# [Amended]
**AGENCY:**
Federal Emergency Management Agency (FEMA).
**ACTION:**
Final rule.
**SUMMARY:**
Base (1-% annual chance) Flood Elevations (BFEs) and modified BFEs are made final for the communities listed below. The BFEs and modified BFEs are the basis for the floodplain management measures that each community is required either to adopt or to show evidence of being already in effect in order to qualify or remain qualified for participation in the National Flood Insurance Program (NFIP).
**EFFECTIVE DATE:**
The date of issuance of the Flood Insurance Rate Map (FIRM) showing BFEs and modified BFEs for each community. This date may be obtained by contacting the office where the FIRM is available for inspection as indicated in the table below.
**ADDRESSES:**
The final BFEs for each community are available for inspection at the office of the Chief Executive Officer of each community. The respective addresses are listed in the table below.
**FOR FURTHER INFORMATION CONTACT:**
Matthew B. Miller, P.E., Chief, Hazards Study Branch, Federal Insurance and Mitigation Administration, 500 C Street SW., Washington, DC 20472, (202) 646-3461, or (e-mail) [email protected].
**SUPPLEMENTARY INFORMATION:**
FEMA makes final determinations listed below of BFEs and modified BFEs for each community listed. The proposed BFEs and proposed modified BFEs were published in newspapers of local circulation and an opportunity for the community or individuals to appeal the proposed determinations to or through the community was provided for a period of ninety (90) days. The proposed BFEs and proposed modified BFEs were also published in the *Federal Register* .
This final rule is issued in accordance with Section 110 of the Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and 44 CFR part 67.
FEMA has developed criteria for floodplain management in floodprone areas in accordance with 44 CFR part 60.
Interested lessees and owners of real property are encouraged to review the proof Flood Insurance Study and FIRM available at the address cited below for each community.
The BFEs and modified BFEs are made final in the communities listed below. Elevations at selected locations in each community are shown.
**National Environmental Policy Act**
This rule is categorically excluded from the requirements of 44 CFR part 10, Environmental Consideration. No environmental impact assessment has been prepared.
**Regulatory Flexibility Act**
The Acting Administrator, Federal Insurance and Mitigation Administration certifies that this rule is exempt from the requirements of the Regulatory Flexibility Act because final or modified BFEs are required by the Flood Disaster Protection Act of 1973, 42 U.S.C. 4104, and are required to establish and maintain community eligibility in the NFIP. No regulatory flexibility analysis has been prepared.
**Regulatory Classification**
This final rule is not a significant regulatory action under the criteria of Section 3(f) of Executive Order 12866 of September 30, 1993, Regulatory Planning and Review, 58 FR 51735.
**Executive Order 12612, Federalism**
This rule involves no policies that have federalism implications under Executive Order 12612, Federalism, dated October 26, 1987.
**Executive Order 12778, Civil Justice Reform**
This proposed rule meets the applicable standards of Section 2(b)(2) of Executive Order 12778.
**List of Subjects in 44 CFR Part 67**
Administrative practice and procedure, Flood insurance, Reporting and recordkeeping requirements.
**44 CFR Part 67**
Accordingly, 44 CFR part 67 is amended to read 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.
**44 CFR Part 67**
§ 67.11
2. The tables published under the authority of § 67.11 are amended as follows:
| Source of flooding and location | #Depth in feet above ground. |
| --- | --- |
| | |
| | |
| | |
| Just upstream of U.S. Highway 60/89 | *1,994 |
| Approximately 3,610 feet upstream of U.S. Highway 60/89 | *2,070 |
| Approximately 10,450 feet upstream of U.S. Highway 60/89 | *2,256 |
| | |
| Approximately 2,200 feet downstream of Verde Lane | *1,004 |
| Approximately 300 feet upstream of Indian School Road | *1,024 |
| | |
| Just upstream of confluence with Ashbrook Wash | *1,631 |
| Approximately 170 feet upstream of Cavern Drive | *1,808 |
| | |
| Approximately 700 feet downstream of El Pueblo Boulevard | *1,509 |
| Approximately 3,000 feet upstream of Golden Eagle Boulevard | *1,988 |
| | |
| Just upstream of confluence with Ashbrook Wash | *1,557 |
| Just downstream of confluence with Hesperus Wash | *1,724 |
| | |
| Approximately 340 feet downstream of El Pueblo Boulevard | *1,530 |
| Approximately 110 feet upstream of McDowell Mountain Road | *1,660 |
| | |
| Approximately 800 feet downstream of Shea Boulevard | *1,527 |
| Approximately 400 feet upstream of Fountain Hills Boulevard | *1,763 |
| | |
| Just upstream of confluence with Cereus Wash | *1,640 |
| Approximately 1,340 feet upstream of Cereus Wash | *1,671 |
| | |
| Approximately 1,900 feet downstream of Panaorama Drive | *1,519 |
| Just downstream of Sycamore Drive | *1,697 |
| | |
| | |
| Approximately 900 feet downstream of Saguaro Boulevard | *1,504 |
| Approximately 950 feet upstream of DeMaret Drive Emerald Wash: | *1,581 |
| | |
| Approximately 500 feet downstream of Saguaro Boulevard | *1,508 |
| Approximately 700 feet upstream of Fountain Hills Boulevard | *1,708 |
| | |
| Approximately 220 feet downstream of Escalante Drive | *1,516 |
| Approximately 60 feet upstream of McDowell Mountain Road | *1,554 |
| | |
| Just upstream of confluence with Colony Wash | *1,561 |
| Approximately 1,450 feet upstream of El Lago Drive | *1,587 |
| | |
| Just upstream of Sycamore Drive | *1,702 |
| Approximately 1,650 feet upstream of Sycamore Drive | *1,764 |
| | |
| Just upstream of confluence with Balboa Wash | *1,724 |
| Approximately 4,000 feet upstream of Richwood Avenue | *1,914 |
| | |
| Approximately 300 feet downstream of Indian Wells Drive | *1,498 |
| Approximately 3,420 feet upstream of Jacklin Drive | *1,614 |
| | |
| Just upstream of confluence with Jacklin Wash | *1,522 |
| Approximately 1,550 feet upstream of Inca Avenue | *1,625 |
| | |
| Just upstream of confluence with Cereus Wash | *1,545 |
| Approximately 200 feet upstream of Firebrick Drive | *1,561 |
| | |
| Just upstream of confluence with Ashbrook Wash | *1,587 |
| Just downstream of confluence with Tulip Wash | *1,677 |
| | |
| Just upstream of confluence with Cereus Wash | *1,618 |
| Approximately 3,330 feet upstream of Cereus Wash | *1,687 |
| | |
| Just upstream of confluence with Emerald Wash | *1,510 |
| Approximately 1,970 feet upstream of Quinto Drive | *1,616 |
| | |
| Just upstream of confluence with Jacklin Wash | *1,537 |
| Approximately 1,100 feet upstream of Jacklin Wash | *1,568 |
| | |
| Just upstream of confluence with Colony Wash | *1,601 |
| Approximately 500 feet upstream of Thistle Drive | *1,747 |
| | |
| Just upstream of confluence with Balboa Wash | *1,610 |
| Approximately 400 feet upstream of Glenbrook Boulevard | *1,719 |
| | |
| Approximately 480 feet downstream of Leo Drive | *1,572 |
| Approximately 960 feet upstream of Powderhorn Drive | *1,677 |
| | |
| Just upstream of confluence with Colony Wash | *1,697 |
| Approximately 690 feet upstream of Sycamore Drive | *1,733 |
| | |
| Just upstream of Sycamore Drive | *1,702 |
| Approximately 2,100 feet upstream of Sycamore Drive | *1,745 |
| | |
| Just upstream of confluence with Legend Wash | *1,677 |
| Approximately 540 feet upstream of Glenbrook Boulevard | *1,719 |
| | |
| Approximately 1,500 feet upstream of U.S. Highway 89/Tegner Street | *2,112 |
| At Vulture Mines Road | *2,234 |
| Approximately 2,900 feet upstream of Vulture Mines Road | *2,264 |
| | |
| Just upstream of Jack Burden Road | *2,076 |
| Approximately 4,450 feet upstream of Jack Burden Road | *2,176 |
| | |
| Approximately 150 feet downstream of Wickenburg Way | *2,022 |
| Approximately 10,900 feet upstream of Wickenburg Way | *2,332 |
| | |
| Approximately 800 feet downstream of AT&SF Railroad | *2,021 |
| Just upstream of AT&SF Railroad | *2,036 |
| Approximately 1,700 feet upstream of Kellis Road | *2,162 |
| Approximately 4,900 feet upstream of Vulture Peak Road | *2,532 |
| | |
| Just upstream of confluence with Cemetery Wash | *2,249 |
| Approximately 12,570 feet upstream of confluence with Cemetery Wash | *2,501 |
| | |
| Just upstream of confluence with Cemetery Wash | *2,294 |
| Approximately 8,100 feet upstream of Vulture Peak Road | *2,525 |
| | |
| Just upstream of confluence with Cemetery Wash | *2,446 |
| Approximately 1,000 feet upstream of Vulture Peak Road | *2,525 |
| | |
| Approximately 2,000 feet upstream of confluence with New River | *1,490 |
| Approximately 14,630 feet upstream of Black Canyon Highway | *1,894 |
| | |
| Just upstream of confluence with Deadman Wash | *1,736 |
| Just downstream of 29th Avenue | *1,786 |
| | |
| At confluence with Deadman Wash | *1,733 |
| Approximately 5,150 feet upstream of confluence with Deadman Wash | *1,782 |
| | |
| Approximately 3,700 feet downstream of Carefree Highway | *1,572 |
| Approximately 3,450 feet upstream of Carefree Highway | *1,614 |
| | |
| At confluence with Sols Wash | *2,135 |
| Approximately 1,000 feet downstream of Whipple Street (U.S. Highway 60) | *2,276 |
| Approximately 2,400 feet upstream of Whipple Street (U.S. Highway 60) | *2,317 |
| Approximately 9,850 feet upstream of confluence with Holly Wash | *2,522 |
| | |
| At confluence with Sols Wash | *2,186 |
| Approximately 18,000 feet upstream of AT&SF Railroad | *2,438 |
| Approximately 20,940 feet upstream of Old Highway 60 | *2,758 |
| | |
| Just upstream of confluence with Hartman Wash | *2,592 |
| Approximately 1,630 feet upstream of confluence with Hartman Wash | *2,603 |
| | |
| At confluence with Flying “E” Wash | *2,372 |
| Approximately 9,350 feet upstream of confluence with Flying “E” Wash | *2,499 |
| | |
| Approximately 1,930 feet downstream of Deer Valley Road | *1,461 |
| At Lone Mountain Road | *1,697 |
| Approximately 8,450 feet upstream of Black Mountain Road | *1,919 |
| | |
| Approximately 700 feet upstream of confluence with Hassayampa River | *1,787 |
| Approximately 4,450 feet upstream of Morristown New River Highway | *2,062 |
| | |
| At U.S. Highway 60/89 | *1,925 |
| Approximately 20,300 feet upstream of U.S. Highway 60/89 | *2,368 |
| | |
| Approximately 800 feet downstream of AT&SF Railroad | *1,830 |
| Approximately 7,200 feet upstream of U.S. Highway 60/89 | *1,983 |
| | |
| At Jack Burden Road | *2,050 |
| Approximately 5,950 feet upstream of Jack Burden Road | *2,173 |
| Approximately 8,750 feet upstream of El Recreo Drive | *2,283 |
| | |
| Just upstream of confluence with Powder House Wash | *2,208 |
| Approximately 1,760 feet upstream of confluence with Powder House Wash | *2,262 |
| #2: | |
| Just upstream of confluence with Powder House Wash | *2,242 |
| Approximately 1,350 feet upstream of confluence with Powder House Wash | *2,280 |
| | |
| Approximately 3,500 feet downstream of Forest Road | *1,516 |
| Approximately 9,400 feet upstream of Forest Road | *1,800 |
| | |
| Approximately 300 feet downstream of Forest Road | *1,583 |
| Approximately 4,450 feet upstream of Forest Road | *1,681 |
| | |
| Approximately 2,060 feet downstream of Forest Road | *1,527 |
| Approximately 3,020 feet upstream of Forest Road | *1,662 |
| | |
| Approximately 980 feet downstream of Forest Road | *1,530 |
| Approximately 2,320 feet upstream of Forest Road | *1,651 |
| | |
| Just upstream of U.S. Highway 60/89 | *1,864 |
| Approximately 12,060 feet upstream of U.S. Highway 60/89 | *2,022 |
| | |
| At confluence with Sols Wash | *2,382 |
| Approximately 9,400 feet upstream of confluence with Sols Wash | *2,426 |
| | |
| At confluence with Sols Wash | *2,324 |
| Approximately 6,550 feet upstream of U.S. Highway 24 | *2,635 |
| | |
| At confluence with Sols Wash Tributary AH3 | *2,380 |
| Approximately 10,900 feet upstream of confluence with Sols Wash Tributary AH3 | *2,503 |
| | |
| At confluence with Sols Wash | *2,315 |
| Approximately 8,120 feet upstream of confluence with Sols Wash | *2,437 |
| | |
| At confluence with Sols Wash | *2,260 |
| Approximately 2,000 feet upstream of Old Highway 60 | *2,576 |
| | |
| At confluence with Sunset Wash | *2,076 |
| Just downstream of Flood Control Dam | *2,108 |
| | |
| At Flood Control Dam | *2,155 |
| Approximately 200 feet upstream of Steinway Drive | *2,330 |
| | |
| At confluence with Hassayampa River | *2,032 |
| Approximately 2,650 feet upstream of Jackson Street | *2,108 |
| | |
| At confluence with Hassayampa River | *1,990 |
| Approximately 10,300 feet upstream of AT&SF Railroad | *2,185 |
| | |
| Approximately 520 feet upstream of confluence with Yucca Flat Wash | *2,416 |
| Approximately 11,500 feet upstream of confluence with Yucca Flat Wash | *2,553 |
| | |
| Approximately 900 feet downstream of AT&SF Railroad | *2,028 |
| Approximately 4,300 feet upstream of AT&SF Railroad | *2,120 |
| | |
| Approximately 870 feet upstream of confluence with Mockingbird Wash | *2,055 |
| Approximately 2,120 feet upstream of confluence with Mockingbird Wash | *2,082 |
| | |
| Approximately 400 feet upstream of U.S. Highway 60/89 | *1,872 |
| Approximately 5,100 feet upstream of U.S. Highway 60/89 | *2,028 |
| | |
| At confluence with Wash F | *1,872 |
| Approximately 2,250 feet upstream of confluence with Wash F | *1,953 |
| | |
| Just upstream of U.S. Highway 60/89 | *1,895 |
| Approximately 5,340 feet upstream of U.S. Highway 60/89 | *2,022 |
| | |
| Just upstream of U.S. Highway 60/89 | *1,898 |
| Approximately 9,250 feet upstream of U.S. Highway 60/89 | *2,052 |
| | |
| Just upstream of U.S. Highway 60/89 | *1,934 |
| Approximately 6,380 feet upstream of U.S. Highway 60/89 | *2,071 |
| | |
| Approximately 900 feet downstream of U.S. Highway 60/89 | *1,944 |
| Approximately 19,650 feet upstream of U.S. Highway 60/89 | *2,394 |
| | |
| Just upstream of confluence with Wash K | *2,292 |
| Approximately 4,400 feet upstream of confluence with Wash K | *2,396 |
| | |
| Just upstream of Palm Lake Spillway | *1,955 |
| Approximately 6,500 feet upstream of U.S. Highway 60/89 | *2,152 |
| | |
| Approximately 700 feet downstream of U.S. Highway 60/89 | *1,997 |
| Approximately 7,000 feet upstream of U.S. Highway 60/89 | *2,189 |
| | |
| Approximately 420 feet downstream of Jack Burden Road | *2,089 |
| Approximately 1,430 feet upstream of Jack Burden Road | *2,131 |
| | |
| Just downstream of AT&SF Railroad | *2,010 |
| Approximately 5,500 feet upstream of AT&SF Railroad | *2,180 |
| | |
| Approximately 1,850 feet upstream of confluence with Little San Domingo Wash | *1,844 |
| Approximately 2,450 feet upstream of confluence with Little San Domingo Wash | *1,854 |
| | |
| At confluence with Upper Flying “E” Wash | *2,310 |
| At confluence with Twin Peaks Wash | *2,416 |
| Approximately 6,550 feet upstream of confluence with Twin Peaks Wash (just downstream of Yucca Tank) | *2,497 |
| | |
| Approximately 2,000 feet upstream of Buckeye Flood Retarding Structure | *1,081 |
| Approximately 350 feet downstream of Sun Valley Parkway | *1,389 |
| | |
| Just upstream of White Tanks Wash | *1,159 |
| Approximately 300 feet downstream of Sun Valley Parkway | *1,336 |
| | |
| At confluence with Skunk Creek | *1,760 |
| At Rockaway Hills Road Valley | *1,929 |
| | |
| Approximately 750 feet upstream of confluence with Skunk Tank Wash | *1,794 |
| Just downstream of 11th Avenue | *1,800 |
| | |
| Just upstream of Hawes Road | *1,379 |
| Just downstream of Southern Pacific Railroad | *1,441 |
| at the Flood Control District of Maricopa County, 2801 West Durango Street, Phoenix, Arizona. | |
| at the Town of Buckeye Town Hall, 100 North Apache Street, Buckeye, Arizona. | |
| at the Town of Fountain Hills Town Hall, 16836 East Palisades Boulevard, Fountain Hills, Arizona. | |
| at the City of Goodyear City Hall, 119 North Litchfield Road, Goodyear, Arizona. | |
| at the City of Peoria City Hall, 8401 West Monroe Street, Peoria, Arizona. | |
| at the City of Phoenix Street Transportation Department, 200 West Washington Street, Fifth Floor, Phoenix, Arizona. | |
| at the Town of Queen Creek Town Hall, 22350 South Ellsworth Road, Queen Creek, Arizona. | |
| at the City of Surprise, Community Development Services, 12425 West Bell Road, Suite D-100, Surprise, Arizona. | |
| at the Town of Wickenburg Town Hall, 155 North Tegner Street, Wickenburg, Arizona. | |
| | |
| | |
| | |
| At confluence with Arkansas River | *249 |
| Just downstream of Frazier Pike | *254 |
| Just downstream of State Highway 67/70 (Northbound University Avenue) | *258 |
| | |
| Approximately 1,000 feet downstream of Frazier Pike | *240 |
| | |
| At confluence with Rock Creek | *330 |
| Just downstream of Reservoir Road | *367 |
| Approximately 300 feet upstream of Rocky Valley Drive | *481 |
| | |
| Approximately 1.2 miles upstream of confluence with Arkansas River | *263 |
| | |
| At confluence with Fourche Creek | *258 |
| Approximately 200 feet upstream of Barrow Road | *333 |
| at the City of Little Rock Department of Public Works, 701 West Markham Street, Little Rock, Arkansas. | |
| ——— | |
| Pulaski County, (Unincorporated Areas) (FEMA Docket No. B 7410) | |
| | |
| Approximately 200 feet downstream of Airport Road | *253 |
| Just upstream of Mabelvale Pike | *258 |
| | |
| Approximately 2,700 feet upstream of West 65th Stream | *257 |
| Just downstream of Geyer Springs Road | *267 |
| | |
| Just upstream of Kanis Road | *467 |
| Approximately 1,300 feet upstream of Kanis Road | *493 |
| | |
| At confluence with Rock Creek | *479 |
| Approximately 2,600 feet upstream of Chanel Valley Parkway | *538 |
| at the Pulaski County Planning Department, 501 West Markham Street, Little Rock, Arkansas. | |
| | |
| | |
| | |
| Approximately 800 feet downstream of J. Hart Clinton Drive | *7.0 |
| Approximately 55 feet upstream of El Cerrito Road | *73 |
| | |
| Approximately 1,600 feet downstream of divergence from San Mateo Creek | *7.0 |
| At divergence from San Mateo Creek | *12.0 |
| at the City of San Mateo City Hall, 330 West 20th Avenue, San Mateo, California. | |
| | |
| | |
| | |
| Approximately 300 feet upstream of County Road 1550 North | +821 |
| Approximately 1,300 feet upstream of Atchinson, Topeka, & Santa Fe Railroad | +827 |
| Just upstream of 13th Street | +831 |
| Approximately 600 feet upstream of Learnard Street | +855 |
| | |
| Approximately 2,500 feet upstream of County Road 900 East | +922 |
| Just downstream of County Road 1800 North | +840 |
| Just upstream of County Road 1000 East | +870 |
| | |
| Approximately 300 feet downstream of County Road 975 East | +885 |
| Approximately 4,00 feet upstream of County Road 975 East | +931 |
| | |
| Approximately 300 feet downstream of West 29th Terrace | +826 |
| Approximately 500 feet upstream of West 29th Terrace | +829 |
| Approximately 350 upstream of West 27th Terrace | +836 |
| | |
| Approximately 1,850 feet downstream of Private Drive | +825 |
| Approximately 1,300 feet upstream of Private Drive | +847 |
| | |
| Just downstream of 13th Street | +827 |
| Approximately 1,100 feet upstream of 15th Street | +843 |
| | |
| Approximately 400 downstream of County Road 1100 North | +817 |
| Just downstream of County Road 700 North | +860 |
| Approximately 1,900 feet upstream of County Road 600 North | +884 |
| | |
| Approximately 200 feet downstream of West Woodson Avenue | +855 |
| | |
| Just downstream of Michigan Street | +830 |
| Approximately 850 feet upstream of Complex Road | +834 |
| | |
| Just upstream of Kasold Drive | +856 |
| Approximately 1,100 feet upstream of Kansas Turnpike | +857 |
| Just downstream of Princeton Boulevard | +883 |
| | |
| Approximately 650 feet upstream of Atchinson, Topeka, & Santa Fe Railroad | +810 |
| Approximately 1,100 feet upstream of Private Access Road | +840 |
| Approximately 80 feet upstream of 10th Street | +840 |
| Approximately 1,300 feet upstream of Private Access Road | +841 |
| Approximately 2,800 feet upstream of the Corporate Limit line with the City of Eudora | +864 |
| | |
| Just downstream of Atchinson, Topeka, & Santa Fe Railroad | +807 |
| Approximately 100 feet upstream of Atchinson, Topeka, & Santa Fe Railroad | +814 |
| Just downstream of 10th Street | +824 |
| Approximately 800 feet upstream of 12th Street | +837 |
| | |
| Approximately 150 feet upstream of downstream Limit of Detailed Study | +823 |
| Approximately 100 downstream of the upstream Limit of Detailed Study | +834 |
| | |
| Approximately 3,000 feet upstream of 23rd Street | N/A |
| Just downstream of County Road 1350 North | +837 |
| Just downstream of 23rd Street | +850 |
| Just upstream of 23rd Street | +851 |
| Approximately 3,00 feet upstream of 23rd Street | +871 |
| | |
| Just downstream of County Road 2172 East | +807 |
| Approximately 5,500 feet upstream of confluence of Atchinson, Topeka, & Santa Fe Railroad Tributary | +820 |
| Approximately 200 feet downstream of North 2nd Street | +827 |
| Approximately 6,500 feet upstream of the confluence of Baldwin Creek | +837 |
| Approximately 3,500 feet upstream of Eisenhower Memorial Drive | +848 |
| Approximately 300 feet downstream of Douglas County/Shawnee County Line | +861 |
| | |
| Just downstream of Private Drive | +930 |
| Approximately 4,500 feet upstream of Private Drive | +1,000 |
| | |
| Approximately 2,400 feet downstream of West 31st Street | +833 |
| Just downstream of 31st Street | +843 |
| Approximately 2,250 feet upstream of West 31st Street | +862 |
| | |
| Approximately 200 feet downstream of County Road 2000 East | +812 |
| Approximately 10,500 feet upstream of County Road 2000 East | +814 |
| | |
| Approximately 2,350 feet downstream of Union Pacific Railroad | +811 |
| Approximately 450 upstream of North 9th Street | +820 |
| Approximately 1,700 feet upstream of West Fork Union Pacific Railroad | +823 |
| Just upstream of County Road 1400 East | +824 |
| | |
| Approximately 2,600 feet upstream of 31st Street | +826 |
| Approximately 1,500 feet downstream of West 27th Street | +830 |
| Approximately 500 feet downstream of West 23rd Street | +848 |
| Just upstream of 21st Street | +865 |
| | |
| Approximately 2,500 feet upstream of County Road 1275 North | +813 |
| | |
| Approximately 2,000 feet downstream of East Tributary County Road 1100 North | +830 |
| Just downstream of County Road 1400 East | +850 |
| Approximately 500 feet downstream of County Road 1000 North | +878 |
| | |
| Approximately 2,400 feet downstream of County Road 1100 North | +830 |
| Just downstream of County Road 1300 East | +876 |
| Approximately 1,650 feet upstream of County Road 1300 East | +931 |
| | |
| Approximately 850 feet downstream of County Road 1300 East | +830 |
| Just upstream of County Road 1100 North | +845 |
| Just downstream of County Road 1200 East | +894 |
| | |
| Approximately 2,200 feet upstream of the confluence with Yankee Tank Creek | N/A |
| Just downstream of Brush Creek Drive | +840 |
| Approximately 350 downstream of Quail Creek Drive | +871 |
| Approximately 1,000 feet upstream of Quail Creek Drive | +880 |
| | |
| Approximately 4,450 downstream of County Road 150 North | +978 |
| Just downstream of County Road 200 North | +996 |
| Just upstream of County Road 200 North N/A | +997 |
| Approximately 1,900 feet downstream of High Street | +1,003 |
| Just downstream of Highway 56 | +1,022 |
| Just upstream of Highway 56 | +1,030 |
| Approximately 450 feet upstream of County Road 1700 East | +1,055 |
| Approximately 1,900 feet upstream of County Road 1700 East | +1,069 |
| | |
| At the confluence with Tauy Creek East Fork | +988 |
| Approximately 750 feet downstream of 6th Street | +995 |
| Approximately 250 feet upstream of Chapel Street | +1,043 |
| | |
| Approximately 150 feet downstream of 3rd Street | +1,019 |
| Approximately 200 feet upstream of 1st Street | +1,042 |
| | |
| Approximately 1,000 feet downstream of 3rd Street | +1,004 |
| Just downstream of 3rd Street | +1,020 |
| | |
| Approximately 1,250 feet downstream of 3rd Street | +1,007 |
| Approximately 400 feet upstream of High Street | +1,037 |
| | |
| Approximately 3,500 feet downstream of County Road 790 North | +838 |
| Just upstream of County Road 700 North | +864 |
| | |
| Just downstream of County Road 1650 East | +862 |
| Just upstream of County Road 1600 East | +888 |
| Wakarusa River: | |
| Just downstream of County Road 2172 East | +807 |
| Just upstream of Atchinson, Topeka, & Santa Fe Railroad | +808 |
| Just upstream of County Road 1900 East | +813 |
| Approximately 1,300 feet upstream of County Road 1750 East | +815 |
| Approximately 3,000 feet upstream of U.S. Highway 59 | +829 |
| Approximately 3,000 feet upstream of County Road 1150 East | +833 |
| Wakarusa River (left overbank flow): | |
| Approximately 200 feet downstream of Haskell Avenue | +818 |
| Approximately 1,300 feet upstream of County Road 1750 East | +814 |
| Approximately 200 feet upstream of County Road 1400 East | +823 |
| | |
| Just upstream of County Road 1200 East | +836 |
| Approximately 3,800 feet upstream of County Road 1075 North | +846 |
| Just upstream of County Road 650 East | +908 |
| | |
| Approximately 850 feet downstream of County Road 1075 North | +842 |
| Approximately 200 feet downstream of Private Road | +858 |
| Approximately 2,600 feet upstream of County Road 900 North | +878 |
| | |
| Approximately 500 feet downstream of Kasold Drive | +831 |
| | |
| Approximately 1,650 feet upstream of Kasold Drive | +837 |
| Just downstream of Highway 10 | +850 |
| Approximately 400 feet downstream of West 15th Street | +881 |
| | |
| Approximately 4,700 feet downstream of South Lawrence Trafficway | +834 |
| Approximately 600 feet upstream of South Lawrence Trafficway | +843 |
| Elevation in feet (NAVD 1988) | |
| at the Douglas County Department of Public Works, 1242 Massachusetts Street, Lawrence Kansas. | |
| at the City of Lawrence Courthouse Planning Department, 6 East Sixth Street, Lawrence, Kansas. | |
| at the City of Lecompton City Hall, 333 Elmore Street, Lawrence, Kansas. | |
| at the City of Eudora City Hall, 4 East Seventh Street, Eudora, Kansas. | |
| at the City of Baldwin City Hall, 803 Eighth Street, Baldwin, Kansas. | |
| | |
| | |
| | |
| Approximately 5,600 feet downstream of Historical Route 66 | 773* |
| Approximately 2,600 feet upstream of Historical Route 66 | 784* |
| Just downstream of Interstate Highway 44 | 786* |
| | |
| At confluence with Roubidoux Creek | 782* |
| Northern Side of Interstate 44 | 850* |
| | |
| At confluence with Mitchell Creek | 827* |
| Approximately 700 feet upstream of New Road | 901* |
| at City Hall, 201 North Elm Street, Waynesville, Missouri. | |
| | |
| | |
| | |
| Approximately 1,400 feet downstream of Holdrege Street | None |
| Approximately 200 feet downstream of Holdrege Street | None |
| | |
| Approximately 350 feet upstream of North 112th Street | *1,120 |
| Approximately 5,800 feet upstream of Rokeby Road | *1,192 |
| At Satillo Road | *1,196 |
| | |
| Approximately 1,000 feet downstream of Van Dorn Street | *1,206 |
| are available for inspection at the Building and Safety Department, 555 South 10th Street, Lincoln, Nebraska 68508. | |
| | |
| | |
| | |
| Just upstream of 33rd West Avenue | *663 |
| Approximately 4,000 feet upstream of Burlington Northern Railroad | *667 |
| | |
| At confluence with Polecat Creek | *666 |
| Approximately 1,100 feet downstream of Lake Sahoma Den Outlet | *694 |
| | |
| Just upstream of 33rd West Avenue | *636 |
| Approximately 3,500 feet upstream of 66th Street | *712 |
| at the County Courthouse, 317 East Lee, Sapulpa, Oklahoma. | |
| ——— | |
| | |
| | |
| Western corporate limits just south of the Union Pacific Railroad | *481 |
| at the Town Municipal Building, 8th and South Main Streets, Sallisaw, Oklahoma. | |
| ——— | |
| | |
| | |
| Just upstream of Interstate Highway 40 | *476 |
| Approximately 4,000 feet downstream of U.S. Highway 64 | *479 |
| Just north of U.S. Highway 64 | *480 |
| Approximately 3,500 feet downstream of Webbers Falls Lock and Dam | *483 |
| | |
| Approximately 700 feet downstream of Route 100 | *485 |
| Approximately 500 feet upstream from intersection of Muskogee Turnpike and Interstate 40 | *487 |
| at the Muskogee County Courthouse, 1300 South Cherokee, Muskogee, Oklahoma. | |
| ——— | |
| | |
| | |
| Approximately 3,000 feet downstream of Land Road | *663 |
| Approximately 300 feet upstream of Tulsa Sapulpa Union Railroad | *695 |
| | |
| Approximately 4,000 feet downstream of Hilton Road | *649 |
| Approximately 8,000 feet upstream of Hilton Road | *654 |
| Just upstream of Route 117 | *662 |
| Just downstream of alternate Route 75 | *667 |
| | |
| Approximately 3,300 feet upstream of the confluence with Polecat Creek | *667 |
| Just downstream of Old Highway 66 | *678 |
| Just downstream of Turner Turnpike | *684 |
| at 425 East Dewey, Sapulpa, Oklahoma. | |
| ——— | |
| | |
| | |
| Just above Highway 40 | *476 |
| Approximately 4,200 feet upstream of Route 100—U.S. Highway 64 | *481 |
| at the Sequoyah County Courthouse, 120 East Chickasaw, Sallisaw, Oklahoma. | |
| ——— | |
| | |
| | |
| Approximately 4,000 feet downstream of U.S. Highway 64 | *479 |
| Just north of U.S. Highway 64 | *480 |
| at the Webbers Falls City Hall, 100 River Street, Webbers Falls, Oklahoma. | |
| | |
| | |
| | |
| Approximately 2,350 feet downstream of Southwest 59th Avenue | *243 |
| Approximately 50 feet upstream of Southwest 45th Avenue | *281 |
| at City Hall, 1221 Southwest Fourth Avenue, Portland, Oregon. | |
| | |
| | |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| | |
| Along entire shoreline | *1,810 |
| are available for inspection at 711 West First Street, Webster, South Dakota. | |
| are available for inspection at City Hall, 415 Main Street, Waubay, South Dakota. | |
| are available for inspection at City Hall, 800 Main Street, Webster, South Dakota. | |
| | |
| | |
| | |
| | *394 |
| At Loop 12 | *403 |
| At confluence of West Fork and Elm Fork Trinity River | *423 |
| | |
| At confluence with Elm Fork Trinity River | *423 |
| Just downstream of Belt Line Road | *440 |
| Approximately 11,000 feet upstream of State Route 360 | *465 |
| | |
| At confluence with West Fork Trinity River | *423 |
| Just downstream of Valley View Lane | *435 |
| Approximately 13,000 feet upstream of the confluence of Indian Creek | *454 |
| | |
| Just upstream of abandoned Watermill Road | *440 |
| Approximately 300 feet downstream of Interstate Highway 35 | *529 |
| At Westmoreland Road | *584 |
| Approximately 300 feet downstream of Cockrell Hill Road | *599 |
| | |
| Approximately 1,200 feet upstream of Gulf, Colorado, and Santa Fe Railroad | *520 |
| Approximately 1,200 feet downstream of Dewitt Road | *530 |
| | |
| Approximately 800 feet downstream of Paige Road | *532 |
| Approximately 2,300 feet upstream of Paige Road | *542 |
| | |
| At confluence with Mountain Creek of Grand Prairie Mountain Creek Lake | *458 |
| Approximately 2,000 feet downstream of SE 14th Street (Fish Creek Road) | *459 |
| Approximately 150 feet downstream of SE 8th Street | *470 |
| | |
| Approximately 2,850 feet downstream of County Road | *521 |
| at City Hall, 105 Cockrell Hill Road, Ovilla, Texas. | |
| at the County Administration Building, 411 Elm, 4th Floor, Dallas, Texas. | |
| at City Hall, Public Works Department, 1945 East Jackson, Carrollton, Texas. | |
| at City Hall, Engineering Department, 255 Parkway Boulevard, Coppell, Texas. | |
| at Oak Cliff Municipal Center, Floodplain Management and Erosion Control, 320 E. Jefferson, Room 321, Dallas (Oak Cliff), Texas 75201. | |
| at City Hall, Development Services, 211 East Pleasant Run Road, DeSoto, Texas. | |
| at City Hall, Public Works, 203 East Wheatland Road, Duncanville, Texas. | |
| at City Hall, Engineering Department, 13000 William Dodson Parkway, Farmers Branch, Texas. | |
| at the Engineering Department, 206 West Church, Grande Prairie, Texas. | |
| at the Codes Department, 205 West Hickman, Hutchins, Texas. | |
| at the Civic Center, Public Works, 825 West Irving Boulevard, Irving, Texas. | |
| at Public Works Department, 700 East Main, Lancaster, Texas. | |
| at City Hall, Community Development, 5560 Highway 78, Sachse, Texas. | |
| ——— | |
| | |
| | |
| At confluence with Elm Fork of Trinity River | *445 |
| Approximately 6,400 feet upstream of confluence with Elm Fork of Trinity River | *445 |
| Approximately 26,000 feet upstream of confluence with Elm Fork of Trinity River | *455 |
| | |
| Approximately 50 feet upstream from confluence with Elm Fork of Trinity River | *451 |
| Approximately 425 feet upstream of the Missouri-Kansas-Texas Railroad | *452 |
| Approximately 750 feet downstream from Eisenhower Street | *453 |
| At Eisenhower Street | *457 |
| | |
| At confluence with Elm Fork Trinity River | *453 |
| At divergence from Elm Fork Trinity River | *457 |
| | |
| Approximately 1,050 feet downstream from confluence with Timber Creek | *449 |
| Approximately 300 feet downstream from Interstate 35 | *450 |
| At State Route 121 | *462 |
| At Atchinson, Topeka and Santa Fe Railway | *462 |
| | |
| At confluence with Elm Fork Trinity River | *452 |
| Approximately 7,000 feet upstream of confluence with Elm Fork Trinity River | *452 |
| Approximately 700 feet upstream of West Hebron Parkway | *462 |
| | |
| At confluence with Elm Fork Trinity River | *462 |
| Approximately 2,400 feet upstream of confluence with Elm Fork Trinity River | *462 |
| Approximately 5,500 feet upstream of State Route 12 | *482 |
| | |
| At confluence with Elm Fork Trinity River | *449 |
| Approximately 900 feet upstream of Pound Grove Road | *453 |
| Approximately 2,500 feet upstream of Interstate Route 35E | *463 |
| at the Planning Department, 306 North Loop 288, Denton, Texas. | |
| at the Engineering Department, 1197 West Main, 2nd Floor, Lewisville, Texas. | |
| ——— | |
| | |
| | |
| Approximately 2 miles downstream of FM 442 | *64 |
| Approximately 2.25 miles upstream of the confluence with Snake Creek | *79 |
| at Fort Bend County Engineer's Office, 1124 Blume Road, Rosenberg, Texas. | |
| ——— | |
| | |
| | |
| Approximately 4,000 feet upstream of U.S. Highway 290 | *1,611 |
| Approximately 4,200 feet upstream of U.S. Highway 290 | *1,612 |
| Downstream of East Main Street | *1,650 |
| | |
| At confluence with Baron's Creek | *1,641 |
| Approximately 1,500 feet upstream of confluence with Baron's Creek | *1,647 |
| Approximately 1,950 feet upstream of Lower Crabapple Road | *1,780 |
| | |
| Approximately 60 feet downstream of Edison Street | *1,710 |
| Approximately 200 feet upstream of Schubert Road | *1,711 |
| Approximately 2,150 feet upstream of Morse Street | *1,751 |
| | |
| At Gillespie/Blanco County Line | *1,398 |
| Approximately 3,100 feet upstream of Cellemar Lane | *1,473 |
| | |
| At confluence with Pedernales River | *1,442 |
| Approximately 4,300 feet upstream of Highway 290 | *1,473 |
| | |
| At confluence with Salt Branch | *1,444 |
| Approximately 5,800 feet upstream of Highway 290 | *1,465 |
| | |
| At convergence with Pedernales River | *1,422 |
| At Divergence from Pedernales River | *1,435 |
| at the City of Fredericksburg Development Services Division, 126 W. Main Street, Fredericksburg, Texas. | |
| Gillespie County Floodplain Department, 101 West Main, Unit #9, Fredericksburg, Texas. | |
| ——— | |
| | |
| | |
| Approximately 100 feet downstream of Harrison Street | +1,206 |
| Approximately 2,400 feet upstream of Brewer Street | +1,231 |
| | |
| Approximately 100 feet downstream of the BN&SF Railroad | +1,200 |
| Just upstream of U.S. Highway 287 | +1,219 |
| + Elevation in NAVD of 1988 | |
| at the City of Vernon City Hall, 1725 Wilbarger Street, Vernon, Texas. | |
| ——— | |
| | |
| | |
| Approximately 800 feet upstream of FM 960 | *115 |
| Approximately 7,000 feet upstream of River Valley Road | *122 |
| | |
| Approximately 1,800 feet downstream of confluence of Stage Stand Creek | *72 |
| Approximately 1,750 feet downstream of Stockton Road | *88 |
| | |
| Approximately 10,000 feet downstream of FM 442 | *64 |
| At confluence of Peach Creek | *79 |
| at the Wharton County Engineer's Office, 1017 North Alabama, Wharton, Texas. | |
| | |
| | |
| | |
| At confluence with Jordan River | *4,243 |
| Just upstream of 4500 South Street | *4,265 |
| At 900 West Street | *4,291 |
| | |
| Approximately 200 feet upstream of confluence with Jordan River | *4,249 |
| Approximately 100 feet downstream of 5900 South Street | *4,347 |
| | |
| At confluence with Jordan River | *4,233 |
| Just downstream of State Street | *4,251 |
| Approximately 300 feet downstream of 3300 South Street | *4,263 |
| at the Office of the City Engineer, 4646 South 500 West, Murray, Utah. | |
| at 220 East Morris Avenue, South Salt Lake, Utah 85115. | |
| | |
| | |
| | |
| At confluence with Columbia River | *18 |
| Approximately 3 miles upstream of the confluence of the Toutle River | *62 |
| | |
| At confluence with Cowlitz River | *58 |
| Immediately downstream of Burlington Northern Railroad | *58 |
| | |
| At confluence with Cowlitz River | *48 |
| Approximately 0.3 mile downstream of Delameter Road | *48 |
| | |
| Just downstream of Burlington Northern Railroad | *33 |
| At Ostrander Road | *33 |
| | |
| Approximately 1.5 miles upstream of confluence with Cowlitz River | *19 |
| Approximately 4.3 miles upstream of confluence with Cowlitz River | *19 |
| at the Planning Department, County Courthouse, 207 4th Avenue North, Kelso, Washington. | |
| ——— | |
| | |
| | |
| Approximately 14,500 feet downstream of State Highway 10 | *43 |
| Approximately 2,700 feet upstream of State Highway 10 | *53 |
| at City Hall, 141 A Street, SW, Castle Rock, Washington. | |
| ——— | |
| | |
| | |
| At confluence with Columbia River | *18 |
| Approximately 4,500 feet upstream of Cowlitz Way | *27 |
| | |
| At confluence with Cowlitz River | *19 |
| Approximately 1.6 miles upstream of Kelso Drive | *19 |
| at the Mayor and Council Office, Allen Street, Kelso, Washington. | |
| ——— | |
| | |
| | |
| At State Route 43Z | *19 |
| Approximately 4,500 feet upstream of Cowlitz Way | *27 |
| at the Planning and Building Department, 1525 Broadway, Longview, Washington. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance.”)
Robert F. Shea,
Acting Administrator, Federal Insurance and Mitigation Administration.