# [Amended]
**AGENCY:**
Federal Emergency Management Agency (FEMA).
**ACTION:**
Final rule.
**SUMMARY:**
Base (1% annual chance) flood elevations and modified base flood elevations are made final for the communities listed below. The base flood elevations and modified base flood elevations 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 DATES:**
The date of issuance of the Flood Insurance Rate Map (FIRM) showing base flood elevations and modified base flood elevations for each community. This date may be obtained by contacting the office where the maps are available for inspection as indicated on the table below.
**ADDRESSES:**
The final base flood elevations 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, Federal Emergency Management Agency, 500 C Street SW., Washington, DC 20472, (202) 646-3461, or (email) *[email protected].*
**SUPPLEMENTARY INFORMATION:**
The Federal Emergency Management Agency (FEMA or Agency) makes final determinations listed below of base flood elevations and modified base flood elevations for each community listed. The proposed base flood elevations and proposed modified base flood elevations 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 base flood elevations and proposed modified base flood elevations 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.
The Agency 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 Flood Insurance Rate Map available at the address cited below for each community.
The base flood elevations and modified base flood elevations 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 Executive Associate Director, Mitigation Directorate, certifies that this rule is exempt from the requirements of the Regulatory Flexibility Act because final or modified base flood elevations 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 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 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. |
| --- | --- |
| | |
| | |
| | |
| Approximately 420 feet upstream of Threemile Creek | *104 |
| At the upstream side of U.S. Route 51 (State Highway 59) | *196 |
| | |
| At confluence with Fish River | *34 |
| At State Highway 59 | *145 |
| | |
| At confluence with Perdido River | *9 |
| At Brady Road (Truck Route 17) | *77 |
| | |
| Approximately 200 feet south of intersection of Fort Morgan Road and Dune Drive | *7 |
| Approximately 0.6 mile west of the intersection of Main Street and Bel Air Drive | *19 |
| | |
| Southeast corner of intersection of Veterans Road and State Route 180 | *9 |
| Approximately 300 feet west of the intersection of Bay Road North and Beach Road | *15 |
| | |
| At intersection of Ono Boulevard and Pompano Key Drive | *7 |
| Approximately 500 feet south of the intersection of Ponce de Leon Court and Choctow Road | *15 |
| | |
| Approximately 250 feet northwest of the intersection of Magnolia Street and Mobile Avenue | *4 |
| Approximately 1.1 miles east of the intersection of Boykin Boulevard and Azalea Street | *9 |
| | |
| Approximately 500 feet south of the intersection of State Route 95 and East Quarry Drive | *5 |
| Approximately 0.9 mile north of the intersection of Gulf Bay Road and Wolf Bay Terrace | *9 |
| | |
| Approximately 1,000 feet south of intersection of Yupon Lane and Gavin Lane | *11 |
| Approximately 500 feet west of intersection of Yupon Lane and Gavin Lane | *11 |
| | |
| Approximately 2,750 feet north of intersection of Old Fort Morgan Trail | *10 |
| Approximately 0.6 mile north of intersection of Quail Run and Oyster Bay Lane | *14 |
| at the Baldwin County Building Department, 201 East Section Street, Bay Minette, Alabama. | |
| ——— | |
| | |
| | |
| Approximately 1,725 feet upstream of Rock Hill Road | *216 |
| At dam | *221 |
| at the City Hall, 301 D'Olive Street, Bay Minette, Alabama. | |
| ——— | |
| | |
| | |
| At the confluence with D'Olive Bay | *13 |
| Approximately 100 feet downstream of Lake Forest Dam | *13 |
| | |
| Approximately 2,500 feet west of the intersection of Main Street and Bel Air Drive | *19 |
| At the intersection of Oak Bluff Drive and Maxwell Avenue | *13 |
| at the Building Inspector's Office, 1705 Main Street, Daphne, Alabama. | |
| ——— | |
| | |
| | |
| Approximately 900 feet west of the intersection of Main Street and Chapman Street | *17 |
| At the intersection of Pecan Avenue and Mobile Street | *11 |
| at the Building Department, 161 North Section Street, Fairhope, Alabama. | |
| ——— | |
| | |
| | |
| Approximately 250 feet south of the intersection of State Park RD 2 and Branyon Loop | *8 |
| Approximately 500 feet southeast of the intersection of West Beach Boulevard and Sand Dollar Lane | *15 |
| | |
| Approximately 0.7 mile east of intersection of Galloway Lane and Fort Morgan Road | *10 |
| At most northwest corner of the Gulf Shores corporate limits along the Bon Secour Bay shoreline | *15 |
| | |
| Approximately 250 feet north of intersection of Quail Run West and Oyster Bay Lane | *10 |
| Approximately 0.4 mile north of intersection of Quail Run West and Oyster Bay Lane | *14 |
| at the Community Development Department, 1905 West First Avenue, Gulf Shores, Alabama. | |
| ——— | |
| | |
| | |
| Approximately 400 feet south of the intersection of Perdido Beach Boulevard and Polaris Street | *8 |
| Approximately 1,000 feet south of the intersection of East Beach Boulevard and Hocklander Lane | *15 |
| | |
| Intersection of Mobile Avenue and Camey Drive | *6 |
| Approximately 350 feet southeast of intersection of Jackson Avenue and Burkart Drive | *9 |
| | |
| At intersection of Hickory Lane and Canal Road | *6 |
| Approximately 1,250 feet north of the intersection of Magnolia Avenue and Bay Circle | *8 |
| at the Building Department, 4099 Orange Beach Boulevard, Orange Beach, Alabama. | |
| ——— | |
| | |
| | |
| Approximately 0.4 mile west of the intersection of Spanish Main and Bull Run Road | *15 |
| Approximately 500 feet west of intersection of Caisson Trail and Spanish Main | *13 |
| at the City of Spanish Fort Flood Protection Administrator's Office, 7581 Spanish Fort Boulevard, Spanish Fort, Alabama. | |
| | |
| | |
| | |
| Approximately 140 feet downstream of breached dam | *54 |
| Approximately 500 feet upstream of Elm Street | *124 |
| | |
| At the confluence with the Scantic River | *117 |
| Approximately 250 feet upstream of Somers Road | *204 |
| at the Enfield Town Engineer's Office, 820 Enfield Street, Enfield, Connecticut. | |
| ——— | |
| | |
| | |
| Approximately 2,620 feet upstream of West Road | *352 |
| Approximately 550 feet upstream of Jones Hollow Bridge | *384 |
| | |
| Approximately 210 feet upstream of confluence with Blackledge River | *180 |
| Approximately 2,925 feet upstream of South Main Street | *193 |
| | |
| At confluence with Dickinson Creek | *419 |
| A point approximately 660 feet upstream of State Route 2 | *423 |
| at the Marlborough Town Planner's Office, Town Hall, 26 North Main Street, Marlborough, Connecticut. | |
| | |
| | |
| | |
| Entire shoreline within community | *64 |
| at the Town of Astatula Clerk's Office, 25019 CR 561, Astatula, Florida. | |
| ——— | |
| | |
| | |
| Entire shoreline within community | *91 |
| | |
| Entire shoreline within community | *89 |
| | |
| Approximately 1,900 feet northeast of intersection of State Route 25 and Steves Road | *90 |
| at the City of Clermont Planning & Zoning Department, 1 Westgate Plaza, Clermont, Florida. | |
| ——— | |
| | |
| | |
| Entire shoreline within community | *70 |
| | |
| Entire shoreline within community | *64 |
| at the City of Eustis Building Department, 10 North Grove Street, Eustis, Florida. | |
| ——— | |
| | |
| | |
| Approximately 2.6 miles southeast of West Pass | *8 |
| Approximately 4.1 miles southwest of Government Cut in St. George Island | *10 |
| | |
| Just east of St. George Island Bridge | *10 |
| Shoreline of St. George Island at (and include) Marsh Island | *12 |
| | |
| Approximately 2.6 miles southeast of West Pass | *8 |
| Approximately 1.5 miles southeast of the confluence of Big Claires Creek with Ochlockonee Bay | *23 |
| | |
| Approximately 1,000 feet north of the intersection of State Route 370 and West Harbor Circle | *16 |
| Approximately 900 feet east of Peninsula Point | *17 |
| at the Planning and Engineering Department, 33 Commerce Street, Apalachicola, Florida. | |
| ——— | |
| | |
| | |
| Entire shoreline within community | *73 |
| | |
| Entire shoreline within community | *86 |
| | |
| Entire shoreline within community | *91 |
| | |
| Entire shoreline within community | *64 |
| | |
| | *84 |
| | |
| Approximately 1,000 feet northeast of the intersection of Hamlet Court and Picciola Cutoff | *61 |
| | |
| Entire shoreline within community | *72 |
| at the City of Fruitland Park City Hall, Building Department, 506 West Berckman Street, Fruitland Park, Florida. | |
| ——— | |
| (FEMA Docket No. D-7508) | |
| | |
| Approximately 100 feet northwest of the intersection of Parkwood Road and Gadson Street | *100 |
| the City of Groveland Building Department, 156 South Lake Avenue, Groveland, Florida. | |
| ——— | |
| | |
| | |
| Approximately 1,000 feet west of the intersection of Marilyn Avenue and Poinsettia Street | *84 |
| | |
| Entire shoreline within community | *64 |
| | |
| Entire shoreline within community | *64 |
| at the Town of Howey in the Hills Town Hall, 101 North Palm Avenue, Howey in the Hills, Florida. | |
| ——— | |
| | |
| | |
| Entire shoreline within county | *64 |
| | |
| Entire shoreline within county | *109 |
| | |
| Entire shoreline within county | *74 |
| | |
| Entire shoreline within county | *64 |
| | |
| Entire shoreline within county | *74 |
| | |
| Approximately 450 feet northeast of the intersection of Thomas Avenue and U.S. Route 44A | *74 |
| | |
| Entire shoreline within county | *87 |
| | *78 |
| | |
| Entire shoreline within county | *69 |
| | |
| Entire shoreline within county | *65 |
| | |
| Entire shoreline within county | *114 |
| | |
| Entire shoreline within county | *106 |
| | |
| Entire shoreline within county | *103 |
| | |
| Entire shoreline within county | *105 |
| | |
| Entire shoreline within county | *98 |
| | |
| Entire shoreline within county | *94 |
| | |
| Entire shoreline within county | *95 |
| | |
| Entire shoreline within county | *64 |
| | *84 |
| | *69 |
| | |
| Entire shoreline within county | *99 |
| | *75 |
| | *74 |
| | *65 |
| | |
| Approximately 650 feet northwest from the intersection of Old Highway 50 and Forestwood Drive | *89 |
| | |
| Approximately 100 feet west of the intersection of Orange Court and Bay Avenue | *74 |
| | |
| Entire shoreline within county | *82 |
| | *168 |
| | |
| Entire shoreline within county | *80 |
| | |
| Entire shoreline within county | *81 |
| | |
| Approximately 250 feet in a southwesterly direction from the intersection of Indianola Drive and Woodland Avenue | *64 |
| | |
| Approximately 1,100 feet southwest from the intersection of Magnolia and Cypress Avenues | *79 |
| | |
| Approximately 1,900 feet southwest from Magnolia and Cypress Avenues | *84 |
| | |
| Entire shoreline within county | *60 |
| | |
| Entire shoreline within county | *74 |
| | |
| Entire shoreline within county | *99 |
| | |
| Entire shoreline within county | *99 |
| | *99 |
| | *95 |
| | *97 |
| | |
| Entire area within county | *62 |
| | |
| Entire shoreline within county | *104 |
| | |
| Entire shoreline within county | *95 |
| | |
| Entire shoreline within county | *99 |
| | |
| Entire shoreline within county | *97 |
| | |
| Entire area within county | *82 |
| | |
| Entire shoreline within county | *80 |
| | |
| Entire shoreline within county | *64 |
| | |
| Approximately 310 feet downstream of Airport Runway | *64 |
| Approximately 0.61 mile upstream of South Whitney Road | *78 |
| | |
| Approximately 1,000 feet downstream of Youngs Road | *64 |
| Approximately 0.48 mile upstream of State Route 468 | *80 |
| | |
| Approximately 1,400 feet upstream of El Rancho Drive | *64 |
| Approximately 2,050 feet downstream of El Rancho Drive | *77 |
| | |
| Entire shoreline within county | *61 |
| | |
| Approximately 900 feet north of the intersection of Codding Place and Mt. Mitchell Drive | *74 |
| | |
| Entire shoreline within county | *74 |
| | *69 |
| | *71 |
| | *80 |
| | *70 |
| | *70 |
| | |
| Entire shoreline within county | *103 |
| | |
| Entire shoreline within county | *102 |
| | |
| Entire shoreline within county | *85 |
| | |
| Entire shoreline within county | *90 |
| | |
| Entire shoreline within county | *69 |
| | |
| Entire shoreline within county | *87 |
| | |
| Entire shoreline within county | *87 |
| | *55 |
| | *161 |
| | *86 |
| | *108 |
| | *120 |
| | *150 |
| | *154 |
| | |
| Entire shoreline within county | *71 |
| | |
| Entire shoreline within county | *84 |
| | |
| Entire shoreline within county | *94 |
| | |
| Entire shoreline within county | *85 |
| | |
| Entire shoreline within county | *118 |
| | |
| Entire shoreline within county | *88 |
| | |
| Entire shoreline within county | *101 |
| | |
| Entire shoreline within county | *60 |
| | |
| Entire shoreline within county | *61 |
| | |
| Entire shoreline within county | *102 |
| | |
| Entire shoreline within county | *98 |
| | |
| Entire shoreline within county | *108 |
| | |
| Entire shoreline within county | *87 |
| | |
| Entire shoreline within county | *70 |
| | |
| Entire shoreline within county | *78 |
| | |
| Entire area within county | *80 |
| | |
| Entire area within county | *106 |
| | |
| Entire shoreline within county | *85 |
| | |
| Entire shoreline within county | *89 |
| | |
| Entire shoreline within county | *85 |
| | |
| Entire shoreline within county | *87 |
| | |
| Entire shoreline within county | *87 |
| | |
| Entire shoreline within county | *110 |
| | |
| Entire shoreline within county | *114 |
| | |
| Entire shoreline within county | *115 |
| | |
| Entire shoreline within county | *72 |
| | |
| Entire shoreline within county | *64 |
| | |
| Entire shoreline within county | *118 |
| | |
| Entire shoreline within county | *111 |
| | |
| Entire shoreline within county | *112 |
| | |
| Entire shoreline within county | *100 |
| | |
| Entire shoreline within county | *97 |
| | |
| Entire shoreline within county | *100 |
| | |
| Entire shoreline within county | *107 |
| | |
| Entire shoreline within county | *79 |
| | |
| Entire shoreline within county | *89 |
| | |
| Entire shoreline within county | *72 |
| | |
| Entire shoreline within county | *103 |
| | |
| Entire shoreline within county | *106 |
| | |
| Entire shoreline within county | *86 |
| | |
| Entire shoreline within county | *110 |
| | |
| Entire shoreline within county | *101 |
| | |
| Entire shoreline within county | *91 |
| | |
| Entire shoreline within county | *90 |
| | |
| Entire shoreline within county | *104 |
| | |
| Approximately 500 feet northeast of the intersection of Media Road and County Route 561A | *100 |
| | |
| Approximately 500 feet northeast of the intersection of Media Road and County Route 561A | *100 |
| | |
| Entire shoreline within county | *99 |
| | |
| Entire shoreline within county | *101 |
| | |
| Entire shoreline within county | *101 |
| | |
| Entire shoreline within county | *101 |
| | |
| Entire shoreline within county | *101 |
| | |
| Entire shoreline within county | *105 |
| | |
| Entire shoreline within county | *85 |
| | |
| Entire shoreline within county | *88 |
| | *82 |
| | |
| Entire area within county | *84 |
| | |
| Entire shoreline within county | *90 |
| | |
| Entire shoreline within county | *78 |
| | |
| Approximately 0.49 mile upstream of State Route 46 | *95 |
| At Griffin Lane | *166 |
| | *82 |
| | *82 |
| | |
| Approximately 1,200 feet southwest of the intersection of Arabian Way and Thoroughbred Lane | *90 |
| | |
| Entire shoreline within county | *70 |
| | |
| Entire shoreline within county | *69 |
| | |
| Entire shoreline within county | *104 |
| | |
| Entire shoreline within county | *89 |
| | |
| Entire shoreline within county | *79 |
| | |
| Entire shoreline within county | *68 |
| | |
| Entire shoreline within county | *77 |
| | |
| Entire shoreline within county | *84 |
| | |
| Entire shoreline within county | *70 |
| at the Lake County Public Works, 123 North Sinclair Avenue, Tavares, Florida. | |
| ——— | |
| | |
| | |
| From approximately 1,325 feet upstream of Youngs Road | *77 |
| Upstream side of State Route 44 | *81 |
| | |
| Entire shoreline within county | *64 |
| | |
| Entire shoreline within county | *77 |
| | |
| Entire shoreline within county | *78 |
| | |
| Approximately 300 feet upstream of South Whitney | *78 |
| Approximately 0.80 mile upstream of South Whitney Road | *79 |
| at the City of Leesburg Public Works Department, 413 East North Boulevard, Leesburg, Florida. | |
| ——— | |
| | |
| | |
| Entire shoreline within county | *87 |
| | *100 |
| | *99 |
| | |
| Approximately 0.55 mile northeast of the intersection of Perl Street and Galena Avenue | *90 |
| | |
| Entire shoreline within county | *85 |
| at the Minneola City Hall, 302 West Pearl Street, Minneola, Florida. | |
| ——— | |
| | |
| | |
| Entire shoreline within county | *76 |
| | *82 |
| | *82 |
| at the Montverde Town Hall, 17404 Sixth Street, Montverde, Florida. | |
| ——— | |
| | |
| | |
| Entire shoreline within county | *106 |
| | |
| Entire shoreline within county | *89 |
| | |
| Entire shoreline within county | *82 |
| | |
| | *82 |
| | |
| Approximately 900 feet northeast of the intersection of Codding Place and Mt. Mitchell Drive | *74 |
| | *76 |
| | |
| At upstream side of Wooden Driveway Bridge | *127 |
| Approximately 200 feet upstream of Country Club Boulevard | *164 |
| at the City of Mount Dora Building & Zoning Department, 900 North Donnelly Street, Mount Dora, Florida. | |
| ——— | |
| | |
| | |
| Entire shoreline within community | *64 |
| | |
| Entire shoreline within community | *64 |
| at the City of Tavares Planning & Zoning Department, 201 East Main Street, Tavares, Florida. | |
| | |
| | |
| | |
| From county boundary | *638 |
| At approximately 775 feet upstream of confluence with Little Rock Creek | *617 |
| at the Kendall County Planning and Zoning Department, 111 West Fox Street, Yorkville, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 175 feet upstream of confluence with Clear Creek | *620 |
| Approximately 560 feet upstream of Chicago Road | *663 |
| at the Village of Newark Building Department, 101 West Lions Street, Newark, Illinois. | |
| ——— | |
| | |
| | |
| Approximately 775 feet upstream of Little Rock Creek | *617 |
| At Dayton Street | *640 |
| at the City Engineering Office, 144 East Railroad Street, Sandwich, Illinois. | |
| | |
| | |
| | |
| At the confluence with Mississinewa River | *794 |
| At confluence with Monroe Ditch and Tippey Ditch | *835 |
| | |
| At the confluence with Lugar Creek | *835 |
| A point approximately 1.4 miles upstream of State Route 700 | *851 |
| | |
| At the confluence with Lugar Creek | *835 |
| Downstream side of Bradford Pike | *841 |
| | |
| Approximately 0.4 mile downstream of State Routes 9 and 37 | *784 |
| Approximately 1,600 feet upstream of confluence of Bean Run | *824 |
| at the Grant County Area Planning Office, 401 South Adams Street, Marion, Indiana. | |
| | |
| | |
| | |
| At downstream corporate limits | *190 |
| At upstream corporate limits | *421 |
| at the Lebanon Code Enforcement Office, 655 Upper Guinea Road, Lebanon, Maine. | |
| ——— | |
| | |
| | |
| Approximately 900 feet southeast of the intersection of Hiram Street and Willard Street | *22 |
| Approximately 1,000 feet southeast of Bayview Avenue and Long Sands Road | *10 |
| | |
| Approximately 150 feet northeast of the intersection of Ocean Avenue and Marietta Avenue | #2 |
| Approximately 300 feet southwest of the #1 intersection of Nubble Road and Long Beach Avenue along the west side of Long Beach Avenue | #1 |
| Along Shore Road in the vicinity of Phillips Cove | #1 |
| Approximately 1,350 feet southeast of the #1 intersection of Shore Road and Agamenticus Avenue in the vicinity of Pint Cove | #1 |
| Along Bay Haven Road in the vicinity of Cape Neddick Harbor | |
| Along York Street, south of Long Sands Road, in the vicinity of Little River | #1 |
| Approximately 1,700 feet south of intersection of Seabreeze Lane and Surf Point Road | #1 |
| | |
| At Shore Road | *10 |
| Approximately 650 feet downstream of U.S. Route 1 | *10 |
| at the York Town Planner's Office, 186 York Street, York, Maine. | |
| | |
| | |
| | |
| Approximately 40 feet upstream of the confluence with Pettee Pond | *144 |
| Approximately 800 feet upstream of North Street | *228 |
| | |
| Approximately 40 feet upstream of confluence with Pettee Pond | *144 |
| Approximately 1,000 feet upstream of Hartford Street | *236 |
| | |
| At Everett Street | *66 |
| Approximately 1.19 miles upstream of Gay Street | *175 |
| | |
| At the confluence with Purgatory Brook | *67 |
| Downstream side of East Street | *76 |
| at the Westwood Building Department, 50 Corby Street, Westwood, Massachusetts. | |
| | |
| | |
| | |
| At upstream side of 117th Avenue | *892 |
| Approximately 1,100 feet upstream of State Route 65 | *895 |
| | |
| Approximately 350 feet downstream of Jefferson Street | *894 |
| At State Route 14/downstream side of Polk Street | *895 |
| | |
| Approximately 450 feet upstream of University Avenue | *892 |
| At 98th lane | *893 |
| at the City of Blaine Administrative Office, Engineering Department, 9150 Central Avenue Northeast, Blaine, Minnesota. | |
| | |
| | |
| | |
| At the Conway Scenic Railroad bridge | *471 |
| Approximately 0.36 mile upstream of Cranmore Road bridge | *550 |
| : | |
| Entire shoreline within community | *464 |
| at the Town Hall, 1634 East Main Street, Center Conway, New Hampshire. | |
| | |
| | |
| At the downstream side of B&M Railroad bridge | *114 |
| Approximately 0.75 mile upstream of State Route 111 | *176 |
| : | |
| At confluence with Nashua River | *165 |
| At upstream corporate limits | *166 |
| : | |
| At confluence with Nashua River | *167 |
| Approximately .075 mile upstream of State Route 111 | *167 |
| at the Nashua City Hall, 229 Main Street, Nashua, New Hampshire. | |
| | |
| | |
| | |
| At 10th Lane, extended | *16 |
| Approximately 100 feet east of intersection of 10th Lane and East Central Avenue | #1 |
| : | |
| Shoreline at Balsem Drive, extended | *9 |
| Approximately 1 mile northeast of Sedge Islands | *6 |
| at the Berkeley Town Hall, 627 Pinewald-Keswick Road, Bayville, New Jersey 08721-0287. | |
| | |
| | |
| | |
| Approximately 540 feet upstream of the confluence with the Mohawk River | *306 |
| Approximately 50 feet upstream of State Route 80 | *336 |
| at the Fort Plain Village Hall, 168 Canal Street, Fort Plain, New York. | |
| ——— | |
| | |
| | |
| Approximately 600 feet downstream of East State Street (State Route 5) | *387 |
| At the upstream corporate limits with the Town of Herkimer (approximately 1.36 miles upstream of East State Street) | *413 |
| at the Herkimer Village Municipal Hall, 120 Green Street, Herkimer, New York. | |
| ——— | |
| | |
| | |
| At the confluence with Ausable River | *550 |
| At the upstream corporate limits (approximately 2.24 miles upstream of NYS Route 9N) | *724 |
| | |
| At the downstream corporate limits | *491 |
| At the confluence of East and West Branches of Ausable River | *550 |
| | |
| At the confluence with East Branch Ausable River | *589 |
| At NYS Route 9R | *765 |
| | |
| At the confluence with the Ausable River and East Branch Ausable River | *550 |
| Approximately 250 feet upstream of the confluence with the Ausable River | *552 |
| at the Jay Town Hall, School Street, Ausable Forks, New York. | |
| | |
| | |
| | |
| Approximately 0.76 mile downstream of State Route 895 | *417 |
| Approximately 0.49 mile upstream of State Route 895 | *432 |
| | |
| At confluence with Lehigh River | *424 |
| Approximately 1,750 feet downstream of Cherry Hill Road | *545 |
| at the Bowmanstown Borough Hall, Mill and Ore Streets, Bowmanstown, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 1.7 miles downstream of Palmerton Dam | *388 |
| Approximately 5,100 feet upstream of State Route 895 | *438 |
| at the East Penn Township Building, 167 Municipal Road, Lehighton, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 1 mile downstream of U.S. Route 209 | *452 |
| Approximately 0.82 mile downstream of Lehigh Valley Railroad | *497 |
| at the Franklin Township Hall, 900 Fairyland Road, Lehighton, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.82 mile downstream of Lehigh Valley Railroad | *497 |
| Approximately 2 miles upstream of State Route 903 | *564 |
| at the Jim Thorpe Borough Hall, 101 East Tenth Street, Jim Thorpe, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 1,160 feet downstream of U.S. Route 209 | *464 |
| Approximately 1.3 miles upstream of U.S. Route 209 | *482 |
| | |
| At the confluence with Lehigh River | *464 |
| Approximately 1,600 feet upstream of the confluence with Lehigh River | *464 |
| at the Lehighton Borough Hall, 1 Constitution Avenue, Lehighton, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 1.7 miles downstream of Palmerton Dam | *388 |
| Approximately 620 feet downstream of Pennsylvania Turnpike | *443 |
| | |
| At the confluence with Lehigh River | *393 |
| Approximately 2.3 miles upstream of State Route 2009 | *468 |
| | |
| Approximately 1,750 feet downstream of Cherry Hill Road | *545 |
| Approximately 1.2 miles upstream of Cherry Hill Road | *687 |
| at the Lower Towamensing Township Hall, 595 Hahns Dairy Road, Palmerton, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 5,100 feet upstream of State Route 895 | *438 |
| Approximately 0.58 mile downstream of State Route 903 | *526 |
| | |
| At the confluence with Lehigh River | *464 |
| Approximately 500 feet upstream of confluence with Lehigh River | *464 |
| at the Mahoning Township Office, 2685 Mahoning Drive East, Lehighton, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 1,900 feet upstream of State Route 903 | *542 |
| Approximately 2 miles upstream of State Route 903 | *564 |
| | |
| At confluence with Lehigh River | *555 |
| Approximately 1,850 feet upstream of Tonolli Corporate Road | *1,014 |
| at the Nesquehoning Borough Hall, 114 West Catawissa, Nesquehoning, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 5,070 feet downstream of Palmerton Dam | *395 |
| Approximately 1.37 miles upstream of Palmerton Dam | *417 |
| | |
| Approximately 3,710 feet upstream of confluence with Lehigh River | *393 |
| Approximately 1,000 feet downstream of CONRAIL | *418 |
| at the Palmerton Borough Hall, 443 Delaware Avenue, Palmerton, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 850 feet downstream of Pennsylvania Turnpike | *443 |
| Approximately 1 mile downstream of U.S. Route 209 | *452 |
| | |
| At confluence with Lehigh River | *443 |
| Approximately 1,175 feet upstream of confluence with Lehigh River | *443 |
| at the Parryville Borough Hall, 967 Cherryhill Road, Parryville, Pennsylvania. | |
| ——— | |
| | |
| | |
| Approximately 0.52 mile downstream of U.S. Route 209 | *460 |
| Approximately 700 feet upstream Central Railroad | *475 |
| at the Weissport Borough Hall, 440 Allen Street, Weissport, Pennsylvania. | |
| | |
| | |
| | |
| Approximately 650 feet downstream of U.S. Route 220 | *2,853 |
| Approximately 630 feet upstream of the west stream crossing of Mill Alley | *2,967 |
| at the Monterey Building and Zoning Department, Main Street, Monterey, Virginia. | |
(Catalog of Federal Domestic Assistance No. 83.100, “Flood Insurance.”)
Dated: January 29, 2002.
Robert F. Shea,
Acting Administrator, Federal Insurance and Mitigation Administration.