FEMA Issues Final Action on Flood Elevation Determinations
| Targeted News Service |
Final Flood Elevation Determinations
A Rule by the
Publication Date:
Agencies:
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 in the table below.
Entry Type: Rule
Action: Final rule.
Document Citation: 79 FR 25522
Page: 25522 -25531 (10 pages) CFR: 44 CFR 67
Agency/Docket Number: Docket ID FEMA-2014-0002
Document Number: 2014-10157
Shorter URL: https://federalregister.gov/a/2014-10157
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:
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 in 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:
SUPPLEMENTARY INFORMATION:
The
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.
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 final rule is categorically excluded from the requirements of 44 CFR part 10, Environmental Consideration. An environmental impact assessment has not been prepared.
Regulatory Flexibility Act. As flood elevation determinations are not within the scope of the Regulatory Flexibility Act, 5 U.S.C. 601-612, a regulatory flexibility analysis is not required.
Regulatory Classification. This final rule is not a significant regulatory action under the criteria of section 3(f) of Executive Order 12866 of
Executive Order 13132, Federalism. This final rule involves no policies that have federalism implications under Executive Order 13132.
Executive Order 12988, Civil Justice Reform. This final 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
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. section 67.11 [Amended]
2.The tables published under the authority of section 67.11 are amended as follows:
Flooding source(s) .....Location of referenced elevation .....* Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground adzdz Elevation in meters (MSL) Modified .....Communities affected
Docket No.: FEMA-B-1085 ..... ..... .....
Humphrey Creek Tributary 9 (backwater effects from
.....Approximately 0.5 mile upstream of the confluence with
.....Approximately 6.3 miles upstream of Lock and Dam 53 .....+334 .....
* National Geodetic Vertical Datum. ..... ..... .....
+ North American Vertical Datum. ..... ..... .....
# Depth in feet above ground. ..... ..... .....
adzdz Mean Sea Level, rounded to the nearest 0.1 meter. ..... ..... .....
ADDRESSES ..... ..... .....
Maps are available for inspection at
Unincorporated Areas of
Maps are available for inspection at
Docket No.: FEMA-B-1212 ..... ..... .....
Aggie Run .....At the
.....Approximately 0.5 mile upstream of
.....Approximately 1.3 miles upstream of
.....Approximately 1,100 feet upstream of
.....Approximately 1.5 miles downstream of the
* National Geodetic Vertical Datum. ..... ..... .....
+ North American Vertical Datum. ..... ..... .....
# Depth in feet above ground. ..... ..... .....
adzdz Mean Sea Level, rounded to the nearest 0.1 meter. ..... ..... .....
ADDRESSES ..... ..... .....
Maps are available for inspection at
Unincorporated Areas of
Maps are available for inspection at the Beaufort County Administrative Offices,
Docket No.: FEMA-B-1212 ..... ..... .....
.....Approximately 300 feet upstream of Gas Plant lane .....+62 .....
.....Approximately 1.4 miles upstream of the Baldwin Swamp North Tributary confluence .....+19 .....
Baldwin Swamp North Tributary .....At the
.....At the downstream side of U.S. Route 264 Alternate .....+20 .....
.....Approximately 1,000 feet upstream of
Bells Branch .....Approximately 0.5 mile upstream of the
.....Approximately 625 feet upstream of
.....At the downstream side of
.....Approximately 330 feet upstream of
Fork Swamp Tributary 2 .....Approximately 1,500 feet upstream of the
.....Approximately 250 feet upstream of
Fornes Run .....Approximately 0.4 mile downstream of
.....Approximately 500 feet upstream of
Green Mill Run .....Approximately 1,500 feet upstream of
.....Approximately 0.4 mile upstream of
.....Approximately 440 feet upstream of
.....Approximately 0.4 mile upstream of
.....Approximately 0.7 mile upstream of
.....Approximately 1.1 miles upstream of the
Meeting House Branch .....At the Bells Branch confluence .....+23 .....
.....At
.....At the downstream side of
.....Approximately 300 feet downstream of the Lateral No. 2 confluence .....+23 .....
Pea Branch .....At the
.....Approximately 1,250 feet upstream of the
.....Approximately 400 feet upstream of the railroad .....+68 .....
.....Approximately 360 feet upstream of
Swift Creek Tributary 2 .....Approximately 0.6 mile upstream of
.....Approximately 0.7 mile upstream of
.....Approximately 0.6 mile downstream of the Poley Branch confluence .....+14 .....
* National Geodetic Vertical Datum. ..... ..... .....
+ North American Vertical Datum. ..... ..... .....
# Depth in feet above ground. ..... ..... .....
adzdz Mean Sea Level, rounded to the nearest 0.1 meter. ..... ..... .....
ADDRESSES ..... ..... .....
Maps are available for inspection at the
Maps are available for inspection at the
Maps are available for inspection at the
Maps are available for inspection at the
Maps are available for inspection at the
Maps are available for inspection at the
Unincorporated areas of
Maps are available for inspection at the
Maps are available for inspection at the Village Hall,
State .....City/town/county .....Source of flooding .....Location .....* Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground adzdz Elevation in meters (MSL) Modified
<p>Unincorporated Areas of
Docket No.: FEMA-B-1158 ..... ..... ..... .....
...............Approximately 0.8 mile upstream of
* National Geodetic Vertical Datum. ..... ..... ..... .....
+ North American Vertical Datum. ..... ..... ..... .....
# Depth in feet above ground. ..... ..... ..... .....
adzdz Mean Sea Level, rounded to the nearest 0.1 meter. ..... ..... ..... .....
ADDRESSES ..... ..... ..... .....
Unincorporated Areas of
Maps are available for inspection at
Flooding source(s) .....Location of referenced elevation .....* Elevation in feet (NGVD) # Depth in feet above ground + Elevation in feet (NAVD) adzdz Elevation in meters (MSL) Modified .....Communities affected
Docket Nos.: FEMA-B-7740, B-7756 and B-1194 ..... ..... .....
.....At the upstream side of
.....Approximately 1,320 feet upstream of
Beckley Club Branch .....Approximately 700 feet upstream of
.....Approximately 275 feet downstream of
.....Approximately 1478 feet upstream of
.....Approximately 190 feet upstream of
Browning Branch .....Approximately 750 feet downstream of
.....Approximately 150 feet upstream of
.....At the upstream side of
Chalk
.....At the upstream side of
.....Approximately 650 feet upstream of
.....Approximately 400 feet upstream of
.....Approximately 0.40 mile upstream of
Elmwood Branch .....Approximately 800 feet upstream of
.....At the upstream side of
.....Approximately 350 feet upstream of
.....At the downstream side of
.....Approximately 0.41 mile upstream of
.....Approximately 4,660 feet downstream of the intersection with North Master's Drive .....+482 .....
.....Approximately 700 feet upstream of
.....Approximately 1,584 feet upstream of
.....At the downstream side of
Hutton Branch .....At the upstream side of
.....Approximately 135 feet upstream of
.....At the downstream side of
.....Approximately 200 feet downstream of
.....Approximately 460 feet upstream of the
Meadowdale Branch .....Approximately 950 feet downstream of
.....Approximately 150 feet downstream of
.....Approximately 205 feet downstream of
North Mesquite Creek Spill .....At the upstream side of the
.....At the downstream side of
Pleasant Branch .....Approximately 440 feet downstream from intersection with
.....Approximately 273 feet upstream from intersection with
.....At the downstream side of
.....Approximately 696 feet upstream of
.....At the downstream side of
Rugged Branch .....At the downstream side of
.....Approximately 60 feet upstream of
.....Approximately 1,388 feet upstream from intersection with
South Branch of
.....At the upstream side of
South Branch of Cedar Creek Tributary 1 .....At the upstream side of the South Branch of
.....At the downstream side of
.....Approximately 1,905 feet downstream from intersection with
Stream 2A4 .....Approximately 850 feet upstream of
.....Approximately 280 feet upstream from intersection with
Stream 2A5 .....Approximately 155 feet downstream from intersection with
.....At the upstream side of
Stream 2B1 .....At the downstream side of
.....Approximately 840 feet downstream from intersection with
Stream 2B2 .....Approximately 150 feet upstream from intersection with
.....Approximately 0.25 mile upstream of
Stream 2B3 .....Approximately 425 feet upstream of the Stream 2B2 confluence .....+446 .....
.....Approximately 500 feet upstream of the Stream 2B2 confluence .....+449 .....
Stream 2B4 .....Approximately 1,930 feet downstream from the intersection with
.....Approximately 57 feet upstream of intersection with
Stream 2B5 .....Approximately 500 feet upstream of
.....Approximately 0.22 mile downstream of
Stream 2B6 .....Approximately 400 feet upstream of the
.....Approximately 42 feet downstream from intersection with
Stream 2B7 .....Approximately 800 feet downstream from intersection with
.....Approximately 437 feet upstream from intersection with
Stream 2B8 .....Approximately 700 feet upstream of the
.....Approximately 326 feet downstream from intersection with
Stream 2E1 .....At the upstream side of
.....Approximately 0.39 mile upstream of the
Stream 2E10 .....At the upstream side of
.....Approximately 0.68 mile upstream of
Stream 2E2 .....Approximately 0.49 mile downstream of
.....Approximately 1.09 miles upstream of
Stream 2E2 Tributary 1 .....At the upstream side of the Stream 2E2 confluence .....+466 .....
.....At the downstream side of
Stream 2E8 .....Approximately 0.32 mile upstream of the
.....Approximately 200 feet upstream of
Stream 2J2 .....At the upstream side of
.....Approximately 600 feet downstream of
Stream 4C3 .....Approximately 40 feet upstream from the intersection with
.....At the upstream side of
Stream 5B11 .....Approximately 400 feet upstream of the
.....Approximately 350 feet downstream of
Stream 5B12 .....Approximately 800 feet upstream of the
.....At the downstream side of
Stream 6A1 .....At the upstream side of
.....Approximately 525 feet upstream of
Stream 6D1 .....At the upstream side of
.....Approximately 800 feet upstream of
Stream 6D3 .....Approximately 900 feet upstream of the Hutton Branch confluence .....+478 .....
.....Approximately 450 feet upstream of
Stream 6D4 .....Approximately 190 feet from intersection with
.....At the upstream side of
Stream 6D5 .....Approximately 100 feet upstream of the Hutton Branch confluence .....+493 .....
.....Approximately 500 feet upstream of
Stream 6D7 .....Approximately 300 feet upstream of
.....Approximately 250 feet upstream of
Stream 6D8 .....Approximately 390 feet downstream from intersection with
.....Approximately 780 feet downstream from intersection with
Stream JC-1 .....Approximately 0.22 mile upstream of the
.....At the upstream side of
.....At the downstream side of
West Fork of
.....Approximately 150 feet downstream from intersection with
.....Approximately 0.40 mile upstream of the Hall Branch confluence .....+588 .....
* National Geodetic Vertical Datum. ..... ..... .....
+ North American Vertical Datum. ..... ..... .....
# Depth in feet above ground. ..... ..... .....
adzdz Mean Sea Level, rounded to the nearest 0.1 meter. ..... ..... .....
ADDRESSES ..... ..... .....
Maps are available for inspection at
Maps are available for inspection at
Maps are available for inspection at
City of Cockrell Hill ..... ..... .....
Maps are available for inspection at
Maps are available for inspection at
Maps are available for inspection at
Maps are available for inspection at
Maps are available for inspection at
Maps are available for inspection at 1938 South Hampton,
Maps are available for inspection at
Maps are available for inspection at
Maps are available for inspection at Engineering Division,
Maps are available for inspection at Engineering Office,
Maps are available for inspection at
Maps are available for inspection at the
Maps are available for inspection at
Maps are available for inspection at
Maps are available for inspection at
Town of
Maps are available for inspection at
Maps are available for inspection at
Unincorporated Areas of
Maps are available for inspection at
(Catalog of Federal Domestic Assistance No. 97.022, "
Dated:
Deputy Associate Administrator for Mitigation,
[FR Doc. 2014-10157 Filed 5-2-14;
BILLING CODE 9110-12-P
[*Federal RegisterVJ 2014-05-05]
For more information about
TNS 22VistaJ-140505 gv-1160619
| Copyright: | (c) 2014 Targeted News Service |
| Wordcount: | 4714 |



BRIEF: Wells Fargo Insurance office in Boise sold
IRS Issues Final Regulations on Tax Treatment of Qualified Retirement Plans for Accident or Health Insurance
Advisor News
- The DOL wants to open the gates to private equity in 401(k)s. Good idea?
- How to manage credit card debt in retirement
- Reynolds signs temporary tax hike
- Gov. Kim Reynolds signs temporary tax hike to address Iowa Medicaid shortfall
- Reynolds signs temporary tax hike to address Iowa Medicaid shortfall
More Advisor NewsAnnuity News
- Three ways the Corebridge/Equitable merger could shake up the annuity market
- Corebridge, Equitable merge to create potential new annuity sales king
- LIMRA: Final retail annuity sales total $464.1 billion in 2025
- How annuities can enhance retirement income for post-pension clients
- We can help find a loved one’s life insurance policy
More Annuity NewsHealth/Employee Benefits News
- Amesbury FD receives grant for cardiac screenings
- Findings on Managed Care Detailed by Researchers at Harvard University School of Dental Medicine (Did the Affordable Care Act Increase Medicaid Coverage for Isolated Facial Trauma? A National Cohort Study): Managed Care
- Health care costs in Colorado will grow under federal policy, patient advocates say
- Researchers at Cornell University Report New Data on Managed Care (Assessing New York’s health care disparities using health plan quality data): Managed Care
- How federal funding cuts will cost 500,000 New Yorkers their health insurance
More Health/Employee Benefits NewsLife Insurance News
- Corebridge, Equitable Merger Creates $1.5tr Platfrom
- AM Best Removes from Under Review with Positive Implications and Affirms Credit Ratings of Sompo Seguros Mexico S.A. de C.V.
- Corebridge, Equitable merge to create potential new annuity sales king
- Aflac adds new long-term care rider
- AM Best Affirms Credit Ratings of Nan Shan General Insurance Co., Ltd.
More Life Insurance News