Proposed Flood Elevation Determinations, 31361-31368 [2010-13266]

Download as PDF Federal Register / Vol. 75, No. 106 / Thursday, June 3, 2010 / Proposed Rules Flooding source(s) * Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground ∧ Elevation in meters (MSL) Location of referenced elevation Effective Wateree Lake (Catawba River). Communities affected Modified Approximately 0.6 mile upstream of the confluence with Catawba River Tributary 11. Approximately 1 mile upstream of the confluence with Catawba River Tributary 11. At the confluence with the Catawba River ................... None +484 None +486 +488 +486 Approximately 1.2 mile upstream of McAlpine Creek .. At the Lancaster/Fairfield/Kershaw county boundary .. +535 None +537 +240 Approximately 3.3 miles upstream of the Lancaster/ Fairfield/Kershaw county boundary. Sugar Creek .......................... 31361 None +244 Unincorporated Areas of Lancaster County. Unincorporated Areas of Lancaster County. * National Geodetic Vertical Datum. ≤+ North American Vertical Datum. # Depth in feet above ground. ∧ Mean Sea Level, rounded to the nearest 0.1 meter. ** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood Insurance Rate. Map located at the community map repository (see below) for exact locations of all BFEs to be changed. Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472. ADDRESSES Unincorporated Areas of Lancaster County Maps are available for inspection at the Building and Zoning Department, 101 North Main Street, Lancaster, SC 29720. (Catalog of Federal Domestic Assistance No. 97.022, ‘‘Flood Insurance.’’) Dated: May 19, 2010. Edward L. Connor, Acting Federal Insurance and Mitigation Administrator, Federal Insurance and Mitigation Administration, Department of Homeland Security, Federal Emergency Management Agency. [FR Doc. 2010–13265 Filed 6–2–10; 8:45 am] BILLING CODE 9110–12–P DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency DATES: Comments are to be submitted on or before September 1, 2010. 44 CFR Part 67 srobinson on DSKHWCL6B1PROD with PROPOSALS Proposed Flood Elevation Determinations AGENCY: Federal Emergency Management Agency, DHS. ACTION: Proposed rule. SUMMARY: Comments are requested on the proposed Base (1% annual-chance) Flood Elevations (BFEs) and proposed BFE modifications for the communities listed in the table below. The purpose of this notice is to seek general 19:01 Jun 02, 2010 Jkt 220001 The corresponding preliminary Flood Insurance Rate Map (FIRM) for the proposed BFEs for each community is available for inspection at the community’s map repository. The respective addresses are listed in the table below. You may submit comments, identified by Docket No. FEMA–B–1108, to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472, (202) 646–2820, or (e-mail) kevin.long@dhs.gov. ADDRESSES: [Docket ID FEMA–2010–0003; Internal Agency Docket No. FEMA–B–1108] VerDate Mar<15>2010 information and comment regarding the proposed regulatory flood elevations for the reach described by the downstream and upstream locations in the table below. The BFEs and modified BFEs are a part of the floodplain management measures that the community is required either to adopt or to show evidence of having in effect in order to qualify or remain qualified for participation in the National Flood Insurance Program (NFIP). In addition, these elevations, once finalized, will be used by insurance agents and others to calculate appropriate flood insurance premium rates for new buildings and the contents in those buildings. PO 00000 Frm 00039 Fmt 4702 Sfmt 4702 FOR FURTHER INFORMATION CONTACT: Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472, (202) 646–2820, or (e-mail) kevin.long@dhs.gov. The Federal Emergency Management Agency (FEMA) proposes to make determinations of BFEs and modified BFEs for each community listed below, in accordance with section 110 of the Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR 67.4(a). These proposed BFEs and modified BFEs, together with the floodplain management criteria required by 44 CFR 60.3, are the minimum that are required. They should not be construed to mean that the community must change any existing ordinances that are more stringent in their floodplain management requirements. The community may at any time enact stricter requirements of its own or pursuant to policies established by other Federal, State, or regional entities. These proposed elevations are used to meet the floodplain management requirements of the NFIP and also are used to calculate the appropriate flood insurance premium rates for new buildings built after these elevations are SUPPLEMENTARY INFORMATION: E:\FR\FM\03JNP1.SGM 03JNP1 31362 Federal Register / Vol. 75, No. 106 / Thursday, June 3, 2010 / Proposed Rules made final, and for the contents in those buildings. Comments on any aspect of the Flood Insurance Study and FIRM, other than the proposed BFEs, will be considered. A letter acknowledging receipt of any comments will not be sent. National Environmental Policy Act. This proposed 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. Executive Order 12866, Regulatory Planning and Review. This proposed rule is not a significant regulatory action under the criteria of section 3(f) of Executive Order 12866, as amended. Executive Order 13132, Federalism. This proposed rule involves no policies that have federalism implications under Executive Order 13132. Executive Order 12988, Civil Justice Reform. This proposed 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. 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. § 67.4 [Amended] 2. The tables published under the authority of § 67.4 are proposed to be amended as follows: * Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground ∧ Elevation in meters (MSL) Location of referenced elevation Flooding source(s) Accordingly, 44 CFR part 67 is proposed to be amended as follows: Effective Communities affected Modified Leake County, Mississippi, and Incorporated Areas Pearl River .......................... Tuscolameta Creek ............. Approximately way 35. Approximately 35. Approximately way 35. Approximately 35. 1.0 mile downstream of State High- None +341 1.0 mile upstream of State Highway None +343 555 feet downstream of State High- None +356 0.5 mile upstream of State Highway None City of Carthage. +357 Town of Walnut Grove. * National Geodetic Vertical Datum. + North American Vertical Datum. # Depth in feet above ground. ∧ Mean Sea Level, rounded to the nearest 0.1 meter. ** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed. Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472. ADDRESSES City of Carthage Maps are available for inspection at City Hall, 212 West Main Street, Carthage, MS 39051. Town of Walnut Grove Maps are available for inspection at the Town Hall, 139 Main Street, Walnut Grove, MS 38189. Stone County, Mississippi, and Incorporated Areas Church House Branch ........ srobinson on DSKHWCL6B1PROD with PROPOSALS Flint Creek .......................... Flint Creek Tributary 2 ........ Four Mile Creek .................. Four Mile Creek Tributary 1 VerDate Mar<15>2010 Approximately 0.5 mile downstream of East 5th Avenue. Approximately 385 feet upstream of East Borders Avenue. Approximately 574 feet downstream of Clubhouse Drive. None +211 None +245 None +171 Approximately 1,290 feet upstream of State Highway 29. At the confluence with Flint Creek ........................... Approximately 350 feet upstream of Annis Lane ..... Approximately 1 mile downstream of South Azalea Drive. None +187 None None None +174 +254 +168 Approximately 345 feet upstream of West Miles Avenue. At the confluence with Four Mile Creek ................... None +261 None +214 18:07 Jun 02, 2010 Jkt 220001 PO 00000 Frm 00040 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Wiggins. City of Wiggins, Unincorporated Areas of Stone County. City of Wiggins. City of Wiggins, Unincorporated Areas of Stone County. City of Wiggins. 31363 Federal Register / Vol. 75, No. 106 / Thursday, June 3, 2010 / Proposed Rules * Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground ∧ Elevation in meters (MSL) Location of referenced elevation Flooding source(s) Effective Modified Approximately 1,845 feet upstream of West Bond Avenue. Approximately 0.5 mile downstream of Mill Avenue None +261 None +166 Approximately 1,345 feet upstream of State Highway 29. Red Creek Tributary ........... Communities affected None +220 City of Wiggins, Unincorporated Areas of Stone County. * National Geodetic Vertical Datum. + North American Vertical Datum. # Depth in feet above ground. ∧ Mean Sea Level, rounded to the nearest 0.1 meter. ** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed. Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472. ADDRESSES City of Wiggins Maps are available for inspection at City Hall, 117 North 1st Street, Wiggins, MS 39577. Unincorporated Areas of Stone County Maps are available for inspection at the Stone County Courthouse, 323 East Cavers Street, Wiggins, MS 39577. Franklin County, Missouri, and Incorporated Areas Birch Creek ......................... Busch Creek ....................... Dubois Creek ...................... Fiddle Creek ....................... Labadie Creek .................... Little Tavern Creek ............. srobinson on DSKHWCL6B1PROD with PROPOSALS Missouri River ..................... Saint Johns Creek .............. VerDate Mar<15>2010 None +499 None +543 None +500 None +486 +550 +491 Approximately 460 feet upstream of Schroeder Lane. Approximately 1,688 feet downstream of the confluence with Busch Creek. None +582 +486 +491 Just downstream of State Highway 100 .................. Approximately 165 feet downstream of Labadie Bottom Road. Approximately 0.8 mile upstream of County Highway T. At the confluence with the Missouri River ................ +486 +479 +491 +483 +482 +483 +481 +485 Approximately Highway T. Approximately Highway T. Approximately Highway T. Approximately fluence with 0.5 mile downstream of County +485 +486 1.0 mile downstream of County +478 +480 0.5 mile downstream of County +478 +480 3.3 miles downstream of the conFiddle Creek. +474 +476 Approximately 0.6 mile downstream of the confluence with Little Berger Creek. Approximately 1.2 mile downstream of West Link Drive. +514 +516 +494 +495 Approximately 1,475 feet downstream of State Highway 100. Bourbeuse River Tributary .. Approximately 0.4 mile downstream of Denmark Road. Approximately 440 feet downstream of Prairie Dell Road. Approximately 0.6 mile upstream of the confluence with the Bourbeuse River. Just downstream of Prairie Dell Road ..................... At the confluence with Dubois Creek ....................... +494 +495 18:07 Jun 02, 2010 Jkt 220001 PO 00000 Frm 00041 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Union, Unincorporated Areas of Franklin County. City of Union, Unincorporated Areas of Franklin County. City of Washington, Unincorporated Areas of Franklin County. City of Washington, Unincorporated Areas of Franklin County. Unincorporated Areas of Franklin County. Unincorporated Areas of Franklin County. Unincorporated Areas of Franklin County. City of Berger, City of New Haven, City of Washington, Unincorporated Areas of Franklin County. City of Washington, Unincorporated Areas of Franklin County. 31364 Federal Register / Vol. 75, No. 106 / Thursday, June 3, 2010 / Proposed Rules * Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground ∧ Elevation in meters (MSL) Location of referenced elevation Flooding source(s) Effective South Branch Busch Creek Southwest Branch Busch Creek. Unnamed Tributary to Busch Creek. Communities affected Modified At the confluence with Busch Creek ........................ +486 +491 Approximately 0.8 mile upstream of State Highway 100. At the confluence with Busch Creek ........................ None +500 +486 +493 Approximately 0.5 mile upstream of State Highway 47. At the confluence with Busch Creek ........................ +513 +514 None +537 None +552 Approximately 1,520 feet upstream of State Highway 100. City of Washington, Unincorporated Areas of Franklin County. City of Washington, Unincorporated Areas of Franklin County. City of Washington, Unincorporated Areas of Franklin County. * National Geodetic Vertical Datum. + North American Vertical Datum. # Depth in feet above ground. ∧ Mean Sea Level, rounded to the nearest 0.1 meter. ** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed. Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472. ADDRESSES City of Berger Maps are available for inspection at 405 Rosalie Avenue, Berger, MO 63014. City of New Haven Maps are available for inspection at 101 Front Street, New Haven, MO 63068. City of Union Maps are available for inspection at 500 East Locust Street, Union, MO 63084. City of Washington Maps are available for inspection at 405 Jefferson Street, Washington, MO 63090. Unincorporated Areas of Franklin County Maps are available for inspection at 8 North Church Street, Suite B, Union, MO 63084. Tillamook County, Oregon, and Incorporated Areas At the confluence with Hoquarten Slough ................ +14 +16 Goodspeed Road Storage Area. Hall Slough ......................... At the divergence from the Wilson River ................. Approximately 2,000 feet west along Sissek Road from Goodspeed Road. At the confluence with the Wilson River .................. +31 None +33 +14 None +14 +20 None +19 Hall Slough River Bank Overflow. Approximately 0.64 mile upstream of U.S. Route 101. At the confluence with Outlet From Wilson River Loop Storage Area. At the divergence from Hall Slough ......................... At the confluence with Makinster Road Storage Area. None Hall Slough Left Bank Overflow. srobinson on DSKHWCL6B1PROD with PROPOSALS Dougherty Slough ............... None None +19 +15 None +18 Hoquarten Slough ............... Approximately 1,450 feet upstream of the Oregon Coast Highway. At the confluence with the Trask River .................... +13 +15 Approximately 500 feet upstream of the Wilson River Road. None +27 VerDate Mar<15>2010 18:07 Jun 02, 2010 Jkt 220001 PO 00000 Frm 00042 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Tillamook, Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. City of Tillamook, Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. City of Tillamook, Unincorporated Areas of Tillamook County. City of Tillamook, Unincorporated Areas of Tillamook County. 31365 Federal Register / Vol. 75, No. 106 / Thursday, June 3, 2010 / Proposed Rules * Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground ∧ Elevation in meters (MSL) Location of referenced elevation Flooding source(s) Effective Modified Hoquarten Slough Left Bank Overflow. At the confluence with Hoquarten Slough ................ None +16 Hoquarten Slough Left Bank Storage Area. At the divergence from Hoquarten Slough ............... Approximately 1,300 feet west of the intersection of 1st Street and Birch Avenue. None None +16 +15 Hoquarten Slough Right Bank Overflow. At the confluence with Hoquarten Slough ................ None +16 At the divergence from Hoquarten Slough ............... Approximately 1,900 feet downstream of U.S. Route 101. Approximately 1.3 mile upstream of Myrtle Creek ... At the confluence with the Kilchis River ................... None None +18 +14 None None +56 +28 Approximately 1,700 feet upstream of Curil Road ... At Makinster Road .................................................... None None +29 +15 Just downstream of U.S. Route 101 ........................ +12 +14 Approximately 1,200 feet upstream of New Miami River Road. At the confluence with the Miami River ................... +88 +86 None +15 Approximately 0.5 mile upstream of the confluence with Illingsworth Creek. At the confluence with the Miami River ................... None +22 None +24 Approximately 0.53 mile upstream of Moss Creek Road. At the confluence with the Tillamook River .............. None +31 None +15 At the divergence from the Trask River ................... At the confluence with the Trask River .................... None None +16 +14 At the divergence from Old Trask River .................. At the confluence with the Wilson River .................. Just downstream of Goodspeed Road ..................... At the confluence with Dougherty Slough ................ None None None None +15 +14 +15 +20 Approximately 400 feet downstream of Wilson River Loop. At the confluence with Goodspeed Road Storage Area. None +25 None +14 Approximately 1,750 feet upstream of the Oregon Coast Highway. At the confluence with the Wilson River .................. None +18 None +17 Approximately 1,400 feet upstream of Boquist Road. At the confluence with the Tillamook River .............. None +18 None +14 At the divergence from Wilson River Split Flow 2 ... Approximately 600 feet downstream of the divergence from Wilson River Split Flow 3. At the divergence from Wilson River Split Flow 3 ... Approximately 80 feet downstream of U.S. Route 101. Approximately 1,500 feet upstream of Alderbrook Road. Just south of the intersection of Netars Highway and Abbey Lane. None None +14 +14 None None +14 +14 None +26 None +16 Kilchis River ........................ Kilchis River Left Bank Overflow. Makinster Road Storage Area. Miami River ......................... Miami River Left Bank Overflow Downstream. Miami River Left Bank Overflow Upstream. Old Trask River ................... Old Trask River Overflow Outlet from Goodspeed Storage Area. Outlet from Wilson River Loop Storage. Overflow from Hall Slough Left Bank Overflow. Overflow from Wilson River Right Bank Overflow. Overflow from Wilson River Split Flow 2. srobinson on DSKHWCL6B1PROD with PROPOSALS Communities affected Overflow from Wilson River Split Flow 3. Stasek Slough ..................... Tillamook Left Bank Storage Area. VerDate Mar<15>2010 16:31 Jun 02, 2010 Jkt 220001 PO 00000 Frm 00043 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Tillamook, Unincorporated Areas of Tillamook County. City of Tillamook, Unincorporated Areas of Tillamook County. City of Tillamook, Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. City of Tillamook, Unincorporated Areas of Tillamook County. City of Garibaldi, Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. City of Tillamook, Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. 31366 Federal Register / Vol. 75, No. 106 / Thursday, June 3, 2010 / Proposed Rules * Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground ∧ Elevation in meters (MSL) Location of referenced elevation Flooding source(s) Effective Tillamook River ................... Communities affected Modified At the confluence with Tillamook Bay ...................... +12 +14 Just downstream of Bewley Creek Road ................. At the confluence with the Tillamook River .............. None None +27 +14 At the divergence from the Tillamook River ............. At the confluence with the Tillamook River Road Storage Area. At the divergence from the Tillamook River ............. Just south of Matejeck Road .................................... None None +14 +16 None None +19 +16 At the confluence with the Tillamook River .............. +12 +14 Approximately 600 feet upstream of Cedar Creek .. At the confluence with Tillamook River Right Bank Overflow. Just downstream of Blimp Boulevard ....................... At the confluence with the Trask River .................... None None +95 +17 None None +29 +33 Approximately 1,100 feet upstream of Long Prairie Road. At the confluence with the Trask River .................... None +38 None +16 Approximately 80 feet upstream of McCormick Loop Road. Approximately 600 feet south of the intersection of 12th Street and Marolf Loop Road. Approximately 2,000 feet northeast along U.S. Route 101 from the intersection of Nelsen Road and U.S. Route 101. At the confluence with the Tillamook River .............. None +24 None +24 None +24 Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. None +14 Unincorporated Areas of Tillamook County. At the divergence from the Trask River ................... Approximately 0.57 mile upstream of the confluence with Tillamook Bay. None +15 +14 +14 Approximately 1,800 feet upstream of Mills Bridge At the confluence with the Wilson River .................. +65 None +66 +34 At the divergence from the Wilson River ................. At the confluence with Dougherty Slough ................ None None +41 +29 Approximately 1,700 feet upstream of Donaldson Road. Approximately 1,400 feet south along Wilson Loop Road from Sollie Smith Road. At the confluence with the Wilson River .................. None +37 None +32 None +19 Wilson River Right Bank Storage Area. Wilson River Split Flow 1 ... At the divergence from the Wilson River ................. Approximately 650 feet south of the intersection of Aldercrest Road and Sollie Smith Road. At the convergence with the Wilson River ............... None None +25 +33 None +14 Wilson River Split Flow 2 ... At the divergence from the Wilson River ................. At the confluence with Tillamook Bay ...................... None None +14 +14 At the divergence from the Wilson River ................. Just east of Wilson River Split Flow 2 ..................... None None +15 +14 At the confluence with Wilson River Split Flow 2 .... None +14 At the divergence from the Wilson River ................. At the confluence with the Tillamook River .............. None None +15 +14 Tillamook River Left Bank Overflow. Tillamook River Right Bank Overflow. Tillamook River Road Storage Area. Trask River ......................... Trask River Left Bank Overflow 1. Trask River Left Bank Overflow 2. Trask River Right Bank Overflow. Trask River Right Bank Overflow Storage Area. Trask River Right Bank Storage Area. Trask River Split Flow to Tillamook River. Wilson River ........................ Wilson River Left Bank Overflow 1. Wilson River Left Bank Overflow 2. srobinson on DSKHWCL6B1PROD with PROPOSALS Wilson River Loop Storage Area. Wilson River Right Bank Overflow. Wilson River Split Flow 2 and 3 Storage Area. Wilson River Split Flow 3 ... Wilson River Split Flow to Tillamook River. VerDate Mar<15>2010 16:31 Jun 02, 2010 Jkt 220001 PO 00000 Frm 00044 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. City of Tillamook, Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. City of Tillamook, Unincorporated Areas of Tillamook County. City of Tillamook, Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. Unincorporated Areas of Tillamook County. 31367 Federal Register / Vol. 75, No. 106 / Thursday, June 3, 2010 / Proposed Rules * Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground ∧ Elevation in meters (MSL) Location of referenced elevation Flooding source(s) Effective At the divergence from the Wilson River ................. Communities affected Modified None +14 * National Geodetic Vertical Datum. + North American Vertical Datum. # Depth in feet above ground. ∧ Mean Sea Level, rounded to the nearest 0.1 meter. ** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed. Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472. ADDRESSES City of Garibaldi Maps are available for inspection at 107 6th Street, Garibaldi, OR 97118. City of Tillamook Maps are available for inspection at 210 Laurel Avenue, Tillamook, OR 97141. Unincorporated Areas of Tillamook County Maps are available for inspection at 201 Laurel Avenue, Tillamook, OR 97141. Marlboro County, South Carolina, and Incorporated Areas Great Pee Dee River .......... Approximately 2.8 miles downstream of U.S. Route 1. Approximately 1.1 mile upstream of the confluence with Marks Creek. None +93 None Unincorporated Areas of Marlboro County. +110 * National Geodetic Vertical Datum. + North American Vertical Datum. # Depth in feet above ground. ∧ Mean Sea Level, rounded to the nearest 0.1 meter. ** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed. Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472. ADDRESSES Unincorporated Areas of Marlboro County Maps are available for inspection at the Marlboro County Courthouse, 105 Main Street, Bennettsville, SC 29512. Union County, South Carolina, and Incorporated Areas Broad River ......................... srobinson on DSKHWCL6B1PROD with PROPOSALS Canal ................................... Approximately 10 feet downstream of State Highway 49. Approximately 1.1 mile upstream of State Highway 49. Approximately 28 feet downstream of State Highway 49. Just downstream of the Lockhart Dam .................... None +367 None +412 None +393 None Township of Lockhart. +409 Township of Lockhart. * National Geodetic Vertical Datum. + North American Vertical Datum. # Depth in feet above ground. ∧ Mean Sea Level, rounded to the nearest 0.1 meter. ** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at the community map repository (see below) for exact locations of all BFEs to be changed. Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472. ADDRESSES Township of Lockhart Maps are available for inspection at the Town Hall, 118 Mill Street, Lockhart, SC 29364. VerDate Mar<15>2010 18:07 Jun 02, 2010 Jkt 220001 PO 00000 Frm 00045 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 31368 Federal Register / Vol. 75, No. 106 / Thursday, June 3, 2010 / Proposed Rules (Catalog of Federal Domestic Assistance No. 97.022, ‘‘Flood Insurance.’’) Dated: May 19, 2010. Edward L. Connor, Acting Federal Insurance and Mitigation Administrator, Federal Insurance and Mitigation Administration, Department of Homeland Security, Federal Emergency Management Agency. [FR Doc. 2010–13266 Filed 6–2–10; 8:45 am] BILLING CODE 9110–12–P DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency 44 CFR Part 67 [Docket ID FEMA–2010–0003; Internal Agency Docket No. FEMA–B–1117] Proposed Flood Elevation Determinations The Federal Emergency Management Agency (FEMA) proposes to make determinations of BFEs and modified BFEs for each community listed below, in accordance with section 110 of the Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR 67.4(a). These proposed BFEs and modified BFEs, together with the floodplain management criteria required by 44 CFR 60.3, are the minimum that are required. They should not be construed to mean that the community must change any existing ordinances that are more stringent in their floodplain management requirements. The community may at any time enact stricter requirements of its own or pursuant to policies established by other Federal, State, or regional entities. These proposed elevations are used to meet the floodplain management requirements of the NFIP and also are used to calculate the appropriate flood insurance premium rates for new buildings built after these elevations are SUPPLEMENTARY INFORMATION: AGENCY: Federal Emergency Management Agency, DHS. ACTION: Proposed rule. SUMMARY: Comments are requested on the proposed Base (1% annual-chance) Flood Elevations (BFEs) and proposed BFE modifications for the communities listed in the table below. The purpose of this notice is to seek general information and comment regarding the proposed regulatory flood elevations for the reach described by the downstream and upstream locations in the table below. The BFEs and modified BFEs are a part of the floodplain management measures that the community is required either to adopt or to show evidence of having in effect in order to qualify or remain qualified for participation in the National Flood Insurance Program (NFIP). In addition, these elevations, once finalized, will be used by insurance agents and others to calculate appropriate flood insurance premium rates for new buildings and the contents in those buildings. Flooding source(s) srobinson on DSKHWCL6B1PROD with PROPOSALS DATES: Comments are to be submitted on or before September 1, 2010. ADDRESSES: The corresponding preliminary Flood Insurance Rate Map (FIRM) for the proposed BFEs for each community is available for inspection at the community’s map repository. The respective addresses are listed in the table below. You may submit comments, identified by Docket No. FEMA–B–1117, to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472, (202) 646–2820, or (e-mail) kevin.long@dhs.gov. FOR FURTHER INFORMATION CONTACT: Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472, (202) 646–2820, or (e-mail) kevin.long@dhs.gov. made final, and for the contents in those buildings. Comments on any aspect of the Flood Insurance Study and FIRM, other than the proposed BFEs, will be considered. A letter acknowledging receipt of any comments will not be sent. National Environmental Policy Act. This proposed 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. Executive Order 12866, Regulatory Planning and Review. This proposed rule is not a significant regulatory action under the criteria of section 3(f) of Executive Order 12866, as amended. Executive Order 13132, Federalism. This proposed rule involves no policies that have federalism implications under Executive Order 13132. Executive Order 12988, Civil Justice Reform. This proposed 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 proposed to be 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. § 67.4 [Amended] 2. The tables published under the authority of § 67.4 are proposed to be amended as follows: * Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground ∧ Elevation in meters (MSL) Location of referenced elevation Effective Communities affected Modified Santa Cruz County, Arizona, and Incorporated Areas Ephraim Canyon Wash ......... Mariposa Canyon .................. VerDate Mar<15>2010 19:01 Jun 02, 2010 At the confluence with Nogales Wash ......................... Approximately 1,900 feet downstream of I–19 ............ At the confluence with Nogales Wash ......................... Jkt 220001 PO 00000 Frm 00046 Fmt 4702 Sfmt 4702 +3806 +3897 +3740 E:\FR\FM\03JNP1.SGM +3810 +3899 +3746 03JNP1 City of Nogales. City of Nogales, Unincorporated Areas of Santa Cruz County.

Agencies

[Federal Register Volume 75, Number 106 (Thursday, June 3, 2010)]
[Proposed Rules]
[Pages 31361-31368]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2010-13266]

-----------------------------------------------------------------------

DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

44 CFR Part 67

[Docket ID FEMA-2010-0003; Internal Agency Docket No. FEMA-B-1108]

Proposed Flood Elevation Determinations

AGENCY: Federal Emergency Management Agency, DHS.

ACTION: Proposed rule.

-----------------------------------------------------------------------

SUMMARY: Comments are requested on the proposed Base (1% annual-chance)
Flood Elevations (BFEs) and proposed BFE modifications for the
communities listed in the table below. The purpose of this notice is to
seek general information and comment regarding the proposed regulatory
flood elevations for the reach described by the downstream and upstream
locations in the table below. The BFEs and modified BFEs are a part of
the floodplain management measures that the community is required
either to adopt or to show evidence of having in effect in order to
qualify or remain qualified for participation in the National Flood
Insurance Program (NFIP). In addition, these elevations, once
finalized, will be used by insurance agents and others to calculate
appropriate flood insurance premium rates for new buildings and the
contents in those buildings.

DATES: Comments are to be submitted on or before September 1, 2010.

ADDRESSES: The corresponding preliminary Flood Insurance Rate Map
(FIRM) for the proposed BFEs for each community is available for
inspection at the community's map repository. The respective addresses
are listed in the table below.
You may submit comments, identified by Docket No. FEMA-B-1108, to
Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation
Directorate, Federal Emergency Management Agency, 500 C Street, SW.,
Washington, DC 20472, (202) 646-2820, or (e-mail) kevin.long@dhs.gov.

FOR FURTHER INFORMATION CONTACT: Kevin C. Long, Acting Chief,
Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472,
(202) 646-2820, or (e-mail) kevin.long@dhs.gov.

SUPPLEMENTARY INFORMATION: The Federal Emergency Management Agency
(FEMA) proposes to make determinations of BFEs and modified BFEs for
each community listed below, in accordance with section 110 of the
Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR
67.4(a).
These proposed BFEs and modified BFEs, together with the floodplain
management criteria required by 44 CFR 60.3, are the minimum that are
required. They should not be construed to mean that the community must
change any existing ordinances that are more stringent in their
floodplain management requirements. The community may at any time enact
stricter requirements of its own or pursuant to policies established by
other Federal, State, or regional entities. These proposed elevations
are used to meet the floodplain management requirements of the NFIP and
also are used to calculate the appropriate flood insurance premium
rates for new buildings built after these elevations are

[[Page 31362]]

made final, and for the contents in those buildings.
Comments on any aspect of the Flood Insurance Study and FIRM, other
than the proposed BFEs, will be considered. A letter acknowledging
receipt of any comments will not be sent.
National Environmental Policy Act. This proposed 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.
Executive Order 12866, Regulatory Planning and Review. This
proposed rule is not a significant regulatory action under the criteria
of section 3(f) of Executive Order 12866, as amended.
Executive Order 13132, Federalism. This proposed rule involves no
policies that have federalism implications under Executive Order 13132.
Executive Order 12988, Civil Justice Reform. This proposed 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 proposed to be 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.

Sec. 67.4 [Amended]

2. The tables published under the authority of Sec. 67.4 are
proposed to be amended as follows:

----------------------------------------------------------------------------------------------------------------
* Elevation in feet
(NGVD) + Elevation in
feet (NAVD)
Location of referenced Depth in feet above
Flooding source(s) elevation ground [caret] Elevation Communities affected
in meters (MSL)
--------------------------
Effective Modified
----------------------------------------------------------------------------------------------------------------
Leake County, Mississippi, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Pearl River......................... Approximately 1.0 mile None +341 City of Carthage.
downstream of State
Highway 35.
Approximately 1.0 mile None +343
upstream of State
Highway 35.
Tuscolameta Creek................... Approximately 555 feet None +356 Town of Walnut Grove.
downstream of State
Highway 35.
Approximately 0.5 mile None +357
upstream of State
Highway 35.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

** BFEs to be changed include the listed downstream and upstream BFEs, and include BFEs located on the stream
reach between the referenced locations above. Please refer to the revised Flood Insurance Rate Map located at
the community map repository (see below) for exact locations of all BFEs to be changed.

Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

ADDRESSES

City of Carthage
Maps are available for inspection at City Hall, 212 West Main Street, Carthage, MS 39051.
Town of Walnut Grove
Maps are available for inspection at the Town Hall, 139 Main Street, Walnut Grove, MS 38189.
----------------------------------------------------------------------------------------------------------------
Stone County, Mississippi, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Church House Branch................. Approximately 0.5 mile None +211 City of Wiggins.
downstream of East 5th
Avenue.
Approximately 385 feet None +245
upstream of East
Borders Avenue.
Flint Creek......................... Approximately 574 feet None +171 City of Wiggins,
downstream of Unincorporated Areas
Clubhouse Drive. of Stone County.
Approximately 1,290 None +187
feet upstream of State
Highway 29.
Flint Creek Tributary 2............. At the confluence with None +174 City of Wiggins.
Flint Creek.
Approximately 350 feet None +254
upstream of Annis Lane.
Four Mile Creek..................... Approximately 1 mile None +168 City of Wiggins,
downstream of South Unincorporated Areas
Azalea Drive. of Stone County.
Approximately 345 feet None +261
upstream of West Miles
Avenue.
Four Mile Creek Tributary 1......... At the confluence with None +214 City of Wiggins.
Four Mile Creek.

[[Page 31363]]

Approximately 1,845 None +261
feet upstream of West
Bond Avenue.
Red Creek Tributary................. Approximately 0.5 mile None +166 City of Wiggins,
downstream of Mill Unincorporated Areas
Avenue. of Stone County.
Approximately 1,345 None +220
feet upstream of State
Highway 29.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

ADDRESSES

City of Wiggins
Maps are available for inspection at City Hall, 117 North 1st Street, Wiggins, MS 39577.

Unincorporated Areas of Stone County

Maps are available for inspection at the Stone County Courthouse, 323 East Cavers Street, Wiggins, MS 39577.
----------------------------------------------------------------------------------------------------------------
Franklin County, Missouri, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Birch Creek......................... Approximately 0.4 mile None +499 City of Union,
downstream of Denmark Unincorporated Areas
Road. of Franklin County.
Approximately 440 feet None +543
downstream of Prairie
Dell Road.
Bourbeuse River Tributary........... Approximately 0.6 mile None +500 City of Union,
upstream of the Unincorporated Areas
confluence with the of Franklin County.
Bourbeuse River.
Just downstream of None +550
Prairie Dell Road.
Busch Creek......................... At the confluence with +486 +491 City of Washington,
Dubois Creek. Unincorporated Areas
of Franklin County.
Approximately 460 feet None +582
upstream of Schroeder
Lane.
Dubois Creek........................ Approximately 1,688 +486 +491 City of Washington,
feet downstream of the Unincorporated Areas
confluence with Busch of Franklin County.
Creek.
Just downstream of +486 +491
State Highway 100.
Fiddle Creek........................ Approximately 165 feet +479 +483 Unincorporated Areas of
downstream of Labadie Franklin County.
Bottom Road.
Approximately 0.8 mile +482 +483
upstream of County
Highway T.
Labadie Creek....................... At the confluence with +481 +485 Unincorporated Areas of
the Missouri River. Franklin County.
Approximately 0.5 mile +485 +486
downstream of County
Highway T.
Little Tavern Creek................. Approximately 1.0 mile +478 +480 Unincorporated Areas of
downstream of County Franklin County.
Highway T.
Approximately 0.5 mile +478 +480
downstream of County
Highway T.
Missouri River...................... Approximately 3.3 miles +474 +476 City of Berger, City of
downstream of the New Haven, City of
confluence with Fiddle Washington,
Creek. Unincorporated Areas
of Franklin County.
Approximately 0.6 mile +514 +516
downstream of the
confluence with Little
Berger Creek.
Saint Johns Creek................... Approximately 1.2 mile +494 +495 City of Washington,
downstream of West Unincorporated Areas
Link Drive. of Franklin County.
Approximately 1,475 +494 +495
feet downstream of
State Highway 100.

[[Page 31364]]

South Branch Busch Creek............ At the confluence with +486 +491 City of Washington,
Busch Creek. Unincorporated Areas
of Franklin County.
Approximately 0.8 mile None +500
upstream of State
Highway 100.
Southwest Branch Busch Creek........ At the confluence with +486 +493 City of Washington,
Busch Creek. Unincorporated Areas
of Franklin County.
Approximately 0.5 mile +513 +514
upstream of State
Highway 47.
Unnamed Tributary to Busch Creek.... At the confluence with None +537 City of Washington,
Busch Creek. Unincorporated Areas
of Franklin County.
Approximately 1,520 None +552
feet upstream of State
Highway 100.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

ADDRESSES

City of Berger
Maps are available for inspection at 405 Rosalie Avenue, Berger, MO 63014.

City of New Haven
Maps are available for inspection at 101 Front Street, New Haven, MO 63068.

City of Union
Maps are available for inspection at 500 East Locust Street, Union, MO 63084.

City of Washington
Maps are available for inspection at 405 Jefferson Street, Washington, MO 63090.

Unincorporated Areas of Franklin County
Maps are available for inspection at 8 North Church Street, Suite B, Union, MO 63084.
----------------------------------------------------------------------------------------------------------------
Tillamook County, Oregon, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Dougherty Slough.................... At the confluence with +14 +16 City of Tillamook,
Hoquarten Slough. Unincorporated Areas
of Tillamook County.
At the divergence from +31 +33
the Wilson River.
Goodspeed Road Storage Area......... Approximately 2,000 None +14 Unincorporated Areas of
feet west along Sissek Tillamook County.
Road from Goodspeed
Road.
Hall Slough......................... At the confluence with None +14 City of Tillamook,
the Wilson River. Unincorporated Areas
of Tillamook County.
Approximately 0.64 mile None +20
upstream of U.S. Route
101.
Hall Slough Left Bank Overflow...... At the confluence with None +19 Unincorporated Areas of
Outlet From Wilson Tillamook County.
River Loop Storage
Area.
At the divergence from None +19
Hall Slough.
Hall Slough River Bank Overflow..... At the confluence with None +15 City of Tillamook,
Makinster Road Storage Unincorporated Areas
Area. of Tillamook County.
Approximately 1,450 None +18
feet upstream of the
Oregon Coast Highway.
Hoquarten Slough.................... At the confluence with +13 +15 City of Tillamook,
the Trask River. Unincorporated Areas
of Tillamook County.
Approximately 500 feet None +27
upstream of the Wilson
River Road.

[[Page 31365]]

Hoquarten Slough Left Bank Overflow. At the confluence with None +16 City of Tillamook,
Hoquarten Slough. Unincorporated Areas
of Tillamook County.
At the divergence from None +16
Hoquarten Slough.
Hoquarten Slough Left Bank Storage Approximately 1,300 None +15 City of Tillamook,
Area. feet west of the Unincorporated Areas
intersection of 1st of Tillamook County.
Street and Birch
Avenue.
Hoquarten Slough Right Bank Overflow At the confluence with None +16 City of Tillamook,
Hoquarten Slough. Unincorporated Areas
of Tillamook County.
At the divergence from None +18
Hoquarten Slough.
Kilchis River....................... Approximately 1,900 None +14 Unincorporated Areas of
feet downstream of Tillamook County.
U.S. Route 101.
Approximately 1.3 mile None +56
upstream of Myrtle
Creek.
Kilchis River Left Bank Overflow.... At the confluence with None +28 Unincorporated Areas of
the Kilchis River. Tillamook County.
Approximately 1,700 None +29
feet upstream of Curil
Road.
Makinster Road Storage Area......... At Makinster Road...... None +15 City of Tillamook,
Unincorporated Areas
of Tillamook County.
Miami River......................... Just downstream of U.S. +12 +14 City of Garibaldi,
Route 101. Unincorporated Areas
of Tillamook County.
Approximately 1,200 +88 +86
feet upstream of New
Miami River Road.
Miami River Left Bank Overflow At the confluence with None +15 Unincorporated Areas of
Downstream. the Miami River. Tillamook County.
Approximately 0.5 mile None +22
upstream of the
confluence with
Illingsworth Creek.
Miami River Left Bank Overflow At the confluence with None +24 Unincorporated Areas of
Upstream. the Miami River. Tillamook County.
Approximately 0.53 mile None +31
upstream of Moss Creek
Road.
Old Trask River..................... At the confluence with None +15 Unincorporated Areas of
the Tillamook River. Tillamook County.
At the divergence from None +16
the Trask River.
Old Trask River Overflow Outlet from At the confluence with None +14 Unincorporated Areas of
Goodspeed Storage Area. the Trask River. Tillamook County.
At the divergence from None +15
Old Trask River.
At the confluence with None +14
the Wilson River.
Just downstream of None +15
Goodspeed Road.
Outlet from Wilson River Loop At the confluence with None +20 Unincorporated Areas of
Storage. Dougherty Slough. Tillamook County.
Approximately 400 feet None +25
downstream of Wilson
River Loop.
Overflow from Hall Slough Left Bank At the confluence with None +14 City of Tillamook,
Overflow. Goodspeed Road Storage Unincorporated Areas
Area. of Tillamook County.
Approximately 1,750 None +18
feet upstream of the
Oregon Coast Highway.
Overflow from Wilson River Right At the confluence with None +17 Unincorporated Areas of
Bank Overflow. the Wilson River. Tillamook County.
Approximately 1,400 None +18
feet upstream of
Boquist Road.
Overflow from Wilson River Split At the confluence with None +14 Unincorporated Areas of
Flow 2. the Tillamook River. Tillamook County.
At the divergence from None +14
Wilson River Split
Flow 2.
Overflow from Wilson River Split Approximately 600 feet None +14 Unincorporated Areas of
Flow 3. downstream of the Tillamook County.
divergence from Wilson
River Split Flow 3.
At the divergence from None +14
Wilson River Split
Flow 3.
Stasek Slough....................... Approximately 80 feet None +14 Unincorporated Areas of
downstream of U.S. Tillamook County.
Route 101.
Approximately 1,500 None +26
feet upstream of
Alderbrook Road.
Tillamook Left Bank Storage Area.... Just south of the None +16 Unincorporated Areas of
intersection of Netars Tillamook County.
Highway and Abbey Lane.

[[Page 31366]]

Tillamook River..................... At the confluence with +12 +14 Unincorporated Areas of
Tillamook Bay. Tillamook County.
Just downstream of None +27
Bewley Creek Road.
Tillamook River Left Bank Overflow.. At the confluence with None +14 Unincorporated Areas of
the Tillamook River. Tillamook County.
At the divergence from None +14
the Tillamook River.
Tillamook River Right Bank Overflow. At the confluence with None +16 Unincorporated Areas of
the Tillamook River Tillamook County.
Road Storage Area.
At the divergence from None +19
the Tillamook River.
Tillamook River Road Storage Area... Just south of Matejeck None +16 Unincorporated Areas of
Road. Tillamook County.
Trask River......................... At the confluence with +12 +14 City of Tillamook,
the Tillamook River. Unincorporated Areas
of Tillamook County.
Approximately 600 feet None +95
upstream of Cedar
Creek.
Trask River Left Bank Overflow 1.... At the confluence with None +17 Unincorporated Areas of
Tillamook River Right Tillamook County.
Bank Overflow.
Just downstream of None +29
Blimp Boulevard.
Trask River Left Bank Overflow 2.... At the confluence with None +33 Unincorporated Areas of
the Trask River. Tillamook County.
Approximately 1,100 None +38
feet upstream of Long
Prairie Road.
Trask River Right Bank Overflow..... At the confluence with None +16 City of Tillamook,
the Trask River. Unincorporated Areas
of Tillamook County.
Approximately 80 feet None +24
upstream of McCormick
Loop Road.
Trask River Right Bank Overflow Approximately 600 feet None +24 Unincorporated Areas of
Storage Area. south of the Tillamook County.
intersection of 12th
Street and Marolf Loop
Road.
Trask River Right Bank Storage Area. Approximately 2,000 None +24 Unincorporated Areas of
feet northeast along Tillamook County.
U.S. Route 101 from
the intersection of
Nelsen Road and U.S.
Route 101.
Trask River Split Flow to Tillamook At the confluence with None +14 Unincorporated Areas of
River. the Tillamook River. Tillamook County.
At the divergence from None +14
the Trask River.
Wilson River........................ Approximately 0.57 mile +15 +14 City of Tillamook,
upstream of the Unincorporated Areas
confluence with of Tillamook County.
Tillamook Bay.
Approximately 1,800 +65 +66
feet upstream of Mills
Bridge.
Wilson River Left Bank Overflow 1... At the confluence with None +34 Unincorporated Areas of
the Wilson River. Tillamook County.
At the divergence from None +41
the Wilson River.
Wilson River Left Bank Overflow 2... At the confluence with None +29 Unincorporated Areas of
Dougherty Slough. Tillamook County.
Approximately 1,700 None +37
feet upstream of
Donaldson Road.
Wilson River Loop Storage Area...... Approximately 1,400 None +32 Unincorporated Areas of
feet south along Tillamook County.
Wilson Loop Road from
Sollie Smith Road.
Wilson River Right Bank Overflow.... At the confluence with None +19 Unincorporated Areas of
the Wilson River. Tillamook County.
At the divergence from None +25
the Wilson River.
Wilson River Right Bank Storage Area Approximately 650 feet None +33 Unincorporated Areas of
south of the Tillamook County.
intersection of
Aldercrest Road and
Sollie Smith Road.
Wilson River Split Flow 1........... At the convergence with None +14 Unincorporated Areas of
the Wilson River. Tillamook County.
At the divergence from None +14
the Wilson River.
Wilson River Split Flow 2........... At the confluence with None +14 Unincorporated Areas of
Tillamook Bay. Tillamook County.
At the divergence from None +15
the Wilson River.
Wilson River Split Flow 2 and 3 Just east of Wilson None +14 Unincorporated Areas of
Storage Area. River Split Flow 2. Tillamook County.
Wilson River Split Flow 3........... At the confluence with None +14 Unincorporated Areas of
Wilson River Split Tillamook County.
Flow 2.
At the divergence from None +15
the Wilson River.
Wilson River Split Flow to Tillamook At the confluence with None +14 Unincorporated Areas of
River. the Tillamook River. Tillamook County.

[[Page 31367]]

At the divergence from None +14
the Wilson River.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

ADDRESSES

City of Garibaldi
Maps are available for inspection at 107 6th Street, Garibaldi, OR 97118.
City of Tillamook
Maps are available for inspection at 210 Laurel Avenue, Tillamook, OR 97141.
Unincorporated Areas of Tillamook County

Maps are available for inspection at 201 Laurel Avenue, Tillamook, OR 97141.
----------------------------------------------------------------------------------------------------------------
Marlboro County, South Carolina, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Great Pee Dee River................. Approximately 2.8 miles None +93 Unincorporated Areas of
downstream of U.S. Marlboro County.
Route 1.
Approximately 1.1 mile None +110
upstream of the
confluence with Marks
Creek.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

ADDRESSES

Unincorporated Areas of Marlboro County

Maps are available for inspection at the Marlboro County Courthouse, 105 Main Street, Bennettsville, SC 29512.
----------------------------------------------------------------------------------------------------------------
Union County, South Carolina, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Broad River......................... Approximately 10 feet None +367 Township of Lockhart.
downstream of State
Highway 49.
Approximately 1.1 mile None +412
upstream of State
Highway 49.
Canal............................... Approximately 28 feet None +393 Township of Lockhart.
downstream of State
Highway 49.
Just downstream of the None +409
Lockhart Dam.
----------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
+ North American Vertical Datum.
Depth in feet above ground.
[caret] Mean Sea Level, rounded to the nearest 0.1 meter.

Send comments to Kevin C. Long, Acting Chief, Engineering Management Branch, Mitigation Directorate, Federal
Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

ADDRESSES

Township of Lockhart
Maps are available for inspection at the Town Hall, 118 Mill Street, Lockhart, SC 29364.
----------------------------------------------------------------------------------------------------------------

[[Page 31368]]

(Catalog of Federal Domestic Assistance No. 97.022, ``Flood
Insurance.'')

Dated: May 19, 2010.
Edward L. Connor,
Acting Federal Insurance and Mitigation Administrator, Federal
Insurance and Mitigation Administration, Department of Homeland
Security, Federal Emergency Management Agency.
[FR Doc. 2010-13266 Filed 6-2-10; 8:45 am]
BILLING CODE 9110-12-P

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