Proposed Flood Elevation Determinations, 31347-31361 [2010-13265]

Download as PDF Federal Register / Vol. 75, No. 106 / Thursday, June 3, 2010 / 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 31347 Communities affected Modified # 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 Piqua Maps are available for inspection at 201 West Water Street, Piqua, OH 45356. City of Tipp City Maps are available for inspection at 260 South Garber Drive, Tipp City, OH 45371. City of Troy Maps are available for inspection at City Hall, 100 South Market Street, Troy, OH 45373. City of Union Maps are available for inspection at 118 North Main Street, Union, OH 45322. Unincorporated Areas of Miami County Maps are available for inspection at 201 West Main Street, Troy, OH 45373. Village of West Milton Maps are available for inspection at 701 South Miami Street, West Milton, OH 45383. (Catalog of Federal Domestic Assistance No. 97.022, ‘‘Flood Insurance.’’) Dated: May 14, 2010. Sandra K. Knight, Deputy Federal Insurance and Mitigation Administrator, Mitigation, Department of Homeland Security, Federal Emergency Management Agency. [FR Doc. 2010–13264 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–1126] Proposed Flood Elevation Determinations srobinson on DSKHWCL6B1PROD with PROPOSALS 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 VerDate Mar<15>2010 18:07 Jun 02, 2010 Jkt 220001 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–1126, 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, PO 00000 Frm 00025 Fmt 4702 Sfmt 4702 (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 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. SUPPLEMENTARY INFORMATION: E:\FR\FM\03JNP1.SGM 03JNP1 31348 Federal Register / Vol. 75, No. 106 / Thursday, June 3, 2010 / Proposed Rules 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 State City/town/county Accordingly, 44 CFR part 67 is proposed to be amended as follows: 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. 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. List of Subjects in 44 CFR Part 67 § 67.4 Administrative practice and procedure, Flood insurance, Reporting and recordkeeping requirements. 2. The tables published under the authority of § 67.4 are proposed to be amended as follows: Source of flooding PART 67—[AMENDED] 1. The authority citation for part 67 continues to read as follows: [Amended] *Elevation in feet(NGVD) + Elevation in feet(NAVD) # Depth in feet above ground ∧ Elevation in meters (MSL) Location** Existing Modified City of McGrath, Alaska Alaska .................... City of McGrath ..... Kuskokwim River ............. ................................ .......................................... Approximately 3.23 miles downstream of the confluence with the Takotna River. Approximately 1.83 mile upstream of the confluence with the Takotna River. None +338 None +338 * National Geodetic Vertical Datum. # Depth in feet above ground. + North American Vertical Datum. ∧ 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 McGrath Maps are available for inspection at City Hall, Takotna Avenue and F Street, McGrath, AK 99627. 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 Communities affected Modified Kenai Peninsula Borough, Alaska Bear Creek ............................ confluence with Salmon Creek .......................... outflow from Bear Lake ..................................... confluence with Lost Creek ............................... outflow from Grouse Lake ................................. confluence with Salmon Creek .......................... None None None None None +170 +255 +189 +220 +136 None +336 Resurrection River ................ Approximately 1.4 mile upstream of the Brono Road bridge. At the confluence with Resurrection Bay ..................... +17 +16 +75 +74 Salmon Creek ....................... Approximately 1.6 mile upstream of the Alaskan Railroad, near the intersection of Wilma Bypass and Herman Leirer Road. At the confluence with Resurrection Bay ..................... +17 +16 At the confluence with Grouse Creek and Lost Creek, just downstream of Timber Lane Drive. None +189 Grouse Creek ........................ srobinson on DSKHWCL6B1PROD with PROPOSALS Kwechack Creek (Including Flows Outside of the Levees). VerDate Mar<15>2010 18:07 Jun 02, 2010 At At At At At the the the the the Jkt 220001 PO 00000 Frm 00026 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 Kenai Peninsula Borough. Kenai Peninsula Borough. Kenai Peninsula Borough. City of Seward, Kenai Peninsula Borough. City of Seward, Kenai Peninsula Borough. 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 Salmon Creek Overflow ........ None None None None None +68 +148 +41 +88 +38 Sawmill Creek ....................... At the outflow from Salmon Creek ............................... At the confluence with Resurrection Bay ..................... None None +40 +16 Sawmill Creek Split ............... Approximately 1.3 mile upstream of Nash Road ......... At the divergence from Sawmill Creek ......................... At the confluence with Resurrection Bay ..................... None None None +183 +12 +16 Salmon Creek/Resurrection River Split. the the the the the Communities affected Modified confluence with Salmon Creek .......................... divergence from Salmon Creek ......................... confluence with Salmon Creek .......................... divergence from Salmon Creek ......................... confluence with Resurrection River ................... Salmon Creek Split ............... At At At At At 31349 Kenai Peninsula Borough. Kenai Peninsula Borough. Kenai Peninsula Borough. City of Seward, Kenai Peninsula Borough. City of Seward. * 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 Seward Maps are available for inspection at 410 Adams Street, Seward, AK 99664. Kenai Peninsula Borough Maps are available for inspection at 144 North Binkley Street, Soldotna, AK 99669. Duval County, Florida, and Incorporated Areas Big Davis Creek .................... Big Fishweir Creek ................ Big Fishweir Creek Tributary 1. Bigelow Branch ..................... Blockhouse Creek ................. Bonett Branch ....................... Box Branch ........................... Box Branch Tributary 1 ......... Butcher Pen Creek ............... Caldwell Branch .................... srobinson on DSKHWCL6B1PROD with PROPOSALS Caldwell Branch Tributary 1 Caldwell Branch Tributary 2 Caney Branch ....................... Cedar Creek .......................... VerDate Mar<15>2010 16:31 Jun 02, 2010 Just upstream of I–95 ................................................... Approximately 1.25 mile upstream of Philips Highway Just upstream of Roosevelt Boulevard ........................ Just downstream of Lakeshore Boulevard ................... Just upstream of the railroad ....................................... +5 +16 None None None +6 +17 +6 +21 +10 Just downstream of Cassat Avenue ............................ Just upstream of Talleyrand Avenue ........................... Approximately 1,500 feet upstream of Buckman Street. Approximately 6,700 feet upstream of the confluence with the Trout River. Just downstream of Armsdale Road ............................ At the confluence with Pottsburg Creek ....................... Just downstream of I–95 .............................................. At the confluence with Pablo Creek ............................. At the confluence with Box Branch Tributary 1 ........... At the confluence with Box Branch .............................. Approximately 3,350 feet upstream of the confluence with Box Branch. Just upstream of Wesconnet Road .............................. Approximately 600 feet upstream of Randia Road ...... Approximately 1,300 feet upstream of the confluence with Yellow Water Creek. Approximately 4,100 feet upstream of the confluence with Caldwell Branch Tributary 2. At the confluence with Caldwell Branch ....................... Approximately 6,700 feet upstream of the confluence with Caldwell Branch. At the confluence with Caldwell Branch ....................... Approximately 4,000 feet upstream of the confluence with Caldwell Branch. Approximately 4,000 feet upstream of the confluence with Rushing Branch. Approximately 2.5 miles upstream of the confluence with Rushing Branch. Just upstream of I–95 ................................................... None None None +19 +5 +15 City of Jacksonville. None +5 City of Jacksonville. None +9 None +4 +2 #2 #2 +17 +10 +19 +7 +14 +14 +17 None None None +5 +17 +68 None +79 None None +74 +81 City of Jacksonville. None None +77 +81 City of Jacksonville. +5 +7 City of Jacksonville. None +22 +5 +6 Jkt 220001 PO 00000 Frm 00027 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. 31350 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 Cedar Creek Tributary 2 ....... Cedar Creek Tributary 6 ....... Cedar Creek Tributary 7 ....... Cedar Creek Tributary 8 ....... Cedar River ........................... Cedar River Tributary 1 ........ Cedar River Tributary 12 ...... Cedar River Tributary 13 ...... Cedar River Tributary 14 ...... Cedar River Tributary 15 ...... Cedar River Tributary 16 ...... Cedar River Tributary 17 ...... Cedar River Tributary 19 ...... Cedar Swamp Creek ............ Cedar Swamp Creek Tributary 1. Cedar Swamp Creek Tributary 2. Christopher Creek ................. Christopher Creek Tributary 1. Cormorant Branch ................. Craig Creek ........................... srobinson on DSKHWCL6B1PROD with PROPOSALS Deep Bottom Creek .............. Deep Bottom Creek Tributary 1. Deer Creek ............................ Dunn Creek ........................... Dunn Creek Tributary 1 ........ VerDate Mar<15>2010 16:31 Jun 02, 2010 Just upstream of Lem Turner Road ............................. At the confluence with Cedar Creek ............................ Just upstream of Terrell Road ...................................... At the confluence with Cedar Creek ............................ Just downstream of Biscayne Boulevard ..................... At the confluence with Cedar Creek ............................ Just downstream of Lem Turner Road ........................ At the confluence with Cedar Creek ............................ Just downstream of Lem Turner Road ........................ Approximately 1,500 feet upstream of the confluence with Cedar River Tributary 1. Approximately 3,000 feet upstream of the confluence with Cedar River Tributary 16. At the confluence with the Cedar River ....................... Approximately 50 feet upstream of Lakeshore Boulevard. At the confluence with the Cedar River ....................... Approximately 150 feet upstream of Lane Avenue ...... At the confluence with the Cedar River ....................... Approximately 100 feet upstream of Normandy Boulevard. At the confluence with the Cedar River ....................... Approximately 900 feet upstream of the confluence with Cedar River Tributary 18. At the confluence with Cedar River Tributary 14 ......... Approximately 1,300 feet upstream of the confluence with Cedar River Tributary 14. At the confluence with the Cedar River ....................... Approximately 2,200 feet upstream of the confluence with the Cedar River. At the confluence with the Cedar River ....................... Approximately 350 feet upstream of Beaver Street ..... Approximately 700 feet upstream of the confluence with the Cedar River. Approximately 250 feet upstream of Grace Terrace .... At the confluence with Pablo Creek ............................. Approximately 3,400 feet upstream of Huffman Boulevard. At the confluence with Cedar Swamp Creek ............... Communities affected Modified #2 None None +5 None #2 #2 #2 #2 +5 +23 +13 +16 +8 +15 +18 +19 +18 +18 +6 None +42 None None +5 +6 City of Jacksonville. None None None None +8 +11 +8 +29 City of Jacksonville. +16 None +14 +17 City of Jacksonville. None None +17 +18 City of Jacksonville. None None +21 +22 City of Jacksonville. None None +10 +20 +25 +12 City of Jacksonville. +10 +8 None +12 +9 +37 City of Jacksonville. None +29 City of Jacksonville. Just downstream of Beach Boulevard ......................... At the confluence with Cedar Swamp Creek ............... None None +33 +28 City of Jacksonville. At the confluence with Pablo Creek Tributary 3 .......... At the confluence with Christopher Creek Tributary 1 Approximately 50 feet upstream of Old Saint Augustine Road. At the confluence with Christopher Creek ................... None +4 None +34 +5 +20 City of Jacksonville. +4 +5 City of Jacksonville. Approximately 50 feet upstream of Dupont Avenue .... Approximately 1,800 feet upstream of Julington Creek Road. Just upstream of Ricky Drive ....................................... Just upstream of Hendricks Avenue ............................ Just downstream of I–95 .............................................. Just upstream of Scott Mill Road ................................. Just downstream of Hampton Road ............................. At the confluence with Deep Bottom Creek ................. None +3 +11 +4 City of Jacksonville. None None None None None None +17 +5 +21 +5 +19 +18 City of Jacksonville. None None +19 +4 City of Jacksonville. None +9 +5 +6 City of Jacksonville. +21 +5 +22 +8 City of Jacksonville. Just downstream of Hartley Road ................................ Approximately 900 feet upstream of the Saint Johns River. Approximately 4,400 feet upstream of the Saint Johns River. Approximately 3,600 feet upstream of the confluence with Rushing Branch. Just upstream of Bernard Road ................................... At the confluence with Dunn Creek ............................. Jkt 220001 PO 00000 Frm 00028 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. 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 Communities affected Modified Hopkins Creek ...................... Just downstream of Shamrock Avenue ....................... At the confluence with Dunn Creek ............................. Approximately 3,500 feet upstream of Webb Road ..... At the confluence with Julington Creek ........................ At the St. Johns County boundary ............................... At the confluence with Durbin Creek ........................... Just downstream of Philips Highway ........................... Just upstream of Bessent Road ................................... Approximately 100 feet upstream of the confluence with East Branch Tributary 1. At the confluence with East Branch ............................. Approximately 60 feet upstream of Lem Turner Road Just upstream of Timiquana Road ............................... Approximately 1,500 feet upstream of Jammes Road At the confluence with Fishing Creek .......................... Approximately 300 feet upstream of 103rd Street ....... Just upstream of Fort Caroline Road ........................... Approximately 50 feet downstream of Bradley Road .. Approximately 2,400 feet upstream of Sanchez Road Approximately 800 feet downstream of Praver Drive .. Approximately 1,000 feet downstream of Sunbeam Road. Approximately 9,300 feet upstream of the confluence with Goodbys Creek. Just downstream of the end of San Rae Road ........... Approximately 1,750 feet upstream of Runnymeade Road. At the confluence with Goodbys Creek ........................ Approximately 100 feet upstream of Philips Highway At the confluence with Goodbys Creek Tributary 2 ..... Approximately 3,200 feet upstream of the confluence with Goodbys Creek Tributary 2. At the confluence with Goodbys Creek ........................ Approximately 2,000 feet upstream of the confluence with Goodbys Creek. Approximately 350 feet downstream of Atlantic Boulevard. Approximately 1,500 feet upstream of Hodges Boulevard. At the confluence with the Trout River ......................... Approximately 1,650 feet upstream of Dunn Avenue .. At the confluence with the Trout River ......................... Approximately 400 feet upstream of V.C. Johnson Road. At the confluence with Half Creek ................................ Approximately 1,000 feet upstream of V.C. Johnson Road. At the confluence with Half Creek ................................ Approximately 580 feet upstream of the confluence with Half Creek. Just upstream of Bay Street ......................................... Approximately 1,050 feet upstream of 11th Street ...... Just upstream of San Pablo Road ............................... Approximately 1,050 feet upstream of San Pablo Road. At the confluence with Hogpen Creek ......................... Approximately 1,350 feet upstream of Canyon Falls Drive. At the confluence with Pablo Creek ............................. Hopkins Creek Tributary 1 .... Approximately 1,100 feet upstream of Cutlass Drive .. At the confluence with Hopkins Creek Tributary 2 ...... None None +7 +4 None +4 Hopkins Creek Tributary 2 .... Approximately 1,700 feet upstream of the confluence with Hopkins Creek. At the confluence with Hopkins Creek ......................... Just downstream of Bay Street .................................... None None +4 +8 Dunn Creek Tributary 2 ........ Durbin Creek ......................... Durbin Creek Tributary 1 ...... East Branch .......................... East Branch Tributary 1 ........ Fishing Creek ........................ Fishing Creek Tributary 1 ..... Ginhouse Creek .................... Goodbys Creek ..................... Goodbys Creek Tributary 1 .. Goodbys Creek Tributary 2 .. Goodbys Creek Tributary 3 .. Goodbys Creek Tributary 4 .. Goodbys Creek Tributary 5 .. Greenfield Creek ................... Gulley Branch ....................... Half Creek ............................. Half Creek Tributary 1 .......... Half Creek Tributary 2 .......... Hogan Creek ......................... Hogpen Creek ....................... Hogpen Creek Tributary 1 .... srobinson on DSKHWCL6B1PROD with PROPOSALS 31351 VerDate Mar<15>2010 16:31 Jun 02, 2010 Jkt 220001 PO 00000 Frm 00029 Fmt 4702 Sfmt 4702 None +12 None +3 +10 None None None #2 +19 +14 +22 +4 +9 +7 +19 +5 +14 #2 None +5 None None None +5 None +4 +15 +8 +14 +14 +7 +21 +8 +30 +6 +38 +5 +16 +9 None +23 +5 None +4 +20 City of Jacksonville. +7 None None None +9 +22 +17 +21 City of Jacksonville. +4 +8 +5 +5 City of Jacksonville. +7 +8 City of Jacksonville. +13 +17 None None None None +5 +18 +5 +17 City of Jacksonville. None None +13 +21 City of Jacksonville. None None +17 +18 City of Jacksonville. +4 None +5 +5 +6 +21 +6 +6 City of Jacksonville. None None +6 +13 City of Jacksonville. None +5 E:\FR\FM\03JNP1.SGM 03JNP1 City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Atlantic Beach, City of Neptune Beach. City of Jacksonville Beach, City of Neptune Beach. City of Neptune Beach. 31352 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 Hopkins Creek Tributary 3 .... Jones Creek .......................... Jones Creek Tributary 1 ....... Jones Creek Tributary 2 ....... Julington Creek ..................... Julington Creek Tributary 1 .. Julington Creek Tributary 4 .. Julington Creek Tributary 5 .. Julington Creek Tributary 8 .. Little Cedar Creek ................. Little Cedar Creek Tributary 1. Little Cedar Creek Tributary 2. Little Fishweir Creek ............. Little Pottsburg Creek ........... Little Pottsburg Creek Tributary 1. Little Pottsburg Creek Tributary 2. Little Pottsburg Creek Tributary 3. Little Sixmile Creek ............... Little Sixmile Creek Tributary 1. Little Sixmile Creek Tributary 2. srobinson on DSKHWCL6B1PROD with PROPOSALS Little Sixmile Creek Tributary 3. Little Trout River ................... Little Trout River Tributary 4 Little Trout River Tributary 6 Little Trout River Tributary 10 VerDate Mar<15>2010 16:31 Jun 02, 2010 Communities affected Modified At the confluence with Hopkins Creek Tributary 2 ...... None +6 Just upstream of 15th Avenue ..................................... Approximately 800 feet upstream of Monument Road At the upstream confluence with Jones Creek Tributary 1. At the downstream confluence with Jones Creek ........ At the upstream confluence with Jones Creek ............ At the confluence with Jones Creek ............................ Approximately 150 feet upstream of State Route 9A .. Approximately 2,800 feet upstream of Julington Tributary 8. Just upstream of Hood Road ....................................... At the confluence with Julington Creek ........................ Just downstream of Deer Creek Club Road ................ At the confluence with Julington Creek ........................ Approximately 50 feet downstream of I–295 ............... At the confluence with Julington Creek ........................ Approximately 500 feet upstream of Greenland Oaks Drive. At the confluence with Julington Creek ........................ Approximately 850 feet upstream of Julington Creek Road. Approximately 2,800 feet upstream of I–95 ................. Just upstream of Owens Road ..................................... At the confluence with Little Cedar Creek ................... None +9 None +9 +10 +39 +18 None None None +3 +23 +39 +4 +44 +4 None None None None None None None +23 +17 +28 +9 +22 +7 +16 None None +2 +18 City of Jacksonville. +5 #2 None +6 +25 +9 City of Jacksonville. City of Jacksonville. Approximately 6,650 feet upstream of I–95 ................. At the confluence with Little Cedar Creek ................... None None +24 +5 City of Jacksonville. Approximately 150 feet upstream of I-95 ..................... Just upstream of St. Johns Avenue ............................. Just downstream of Roosevelt Boulevard .................... Just upstream of the Hart Expressway ........................ Approximately 600 feet upstream of I-95 ..................... At the confluence with Little Pottsburg Creek .............. None None None None None None +6 +5 +17 +5 +19 +10 City of Jacksonville. Approximately 600 feet upstream of Hickman Road ... At the confluence with Little Pottsburg Creek .............. None None +21 +12 City of Jacksonville. Approximately 50 feet downstream of Spring Glen Road. At the confluence with Little Pottsburg Creek .............. None +20 None +12 Approximately 1,250 feet upstream of the confluence with Little Pottsburg Creek. At the confluence with the Ribault River ...................... Approximately 2,700 feet upstream of 5th Street ........ At the confluence with Little Sixmile Creek .................. None +14 None None None +12 +17 +13 City of Jacksonville. Just upstream of Shawland Road ................................ At the confluence with Little Sixmile Creek Tributary 1 None None +15 +15 City of Jacksonville. Approximately 750 feet upstream of Dahlia Road ....... At the confluence with Sixmile Creek .......................... None None +18 +13 City of Jacksonville. Just downstream of Lucoma Drive ............................... At the confluence with the Trout River ......................... Approximately 1,000 feet upstream of the confluence with Little Trout River Tributary 4. At the confluence with the Little Trout River ................ Approximately 1,200 feet upstream of the confluence with the Little Trout River. At the confluence with the Little Trout River ................ Approximately 600 feet downstream of Plummer Road. At the confluence with the Little Trout River ................ None None None +13 +4 +15 City of Jacksonville. None None +15 +15 City of Jacksonville. None None +9 +13 City of Jacksonville. None +4 City of Jacksonville. Jkt 220001 PO 00000 Frm 00030 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Jacksonville Beach, City of Neptune Beach. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. 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 Long Branch .......................... Long Branch Tributary 1 ....... Magnolia Gardens Creek ...... McCoy Creek ........................ McCoy Creek North Branch .. McCoy Creek Southwest Branch. McCoy Creek Tributary 5 ...... McGirts Creek ....................... McGirts Creek Tributary 11 .. McGirts Creek Tributary 12 .. McGirts Creek Tributary 14 .. Mill Dam Branch ................... Mill Dam Branch Canal ......... Mill Dam Branch ................... Mill Dam Branch ................... Mill Dam Branch Tributary 5 Miller Creek ........................... Miller Creek Tributary 1 ........ Miramar Tributary .................. Moncrief Creek ...................... Moncrief Creek Tributary 4 ... Mount Pleasant Creek .......... srobinson on DSKHWCL6B1PROD with PROPOSALS Mount Pleasant Creek Tributary 3. Mount Pleasant Creek Tributary 4. Mount Pleasant Creek Tributary 6. New Rose Creek ................... New Rose Creek Tributary 1 Newcastle Creek ................... VerDate Mar<15>2010 16:31 Jun 02, 2010 31353 Communities affected Modified Approximately 2,600 feet upstream of the confluence with the Little Trout River. Just upstream of Buffalo Avenue ................................. Approximately 400 feet upstream of Liberty Street ..... Approximately 400 feet upstream of Liberty Street ..... Approximately 1,100 feet upstream of Liberty Street .. At the confluence with the Ribault River ...................... Approximately 300 feet upstream of Cleveland Road At the end of Oak Street .............................................. Just upstream of Commonwealth Avenue ................... At the confluence with McCoy Creek ........................... Just upstream of 3rd Street .......................................... At the confluence with McCoy Creek ........................... None +9 None None None None None None +6 +19 +16 None +10 +5 +12 +12 +14 +2 +19 +7 +20 +17 +20 +12 City of Jacksonville. Just upstream of College Street ................................... Just upstream of Roselle Road at the confluence with McCoy Creek Southwest Branch. Approximately 50 feet upstream of Gilmore Street ...... At the confluence with the Ortega River ...................... Approximately 1,000 feet upstream of Halsems Road At the confluence with McGirts Creek .......................... Approximately 1.3 mile upstream of the confluence with McGirts Creek. At the confluence with McGirts Creek .......................... Approximately 1,200 feet upstream of William Avenue At the confluence with McGirts Creek .......................... Approximately 1,750 feet upstream of Joes Road ....... At the confluence with Pablo Creek ............................. 3,750 feet upstream of Leaby Road ............................ At the confluence with Mill Dam Branch ...................... Approximately 100 feet upstream of Gate Parkway .... At the confluence with Mill Dam ................................... Approximately 100 feet upstream of Beach Boulevard At the confluence with Mill Dam ................................... Approximately 50 feet upstream of Anniston Road ..... At the confluence with Mill Dam Branch at Lantana Lakes Drive. Just upstream of Forest Boulevard .............................. At the confluence with the Saint Johns River .............. Approximately 400 feet upstream of Camden Avenue At the confluence with Miller Creek ............................. Just downstream of Stillman Street ............................. At the confluence with the Saint Johns River .............. Approximately 1,200 feet upstream of Orlando Circle West. At the confluence with the Trout River ......................... Approximately 250 feet upstream of 9th Street ........... At the confluence with Moncrief Creek ........................ Approximately 250 feet upstream of Spring Grove Avenue. Approximately 3,400 feet upstream of Ashley Melisse Boulevard. Just downstream of General Doolittle Drive ................ At the confluence with Tiger Pond Creek .................... None None +17 +14 City of Jacksonville. None +59 None None #2 +15 +58 +75 +60 +74 None #2 None None +18 #2 None None None #2 None None None +63 +80 +59 +79 +21 +43 +27 +34 +38 +38 +38 +41 +41 None None None None None None None +45 +6 +18 +16 +16 +5 +13 None None None None +2 +21 +17 +19 City of Jacksonville. +6 +7 City of Jacksonville. None None +36 +6 City of Jacksonville. Approximately 2,050 feet upstream of Ashley Melisse Boulevard. Approximately 1,150 feet upstream of Blue Eagle Way. At the confluence with Mount Pleasant Creek ............. At the confluence with Mount Pleasant Creek ............. None +26 None +23 City of Jacksonville. None None +26 +27 City of Jacksonville. Just downstream of Running River Road .................... At the confluence with the Saint Johns River .............. Just upstream of Saint Augustine Road ...................... At the confluence with New Rose Creek ..................... Approximately 100 feet upstream of Grant Road ........ At the confluence with the Saint Johns River .............. None None None None None None +35 +7 +21 +6 +22 +7 Jkt 220001 PO 00000 Frm 00031 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. 31354 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 Newcastle Creek Tributary 1 Ninemile Creek ..................... Ninemile Creek Tributary 1 ... Ninemile Creek Tributary 2 ... Ninemile Creek Tributary 6 ... North Fork Sixmile Creek ..... North Fork Sixmile Creek Tributary 1. Oldfield Creek ....................... Oldfield Creek Tributary 1 ..... Oldfield Creek Tributary 2 ..... Oldfield Creek Tributary 3 ..... Oldfield Creek Tributary 4 ..... Oldfield Creek Tributary 7 ..... Open Creek ........................... Open Creek Tributary 1 ........ Open Creek Tributary 2 ........ Open Creek Tributary 3 ........ Open Creek Tributary 4 ........ Ortega River .......................... srobinson on DSKHWCL6B1PROD with PROPOSALS Ortega River Tributary 1 ....... Ortega River Tributary 2 ....... Ortega River Tributary 3 ....... Ortega River Tributary 4 ....... Ortega River Tributary 5 ....... VerDate Mar<15>2010 16:31 Jun 02, 2010 Communities affected Modified Approximately 200 feet downstream of Greenfern Lane. At the confluence with Newcastle Creek ..................... Approximately 700 feet upstream of the confluence with Newcastle Creek. At the confluence with the Trout River ......................... Approximately 1,250 feet upstream of Smalley Road At the confluence with Ninemile Creek ........................ Approximately 1,600 feet upstream of Old Kings Road At the confluence with Ninemile Creek ........................ Approximately 1,500 feet upstream of the railroad ...... At the confluence with Ninemile Creek ........................ Approximately 2,100 feet upstream of Old Kings Road At the confluence with Sixmile Creek .......................... Approximately 3,300 feet upstream of Fish Road west At the confluence with North Fork Sixmile Creek ........ None +27 None None +14 +18 City of Jacksonville. None None None None None None None None +19 None None +5 +22 +10 +14 +20 +21 +9 +22 +20 +75 +21 City of Jacksonville. Approximately 3,600 feet upstream of Bulls Bay Highway. Approximately 400 feet upstream of the confluence with Oldfield Tributary 4. At the confluence with Oldfield Creek Tributary 7 ....... Approximately 1,000 feet downstream of Old Saint Augustine Road. Approximately 100 feet downstream of I–295 ............. At the confluence with Oldfield Creek .......................... Approximately 50 feet upstream of Old Saint Augustine Road. At the confluence with Oldfield Creek .......................... Approximately 2,250 feet upstream of the confluence with Oldfield Creek. At the confluence with Oldfield Creek .......................... Approximately 25 feet upstream of Hood Landing Road. Approximately 450 feet upstream of Knottingby Drive At the confluence with Oldfield Creek .......................... Approximately 2,000 feet upstream of the confluence with Open Creek Tributary 1. Approximately 1,900 feet upstream of Open Creek Tributary 4. Approximately 2,200 feet upstream of Crosswater Boulevard. Approximately 4,700 feet upstream of Crosswater Boulevard. At the confluence with Open Creek ............................. Approximately 200 feet upstream of Wm. Davis Parkway. At the confluence with Open Creek ............................. Approximately 1,450 feet upstream of San Pablo Parkway. At the confluence with Open Creek ............................. Approximately 1,300 feet upstream of Highland Glen Way. Approximately 2,000 feet downstream of Collins Road Approximately 5,400 feet upstream of Normandy Boulevard at the confluence with McGirts Creek. At the confluence with the Ortega River ...................... Just downstream of Jubal Lane ................................... At the confluence with the Ortega River ...................... Approximately 900 feet upstream of Old Middleburg Road. At the confluence with the Ortega River ...................... Approximately 250 feet upstream of Steamboat Springs Drive. At the confluence with the Ortega River ...................... Just downstream of Connie Jean Road ....................... At the confluence with the Ortega River ...................... Just downstream of I–295 ............................................ None +23 +6 +5 City of Jacksonville. None +12 +26 +11 City of Jacksonville. None None None +22 +16 +19 City of Jacksonville. None None +23 +25 City of Jacksonville. None None +5 +25 City of Jacksonville. None None +9 +26 +26 +8 City of Jacksonville. +24 +23 +9 +10 None +19 +11 None +13 +22 City of Jacksonville. None None +4 +14 City of Jacksonville. None None +23 +30 City of Jacksonville. +5 +59 +4 +58 City of Jacksonville. None None None None +4 +20 +39 +68 City of Jacksonville. None None +34 +85 City of Jacksonville. None None None None +28 +71 +20 +25 City of Jacksonville. Jkt 220001 PO 00000 Frm 00032 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. 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 Ortega River Tributary 6 ....... Ortega River Tributary 7 ....... Ortega River Tributary 10 ..... Ortega River Tributary 11 ..... Pablo Creek .......................... Pablo Creek Tributary 1 ........ Pablo Creek Tributary 2 ........ Pablo Creek Tributary 3 ........ Pickett Branch ....................... Pickett Branch Tributary 3 .... Pickett Branch Tributary 4 .... Pickett Branch Tributary 5 .... Pottsburg Creek .................... Pottsburg Creek Tributary 5 Puckett Creek ....................... Red Bay Branch .................... Red Bay Branch Tributary 1 Ribault River ......................... Ribault River Tributary 2 ....... Ribault River Tributary 5 ....... Ribault River Tributary 8 ....... srobinson on DSKHWCL6B1PROD with PROPOSALS Ribault River Tributary 9 ....... Rowell Creek ......................... Rowell Creek Tributary 2 ...... Rushing Branch .................... VerDate Mar<15>2010 16:31 Jun 02, 2010 Approximately 1,600 feet upstream of Argyle Forest Boulevard. Just downstream of I–295 ............................................ Approximately 600 feet upstream of Argyle Forest Boulevard. Just upstream of I–295 ................................................. At the confluence with the Ortega River ...................... Approximately 1,000 feet upstream of Brett Forest Drive. At the confluence with the Ortega River ...................... Approximately 20 feet downstream of Collins Road .... Approximately 2,500 feet upstream of the Duval County line. At the confluence with Sawmill Slough/Buckhead Branch. At the confluence with Pablo Creek ............................. Approximately 50 feet downstream of J. Turner Butler Boulevard. At the confluence with Pablo Creek ............................. Approximately 6,300 feet upstream of Kernan Boulevard. At the confluence with Pablo Creek Tributary 2 .......... Approximately 6,000 feet upstream of the confluence with Cedar Swamp Creek Tributary 2. At the confluence with Cedar Creek ............................ Just downstream of Yankee Clipper Drive ................... At the confluence with Pickett Branch ......................... Just upstream of Pecan Park Road ............................. At the confluence with Pickett Branch ......................... Just downstream of Pecan Park Road ........................ At the confluence with Pickett Branch ......................... Just upstream of Pecan Park Road ............................. Approximately 1 mile downstream of Beach Boulevard. Just upstream of Baymeadows Road .......................... At the confluence with Pottsburg Creek ....................... Approximately 300 feet upstream of Spring Park Road. Approximately 100 feet upstream of State Route A1A Approximately 1,050 feet upstream of Fairway Villas Drive. Approximately 700 feet downstream of Arlington Expressway. Approximately 4,100 feet upstream of Lone Star Road At the confluence with Red Bay Branch ...................... Just downstream of Lone Star Road ........................... Approximately 3,000 feet downstream of Howell Drive At the confluence with Sixmile Creek .......................... At the confluence with Ribault Creek ........................... Approximately 70 feet downstream of Edgewood Drive. At the confluence with Ribault Creek ........................... Approximately 2,200 feet upstream of the confluence with Ribault Creek. At the confluence with Ribault Creek ........................... Approximately 1,600 feet upstream of Clyde Drive ..... At the confluence with Ribault Creek ........................... Approximately 300 feet upstream of West Virginia Avenue. At the confluence with Sal Taylor Creek ...................... Approximately 650 feet upstream of Secluded Avenue At the confluence with Rowell Creek ........................... Approximately 3,700 feet upstream of New World Avenue. Approximately 1,800 feet upstream of Yellow Bluff Road. Just upstream of Cedar Point Road ............................. Jkt 220001 PO 00000 Frm 00033 Fmt 4702 Sfmt 4702 31355 Communities affected Modified None +8 City of Jacksonville. None None +21 +8 City of Jacksonville. None None None +18 +22 +67 City of Jacksonville. None None +4 +20 +40 +5 +19 +22 None None +11 +35 City of Jacksonville. None #2 +12 +36 City of Jacksonville. None None +22 +34 City of Jacksonville. None None None None None None None None +4 +9 +21 +19 +21 +20 +20 +21 +21 +5 City of Jacksonville. +18 None None +17 +9 +20 None +6 None +7 +5 +8 None None None +6 +8 None None +22 +9 +13 +5 +12 +11 +11 None None +11 +11 City of Jacksonville. None None None None +9 +11 +11 +11 City of Jacksonville. None None None None +52 +80 +78 +82 City of Jacksonville. +5 +6 City of Jacksonville None +19 E:\FR\FM\03JNP1.SGM 03JNP1 City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Atlantic Beach, City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. 31356 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 Rushing Branch Tributary 1 .. Modified None None None +9 +13 +50 None +76 None #2 +61 +67 City of Jacksonville. #2 None +66 +70 City of Jacksonville. None None +8 +69 +80 +6 City of Jacksonville. City of Jacksonville. None +21 +35 +23 City of Jacksonville. +30 +29 +21 +25 +28 +27 None +34 None +34 None None None #2 None None +18 None None +9 +13 +9 +17 +13 +18 +21 +44 +27 Approximately 100 feet downstream of Point Meadows Drive. At the confluence with Second Puncheon Branch ....... None +34 None +31 City of Jacksonville. Just downstream of Courtyards Lane .......................... At the confluence with Second Puncheon Branch ....... None None +40 +32 City of Jacksonville. Approximately 2,000 feet upstream of the confluence with Second Puncheon Branch. At the confluence with Second Puncheon Branch ....... None +39 None +42 City of Jacksonville. Just upstream of Gate Parkway ................................... At the confluence with Second Puncheon Branch ....... None None +45 +43 City of Jacksonville. None +50 Sherman Creek ..................... Approximately 1,400 feet upstream of the confluence with Second Puncheon Branch. Just downstream of Pioneer Drive ............................... +7 +6 Sherman Creek Canal .......... Approximately 100 feet upstream of Seminole Road .. At the confluence with Sherman Creek ....................... None +8 +7 +6 Just downstream of Fleet Landing Boulevard .............. At the confluence with Pottsburg Creek ....................... Approximately 2,250 feet upstream of Silversmith Tributary 1. At the confluence with Silversmith Creek .................... Approximately 50 feet upstream of Century 21 Drive .. At the confluence with the Ribault River ...................... +8 None None +7 +4 +20 None None +9 +13 +24 +12 Sal Taylor Creek ................... Sal Taylor Creek Tributary 2 Sal Taylor Creek Tributary 3 Sal Taylor Creek Tributary 4 Sandalwood Canal ................ Sawmill Slough/Buckhead Branch. Sawmill Slough/Buckhead Branch Tributary 1. Sawmill Slough/Buckhead Branch Tributary 2. Seaton Creek ........................ Seaton Creek Tributary 1 ..... Seaton Creek Tributary 2 ..... Second Puncheon Branch .... Second Puncheon Branch Tributary 1. Second Puncheon Branch Tributary 3. Second Puncheon Branch Tributary 4. Second Puncheon Branch Tributary 5. srobinson on DSKHWCL6B1PROD with PROPOSALS Second Puncheon Branch Tributary 6. Silversmith Creek .................. Silversmith Creek Tributary 1 Sixmile Creek ........................ VerDate Mar<15>2010 16:31 Jun 02, 2010 At the confluence with Rushing Branch ....................... Just upstream of New Berlin Road .............................. Approximately 3,700 feet upstream of the confluence with Yellow Water Creek. At the confluence with Rowell Creek Tributary 1 approximately 2,800 feet east of Aviation Avenue. At the confluence with Sal Taylor Creek ...................... Approximately 1,500 feet upstream of the confluence with Sal Taylor Creek Tributary 3. At the confluence with Sal Taylor Creek Tributary 2 ... Approximately 3,400 feet upstream of the confluence with Sal Taylor Creek Tributary 2. At the confluence with Sal Taylor Creek ...................... Approximately 800 feet upstream of 103rd Street ....... Approximately 1,100 feet upstream of San Pablo Road. Approximately 2 miles upstream of Kernan Boulevard At the confluence with Pablo Creek ............................. Communities affected Approximately 2,300 feet upstream of J. Turner Butler Boulevard. At the confluence with Sawmill Slough/Buckhead Branch. Approximately 1,200 feet upstream of J. Turner Butler Boulevard. At the confluence with Sawmill Slough/Buckhead Branch. Approximately 550 feet upstream of the confluence with Sawmill Slough/Buckhead Branch. At the confluence with Thomas Creek ......................... At the confluence with Seaton Creek Tributary 2 ........ At the confluence with Seaton Creek ........................... Approximately 2 miles upstream of Arnold Road ........ At the confluence with Seaton Creek ........................... Just upstream of Arnold Road ..................................... At the confluence with Pablo Creek ............................. Just downstream of Beach Boulevard ......................... At the confluence with Second Puncheon Branch ....... Jkt 220001 PO 00000 Frm 00034 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Atlantic Beach, City of Jacksonville. City of Atlantic Beach, City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. 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 Sixmile Creek Tributary 6 ..... Sixmile Creek Tributary 9 ..... St. Mary’s River Tributary ..... Strawberry Creek .................. Sweetwater Creek ................. Tacito Creek .......................... Tiger Hole Swamp ................ Tiger Pond Creek .................. Tiger Pond Creek Tributary 1 Tributary 1 to Miramar Tributary. Tributary to Little Sixmile Creek Tributary 1. Tributary to Ortega River Tributary 1. Trout River ............................ Trout River Tributary 2 .......... Trout River Tributary 3 .......... Trout River Tributary 7 .......... Trout River Tributary 8 .......... West Branch ......................... West Branch Tributary 1 ....... West Branch Tributary 2 ....... srobinson on DSKHWCL6B1PROD with PROPOSALS Williamson Creek .................. Williamson Creek Tributary 3 Williamson Creek Tributary 4 Wills Branch .......................... Wills Branch Tributary 1 ....... VerDate Mar<15>2010 16:31 Jun 02, 2010 31357 Communities affected Modified Approximately 3,100 feet upstream of Commonwealth Avenue. At the confluence with Sixmile Creek .......................... Approximately 3,000 feet upstream of railroad ............ At the confluence with Sixmile Creek .......................... Just downstream of Pritchard Road ............................. Just upstream of Beaver Street ................................... Approximately 3,700 feet upstream of I–10 ................. Approximately 2,400 feet upstream of the confluence with Pottsburg Creek. Approximately 50 feet downstream of Merril Road ...... At the confluence with Julington Creek ........................ Approximately 2,300 feet upstream of Vineyard Lake Road North. Approximately 2,000 feet upstream of Scott Mill Road Approximately 3,300 feet upstream of Scott Mill Road At the confluence with Pottsburg Creek ....................... Approximately 1,650 feet upstream of J. Turner Butler Boulevard. At the confluence with Mt. Pleasant Creek .................. Approximately 1,600 feet upstream of McCormick Road. At the confluence with Tiger Pond Creek .................... Approximately 300 feet upstream of Kernan Forest Boulevard. At the confluence with Miramar Tributary .................... None +68 None None None None None None +4 +34 +56 +17 +17 +81 +82 +5 +36 +6 #2 +35 +9 +29 None None +13 None +5 +8 +14 +23 City of Jacksonville. +6 None +3 +28 City of Jacksonville. None None +14 +20 City of Jacksonville. None +8 City of Jacksonville. Approximately 1,000 feet upstream of Greenridge Road. At the confluence with Little Sixmile Creek Tributary 1 None +11 None +15 City of Jacksonville. Just downstream of Edgewood Avenue ....................... At the confluence with Ortega River Tributary 1 .......... None None +19 +4 City of Jacksonville. Just downstream of Ovella Road ................................. Approximately 2,000 feet upstream of New Kings Road. Just downstream of Cisco Gardens Road ................... At the confluence with the Trout River ......................... Approximately 1,200 feet upstream of Jones Road ..... At the confluence with the Trout River ......................... Approximately 100 feet upstream of the Norfolk Southern Railway. At the confluence with Trout River Tributary 2 ............ Just downstream of Jones Road .................................. At the confluence with the Trout River and Trout River Tributary 9. Approximately 1,600 feet upstream of Pines Plantation Road. Just downstream of Bessent Road .............................. Approximately 1,200 feet upstream of Dunn Avenue .. At the confluence with West Branch ............................ Approximately 500 feet upstream of North Campus Boulevard. At the confluence with West Branch ............................ Approximately 50 feet upstream of Dunn Avenue ....... At the confluence with the Cedar River ....................... Just downstream of Wilson Boulevard ......................... At the confluence with Williamson Creek ..................... Just downstream of Wilson Boulevard ......................... At the confluence with Williamson Creek ..................... Approximately 50 feet downstream of Lucente Road .. At the confluence with the Cedar River ....................... Approximately 400 feet upstream of Ramona Boulevard. At the confluence with Wills Branch ............................. Just downstream of Frank H. Peterson Academy Road. None +5 +10 +6 City of Jacksonville. None None None None None +61 +21 +52 +13 +19 #2 None None +32 +49 +39 None +55 None None None None +5 +12 +9 +18 City of Jacksonville. None None None None None None None None +5 None +11 +11 +5 +25 +9 +25 +9 +23 +7 +62 City of Jacksonville. None None +9 +64 City of Jacksonville. Jkt 220001 PO 00000 Frm 00035 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. 31358 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 Wills Branch Tributary 2 ....... Modified Wills Branch Tributary 4 ....... Wills Branch Tributary 5 ....... Wills Branch Tributary 6 ....... Yellow Water Creek Tributary 1. At the confluence with Wills Branch Tributary 1 .......... Approximately 1,400 feet upstream of Fouraker Road At the confluence with Wills Branch ............................. Just downstream of I–10 .............................................. At the confluence with Wills Branch Tributary 3 .......... Approximately 1,600 feet upstream of Herlong Road .. At the confluence with Wills Branch Tributary 1 .......... Approximately 50 feet downstream of Dayton Road ... At the confluence with Wills Branch Tributary 1 .......... Approximately 50 feet upstream of Spring Branch Drive. Just upstream of Bicentennial Drive ............................ None None None None None None None None None None +34 +47 +23 +82 +50 +77 +10 +25 +17 +50 None +62 Approximately 5,200 feet upstream of Bicentennial Drive. Wills Branch Tributary 3 ....... Communities affected None City of Jacksonville. +78 City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. City of Jacksonville. * 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 Atlantic Beach Maps are available for inspection at the City Building, 800 Seminole Road, Atlantic Beach, FL 32233. City of Jacksonville Maps are available for inspection at City Hall, 117 West Duval Street, Jacksonville, FL 32202. City of Jacksonville Beach Maps are available for inspection at City Hall, 11 North 3rd Street, Jacksonville Beach, FL 32250. City of Neptune Beach Maps are available for inspection at City Hall, 116 1st Street, Neptune Beach, FL 32266. Macon County, Illinois, and Incorporated Areas Friends Creek ....................... Approximately 130 feet upstream of IL–48 .................. Approximately 1,440 feet upstream of IL–48 ............... At Baltimore Avenue ..................................................... At IL–121 ...................................................................... At the confluence with Long Creek .............................. Approximately 600 feet upstream of Lost Bridge Road At South Shores Drive (County Highway 31) .............. None None +621 +624 +622 +623 None +645 +646 +619 +627 +619 +620 +619 Approximately 20 feet upstream of the railroad tracks Approximately 1.1 mile downstream of the confluence with Steven Creek. None +604 +619 +602 Approximately 1,400 feet upstream of Nesbit Bridge .. At the confluence with the Sangamon River ................ Approximately 1,100 feet downstream of Heritage Road. Approximately 200 feet upstream of the confluence with Stevens Creek. Approximately 0.6 mile upstream of Spring Creek Tributary. At the confluence with Spring Creek ............................ +620 None None +625 +608 +649 City of Decatur. +621 +620 Unincorporated Areas of Macon County. +658 +659 +656 +657 Stevens Creek ...................... At the downstream side of Mound Road ..................... Approximately 400 feet upstream of the confluence with the Sangamon River. +660 +604 +659 +603 Stevens Creek Tributary A ... Approximately 150 feet upstream of I-72 ..................... At the confluence with Stevens Creek ......................... +644 +620 +645 +619 Long Creek ........................... Long Creek Tributary ............ Sand Creek ........................... Sangamon River ................... South Spring Creek .............. srobinson on DSKHWCL6B1PROD with PROPOSALS Spring Creek ......................... Spring Creek Tributary .......... VerDate Mar<15>2010 16:31 Jun 02, 2010 Jkt 220001 PO 00000 Frm 00036 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 Village of Argenta. City of Decatur. City of Decatur. Unincorporated Areas of Macon County. City of Decatur, Unincorporated Areas of Macon County. Unincorporated Areas of Macon County. Unincorporated Areas of Macon County, Village of Forsyth. Unincorporated Areas of Macon County. 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 Communities affected Modified Approximately 1,230 feet upstream of Trump Hill Lane. At the confluence with Stevens Creek ......................... +620 +619 +631 +629 Approximately 985 feet upstream of the confluence with Stevens Creek. Stevens Creek Tributary B ... 31359 +631 +630 Unincorporated Areas of Macon 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 Decatur Maps are available for inspection at City Hall, 1 Gary K. Anderson Plaza, Decatur, IL 62523. Unincorporated Areas of Macon County Maps are available for inspection at the Macon County Courthouse, 141 South Main Street, Decatur, IL 62523. Village of Argenta Maps are available for inspection at the Village Hall, 330 North Warren, Argenta, IL 62501. Village of Forsyth Maps are available for inspection at the Village Hall, 301 South Route 51, Forsyth, IL 62535. Ste. Genevieve County, Missouri, and Incorporated Areas At the easternmost portion of the county near the confluence with the Kaskaskia River. +394 +392 Approximately 2 miles upstream of the confluence with Isle du Bois Creek. Approximately 0.66 mile downstream of the confluence with Walnut Creek. +405 +404 Old Mississippi River Channel. +393 +391 Approximately 2.75 miles upstream of the confluence with Walnut Creek. At the confluence with St. Laurent Creek .................... +394 +392 St. Laurent Branch ................ +393 +391 St. Laurent Creek .................. Just upstream of Mulberry Street ................................. At the confluence with Old Mississippi River Channel +393 +393 +391 +391 Walnut Creek ........................ srobinson on DSKHWCL6B1PROD with PROPOSALS Mississippi River ................... At the confluence with St. Laurent Branch .................. At the confluence with Old Mississippi River Channel Approximately 1,940 feet upstream of Old Mississippi River Channel. +393 +393 +393 +391 +392 +392 City of Ste. Genevieve, Unincorporated Areas of Ste. Genevieve County. City of St. Mary, Unincorporated Areas of Ste. Genevieve County. City of St. Mary, Unincorporated Areas of Ste. Genevieve County. City of St. Mary, Unincorporated Areas of Ste. Genevieve County. City of St. Mary. * 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 St. Mary Maps are available for inspection at 782 3rd Street, St. Mary, MO 63673. City of Ste. Genevieve Maps are available for inspection at 165 South 4th Street, Ste. Genevieve, MO 63670. VerDate Mar<15>2010 16:31 Jun 02, 2010 Jkt 220001 PO 00000 Frm 00037 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 31360 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 Communities affected Modified Unincorporated Areas of Ste. Genevieve County Maps are available for inspection at 165 South 4th Street, Ste. Genevieve, MO 63670. McHenry County, North Dakota, and Incorporated Areas Mouse River .......................... Approximately 1.25 mile upstream of U.S. Route 2 .... +1461 +1462 Approximately 3.26 miles upstream of U.S. Route 2 ... +1462 Unincorporated Areas of McHenry County. +1462 *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 McHenry County Maps are available for inspection at 407 Main Street, South, Towner, ND 58788 Cameron County, Pennsylvania (All Jurisdictions) Bennett Branch Sinnemahoning Creek. Driftwood Branch Sinnemahoning Creek. Driftwood Branch Sinnemahoning Creek. Sinnemahoning Creek .......... Approximately 0.60 mile downstream of Sterling Run Road. Approximately 0.55 mile downstream of Sterling Run Road. Approximately 1,835 feet downstream of Castle Garden Road. Approximately 980 feet downstream of Castle Garden Road. Approximately 1.28 mile downstream of the confluence with Sinnemahoning Portage Creek. Approximately 1.18 mile downstream of the confluence with Sinnemahoning Portage Creek. Approximately 980 feet downstream of Castle Garden Road. Approximately 90 feet upstream of the confluence with Boyer Run. None +809 None +814 None +905 None +905 None +1000 None +1001 None +809 None Township of Gibson. +809 Township of Gibson. Township of Portage. Township of Gibson. srobinson on DSKHWCL6B1PROD with PROPOSALS * 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 Gibson Maps are available for inspection at the Gibson Township Municipal Building, 7657 Bridge Street, Driftwood, PA 15834. Township of Portage Maps are available for inspection at the Portage Township Municipal Building, 523 Sizer Run, Emporium, PA 15832. Lancaster County, South Carolina, and Incorporated Areas Cane Creek ........................... Approximately 0.7 mile downstream of Grace Avenue +434 +430 +434 +433 Catawba River ...................... Approximately 1.0 mile downstream of Old Lansford Road. Approximately 2.3 miles upstream of Waxahaw Creek None +465 None +481 Approximately 0.5 mile downstream of the confluence with Catawba River Tributary 1. VerDate Mar<15>2010 18:07 Jun 02, 2010 Jkt 220001 PO 00000 Frm 00038 Fmt 4702 Sfmt 4702 E:\FR\FM\03JNP1.SGM 03JNP1 Unincorporated Areas of Lancaster County. Unincorporated Areas of Lancaster County. 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

Agencies

[Federal Register Volume 75, Number 106 (Thursday, June 3, 2010)]
[Proposed Rules]
[Pages 31347-31361]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2010-13265]

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

DEPARTMENT OF HOMELAND SECURITY

Federal Emergency Management Agency

44 CFR Part 67

Docket ID FEMA-2010-0003; Internal Agency Docket No. FEMA-B-1126]

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-1126, 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 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.

[[Page 31348]]

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)
Depth in feet above
State City/town/county Source of flooding Location** ground [caret]
Elevation in meters
(MSL)
-------------------------
Existing Modified
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
City of McGrath, Alaska
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Alaska............................... City of McGrath......... Kuskokwim River......................... Approximately 3.23 miles downstream of the confluence with None +338
the Takotna River.
........................ ........................................ Approximately 1.83 mile upstream of the confluence with the None +338
Takotna River.
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
* National Geodetic Vertical Datum.
Depth in feet above ground.
+ North American Vertical Datum.
[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 McGrath
Maps are available for inspection at City Hall, Takotna Avenue and F Street, McGrath, AK 99627.
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

----------------------------------------------------------------------------------------------------------------
* 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
----------------------------------------------------------------------------------------------------------------
Kenai Peninsula Borough, Alaska
----------------------------------------------------------------------------------------------------------------
Bear Creek.......................... At the confluence with None +170 Kenai Peninsula
Salmon Creek. Borough.
At the outflow from None +255
Bear Lake.
Grouse Creek........................ At the confluence with None +189 Kenai Peninsula
Lost Creek. Borough.
At the outflow from None +220
Grouse Lake.
Kwechack Creek (Including Flows At the confluence with None +136 Kenai Peninsula
Outside of the Levees). Salmon Creek. Borough.
Approximately 1.4 mile None +336
upstream of the Brono
Road bridge.
Resurrection River.................. At the confluence with +17 +16 City of Seward, Kenai
Resurrection Bay. Peninsula Borough.
Approximately 1.6 mile +75 +74
upstream of the
Alaskan Railroad, near
the intersection of
Wilma Bypass and
Herman Leirer Road.
Salmon Creek........................ At the confluence with +17 +16 City of Seward, Kenai
Resurrection Bay. Peninsula Borough.
At the confluence with None +189
Grouse Creek and Lost
Creek, just downstream
of Timber Lane Drive.

[[Page 31349]]

Salmon Creek Overflow............... At the confluence with None +68 Kenai Peninsula
Salmon Creek. Borough.
At the divergence from None +148
Salmon Creek.
Salmon Creek Split.................. At the confluence with None +41 Kenai Peninsula
Salmon Creek. Borough.
At the divergence from None +88
Salmon Creek.
Salmon Creek/Resurrection River At the confluence with None +38 Kenai Peninsula
Split. Resurrection River. Borough.
At the outflow from None +40
Salmon Creek.
Sawmill Creek....................... At the confluence with None +16 City of Seward, Kenai
Resurrection Bay. Peninsula Borough.
Approximately 1.3 mile None +183
upstream of Nash Road.
Sawmill Creek Split................. At the divergence from None +12 City of Seward.
Sawmill Creek.
At the confluence with None +16
Resurrection Bay.
----------------------------------------------------------------------------------------------------------------
* 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 Seward
Maps are available for inspection at 410 Adams Street, Seward, AK 99664.

Kenai Peninsula Borough
Maps are available for inspection at 144 North Binkley Street, Soldotna, AK 99669.
----------------------------------------------------------------------------------------------------------------
Duval County, Florida, and Incorporated Areas
----------------------------------------------------------------------------------------------------------------
Big Davis Creek..................... Just upstream of I-95.. +5 +6 City of Jacksonville.
Approximately 1.25 mile +16 +17
upstream of Philips
Highway.
Big Fishweir Creek.................. Just upstream of None +6 City of Jacksonville.
Roosevelt Boulevard.
Just downstream of None +21
Lakeshore Boulevard.
Big Fishweir Creek Tributary 1...... Just upstream of the None +10 City of Jacksonville.
railroad.
Just downstream of None +19
Cassat Avenue.
Bigelow Branch...................... Just upstream of None +5 City of Jacksonville.
Talleyrand Avenue.
Approximately 1,500 None +15
feet upstream of
Buckman Street.
Blockhouse Creek.................... Approximately 6,700 None +5 City of Jacksonville.
feet upstream of the
confluence with the
Trout River.
Just downstream of None +17
Armsdale Road.
Bonett Branch....................... At the confluence with +9 +10 City of Jacksonville.
Pottsburg Creek.
Just downstream of I-95 None +19
Box Branch.......................... At the confluence with +4 +7 City of Jacksonville.
Pablo Creek.
At the confluence with +2 +14
Box Branch Tributary 1.
Box Branch Tributary 1.............. At the confluence with 2 +14 City of Jacksonville.
Box Branch.
Approximately 3,350 2 +17
feet upstream of the
confluence with Box
Branch.
Butcher Pen Creek................... Just upstream of None +5 City of Jacksonville.
Wesconnet Road.
Approximately 600 feet None +17
upstream of Randia
Road.
Caldwell Branch..................... Approximately 1,300 None +68 City of Jacksonville.
feet upstream of the
confluence with Yellow
Water Creek.
Approximately 4,100 None +79
feet upstream of the
confluence with
Caldwell Branch
Tributary 2.
Caldwell Branch Tributary 1......... At the confluence with None +74 City of Jacksonville.
Caldwell Branch.
Approximately 6,700 None +81
feet upstream of the
confluence with
Caldwell Branch.
Caldwell Branch Tributary 2......... At the confluence with None +77 City of Jacksonville.
Caldwell Branch.
Approximately 4,000 None +81
feet upstream of the
confluence with
Caldwell Branch.
Caney Branch........................ Approximately 4,000 +5 +7 City of Jacksonville.
feet upstream of the
confluence with
Rushing Branch.
Approximately 2.5 miles None +22
upstream of the
confluence with
Rushing Branch.
Cedar Creek......................... Just upstream of I-95.. +5 +6 City of Jacksonville.

[[Page 31350]]

Just upstream of Lem 2 +23
Turner Road.
Cedar Creek Tributary 2............. At the confluence with None +13 City of Jacksonville.
Cedar Creek.
Just upstream of None +16
Terrell Road.
Cedar Creek Tributary 6............. At the confluence with +5 +8 City of Jacksonville.
Cedar Creek.
Just downstream of None +15
Biscayne Boulevard.
Cedar Creek Tributary 7............. At the confluence with 2 +18 City of Jacksonville.
Cedar Creek.
Just downstream of Lem 2 +19
Turner Road.
Cedar Creek Tributary 8............. At the confluence with 2 +18 City of Jacksonville.
Cedar Creek.
Just downstream of Lem 2 +18
Turner Road.
Cedar River......................... Approximately 1,500 +5 +6 City of Jacksonville.
feet upstream of the
confluence with Cedar
River Tributary 1.
Approximately 3,000 None +42
feet upstream of the
confluence with Cedar
River Tributary 16.
Cedar River Tributary 1............. At the confluence with None +5 City of Jacksonville.
the Cedar River.
Approximately 50 feet None +6
upstream of Lakeshore
Boulevard.
Cedar River Tributary 12............ At the confluence with None +8 City of Jacksonville.
the Cedar River.
Approximately 150 feet None +11
upstream of Lane
Avenue.
Cedar River Tributary 13............ At the confluence with None +8 City of Jacksonville.
the Cedar River.
Approximately 100 feet None +29
upstream of Normandy
Boulevard.
Cedar River Tributary 14............ At the confluence with +16 +14 City of Jacksonville.
the Cedar River.
Approximately 900 feet None +17
upstream of the
confluence with Cedar
River Tributary 18.
Cedar River Tributary 15............ At the confluence with None +17 City of Jacksonville.
Cedar River Tributary
14.
Approximately 1,300 None +18
feet upstream of the
confluence with Cedar
River Tributary 14.
Cedar River Tributary 16............ At the confluence with None +21 City of Jacksonville.
the Cedar River.
Approximately 2,200 None +22
feet upstream of the
confluence with the
Cedar River.
Cedar River Tributary 17............ At the confluence with None +20 City of Jacksonville.
the Cedar River.
Approximately 350 feet None +25
upstream of Beaver
Street.
Cedar River Tributary 19............ Approximately 700 feet +10 +12 City of Jacksonville.
upstream of the
confluence with the
Cedar River.
Approximately 250 feet +10 +12
upstream of Grace
Terrace.
Cedar Swamp Creek................... At the confluence with +8 +9 City of Jacksonville.
Pablo Creek.
Approximately 3,400 None +37
feet upstream of
Huffman Boulevard.
Cedar Swamp Creek Tributary 1....... At the confluence with None +29 City of Jacksonville.
Cedar Swamp Creek.
Just downstream of None +33
Beach Boulevard.
Cedar Swamp Creek Tributary 2....... At the confluence with None +28 City of Jacksonville.
Cedar Swamp Creek.
At the confluence with None +34
Pablo Creek Tributary
3.
Christopher Creek................... At the confluence with +4 +5 City of Jacksonville.
Christopher Creek
Tributary 1.
Approximately 50 feet None +20
upstream of Old Saint
Augustine Road.
Christopher Creek Tributary 1....... At the confluence with +4 +5 City of Jacksonville.
Christopher Creek.
Approximately 50 feet None +11
upstream of Dupont
Avenue.
Cormorant Branch.................... Approximately 1,800 +3 +4 City of Jacksonville.
feet upstream of
Julington Creek Road.
Just upstream of Ricky None +17
Drive.
Craig Creek......................... Just upstream of None +5 City of Jacksonville.
Hendricks Avenue.
Just downstream of I-95 None +21
Deep Bottom Creek................... Just upstream of Scott None +5 City of Jacksonville.
Mill Road.
Just downstream of None +19
Hampton Road.
Deep Bottom Creek Tributary 1....... At the confluence with None +18 City of Jacksonville.
Deep Bottom Creek.
Just downstream of None +19
Hartley Road.
Deer Creek.......................... Approximately 900 feet None +4 City of Jacksonville.
upstream of the Saint
Johns River.
Approximately 4,400 None +9
feet upstream of the
Saint Johns River.
Dunn Creek.......................... Approximately 3,600 +5 +6 City of Jacksonville.
feet upstream of the
confluence with
Rushing Branch.
Just upstream of +21 +22
Bernard Road.
Dunn Creek Tributary 1.............. At the confluence with +5 +8 City of Jacksonville.
Dunn Creek.

[[Page 31351]]

Just downstream of None +19
Shamrock Avenue.
Dunn Creek Tributary 2.............. At the confluence with +12 +14 City of Jacksonville.
Dunn Creek.
Approximately 3,500 None +22
feet upstream of Webb
Road.
Durbin Creek........................ At the confluence with +3 +4 City of Jacksonville.
Julington Creek.
At the St. Johns County +10 +9
boundary.
Durbin Creek Tributary 1............ At the confluence with None +7 City of Jacksonville.
Durbin Creek.
Just downstream of None +19
Philips Highway.
East Branch......................... Just upstream of None +5 City of Jacksonville.
Bessent Road.
Approximately 100 feet 2 +14
upstream of the
confluence with East
Branch Tributary 1.
East Branch Tributary 1............. At the confluence with 2 +14 City of Jacksonville.
East Branch.
Approximately 60 feet None +14
upstream of Lem Turner
Road.
Fishing Creek....................... Just upstream of +5 +7 City of Jacksonville.
Timiquana Road.
Approximately 1,500 None +21
feet upstream of
Jammes Road.
Fishing Creek Tributary 1........... At the confluence with None +8 City of Jacksonville.
Fishing Creek.
Approximately 300 feet None +30
upstream of 103rd
Street.
Ginhouse Creek...................... Just upstream of Fort +5 +6 City of Jacksonville.
Caroline Road.
Approximately 50 feet None +38
downstream of Bradley
Road.
Goodbys Creek....................... Approximately 2,400 +4 +5 City of Jacksonville.
feet upstream of
Sanchez Road.
Approximately 800 feet +15 +16
downstream of Praver
Drive.
Goodbys Creek Tributary 1........... Approximately 1,000 +8 +9 City of Jacksonville.
feet downstream of
Sunbeam Road.
Approximately 9,300 None +23
feet upstream of the
confluence with
Goodbys Creek.
Goodbys Creek Tributary 2........... Just downstream of the +5 +4 City of Jacksonville.
end of San Rae Road.
Approximately 1,750 None +20
feet upstream of
Runnymeade Road.
Goodbys Creek Tributary 3........... At the confluence with +7 +9 City of Jacksonville.
Goodbys Creek.
Approximately 100 feet None +22
upstream of Philips
Highway.
Goodbys Creek Tributary 4........... At the confluence with None +17 City of Jacksonville.
Goodbys Creek
Tributary 2.
Approximately 3,200 None +21
feet upstream of the
confluence with
Goodbys Creek
Tributary 2.
Goodbys Creek Tributary 5........... At the confluence with +4 +5 City of Jacksonville.
Goodbys Creek.
Approximately 2,000 +8 +5
feet upstream of the
confluence with
Goodbys Creek.
Greenfield Creek.................... Approximately 350 feet +7 +8 City of Jacksonville.
downstream of Atlantic
Boulevard.
Approximately 1,500 +13 +17
feet upstream of
Hodges Boulevard.
Gulley Branch....................... At the confluence with None +5 City of Jacksonville.
the Trout River.
Approximately 1,650 None +18
feet upstream of Dunn
Avenue.
Half Creek.......................... At the confluence with None +5 City of Jacksonville.
the Trout River.
Approximately 400 feet None +17
upstream of V.C.
Johnson Road.
Half Creek Tributary 1.............. At the confluence with None +13 City of Jacksonville.
Half Creek.
Approximately 1,000 None +21
feet upstream of V.C.
Johnson Road.
Half Creek Tributary 2.............. At the confluence with None +17 City of Jacksonville.
Half Creek.
Approximately 580 feet None +18
upstream of the
confluence with Half
Creek.
Hogan Creek......................... Just upstream of Bay +4 +6 City of Jacksonville.
Street.
Approximately 1,050 None +21
feet upstream of 11th
Street.
Hogpen Creek........................ Just upstream of San +5 +6 City of Jacksonville.
Pablo Road.
Approximately 1,050 +5 +6
feet upstream of San
Pablo Road.
Hogpen Creek Tributary 1............ At the confluence with None +6 City of Jacksonville.
Hogpen Creek.
Approximately 1,350 None +13
feet upstream of
Canyon Falls Drive.
Hopkins Creek....................... At the confluence with None +5 City of Atlantic Beach,
Pablo Creek. City of Neptune Beach.
Approximately 1,100 None +7
feet upstream of
Cutlass Drive.
Hopkins Creek Tributary 1........... At the confluence with None +4 City of Jacksonville
Hopkins Creek Beach, City of Neptune
Tributary 2. Beach.
Approximately 1,700 None +4
feet upstream of the
confluence with
Hopkins Creek.
Hopkins Creek Tributary 2........... At the confluence with None +4 City of Neptune Beach.
Hopkins Creek.
Just downstream of Bay None +8
Street.

[[Page 31352]]

Hopkins Creek Tributary 3........... At the confluence with None +6 City of Jacksonville
Hopkins Creek Beach, City of Neptune
Tributary 2. Beach.
Just upstream of 15th None +9
Avenue.
Jones Creek......................... Approximately 800 feet +9 +10 City of Jacksonville.
upstream of Monument
Road.
At the upstream None +39
confluence with Jones
Creek Tributary 1.
Jones Creek Tributary 1............. At the downstream +18 +23 City of Jacksonville.
confluence with Jones
Creek.
At the upstream None +39
confluence with Jones
Creek.
Jones Creek Tributary 2............. At the confluence with None +4 City of Jacksonville.
Jones Creek.
Approximately 150 feet None +44
upstream of State
Route 9A.
Julington Creek..................... Approximately 2,800 +3 +4 City of Jacksonville.
feet upstream of
Julington Tributary 8.
Just upstream of Hood None +23
Road.
Julington Creek Tributary 1......... At the confluence with None +17 City of Jacksonville.
Julington Creek.
Just downstream of Deer None +28
Creek Club Road.
Julington Creek Tributary 4......... At the confluence with None +9 City of Jacksonville.
Julington Creek.
Approximately 50 feet None +22
downstream of I-295.
Julington Creek Tributary 5......... At the confluence with None +7 City of Jacksonville.
Julington Creek.
Approximately 500 feet None +16
upstream of Greenland
Oaks Drive.
Julington Creek Tributary 8......... At the confluence with None +2 City of Jacksonville.
Julington Creek.
Approximately 850 feet None +18
upstream of Julington
Creek Road.
Little Cedar Creek.................. Approximately 2,800 +5 +6 City of Jacksonville.
feet upstream of I-95.
Just upstream of Owens 2 +25
Road.
Little Cedar Creek Tributary 1...... At the confluence with None +9 City of Jacksonville.
Little Cedar Creek.
Approximately 6,650 None +24
feet upstream of I-95.
Little Cedar Creek Tributary 2...... At the confluence with None +5 City of Jacksonville.
Little Cedar Creek.
Approximately 150 feet None +6
upstream of I[dash]95.
Little Fishweir Creek............... Just upstream of St. None +5 City of Jacksonville.
Johns Avenue.
Just downstream of None +17
Roosevelt Boulevard.
Little Pottsburg Creek.............. Just upstream of the None +5 City of Jacksonville.
Hart Expressway.
Approximately 600 feet None +19
upstream of I[dash]95.
Little Pottsburg Creek Tributary 1.. At the confluence with None +10 City of Jacksonville.
Little Pottsburg Creek.
Approximately 600 feet None +21
upstream of Hickman
Road.
Little Pottsburg Creek Tributary 2.. At the confluence with None +12 City of Jacksonville.
Little Pottsburg Creek.
Approximately 50 feet None +20
downstream of Spring
Glen Road.
Little Pottsburg Creek Tributary 3.. At the confluence with None +12 City of Jacksonville.
Little Pottsburg Creek.
Approximately 1,250 None +14
feet upstream of the
confluence with Little
Pottsburg Creek.
Little Sixmile Creek................ At the confluence with None +12 City of Jacksonville.
the Ribault River.
Approximately 2,700 None +17
feet upstream of 5th
Street.
Little Sixmile Creek Tributary 1.... At the confluence with None +13 City of Jacksonville.
Little Sixmile Creek.
Just upstream of None +15
Shawland Road.
Little Sixmile Creek Tributary 2.... At the confluence with None +15 City of Jacksonville.
Little Sixmile Creek
Tributary 1.
Approximately 750 feet None +18
upstream of Dahlia
Road.
Little Sixmile Creek Tributary 3.... At the confluence with None +13 City of Jacksonville.
Sixmile Creek.
Just downstream of None +13
Lucoma Drive.
Little Trout River.................. At the confluence with None +4 City of Jacksonville.
the Trout River.
Approximately 1,000 None +15
feet upstream of the
confluence with Little
Trout River Tributary
4.
Little Trout River Tributary 4...... At the confluence with None +15 City of Jacksonville.
the Little Trout River.
Approximately 1,200 None +15
feet upstream of the
confluence with the
Little Trout River.
Little Trout River Tributary 6...... At the confluence with None +9 City of Jacksonville.
the Little Trout River.
Approximately 600 feet None +13
downstream of Plummer
Road.
Little Trout River Tributary 10..... At the confluence with None +4 City of Jacksonville.
the Little Trout River.

[[Page 31353]]

Approximately 2,600 None +9
feet upstream of the
confluence with the
Little Trout River.
Long Branch......................... Just upstream of None +5 City of Jacksonville.
Buffalo Avenue.
Approximately 400 feet None +12
upstream of Liberty
Street.
Long Branch Tributary 1............. Approximately 400 feet None +12 City of Jacksonville.
upstream of Liberty
Street.
Approximately 1,100 None +14
feet upstream of
Liberty Street.
Magnolia Gardens Creek.............. At the confluence with None +2 City of Jacksonville.
the Ribault River.
Approximately 300 feet None +19
upstream of Cleveland
Road.
McCoy Creek......................... At the end of Oak +6 +7 City of Jacksonville.
Street.
Just upstream of +19 +20
Commonwealth Avenue.
McCoy Creek North Branch............ At the confluence with +16 +17 City of Jacksonville.
McCoy Creek.
Just upstream of 3rd None +20
Street.
McCoy Creek Southwest Branch........ At the confluence with +10 +12 City of Jacksonville.
McCoy Creek.
Just upstream of None +17
College Street.
McCoy Creek Tributary 5............. Just upstream of None +14 City of Jacksonville.
Roselle Road at the
confluence with McCoy
Creek Southwest Branch.
Approximately 50 feet None +15
upstream of Gilmore
Street.
McGirts Creek....................... At the confluence with +59 +58 City of Jacksonville.
the Ortega River.
Approximately 1,000 None +75
feet upstream of
Halsems Road.
McGirts Creek Tributary 11.......... At the confluence with None +60 City of Jacksonville.
McGirts Creek.
Approximately 1.3 mile 2 +74
upstream of the
confluence with
McGirts Creek.
McGirts Creek Tributary 12.......... At the confluence with None +63 City of Jacksonville.
McGirts Creek.
Approximately 1,200 2 +80
feet upstream of
William Avenue.
McGirts Creek Tributary 14.......... At the confluence with None +59 City of Jacksonville.
McGirts Creek.
Approximately 1,750 None +79
feet upstream of Joes
Road.
Mill Dam Branch..................... At the confluence with +18 +21 City of Jacksonville.
Pablo Creek.
3,750 feet upstream of 2 +43
Leaby Road.
Mill Dam Branch Canal............... At the confluence with None +27 City of Jacksonville.
Mill Dam Branch.
Approximately 100 feet None +34
upstream of Gate
Parkway.
Mill Dam Branch..................... At the confluence with None +38 City of Jacksonville.
Mill Dam.
Approximately 100 feet 2 +38
upstream of Beach
Boulevard.
Mill Dam Branch..................... At the confluence with None +38 City of Jacksonville.
Mill Dam.
Approximately 50 feet None +41
upstream of Anniston
Road.
Mill Dam Branch Tributary 5......... At the confluence with None +41 City of Jacksonville.
Mill Dam Branch at
Lantana Lakes Drive.
Just upstream of Forest None +45
Boulevard.
Miller Creek........................ At the confluence with None +6 City of Jacksonville.
the Saint Johns River.
Approximately 400 feet None +18
upstream of Camden
Avenue.
Miller Creek Tributary 1............ At the confluence with None +16 City of Jacksonville.
Miller Creek.
Just downstream of None +16
Stillman Street.
Miramar Tributary................... At the confluence with None +5 City of Jacksonville.
the Saint Johns River.
Approximately 1,200 None +13
feet upstream of
Orlando Circle West.
Moncrief Creek...................... At the confluence with None +2 City of Jacksonville.
the Trout River.
Approximately 250 feet None +21
upstream of 9th Street.
Moncrief Creek Tributary 4.......... At the confluence with None +17 City of Jacksonville.
Moncrief Creek.
Approximately 250 feet None +19
upstream of Spring
Grove Avenue.
Mount Pleasant Creek................ Approximately 3,400 +6 +7 City of Jacksonville.
feet upstream of
Ashley Melisse
Boulevard.
Just downstream of None +36
General Doolittle
Drive.
Mount Pleasant Creek Tributary 3.... At the confluence with None +6 City of Jacksonville.
Tiger Pond Creek.
Approximately 2,050 None +26
feet upstream of
Ashley Melisse
Boulevard.
Mount Pleasant Creek Tributary 4.... Approximately 1,150 None +23 City of Jacksonville.
feet upstream of Blue
Eagle Way.
At the confluence with None +26
Mount Pleasant Creek.
Mount Pleasant Creek Tributary 6.... At the confluence with None +27 City of Jacksonville.
Mount Pleasant Creek.
Just downstream of None +35
Running River Road.
New Rose Creek...................... At the confluence with None +7 City of Jacksonville.
the Saint Johns River.
Just upstream of Saint None +21
Augustine Road.
New Rose Creek Tributary 1.......... At the confluence with None +6 City of Jacksonville.
New Rose Creek.
Approximately 100 feet None +22
upstream of Grant Road.
Newcastle Creek..................... At the confluence with None +7 City of Jacksonville.
the Saint Johns River.

[[Page 31354]]

Approximately 200 feet None +27
downstream of
Greenfern Lane.
Newcastle Creek Tributary 1......... At the confluence with None +14 City of Jacksonville.
Newcastle Creek.
Approximately 700 feet None +18
upstream of the
confluence with
Newcastle Creek.
Ninemile Creek...................... At the confluence with None +5 City of Jacksonville.
the Trout River.
Approximately 1,250 None +22
feet upstream of
Smalley Road.
Ninemile Creek Tributary 1.......... At the confluence with None +10 City of Jacksonville.
Ninemile Creek.
Approximately 1,600 None +14
feet upstream of Old
Kings Road.
Ninemile Creek Tributary 2.......... At the confluence with None +20 City of Jacksonville.
Ninemile Creek.
Approximately 1,500 None +21
feet upstream of the
railroad.
Ninemile Creek Tributary 6.......... At the confluence with None +9 City of Jacksonville.
Ninemile Creek.
Approximately 2,100 None +22
feet upstream of Old
Kings Road.
North Fork Sixmile Creek............ At the confluence with +19 +20 City of Jacksonville.
Sixmile Creek.
Approximately 3,300 None +75
feet upstream of Fish
Road west.
North Fork Sixmile Creek Tributary 1 At the confluence with None +21 City of Jacksonville.
North Fork Sixmile
Creek.
Approximately 3,600 None +23
feet upstream of Bulls
Bay Highway.
Oldfield Creek...................... Approximately 400 feet +6 +5 City of Jacksonville.
upstream of the
confluence with
Oldfield Tributary 4.
At the confluence with None +26
Oldfield Creek
Tributary 7.
Oldfield Creek Tributary 1.......... Approximately 1,000 +12 +11 City of Jacksonville.
feet downstream of Old
Saint Augustine Road.
Approximately 100 feet None +22
downstream of I-295.
Oldfield Creek Tributary 2.......... At the confluence with None +16 City of Jacksonville.
Oldfield Creek.
Approximately 50 feet None +19
upstream of Old Saint
Augustine Road.
Oldfield Creek Tributary 3.......... At the confluence with None +23 City of Jacksonville.
Oldfield Creek.
Approximately 2,250 None +25
feet upstream of the
confluence with
Oldfield Creek.
Oldfield Creek Tributary 4.......... At the confluence with None +5 City of Jacksonville.
Oldfield Creek.
Approximately 25 feet None +25
upstream of Hood
Landing Road.
Oldfield Creek Tributary 7.......... Approximately 450 feet None +26 City of Jacksonville.
upstream of Knottingby
Drive.
At the confluence with None +26
Oldfield Creek.
Open Creek.......................... Approximately 2,000 +9 +8 City of Jacksonville.
feet upstream of the
confluence with Open
Creek Tributary 1.
Approximately 1,900 +24 +23
feet upstream of Open
Creek Tributary 4.
Open Creek Tributary 1.............. Approximately 2,200 +9 +10 City of Jacksonville.
feet upstream of
Crosswater Boulevard.
Approximately 4,700 None +19
feet upstream of

This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.