
| | |
| | |
| At the confluence with Mott Creek | •13 |
| Approximately 300 feet downstream of Carolina Beach Road | •15 |
| | |
| | |
| Approximately 1,225 feet downstream of the confluence of Kings Grant Tributary | •9 |
| Approximately 300 feet upstream of Dove Field Road | •38 |
| | |
| | |
| Approximately 0.3 mile upstream of North Kerr Avenue | •8 |
| Approximately 0.4 mile upstream of Martin Luther King Jr. Parkway | •31 |
| | |
| | |
| Approximately 60 feet upstream of Eastwood Road | •18 |
| Approximately 0.2 mile upstream of Eastwood Road | •18 |
| | |
| | |
| Just downstream of Sidbury Road | •19 |
| Approximately 1.2 miles upstream of Sidbury Road | •24 |
| | |
| | |
| Approximately 500 feet upstream of the confluence with Prince George Creek | •21 |
| Approximately 0.6 mile upstream of Sidbury Road | •34 |
| | |
| | |
| Approximately 0.2 mile upstream of Murrayville Road | •26 |
| Approximately 1.0 mile upstream of North College Road | •36 |
| | |
| | |
| Approximately 2.0 miles upstream of the confluence with Northeast Cape Fear River | •8 |
| Approximately 1,900 feet upstream of Todd Avenue | •32 |
| | |
| | |
| At the confluence with Ness Creek | •26 |
| Just upstream of Caladan Road | •31 |
| | |
| | |
| Just upstream of Castle Hayne Road | •10 |
| Just downstream of Sidbury Road | •28 |
| | |
| | |
| Approximately 500 feet upstream of the confluence with Prince George Creek | •14 |
| Approximately 50 feet upstream of Juvenile Center Road | •31 |
| | |
| | |
| Approximately 0.5 mile upstream of the confluence with Northeast Cape Fear River Tributary 2 | •9 |
| Just upstream of Blue Clay Road | •27 |
| | |
| | |
| Approximately 750 feet northeast of the intersection of U.S. Route 421 North Lake Park Boulevard and Spencer Farlow Drive | •10 |
| Approximately 1,000 feet south of the intersection of Jack Parker Boulevard and South Lumina Avenue | •19 |
| | |
| | |
| Approximately 0.6 mile upstream of the New Hanover/Pender/Brunswick County boundary | •8 |
| At the New Hanover/Pender/Brunswick County boundary | •9 |
| | |
| | |
| at the Carolina Beach Town Hall, Planning Department, 1121 North Lake Park Boulevard, Carolina Beach, North Carolina. | |
| | |
| at the Kure Beach Town Hall, 117 Settlers Lane, Kure Beach, North Carolina. | |
| | |
| at the New Hanover County Inspections Department, Market Place Mall, 230 Market Place Drive, Suite 110, Wilmington, North Carolina. | |
| | |
| at the Wilmington City Hall, Zoning Department, 102 North 3rd Street, Wilmington, North Carolina. | |
| | |
| at the Wrightsville Beach Town Hall, Planning Department, 321 Causeway Drive, Wrightsville Beach, North Carolina. | |
| ——— | |
| | |
| | |
| At Corwin Road | •276 |
| Approximately 800 feet upstream of Corwin Road | •280 |
| | |
| | |
| Approximately 0.5 mile upstream of confluence with Richland Creek (Basin 18, Stream 13) | •366 |
| Approximately 0.7 mile upstream of confluence with Richland Creek (Basin 18, Stream 13) | •377 |
| | |
| | |
| At the confluence with Richland Creek (Basin 5, Stream 1) | •273 |
| Approximately 250 feet upstream of St. Catherines Drive | •309 |
| | |
| | |
| At the confluence with Little River (Basin 10, Stream 1) | •219 |
| At Morphus Bridge Road | •219 |
| | |
| | |
| At the confluence with Little River (Basin 10, Stream 1) | •243 |
| Approximately 0.6 mile upstream of Lizard Lick Road | •291 |
| | |
| | |
| At Lizard Lick Road | •252 |
| Approximately 280 feet upstream of Edgemont Road | •339 |
| | |
| | |
| At the confluence with Little River (Basin 10, Stream 1) | •254 |
| At State Highway 96 | •289 |
| | |
| | |
| At the confluence with Little River (Basin 10, Stream 1) | •257 |
| Approximately 250 feet upstream of Fowler Road | •258 |
| | |
| | |
| At the confluence with Basin 10, Stream 14 | •277 |
| Approximately 1.7 miles upstream of the confluence with Basin 10, Stream 14 | •344 |
| | |
| | |
| Approximately 0.4 mile upstream of the confluence with Little River (Basin 10, Stream 1) | •267 |
| At Franklin/Wake County boundary | •306 |
| | |
| | |
| At U.S. Highway 64 | •240 |
| Approximately 700 feet upstream of Ferrell Road | •341 |
| | |
| | |
| At Wake/Johnston County boundary | •278 |
| Approximately 0.4 mile upstream of the Wake/Johnston County boundary | •308 |
| | |
| | |
| At Old Crews Road | •244 |
| Approximately 0.4 mile upstream of Horton Road | •293 |
| | |
| | |
| Confluence with Marks Creek (Basin 14, Stream 1) | •183 |
| Approximately 0.4 mile upstream of Lake Myra Road | •225 |
| | |
| | |
| At the confluence with Marks Creek (Basin 14, Stream 1) | •202 |
| Approximately 0.4 mile upstream of Presentation Street | •244 |
| | |
| | |
| Upstream side of Sorrell Grove Church Road | •290 |
| At the Wake/Durham County boundary | •320 |
| | |
| | |
| At the confluence with Basin 18, Stream 13 | •318 |
| Approximately 0.6 mile upstream of the confluence with Basin 18, Stream 13 | •318 |
| | |
| | |
| Approximately 150 feet upstream of Grove Barton Road | •318 |
| Approximately 0.2 mile upstream of Country Trail | •400 |
| | |
| | |
| At the confluence with Sycamore Creek (Basin 18, Stream 6) | •324 |
| Approximately 0.5 mile upstream of the confluence with Sycamore Creek (Basin 18, Stream 6) | •343 |
| | |
| | |
| Approximately 0.5 mile upstream of confluence with Swift Creek | •202 |
| Approximately 1.7 miles upstream of confluence with Swift Creek | •257 |
| | |
| | |
| At the confluence with Black Creek (Basin 23, Stream 1) | •234 |
| Approximately 1.0 mile upstream of John Adams Road | •320 |
| | |
| | |
| At confluence with Basin 23, Stream 2 | •239 |
| Approximately 175 feet upstream of John Adams Road | •248 |
| | |
| | |
| At the confluence with Black Creek | •283 |
| Approximately 0.9 mile upstream of Maude Stewart Road | •360 |
| | |
| | |
| At confluence with Basin 23, Stream 3 | •292 |
| Approximately 1,775 feet upstream of Eddie Howard Road | •352 |
| | |
| | |
| At the confluence with Black Creek | •301 |
| Approximately 0.9 mile upstream of confluence with Black Creek | •331 |
| | |
| | |
| Approximately 0.7 mile upstream of Pearces Road | •319 |
| Approximately 320 feet upstream of Pippin Road | •330 |
| | |
| | |
| At Old Crews Road | •231 |
| Approximately 0.2 mile upstream of Lucas Road | •296 |
| | |
| | |
| Approximately 650 feet upstream of Scotland Street | •221 |
| At the upstream side of Glenwood Avenue | •247 |
| | |
| | |
| At Kyle Drive | •235 |
| Approximately 450 feet upstream of U.S. Highway 401 | •244 |
| | |
| | |
| Approximately 250 feet upstream of Shotwell Road | •164 |
| Approximately 625 feet upstream of Shotwell Road | •166 |
| | |
| | |
| At the confluence with Little River | •254 |
| Approximately 0.3 mile upstream of Zebulon Road | •288 |
| | |
| | |
| Approximately 250 feet upstream of Chaswick Drive | •215 |
| Approximately 0.3 mile upstream of East Millbrook Road | •315 |
| | |
| | |
| At the confluence with Walnut Creek (Basin 30, Stream 1) | •180 |
| Approximately 0.4 mile downstream of Auburn Church Road | •242 |
| | |
| | |
| Approximately 950 feet upstream of the confluence with Big Branch (Basin 30, Stream 2) | •185 |
| Approximately 0.5 mile upstream of Interstate 40 | •217 |
| | |
| | |
| At the confluence with Big Branch Tributary No. 1 (Basin 30, Stream 6) | •197 |
| Approximately 0.3 mile upstream of Interstate 40 | •222 |
| | |
| | |
| At Johnston County boundary | •213 |
| Approximately 1.0 mile upstream of confluence of Basin 23, Stream 5 | •325 |
| | |
| | |
| Approximately 0.2 mile upstream of Barksdale Drive | •205 |
| Approximately 0.3 mile upstream of Barksdale Drive | •208 |
| | |
| | |
| Approximately 0.6 mile upstream of the confluence with Stirrup Iron Creek (Basin 18, Stream 12) | •284 |
| Approximately 0.7 mile upstream of Nelson Road | •329 |
| | |
| | |
| At Robertsons Pond Dam | •291 |
| Approximately 0.8 mile upstream of Fowler Road | •399 |
| | |
| | |
| At the confluence with Little River (Basin 10, Stream 1) | •287 |
| Approximately 3.4 miles upstream of the confluence with Little River (Basin 10, Stream 1) | •360 |
| | |
| | |
| Approximately 0.2 mile upstream of Cary Parkway | •335 |
| Approximately 850 feet upstream of Maynard Road | •369 |
| | |
| | |
| At Ebenezer Church Road | •253 |
| Approximately 1.5 miles upstream of Reedy Creek Road | •258 |
| | |
| | |
| Approximately 0.3 mile downstream of Weston Parkway | •311 |
| Approximately 500 feet upstream of Weston Parkway | •337 |
| | |
| | |
| At the confluence with Swift Creek (Basin 20, Stream 1) (Lake Wheeler) | •289 |
| At the downstream side of Blaney Franks Road | •289 |
| | |
| | |
| Approximately 0.2 mile upstream of the confluence with Little River (Basin 10, Stream 1) | •266 |
| Approximately 1.4 miles upstream of Pullytown Road | •313 |
| | |
| | |
| At the confluence with Little Creek (Basin 21, Stream 1) | •231 |
| Approximately 4.3 miles above the confluence with Little Creek (Basin 21, Stream 1) | •355 |
| | |
| | |
| Approximately 350 feet downstream of Hatchet Grove Dam Tributary | •314 |
| Approximately 0.7 mile upstream of Hatchet Grove Dam Tributary | •338 |
| | |
| | |
| Approximately 0.2 mile upstream of Old Crews Road | •222 |
| Approximately 1.4 miles upstream of R. C. Watson Road | •337 |
| | |
| | |
| At Lizard Lick Road | •253 |
| Approximately 0.3 mile upstream of Hodge Road | •337 |
| | |
| | |
| Approximately 0.3 mile downstream of Wake/Franklin County boundary | •337 |
| At the Wake/Franklin County boundary | •342 |
| | |
| | |
| At the confluence with Little Creek (Basin 21, Stream 1) | •261 |
| Approximately 0.8 mile upstream of Pagan Road | •327 |
| | |
| | |
| At the confluence with Big Branch (Basin 18, Stream 21) | •254 |
| Approximately 250 feet downstream of Pinecroft Drive | •313 |
| | |
| | |
| At the confluence with Falls Lake | •262 |
| At the Wake/Granville County boundary | •262 |
| | |
| | |
| At the confluence with Swift Creek (Basin 20, Stream 1) | •312 |
| Approximately 500 feet downstream of Lochmere Drive | •313 |
| | |
| | |
| Entire shoreline | •262 |
| | |
| | |
| Just upstream of the confluence with Little Beaverdam Lake | •262 |
| Approximately 0.7 mile downstream of the Wake/Granville County boundary | •297 |
| | |
| | |
| At Johnston County boundary | •228 |
| Approximately 0.6 mile upstream of Walter Myatt Road | •300 |
| | |
| | |
| At the confluence with Brier Creek (Basin 18, Stream 14) | •322 |
| At the downstream side of Lumley Road | •322 |
| | |
| | |
| Just downstream of Interstate 70 | •347 |
| Approximately 300 feet upstream of the Wake County/Durham County boundary | •388 |
| | |
| | |
| At Cemetery Road | •278 |
| Approximately 0.3 mile upstream of U.S. 64 | •312 |
| | |
| | |
| At the Wake County/Johnston County boundary | •220 |
| Approximately 2.3 miles upstream of the confluence of Juniper Branch | •335 |
| | |
| | |
| At Johnston/Wake County boundary | •216 |
| At Franklin/Wake County boundary | •325 |
| | |
| | |
| At the confluence with Little River (Basin 10, Stream 1) | •222 |
| At Wendell Boulevard | •226 |
| | |
| | |
| Approximately 325 feet downstream of Wake/Johnston County boundary | •176 |
| Approximately 0.8 mile downstream of Knightdale Eaglerock Road | •208 |
| | |
| | |
| At Skycrest Drive | •203 |
| Approximately 650 feet downstream of Falls Church Road | •315 |
| | |
| | |
| Approximately 50 feet upstream of confluence with Marsh Creek (Basin 18, Stream 17) | •237 |
| At Brockton Drive | •240 |
| | |
| | |
| Approximately 50 feet upstream of railroad | •274 |
| Approximately 0.7 mile upstream of railroad | •301 |
| | |
| | |
| At the confluence with Beaverdam Creek (Basin 12, Stream 1) | •206 |
| At Smithfield Road | •272 |
| | |
| | |
| Approximately 380 feet downstream of U.S. 264 | •211 |
| Approximately 0.7 mile upstream of Henry Baker Road | •307 |
| | |
| | |
| Approximately 1,150 feet upstream of the confluence with Marsh Creek | •215 |
| Approximately 150 feet upstream of Calvary Drive | •293 |
| | |
| | |
| Approximately 450 feet upstream of the confluence of Basin 3, Stream 8 | •280 |
| At the Wake County/Granville County boundary | •283 |
| | |
| | |
| Approximately 100 feet upstream of Grove Barton Road | •318 |
| Approximately 0.3 mile upstream of County Trail | •400 |
| | |
| | |
| At the confluence with Little River (Basin 10, Stream 1) | •318 |
| Approximately 325 feet downstream of Old Pearce Road | •381 |
| | |
| | |
| Approximately 225 feet downstream of the confluence with Perry Creek East Branch | •197 |
| Approximately 0.8 mile upstream of Rainwater Drive | •355 |
| | |
| | |
| At the confluence with Perry Creek (Basin 15, Stream 26) | •197 |
| Approximately 650 feet upstream of the confluence with Perry Creek (Basin 15, Stream 26) | •197 |
| | |
| | |
| Approximately 1,050 feet downstream of New Falls of the Neuse Road | •205 |
| At the Wake/Franklin County boundary | •301 |
| | |
| | |
| At the confluence with Richland Creek (Basin 5, Stream 1) | •228 |
| Approximately 1.2 miles upstream of the confluence with Richland Creek (Basin 5, Stream 1) | •311 |
| | |
| | |
| At the confluence with Walnut Creek (Basin 30, Stream 1) | •236 |
| Approximately 200 feet downstream of Western Boulevard | •297 |
| | |
| | |
| Approximately 100 feet upstream of the confluence of Basin 11, Stream 7 | •278 |
| Approximately 0.6 mile upstream of Highway 96 | •330 |
| | |
| | |
| At Old Stage Road | •246 |
| Approximately 700 feet upstream of U.S. Highway 64 | •359 |
| | |
| | |
| At the confluence with Swift Creek (Basin 20, Stream 1) | •332 |
| Approximately 0.3 mile upstream of the confluence with Swift Creek (Basin 20, Stream 1) | •332 |
| | |
| | |
| At confluence with Crabtree Creek (Basin 18, Stream 9) | •254 |
| Approximately 1 mile upstream of Leesville Road | •450 |
| | |
| | |
| At the confluence with Sycamore Creek (Basin 18, Stream 6) | •254 |
| Approximately 1.3 miles upstream of Ebenezer Church Road | •279 |
| | |
| | |
| Approximately 425 feet downstream of Wake/Johnston County boundary | •216 |
| Approximately 125 feet downstream of Wake/Johnston County boundary | •216 |
| | |
| | |
| Approximately 0.8 mile upstream of the confluence with Neuse River (Basin 15, Stream 1) | •173 |
| Approximately 0.3 mile upstream of Maynard Road | •452 |
| | |
| | |
| Approximately 500 feet downstream of Cass Holt Road | •232 |
| Approximately 0.45 mile upstream of Honeycutt Road | •444 |
| | |
| | |
| At the confluence with Harris Reservoir | •232 |
| Approximately 1.0 mile upstream of the confluence with Harris Reservoir | •252 |
| | |
| | |
| At the confluence with Harris Reservoir | •232 |
| Approximately 2.3 miles upstream of the confluence with Norris Branch | •326 |
| | |
| | |
| Entire shoreline within Wake County | •232 |
| | |
| | |
| At the confluence with Cary Creek | •239 |
| Approximately 500 feet upstream of Avent Ferry Road | •276 |
| | |
| | |
| At the confluence with White Oak Creek (Basin 26, Stream 1) | •232 |
| Approximately 3.3 miles upstream of the confluence with White Oak Creek | •329 |
| | |
| | |
| At the confluence of Harris Reservoir | •232 |
| Approximately 1,600 feet upstream of Highway 1 | •311 |
| | |
| | |
| At the confluence with White Oak Creek | •248 |
| Approximately 0.4 mile upstream of Highway 1 | •307 |
| | |
| | |
| At the confluence with Big Branch (Basin 26, Stream 5) | •250 |
| Approximately 1.7 miles upstream of New Hill Road | •310 |
| | |
| | |
| At the confluence with Little Branch (Basin 26, Stream 3) | •265 |
| Approximately 1.0 mile upstream of the confluence with Little Branch | •282 |
| | |
| | |
| At the confluence with Harris Reservoir | |
| Approximately 0.8 mile upstream of Highway 1 | |
| | |
| | |
| At the confluence with Little White Oak Creek (Basin 26, Stream 9) | •247 |
| Approximately 900 feet upstream of the confluence with Little White Oak Creek (Basin 26, Stream 9) | •261 |
| | |
| | |
| At the confluence with Harris Reservoir | •232 |
| Approximately 100 feet downstream of Highway 1 | •245 |
| | |
| | |
| At the confluence with Harris Reservoir | •232 |
| Approximately 0.9 mile upstream of Highway 1 | •298 |
| | |
| | |
| Approximately 0.7 mile upstream of the Chatham/Wake County boundary | •239 |
| Approximately 1.2 miles upstream of New Hill Olive Chapel Road | •284 |
| | |
| | |
| At Chatham/Wake County boundary | •264 |
| Approximately 750 feet upstream of Howard Road | •336 |
| | |
| | |
| At railroad | •394 |
| Approximately 1,750 feet upstream of railroad | •394 |
| | |
| | |
| Just upstream of railroad | •368 |
| Approximately 0.4 mile upstream of railroad | •378 |
| | |
| | |
| At Harnett/Wake County boundary | •263 |
| Approximately 1.3 miles upstream of Harnett/Wake County boundary | •300 |
| | |
| | |
| At the confluence with Jordan Lake | •238 |
| Approximately 1,100 feet up stream of Castleburg Drive | •370 |
| | |
| | |
| At the confluence with White Oak Creek (Basin 28, Stream 1) | •273 |
| Approximately 1.5 miles upstream of the confluence with White Oak Creek | •331 |
| | |
| | |
| At the Wake/Chatham County boundary | •238 |
| Approximately 0.6 mile upstream of Park Village Drive | •369 |
| | |
| | |
| At the confluence with White Oak Creek | •256 |
| Approximately 0.5 mile upstream of Green Level Church Road | •302 |
| | |
| | |
| At the confluence with White Oak Creek | •262 |
| Approximately 0.3 mile upstream of Hendricks Road | •303 |
| | |
| | |
| At the confluence with Basin 28, Stream 8 | •275 |
| Approximately 0.4 mile upstream of the confluence with Basin 28, Stream 8 | •290 |
| | |
| | |
| At the confluence with White Oak Creek | •268 |
| Approximately 1,000 feet upstream of State Route 55 | •356 |
| | |
| | |
| At the confluence with Beaver Creek (Basin 27, Stream 2) | •239 |
| Approximately 0.4 mile upstream of the confluence with Reedy Branch Tributary (Basin 27, Stream 6) | •274 |
| | |
| | |
| Approximately 200 feet upstream of the confluence with Reedy Branch (Basin 27, Stream 5) | •266 |
| Approximately 800 feet upstream of Kelly Road | •310 |
| | |
| | |
| At the Harnett/Wake County boundary | •257 |
| Approximately 0.4 mile upstream of the Harnett/Wake County boundary | •262 |
| | |
| | |
| At the confluence with Swift Creek | •292 |
| Approximately 475 feet upstream of the confluence with Swift Creek | •292 |
| | |
| | |
| Just upstream of Louis Stevens Road | •259 |
| Approximately 0.2 mile upstream of Davis Drive | •292 |
| | |
| | |
| At the confluence with Kit Creek (Basin 29, Stream 7) | •261 |
| Approximately 0.3 mile upstream of Davis Drive | •284 |
| | |
| | |
| at the Town of Apex Engineering Department, 73 Hunter Street, Apex, North Carolina. | |
| | |
| at the Town of Cary Stormwater Services Department, 318 North Academy Street, Cary, North Carolina. | |
| | |
| at the Town of Fuquay-Varina Planning Department, 401 Old Honeycutt Road, Fuquay-Varina, North Carolina. | |
| | |
| at the Town of Garner Engineering Department, 900 7th Avenue, Building B, Garner, North Carolina. | |
| | |
| at the Town of Holly Springs Engineering Department, 128 South Main Street, Holly Springs, North Carolina. | |
| | |
| at the Town of Knightdale Planning Department, 950 Steeple Square Court, Knightdale, North Carolina. | |
| | |
| at the Morrisville Town Hall, 100 Town Hall Drive, Morrisville, North Carolina. | |
| | |
| at the City of Raleigh Planning Department, 222 West Hargett Street, 4th Floor, Raleigh, North Carolina. | |
| | |
| at the Rolesville Town Hall, 200 East Young Street, Rolesville, North Carolina. | |
| | |
| at the Wake County Office Building, Community Development Services Department, 336 Fayetteville Street Mall, 5th Floor, Raleigh, North Carolina. | |
| | |
| at the Town of Wake Forest Planning Department, 401 Elm Avenue, Wake Forest, North Carolina. | |
| | |
| at the Town of Wendell Planning Department, 15 East Fourth Street, Wendell, North Carolina. | |
| | |
| at the Town of Zebulon Planning Department, 100 North Arendell Avenue, Zebulon, North Carolina. | |
| | |
| | |
| | |
| At the confluence with Guyandotte River | •1,395 |
| Approximately 2.5 miles upstream of Milam Fork | •2,410 |
| | |
| At the upstream Town of Oceana corporate limits | •1,291 |
| Approximately 0.5 mile upstream of Koppers City Bottom Road 2 | •1,376 |
| | |
| | |
| At the confluence with Barkers Creek | •1,654 |
| Approximately 1.1 miles upstream of Noseman Branch | •1,929 |
| | |
| | |
| At the Wyoming County boundary | •973 |
| Approximately 10.5 miles upstream of county boundary | •1,530 |
| | |
| | |
| At the confluence with the Guyandotte River | •1,137 |
| Approximately 9.3 miles upstream of confluence with the Guyandotte River | •1,292 |
| | |
| | |
| Just 30 feet downstream of State Route 10 | •1,363 |
| Approximately 0.5 mile upstream of Access Road | •1,847 |
| | |
| | |
| At the confluence of Little Huff Creek | •1,078 |
| Approximately 1.5 miles upstream of the confluence of Little Huff Creek | •1,177 |
| | |
| | |
| Approximately 900 feet downstream of Caloric Road | •1,502 |
| Approximately 2.1 miles upstream of Jesus Way Church Bridge | •1,651 |
| | |
| | |
| at the Wyoming County Courthouse, Main Street, Pineville, West Virginia. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance.”)
Dated: December 20, 2005.
David I. Maurstad,
Acting Director, Mitigation Division, Federal Emergency Management Agency, Department of Homeland Security.