Proposed Flood Elevation Determinations, 32896-32901 [2011-14021]

Download as PDF 32896 Federal Register / Vol. 76, No. 109 / Tuesday, June 7, 2011 / Proposed Rules emcdonald on DSK2BSOYB1PROD with PROPOSALS to the adjustable parameters of DEF level and quality are adequately inaccessible, sealed, physically limited or stopped, or otherwise inhibited from adjustment. 1. At a minimum, the following actions, if done intentionally, would be considered tampering and manufacturers should design their SCR systems to ensure that restraints on such actions, whether purposeful or not, are adequate and such results are unlikely: a. Disconnected reductant level sensor b. Blocked reductant line or dosing valve c. Disconnected reductant dosing valve d. Disconnected reductant pump e. Disconnected SCR wiring harness f. Disconnected NOX sensor (that is incorporated with the SCR system) g. Disconnected reductant quality sensor h. Disconnected exhaust temperature sensor i. Disconnected reductant temperature sensor final inducement, or the alternate severe inducement approach, should begin immediately. We believe continuing to monitor for repeat instances of tampering for 40 hours is likely to capture the vast majority of operators intentionally trying to circumvent SCR controls. EPA believes that an engine that is designed with the warning and inducement strategies discussed above will be highly unlikely to be driven for any significant period under the aforementioned conditions, and that such an engine would be adequately protected from operation under such circumstances. 2. EPA believes that the warnings and inducements described above for incorrect reducing agent would also be adequate under 40 CFR § 86.094–22(e) to prevent tampering or accidental actions causing the above results. The engine should be able to detect tampering as soon as possible, but no longer than one hour after a tampering event. 3. Immediately upon detection, the operator should be notified of the problem. 4. We believe the inducement should not begin immediately. It is possible that a part failure that occurs in the course of normal operation will be recognized as a result of these diagnostics. An operator should not immediately receive inducement for an event which may not have been caused by tampering. Therefore, we think it appropriate to allow 4 hours of operation following detection before implementing final inducement while the vehicle is in operation. Alternately, if a manufacturer chooses to implement final inducement when the vehicle is stopped at a safe location, the engine design should implement severe inducement and search for final inducement triggers within 4 hours of detection. For this alternate approach, some lesser inducement should precede severe inducement at 2 hours after detection. The 4 hours until severe or final inducement will allow the operator sufficient time to reach a service facility to remedy the problem. 5. If tampering of the same component is detected again within 40 hours after repair, then the operator should be immediately notified and the tampering Dated: May 27, 2011. Margo Tsirigotis Oge, Director, Office of Transportation and Air Quality, Office of Air and Radiation. VerDate Mar<15>2010 17:26 Jun 06, 2011 Jkt 223001 VIII. Conclusion EPA is releasing this draft document for comments. We will continue to work with manufacturers, other stakeholders, and the public regarding issues related to its existing regulatory requirements and SCR technology. [FR Doc. 2011–13851 Filed 6–6–11; 8:45 am] BILLING CODE 6560–50–P 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 6, 2011. 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–1194, to Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472, (202) 646–4064, or (e-mail) luis.rodriguez1@dhs.gov. Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472, (202) 646–4064, or (e-mail) luis.rodriguez1@dhs.gov. FOR FURTHER INFORMATION CONTACT: 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 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 SUPPLEMENTARY INFORMATION: DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency 44 CFR Part 67 [Docket ID FEMA–2011–0002; Internal Agency Docket No. FEMA–B–1194] Proposed Flood Elevation Determinations Federal Emergency Management Agency, DHS. ACTION: Proposed rule. AGENCY: 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 proposed rule 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, SUMMARY: PO 00000 Frm 00019 Fmt 4702 Sfmt 4702 E:\FR\FM\07JNP1.SGM 07JNP1 Federal Register / Vol. 76, No. 109 / Tuesday, June 7, 2011 / Proposed Rules 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. Flooding source(s) 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** 32897 Effective Communities affected Modified Fremont County, Colorado, and Incorporated Areas Abbey Drainageway .............. Approximately 0.48 mile upstream of the Arkansas River confluence. None +5,274 Fourmile Creek ..................... Approximately 1,400 feet upstream of Central Avenue Approximately 1,280 feet upstream of the Arkansas River confluence. None None +5,396 +5,257 Mudd Gulch ........................... Approximately 1.39 miles upstream of U.S. Route 50 Approximately 1,200 feet upstream of the Arkansas River confluence. None None +5,361 +5,239 Approximately 0.64 mile upstream of Fourmile Parkway. At the upstream side of the railroad ............................. None +5,514 None +5,235 Approximately 0.67 mile upstream of the Arkansas River confluence. None +5,250 Mudd Gulch Split Flow .......... City of Canon City, Unincorporated Areas of Fremont County. City of Canon City, Unincorporated Areas of Fremont County. City of Canon City, Unincorporated Areas of Fremont County. Unincorporated Areas of Fremont 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 Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472. ADDRESSES City of Canon City Maps are available for inspection at City Hall, 128 Main Street, Canon City, CO 81212. Unincorporated Areas of Fremont County Maps are available for inspection at the Fremont County Courthouse, 615 Macon Avenue, Canon City, CO 81212. Dallas County, Texas, and Incorporated Areas emcdonald on DSK2BSOYB1PROD with PROPOSALS Bachman Branch .................. Bear Creek ............................ Beckley Club Branch ............ Bennett Branch ..................... Bentle Branch Creek ............. VerDate Mar<15>2010 17:26 Jun 06, 2011 Approximately 0.31 mile upstream of the Browning Branch confluence. At the upstream side of Willow Lane ........................... At the upstream side of Belt Line Road ....................... Approximately 0.25 mile upstream of County Line Road. Approximately 700 feet upstream of Elmore Avenue .. Approximately 275 feet downstream of Appian Way ... Approximately 650 feet downstream of Beltline Road Approximately 0.28 mile upstream of Plaza Drive ....... Approximately 500 feet upstream of the Tenmile Creek confluence. Jkt 223001 PO 00000 Frm 00020 Fmt 4702 Sfmt 4702 +505 +501 +590 +447 +593 +446 +481 +479 +472 +554 +434 +472 +632 +469 +557 +433 +470 +631 E:\FR\FM\07JNP1.SGM 07JNP1 City of Dallas. City of Grand Prairie, City of Irving. City of Dallas. City of Mesquite. City of Cedar Hill. 32898 Federal Register / Vol. 76, No. 109 / Tuesday, June 7, 2011 / 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 Browning Branch ................... Cedar Creek .......................... Chalk Hill Branch .................. Coombs Creek ...................... Cottonwood Creek (of Lake Ray Hubbard). Cottonwood Creek (of White Rock Creek). Elmwood Branch ................... Estes Branch ......................... Floyd Branch (of White Rock Creek). Furneaux Creek .................... Hatfield Branch ..................... Hickory Creek ....................... Hollings Branch ..................... Hunt Branch .......................... Hutton Branch ....................... Lake June Branch ................. Long Branch (of Duck Creek) Bypass. Long Branch (of Duck Creek) emcdonald on DSK2BSOYB1PROD with PROPOSALS Meadowdale Branch ............. North Mesquite Creek ........... North Mesquite Creek Spill ... VerDate Mar<15>2010 17:26 Jun 06, 2011 Approximately 190 feet upstream of County Highway 1382. Approximately 750 feet downstream of Lake Hill Drive Approximately 150 feet upstream of Hollow Way Road. At the upstream side of Ewing Avenue ........................ At the upstream side of Montclair Avenue ................... At the upstream side of Davis Street ........................... Communities affected Modified +752 +754 +512 +548 +508 +547 City of Dallas. +446 +542 +517 +447 +540 +518 City of Dallas. At the upstream side of Clarendon Drive ..................... At the upstream side of Davis Road ............................ Approximately 650 feet upstream of Clarendon Drive Approximately 0.32 mile downstream of Stonewall Road. None +520 +597 +445 +615 +527 +601 +447 Approximately 400 feet upstream of Highridge Drive .. Approximately 1,200 feet upstream of the White Rock Creek confluence. Approximately 0.40 mile upstream of Campbell Road Approximately 800 feet upstream of Clarendon Drive At the upstream side of Wright Street .......................... Approximately 350 feet downstream of Saint Augustine Drive. At the downstream side of Saint Augustine Drive ....... Approximately 1,300 feet upstream of the Cottonwood Creek confluence. At the downstream side of Polk Street ........................ At the upstream side of President George Bush Turnpike. Approximately 0.41 mile upstream of Dickerson Parkway. At the upstream side of Prairie Creek Road ................ Approximately 0.7 mile upstream of North Masters Drive. At the downstream side of Kelberg Road .................... Approximately 700 feet upstream of C.F. Hawn Freeway. Approximately 0.50 mile upstream of the North Hollings Branch confluence. Approximately 0.3 mile upstream of Ellis Road ........... Approximately 900 feet upstream of the Cottonwood Creek (of White Rock Creek) confluence. At the downstream side of Belt Line Road .................. At the upstream side of Belt Line Road ....................... Approximately 135 feet upstream of Midway Road ..... Approximately 650 feet upstream of the Prairie Creek confluence. At the downstream side of Oak Gate Lane ................. At the upstream side of the Long Branch (of Duck Creek) confluence. Approximately 460 feet upstream of the Long Branch (of Duck Creek) confluence. Approximately 0.38 mile downstream of Northwest Drive. Approximately 200 feet downstream of I–635 ............. Approximately 950 feet downstream of Rowlett Road Approximately 150 feet downstream of Rowlett Road Approximately 0.61 mile downstream of Lawson Road +485 +503 +486 +505 +667 +500 +595 +475 +666 +501 +593 +476 +475 +511 +478 +510 +622 +453 +620 +450 +459 +460 +404 +477 +402 +478 City of Dallas. +404 +429 +401 +430 City of Dallas. None +538 City of Cedar Hill, City of Grand Prairie. None +557 +638 +559 +616 +442 None +461 +613 +443 +605 +463 City of Carrollton. +489 +498 +491 +490 City of Mesquite. +500 +493 +466 +468 City of Dallas, City of Mesquite. +555 None None +381 +553 +468 +468 +379 City of Garland. +507 +505 None +481 None +488 Approximately 205 feet downstream of Via Del Norte Road. At the upstream side of the North Mesquite Creek confluence. At the downstream side of Tripp Road ........................ Jkt 223001 PO 00000 Frm 00021 Fmt 4702 Sfmt 4702 E:\FR\FM\07JNP1.SGM 07JNP1 City of Cockrell Hill, City of Dallas. City of Dallas. City of Dallas, City of Garland, City of Rowlett, Unincorporated Areas of Dallas County. City of Dallas, City of Richardson. City of Dallas. City of Dallas. City of Dallas, City of Richardson. City of Carrollton. City of Dallas, City of Richardson. City of Dallas. City of Mesquite, Town of Sunnyvale, Unincorporated Areas of Dallas County. City of Mesquite. Federal Register / Vol. 76, No. 109 / Tuesday, June 7, 2011 / 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 Pleasant Branch .................... Communities affected Modified +467 +466 City of Dallas. +497 +398 +523 +412 +498 +397 +524 +414 City of Dallas. City of Dallas. +434 +506 +435 +507 City of Dallas. +586 +550 +564 +407 +588 +549 +565 +409 City of Dallas. None +477 +456 +474 City of Dallas. +525 +500 +528 +496 City of Dallas. South Mesquite Creek .......... At the upstream side of Ohio Avenue .......................... At the upstream side of the South Branch of Cedar Creek confluence. At the downstream side of Louisiana Avenue ............. Approximately 0.61 mile downstream of Lawson Road +507 +385 +506 +383 +548 +545 Stream 2A4 ........................... Approximately 420 feet upstream of Tam O’Shanter Drive. Approximately 850 feet upstream of Dalrock Road ..... +454 +453 +480 +459 +477 +461 Stream 2B1 ........................... Approximately 660 feet upstream of Oak Hollow Drive Approximately 100 feet downstream of Spinnaker Cove. At the upstream side of Dalrock Road ......................... At the downstream side of Belt Line Road .................. +468 +428 +467 +429 Stream 2B2 ........................... Approximately 500 feet downstream of Eastgate Drive At the upstream side of the Stream 2B3 confluence ... +458 +448 +460 +443 Approximately 0.25 mile upstream of I–635 ................ Approximately 425 feet upstream of the Stream 2B2 confluence. Approximately 500 feet upstream of the Stream 2B2 confluence. Approximately 0.26 mile downstream of State Highway 352. Approximately 100 feet upstream of Kearney Street ... Approximately 500 feet upstream of I–635 .................. Approximately 0.22 mile downstream of Town East Boulevard. Approximately 400 feet upstream of the South Mesquite Creek confluence. At the downstream side of Baker Drive ....................... Approximately 1,000 feet downstream of Tedlow Trail Approximately 900 feet upstream of I–30 .................... Approximately 700 feet upstream of the South Mesquite Creek confluence. Approximately 200 feet downstream of U.S. Route 80 At the upstream side of Kyle Road .............................. Approximately 0.39 mile upstream of the Long Branch (of Lake Ray Hubbard) confluence. At the upstream side of Chiesa Road .......................... Approximately 0.68 mile upstream of Chiesa Road .... Approximately 0.49 mile downstream of Liberty Grove Road. Approximately 1.09 miles upstream of Liberty Grove Road. At the upstream side of the Stream 2E2 confluence ... At the downstream side of Big Cemetery Road .......... +452 +448 +453 +446 +450 +449 +445 +449 City of Mesquite. +475 +451 +485 +476 +452 +482 City of Mesquite. +472 +473 City of Mesquite. +501 +494 +523 +465 +502 +491 +521 +464 City of Mesquite. +495 +475 None +493 +477 +486 City of Rowlett. +444 None +438 +449 +470 +439 +488 +491 None None +466 +475 Prairie Creek ......................... Pruitt Branch ......................... Richardson Branch ............... Rugged Branch ..................... Rylie Branch .......................... South Branch of Cedar Creek. South Branch of Cedar Creek Tributary 1. Stream 2A5 ........................... Stream 2B3 ........................... Stream 2B4 ........................... Stream 2B5 ........................... Stream 2B6 ........................... Stream 2B7 ........................... Stream 2B8 ........................... emcdonald on DSK2BSOYB1PROD with PROPOSALS Stream 2E1 ........................... Stream 2E10 ......................... Stream 2E2 ........................... Stream 2E2 Tributary 1 ........ VerDate Mar<15>2010 17:26 Jun 06, 2011 Approximately 1,000 feet upstream of the Prairie Creek confluence. At the downstream side of Bruton Road ...................... At the downstream side of I–20 ................................... At the downstream side of Union Pacific Railroad ...... Approximately 1,450 feet upstream of the Prairie Creek confluence. At the downstream side of C.F. Hawn Freeway .......... Approximately 0.3 mile downstream of Green Oaks Circle. At the downstream side of Forest Lane ....................... At the downstream side of Elmwood Boulevard .......... Approximately 60 feet upstream of Berkley Avenue .... Approximately 0.38 mile upstream of the Hatfield Branch confluence. Approximately 550 feet downstream of Grady Lane ... Approximately 100 feet downstream of I–35 East ....... 32899 Jkt 223001 PO 00000 Frm 00022 Fmt 4702 Sfmt 4702 E:\FR\FM\07JNP1.SGM 07JNP1 City of Dallas. City of Balch Springs, City of Mesquite. City of Dallas, City of Rowlett. City of Dallas, City of Rowlett. City of Balch Springs, City of Mesquite. City of Balch Springs, City of Mesquite. City of Mesquite. City of Mesquite. City of Rowlett. City of Rowlett. City of Rowlett. 32900 Federal Register / Vol. 76, No. 109 / Tuesday, June 7, 2011 / 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 Stream 2E8 ........................... Modified Stream 4C3 ........................... Stream 5B11 ......................... Stream 5B12 ......................... Stream 6A1 ........................... Stream 6D1 ........................... Stream 6D3 ........................... Stream 6D4 ........................... Stream 6D5 ........................... Stream 6D7 ........................... Stream 6D8 ........................... Stream JC–1 ......................... Turtle Creek .......................... West Fork of South Mesquite Creek. emcdonald on DSK2BSOYB1PROD with PROPOSALS White Rock Creek ................. +473 +471 City of Garland, City of Rowlett, City of Sachse. +498 +493 +506 +499 +494 +503 City of Mesquite. +402 +400 At the upstream side of Belt Line Road ....................... Approximately 400 feet upstream of the Floyd Branch confluence. Approximately 350 feet downstream of Polk Street ..... Approximately 800 feet upstream of the Cottonwood Creek confluence. At the downstream side of Cullum Street .................... At the upstream side of Turtle Creek Boulevard ......... Approximately 525 feet upstream of Beverly Drive ..... At the upstream side of East Jackson Road ............... Approximately 800 feet upstream of East Jackson Road. Approximately 900 feet upstream of the Hutton Branch confluence. Approximately 450 feet upstream of Old Trinity Mills Road. At the upstream side of East Jackson Road ............... At the upstream side of Scott Mill Road ...................... Approximately 100 feet upstream of the Hutton Branch confluence. Approximately 500 feet upstream of Waterford Way ... Approximately 300 feet upstream of Carmel Drive ...... Approximately 250 feet upstream of Briardale Drive ... Approximately 370 feet upstream of the Hutton Branch confluence. At the upstream side of Tarpley Road ......................... Approximately 0.22 mile upstream of the Johnson Creek confluence. At the upstream side of West Tarrant Road ................ At the downstream side of Blackburn Street ............... None +593 +455 +596 +634 +584 +632 +585 +662 +484 +527 +498 None +660 +474 +526 +497 +502 +479 +478 +556 +554 +500 +516 +494 +502 +521 +493 +530 None None +562 +523 +510 +525 +564 City of Carrollton. None +450 +613 +449 City of Grand Prairie. +499 +445 +502 +448 At the downstream side of Wycliff Avenue .................. At the upstream side of Peachtree Road ..................... +474 +460 +473 +461 Approximately 700 feet downstream of Anthony Drive At the upstream side of the Peaks Branch confluence +500 +407 +498 +408 Approximately 0.4 mile upstream of the Hall Branch confluence. Stream 2J2 ............................ Approximately 0.32 mile upstream of the Muddy Creek confluence. Approximately 200 feet upstream of Merritt Road ....... At the upstream side of Brookhaven Drive .................. Approximately 600 feet downstream of American Lane. Approximately 600 feet downstream of Kleberg Road Communities affected +583 +588 City of Dallas, City of Seagoville, Unincorporated Areas of Dallas County. City of Richardson. City of Dallas, City of Richardson. Town of Highland Park. City of Carrollton. City of Carrollton. City of Carrollton. City of Carrollton. City of Carrollton. City of Dallas, Town of Highland Park. City of Mesquite. City of Dallas, Town of Addison. * 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 Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation Administration, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472. ADDRESSES City of Balch Springs Maps are available for inspection at the Public Works Department, 3117 Hickory Tree Road, Balch Springs, TX 75180. City of Carrollton Maps are available for inspection at the Engineering Department, 1945 East Jackson Road, Carrollton, TX 75006. City of Cedar Hill Maps are available for inspection at City Hall, 502 Cedar Street, Cedar Hill, TX 75104. City of Cockrell Hill VerDate Mar<15>2010 17:26 Jun 06, 2011 Jkt 223001 PO 00000 Frm 00023 Fmt 4702 Sfmt 4702 E:\FR\FM\07JNP1.SGM 07JNP1 Federal Register / Vol. 76, No. 109 / Tuesday, June 7, 2011 / Proposed Rules Flooding source(s) Location of referenced elevation** * Elevation in feet (NGVD) + Elevation in feet (NAVD) # Depth in feet above ground ∧ Elevation in meters (MSL) Effective Maps are available for inspection City of Dallas Maps are available for inspection City of Garland Maps are available for inspection City of Grand Prairie Maps are available for inspection City of Irving Maps are available for inspection City of Mesquite Maps are available for inspection City of Richardson Maps are available for inspection City of Rowlett Maps are available for inspection City of Sachse Maps are available for inspection City of Seagoville Maps are available for inspection Town of Addison Maps are available for inspection Town of Highland Park Maps are available for inspection Town of Sunnyvale Maps are available for inspection 32901 Communities affected Modified at City Hall, Department of Public Works, 4125 West Clarendon Drive, Cockrell Hill, TX 75211. at the Department of Public Works, 320 East Jefferson Boulevard, Dallas, TX 75203. at City Hall, 800 Main Street, Garland, TX 75040. at the City Development Center, 206 West Church Street, Grand Prairie, TX 75051. at the Public Works Department, 825 West Irving Boulevard, Irving, TX 75015 at the Engineering Division, 1515 North Galloway Avenue, Mesquite, TX 75185. at the Engineering Office, 411 West Arapaho Road, Room 204, Richardson, TX 75083. at City Hall, 4000 Main Street, Rowlett, TX 75083. at the Community Development Department, 5560 State Highway 78, Sachse, TX 75048. at City Hall, 702 North U.S. Route 175, Seagoville, TX 75182. at the Public Works Department, 16801 Westgrove Drive, Addison, TX 75001. at the Public Works Department, 4700 Drexel Drive, Highland Park, TX 75205. at the Town Hall, 537 Long Creek Road, Sunnyvale, TX 75182. Unincorporated Areas of Dallas County Maps are available for inspection at the Dallas County Records Building, 509 Main Street, Dallas, TX 75202. (Catalog of Federal Domestic Assistance No. 97.022, ‘‘Flood Insurance.’’) Dated: May 11, 2011. Sandra K. Knight, Deputy Federal Insurance and Mitigation Administrator, Mitigation, Department of Homeland Security, Federal Emergency Management Agency. [FR Doc. 2011–14021 Filed 6–6–11; 8:45 am] BILLING CODE 9110–12–P FEDERAL COMMUNICATIONS COMMISSION 47 CFR Part 27 emcdonald on DSK2BSOYB1PROD with PROPOSALS [WT Docket No. 03–66; RM–11614; FCC 11– 81] The Provision of Fixed and Mobile Broadband Access, Educational and Other Advanced Services in the 2150– 2162 and 2500–2690 MHz Bands Federal Communications Commission. ACTION: Proposed rule. AGENCY: In this document, the Commission seeks comment on a proposal to use wider channel bandwidths for the provision of SUMMARY: VerDate Mar<15>2010 17:26 Jun 06, 2011 Jkt 223001 broadband services in certain spectrum bands. Specifically, we consider changes to the out-of-band emission limits for mobile Broadband Radio Service (BRS) and Educational Broadband Service (EBS) devices operating in the 2496–2690 MHz band (2.5 GHz band). The proposed changes may permit operators to use spectrum more efficiently, and to provide higher data rates to consumers, thereby advancing key goals of the National Broadband Plan. Also, the changes would promote greater harmonization of FCC requirements with global standards for mobile devices in the 2.5 GHz band, potentially making equipment more affordable and furthering the development of mobile broadband devices. In addition, we seek comment on whether the proposed changes can be made without increasing the potential for harmful interference to existing users in the 2.5 GHz band and adjacent bands. DATES: Submit comments on or before July 7, 2011. Submit reply comments on or before July 22, 2011. ADDRESSES: Federal Communications Commission, 445 12th Street, SW., Washington, DC 20554. You may submit PO 00000 Frm 00024 Fmt 4702 Sfmt 4702 comments, identified by WT Docket No. 03–66, by any of the following methods: Federal eRulemaking Portal: https:// www.regulations.gov. Follow the instructions for submitting comments. Federal Communications Commission’s Web Site: https:// www.fcc.gov/cgb/ecfs/. Follow the instructions for submitting comments. People with Disabilities: Contact the FCC to request reasonable accommodations (accessible format documents, sign language interpreters, CART, etc.) by e-mail: FCC504@fcc.gov or phone: (202) 418–0530 or TTY: (202) 418–0432. For detailed instructions for submitting comments and additional information on the rulemaking process, see the SUPPLEMENTARY INFORMATION section of this document. FOR FURTHER INFORMATION CONTACT: John Schauble, Deputy Chief, Broadband Division, Wireless Telecommunications Bureau, Federal Communications Commission, 445 12th Street, SW, Washington, DC 20554, at (202) 418– 0797 or via the Internet to John.Schauble@fcc.gov. This is a summary of the Commission’s Fourth SUPPLEMENTARY INFORMATION: E:\FR\FM\07JNP1.SGM 07JNP1

Agencies

[Federal Register Volume 76, Number 109 (Tuesday, June 7, 2011)]
[Proposed Rules]
[Pages 32896-32901]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2011-14021]

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DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

44 CFR Part 67

[Docket ID FEMA-2011-0002; Internal Agency Docket No. FEMA-B-1194]

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 proposed
rule 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 6, 2011.

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-1194, to
Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance
and Mitigation Administration, Federal Emergency Management Agency, 500
C Street, SW., Washington, DC 20472, (202) 646-4064, or (e-mail)
luis.rodriguez1@dhs.gov.

FOR FURTHER INFORMATION CONTACT: Luis Rodriguez, Chief, Engineering
Management Branch, Federal Insurance and Mitigation Administration,
Federal Emergency Management Agency, 500 C Street, SW., Washington, DC
20472, (202) 646-4064, or (e-mail) luis.rodriguez1@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 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

[[Page 32897]]

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)
Depth in feet above
Flooding source(s) Location of referenced ground [caret] Communities affected
elevation** Elevation in meters
(MSL)
--------------------------
Effective Modified
----------------------------------------------------------------------------------------------------------------
Fremont County, Colorado, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Abbey Drainageway................... Approximately 0.48 mile None +5,274 City of Canon City,
upstream of the Unincorporated Areas
Arkansas River of Fremont County.
confluence.
Approximately 1,400 None +5,396
feet upstream of
Central Avenue.
Fourmile Creek...................... Approximately 1,280 None +5,257 City of Canon City,
feet upstream of the Unincorporated Areas
Arkansas River of Fremont County.
confluence.
Approximately 1.39 None +5,361
miles upstream of U.S.
Route 50.
Mudd Gulch.......................... Approximately 1,200 None +5,239 City of Canon City,
feet upstream of the Unincorporated Areas
Arkansas River of Fremont County.
confluence.
Approximately 0.64 mile None +5,514
upstream of Fourmile
Parkway.
Mudd Gulch Split Flow............... At the upstream side of None +5,235 Unincorpor-
the railroad. ated Areas of Fremont
County.
Approximately 0.67 mile None +5,250
upstream of the
Arkansas River
confluence.
----------------------------------------------------------------------------------------------------------------
* 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 Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation
Administration, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

ADDRESSES
City of Canon City
Maps are available for inspection at City Hall, 128 Main Street, Canon City, CO 81212.

Unincorporated Areas of Fremont County
Maps are available for inspection at the Fremont County Courthouse, 615 Macon Avenue, Canon City, CO 81212.
Dallas County, Texas, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Bachman Branch...................... Approximately 0.31 mile +505 +501 City of Dallas.
upstream of the
Browning Branch
confluence.
At the upstream side of +590 +593
Willow Lane.
Bear Creek.......................... At the upstream side of +447 +446 City of Grand Prairie,
Belt Line Road. City of Irving.
Approximately 0.25 mile +481 +479
upstream of County
Line Road.
Beckley Club Branch................. Approximately 700 feet +472 +469 City of Dallas.
upstream of Elmore
Avenue.
Approximately 275 feet +554 +557
downstream of Appian
Way.
Bennett Branch...................... Approximately 650 feet +434 +433 City of Mesquite.
downstream of Beltline
Road.
Approximately 0.28 mile +472 +470
upstream of Plaza
Drive.
Bentle Branch Creek................. Approximately 500 feet +632 +631 City of Cedar Hill.
upstream of the
Tenmile Creek
confluence.

[[Page 32898]]

Approximately 190 feet +752 +754
upstream of County
Highway 1382.
Browning Branch..................... Approximately 750 feet +512 +508 City of Dallas.
downstream of Lake
Hill Drive.
Approximately 150 feet +548 +547
upstream of Hollow Way
Road.
Cedar Creek......................... At the upstream side of +446 +447 City of Dallas.
Ewing Avenue.
At the upstream side of +542 +540
Montclair Avenue.
Chalk Hill Branch................... At the upstream side of +517 +518 City of Cockrell Hill,
Davis Street. City of Dallas.
At the upstream side of None +615
Clarendon Drive.
Coombs Creek........................ At the upstream side of +520 +527 City of Dallas.
Davis Road.
Approximately 650 feet +597 +601
upstream of Clarendon
Drive.
Cottonwood Creek (of Lake Ray Approximately 0.32 mile +445 +447 City of Dallas, City of
Hubbard). downstream of Garland, City of
Stonewall Road. Rowlett,
Unincorporated Areas
of Dallas County.
Approximately 400 feet +485 +486
upstream of Highridge
Drive.
Cottonwood Creek (of White Rock Approximately 1,200 +503 +505 City of Dallas, City of
Creek). feet upstream of the Richardson.
White Rock Creek
confluence.
Approximately 0.40 mile +667 +666
upstream of Campbell
Road.
Elmwood Branch...................... Approximately 800 feet +500 +501 City of Dallas.
upstream of Clarendon
Drive.
At the upstream side of +595 +593
Wright Street.
Estes Branch........................ Approximately 350 feet +475 +476 City of Dallas.
downstream of Saint
Augustine Drive.
At the downstream side +475 +478
of Saint Augustine
Drive.
Floyd Branch (of White Rock Creek).. Approximately 1,300 +511 +510 City of Dallas, City of
feet upstream of the Richardson.
Cottonwood Creek
confluence.
At the downstream side +622 +620
of Polk Street.
Furneaux Creek...................... At the upstream side of +453 +450 City of Carrollton.
President George Bush
Turnpike.
Approximately 0.41 mile +459 +460
upstream of Dickerson
Parkway.
Hatfield Branch..................... At the upstream side of +404 +402 City of Dallas.
Prairie Creek Road.
Approximately 0.7 mile +477 +478
upstream of North
Masters Drive.
Hickory Creek....................... At the downstream side +404 +401 City of Dallas.
of Kelberg Road.
Approximately 700 feet +429 +430
upstream of C.F. Hawn
Freeway.
Hollings Branch..................... Approximately 0.50 mile None +538 City of Cedar Hill,
upstream of the North City of Grand Prairie.
Hollings Branch
confluence.
Approximately 0.3 mile None +638
upstream of Ellis Road.
Hunt Branch......................... Approximately 900 feet +557 +559 City of Dallas, City of
upstream of the Richardson.
Cottonwood Creek (of
White Rock Creek)
confluence.
At the downstream side +616 +613
of Belt Line Road.
Hutton Branch....................... At the upstream side of +442 +443 City of Carrollton.
Belt Line Road.
Approximately 135 feet None +605
upstream of Midway
Road.
Lake June Branch.................... Approximately 650 feet +461 +463 City of Dallas.
upstream of the
Prairie Creek
confluence.
At the downstream side +489 +491
of Oak Gate Lane.
Long Branch (of Duck Creek) Bypass.. At the upstream side of +498 +490 City of Mesquite.
the Long Branch (of
Duck Creek) confluence.
Approximately 460 feet +500 +493
upstream of the Long
Branch (of Duck Creek)
confluence.
Long Branch (of Duck Creek)......... Approximately 0.38 mile +466 +468 City of Dallas, City of
downstream of Mesquite.
Northwest Drive.
Approximately 200 feet +555 +553
downstream of I-635.
Meadowdale Branch................... Approximately 950 feet None +468 City of Garland.
downstream of Rowlett
Road.
Approximately 150 feet None +468
downstream of Rowlett
Road.
North Mesquite Creek................ Approximately 0.61 mile +381 +379 City of Mesquite, Town
downstream of Lawson of Sunnyvale,
Road. Unincorporated Areas
of Dallas County.
Approximately 205 feet +507 +505
downstream of Via Del
Norte Road.
North Mesquite Creek Spill.......... At the upstream side of None +481 City of Mesquite.
the North Mesquite
Creek confluence.
At the downstream side None +488
of Tripp Road.

[[Page 32899]]

Pleasant Branch..................... Approximately 1,000 +467 +466 City of Dallas.
feet upstream of the
Prairie Creek
confluence.
At the downstream side +497 +498
of Bruton Road.
Prairie Creek....................... At the downstream side +398 +397 City of Dallas.
of I-20.
At the downstream side +523 +524
of Union Pacific
Railroad.
Pruitt Branch....................... Approximately 1,450 +412 +414 City of Dallas.
feet upstream of the
Prairie Creek
confluence.
At the downstream side +434 +435
of C.F. Hawn Freeway.
Richardson Branch................... Approximately 0.3 mile +506 +507 City of Dallas.
downstream of Green
Oaks Circle.
At the downstream side +586 +588
of Forest Lane.
Rugged Branch....................... At the downstream side +550 +549 City of Dallas.
of Elmwood Boulevard.
Approximately 60 feet +564 +565
upstream of Berkley
Avenue.
Rylie Branch........................ Approximately 0.38 mile +407 +409 City of Dallas.
upstream of the
Hatfield Branch
confluence.
Approximately 550 feet None +456
downstream of Grady
Lane.
South Branch of Cedar Creek......... Approximately 100 feet +477 +474 City of Dallas.
downstream of I-35
East.
At the upstream side of +525 +528
Ohio Avenue.
South Branch of Cedar Creek At the upstream side of +500 +496 City of Dallas.
Tributary 1. the South Branch of
Cedar Creek confluence.
At the downstream side +507 +506
of Louisiana Avenue.
South Mesquite Creek................ Approximately 0.61 mile +385 +383 City of Balch Springs,
downstream of Lawson City of Mesquite.
Road.
Approximately 420 feet +548 +545
upstream of Tam
O'Shanter Drive.
Stream 2A4.......................... Approximately 850 feet +454 +453 City of Dallas, City of
upstream of Dalrock Rowlett.
Road.
Approximately 660 feet +480 +477
upstream of Oak Hollow
Drive.
Stream 2A5.......................... Approximately 100 feet +459 +461 City of Dallas, City of
downstream of Rowlett.
Spinnaker Cove.
At the upstream side of +468 +467
Dalrock Road.
Stream 2B1.......................... At the downstream side +428 +429 City of Balch Springs,
of Belt Line Road. City of Mesquite.
Approximately 500 feet +458 +460
downstream of Eastgate
Drive.
Stream 2B2.......................... At the upstream side of +448 +443 City of Balch Springs,
the Stream 2B3 City of Mesquite.
confluence.
Approximately 0.25 mile +452 +453
upstream of I-635.
Stream 2B3.......................... Approximately 425 feet +448 +446 City of Mesquite.
upstream of the Stream
2B2 confluence.
Approximately 500 feet +450 +449
upstream of the Stream
2B2 confluence.
Stream 2B4.......................... Approximately 0.26 mile +445 +449 City of Mesquite.
downstream of State
Highway 352.
Approximately 100 feet +475 +476
upstream of Kearney
Street.
Stream 2B5.......................... Approximately 500 feet +451 +452 City of Mesquite.
upstream of I-635.
Approximately 0.22 mile +485 +482
downstream of Town
East Boulevard.
Stream 2B6.......................... Approximately 400 feet +472 +473 City of Mesquite.
upstream of the South
Mesquite Creek
confluence.
At the downstream side +501 +502
of Baker Drive.
Stream 2B7.......................... Approximately 1,000 +494 +491 City of Mesquite.
feet downstream of
Tedlow Trail.
Approximately 900 feet +523 +521
upstream of I-30.
Stream 2B8.......................... Approximately 700 feet +465 +464 City of Mesquite.
upstream of the South
Mesquite Creek
confluence.
Approximately 200 feet +495 +493
downstream of U.S.
Route 80.
Stream 2E1.......................... At the upstream side of +475 +477 City of Rowlett.
Kyle Road.
Approximately 0.39 mile None +486
upstream of the Long
Branch (of Lake Ray
Hubbard) confluence.
Stream 2E10......................... At the upstream side of +444 +449 City of Rowlett.
Chiesa Road.
Approximately 0.68 mile None +470
upstream of Chiesa
Road.
Stream 2E2.......................... Approximately 0.49 mile +438 +439 City of Rowlett.
downstream of Liberty
Grove Road.
Approximately 1.09 +488 +491
miles upstream of
Liberty Grove Road.
Stream 2E2 Tributary 1.............. At the upstream side of None +466 City of Rowlett.
the Stream 2E2
confluence.
At the downstream side None +475
of Big Cemetery Road.

[[Page 32900]]

Stream 2E8.......................... Approximately 0.32 mile +473 +471 City of Garland, City
upstream of the Muddy of Rowlett, City of
Creek confluence. Sachse.
Approximately 200 feet +498 +499
upstream of Merritt
Road.
Stream 2J2.......................... At the upstream side of +493 +494 City of Mesquite.
Brookhaven Drive.
Approximately 600 feet +506 +503
downstream of American
Lane.
Stream 4C3.......................... Approximately 600 feet +402 +400 City of Dallas, City of
downstream of Kleberg Seagoville,
Road. Unincorporated Areas
of Dallas County.
At the upstream side of None +455
Belt Line Road.
Stream 5B11......................... Approximately 400 feet +593 +596 City of Richardson.
upstream of the Floyd
Branch confluence.
Approximately 350 feet +634 +632
downstream of Polk
Street.
Stream 5B12......................... Approximately 800 feet +584 +585 City of Dallas, City of
upstream of the Richardson.
Cottonwood Creek
confluence.
At the downstream side +662 +660
of Cullum Street.
Stream 6A1.......................... At the upstream side of +484 +474 Town of Highland Park.
Turtle Creek Boulevard.
Approximately 525 feet +527 +526
upstream of Beverly
Drive.
Stream 6D1.......................... At the upstream side of +498 +497 City of Carrollton.
East Jackson Road.
Approximately 800 feet None +502
upstream of East
Jackson Road.
Stream 6D3.......................... Approximately 900 feet +479 +478 City of Carrollton.
upstream of the Hutton
Branch confluence.
Approximately 450 feet +556 +554
upstream of Old
Trinity Mills Road.
Stream 6D4.......................... At the upstream side of +500 +502 City of Carrollton.
East Jackson Road.
At the upstream side of +516 +521
Scott Mill Road.
Stream 6D5.......................... Approximately 100 feet +494 +493 City of Carrollton.
upstream of the Hutton
Branch confluence.
Approximately 500 feet +530 +523
upstream of Waterford
Way.
Stream 6D7.......................... Approximately 300 feet None +510 City of Carrollton.
upstream of Carmel
Drive.
Approximately 250 feet None +525
upstream of Briardale
Drive.
Stream 6D8.......................... Approximately 370 feet +562 +564 City of Carrollton.
upstream of the Hutton
Branch confluence.
At the upstream side of None +613
Tarpley Road.
Stream JC-1......................... Approximately 0.22 mile +450 +449 City of Grand Prairie.
upstream of the
Johnson Creek
confluence.
At the upstream side of +499 +502
West Tarrant Road.
Turtle Creek........................ At the downstream side +445 +448 City of Dallas, Town of
of Blackburn Street. Highland Park.
At the downstream side +474 +473
of Wycliff Avenue.
West Fork of South Mesquite Creek... At the upstream side of +460 +461 City of Mesquite.
Peachtree Road.
Approximately 700 feet +500 +498
downstream of Anthony
Drive.
White Rock Creek.................... At the upstream side of +407 +408 City of Dallas, Town of
the Peaks Branch Addison.
confluence.
Approximately 0.4 mile +583 +588
upstream of the Hall
Branch confluence.
----------------------------------------------------------------------------------------------------------------
* 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 Luis Rodriguez, Chief, Engineering Management Branch, Federal Insurance and Mitigation
Administration, Federal Emergency Management Agency, 500 C Street, SW., Washington, DC 20472.

ADDRESSES
City of Balch Springs
Maps are available for inspection at the Public Works Department, 3117 Hickory Tree Road, Balch Springs, TX
75180.

City of Carrollton
Maps are available for inspection at the Engineering Department, 1945 East Jackson Road, Carrollton, TX 75006.

City of Cedar Hill
Maps are available for inspection at City Hall, 502 Cedar Street, Cedar Hill, TX 75104.

City of Cockrell Hill

[[Page 32901]]

Maps are available for inspection at City Hall, Department of Public Works, 4125 West Clarendon Drive, Cockrell
Hill, TX 75211.

City of Dallas
Maps are available for inspection at the Department of Public Works, 320 East Jefferson Boulevard, Dallas, TX
75203.

City of Garland
Maps are available for inspection at City Hall, 800 Main Street, Garland, TX 75040.

City of Grand Prairie
Maps are available for inspection at the City Development Center, 206 West Church Street, Grand Prairie, TX
75051.

City of Irving
Maps are available for inspection at the Public Works Department, 825 West Irving Boulevard, Irving, TX 75015
City of Mesquite
Maps are available for inspection at the Engineering Division, 1515 North Galloway Avenue, Mesquite, TX 75185.

City of Richardson
Maps are available for inspection at the Engineering Office, 411 West Arapaho Road, Room 204, Richardson, TX
75083.

City of Rowlett
Maps are available for inspection at City Hall, 4000 Main Street, Rowlett, TX 75083.

City of Sachse
Maps are available for inspection at the Community Development Department, 5560 State Highway 78, Sachse, TX
75048.

City of Seagoville
Maps are available for inspection at City Hall, 702 North U.S. Route 175, Seagoville, TX 75182.

Town of Addison
Maps are available for inspection at the Public Works Department, 16801 Westgrove Drive, Addison, TX 75001.

Town of Highland Park
Maps are available for inspection at the Public Works Department, 4700 Drexel Drive, Highland Park, TX 75205.

Town of Sunnyvale
Maps are available for inspection at the Town Hall, 537 Long Creek Road, Sunnyvale, TX 75182.

Unincorporated Areas of Dallas County
Maps are available for inspection at the Dallas County Records Building, 509 Main Street, Dallas, TX 75202.
----------------------------------------------------------------------------------------------------------------

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

Dated: May 11, 2011.
Sandra K. Knight,
Deputy Federal Insurance and Mitigation Administrator, Mitigation,
Department of Homeland Security, Federal Emergency Management Agency.
[FR Doc. 2011-14021 Filed 6-6-11; 8:45 am]
BILLING CODE 9110-12-P

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