ERIE COUNTY, NEW YORK (ALL JURISDICTIONS)

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1 VOLUME 2 OF 5 ERIE COUNTY, NEW YORK Erie County Community Name Community Number Community Name Community Number Community Name Community Number Akron, Village of Depew, Village of Newstead, Town of Alden, Town of East Aurora, Town of North Collins, Town of Alden, Village of Eden, Town of North Collins, Village of Amherst, Town of Elma, Town of Orchard Park, Town of Angola, Village of Evans, Town of Orchard Park, Village of Aurora, Town of Farnham, Village of Sardinia, Town of Blasdell, Village of Gowanda, Village of Sloan, Village of Boston, Town of Grand Island, Town of Springville, Village of Brant, Town of Hamburg, Town of Tonawanda, City of Buffalo, City of Hamburg, Village of Tonawanda, Town of Cheektowaga, Town of Holland, Town of Wales, Town of Clarence, Town of Lackawanna, City of West Seneca, Town of Colden, Town of Lancaster, Town of Williamsville, Village of Collins, Town of Lancaster, Village of Concord, Town of Marilla, Town of PRELIMINARY: DECEMBER 31, 2009 Federal Emergency Management Agency FLOOD INSURANCE STUDY NUMBER 36029CV002B

2 NOTICE TO FLOOD INSURANCE STUDY USERS Communities participating in the National Flood Insurance Program have established repositories of flood hazard data for floodplain management and flood insurance purposes. This Flood Insurance Study (FIS) may not contain all data available within the repository. It is advisable to contact the community repository for any additional data. Selected Flood Insurance Rate Map panels for the communities within Erie County contain information that was previously shown separately on the corresponding Flood Boundary and Floodway Map panels (e.g., floodways, cross sections). In addition, former flood hazard zone designations have been changed as follows: Old Zone A1 through A30 V1 through V30 B C New Zone AE VE X X Part or all of this FIS may be revised and republished at any time. In addition, part of this FIS may be revised by the Letter of Map Revision process, which does not involve republication or redistribution of the FIS. It is, therefore, the responsibility of the user to consult with community officials and to check the community repository to obtain the most current FIS components. Initial Countywide FIS Effective Date: September 26, 2008 Revised Countywide FIS Date:

3 TABLE OF CONTENTS Volume INTRODUCTION Purpose of Study Authority and Acknowledgments Coordination AREA STUDIED Scope of Study Community Description Principal Flood Problems Flood Protection Measures ENGINEERING METHODS Hydrologic Analyses Hydraulic Analyses Vertical Datum FLOODPLAIN MANAGEMENT APPLICATIONS Floodplain Boundaries Floodways INSURANCE APPLICATIONS FLOOD INSURANCE RATE MAP OTHER STUDIES LOCATION OF DATA BIBLIOGRAPHY AND REFERENCES 150 i

4 TABLE OF CONTENTS Volume 1 - continued FIGURES Figure 1 - Frequency-Discharge, Drainage Area Curves - Ellicott Creek, Scajaquada Creek Figure 2 - Frequency-Discharge, Drainage Area Curves - Clear Creek, Cattaraugus Creek Figure 3 - Frequency-Discharge, Drainage Area Curves - Cazenovia Creek Figure 4 - Frequency-Discharge, Drainage Area Curves - Buffalo Creek Figure 5 - Frequency-Discharge, Drainage Area Curves - Cattaraugus Creek, Grannis Creek, Thatcher Brook Figure 6 Floodway Schematic Page TABLES Table 1 Initial and Final CCO Meetings 9 Table 2 Flooding Sources Studied by Detailed Methods 10 Table 3 Scope of Revision for December 31, 2009, Countywide FIS 11 Table 4 Stream Name Changes 11 Table 5 Letters of Map Change 12 Table 6 - Summary of January 2008 High Water Mark Survey Results 14 Table 7 Summary of Stillwater Elevations 26 Table 8 Summary of Discharges 43 Table 9 Manning s n Values 63 Table 10 Floodway Data 68 Table 11 Community Map History 147 ii

5 TABLE OF CONTENTS Volume 2 Exhibit 1 Flood Profiles EXHIBITS Berricks Creek Big Sister Creek Black Creek Buffalo Creek Buffalo River Buttermilk Falls Creek Cattaraugus Creek Cayuga Creek Cazenovia Creek Cazenovia Creek East Branch Cazenovia Creek West Branch Clear Creek 01P - 04P 05P - 15P 16P - 19P 20P - 31P 32P - 38P 39P - 40P 41P - 42P 43P - 62P 63P - 74P 75P - 88P 89P - 96P 97P - 102P iii

6 TABLE OF CONTENTS Volume 3 Exhibit 1 Flood Profiles EXHIBITS Delaware Creek Ebenezer Brook Eighteenmile Creek Eighteenmile Creek North Branch Eighteenmile Creek South Branch Ellicott Creek Ellicott Creek North Diversion Channel Ellicott Creek Pfohl Park Diversion Channel Ellicott Creek Upper Diversion Channel Fern Brook Foster Brook Gott Creek Gott Creek Tributary Grannis Creek Gun Creek Hampton Brook Hosmer Brook Hunter Creek Ledge Creek Little Buffalo Creek Little Buffalo Creek Tributary Little Sister Creek Little Sister Creek Tributary 2 Muddy Creek Murder Creek Niagara River Tonawanda Channel Pike Creek Plum Bottom Creek 103P - 106P 107P - 109P 110P - 119P 120P 121P 122P - 144P 145P 146P 147P 148P - 150P 151P - 154P 155P - 157P 158P 159P - 161P 162P - 163P 164P 165P - 166P 167P 168P - 169P 170P - 174P 175P 176P - 180P 181P - 183P 184P 185P - 188P 189P - 193P 194P - 197P 198P - 199P iv

7 TABLE OF CONTENTS Volume 4 Exhibit 1 Flood Profiles EXHIBITS Plum Bottom Creek North Branch Pond Brook Ransom Creek Reisch Creek Rush Creek Scajaquada Creek Scajaquada Creek North Branch Scajaquada Creek Tributary T-1 Slate Bottom Creek Slate Bottom Creek North Branch Smokes Creek Smokes Creek Northeast Branch Smokes Creek Northwest Branch Smokes Creek South Branch Smokes Creek South Branch South Tributary Smokes Creek South Branch Tributary 1 Smokes Creek South Branch Tributary 2 Spicer Creek Spring Brook Spring Creek Tannery Brook 200P - 201P 202P - 204P 205P - 215P 216P - 217P 218P - 224P 225P - 239P 240P 241P 242P - 250P 251P 252P - 259P 260P - 264P 265P - 273P 274P - 283P 284P - 287P 288P 289P - 290P 291P - 293P 294P - 295P 296P 297P - 298P v

8 TABLE OF CONTENTS Volume 5 Exhibit 1 Flood Profiles EXHIBITS Thatcher Book Tonawanda Creek Tributary 1 to Niagara River - Tonawanda Channel Waterfalls Village Creek Woods Creek Woods Creek Tributary 1 Woods Creek Tributary 3 299P - 304P 305P - 316P 317P 318P - 319P 320P - 321P 322P 323P Exhibit 2 Flood Insurance Rate Map Index Flood Insurance Rate Map vi

9 BACKWATER FROM LAKE ERIE CONFLUENCE WITH LAKE ERIE LAKE SHORE ROAD STATE ROUTE 5 SPILLWAY A B C D E MOUNT VERNON PARKWAY THE 2.0% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE TO THE 1.0% ANNUAL CHANCE FLOOD ELEVATION TO BE SHOWN SEPARATELY SPILLWAY F G RAILROAD H I J K NORFOLK AND WESTERN RAILWAY STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE L CEMETARY ROAD SPILLWAY N M O P BERRICKS CREEK 01P (ALL JURISDICTION)

10 THE 2.0% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE TO THE 1.0% ANNUAL CHANCE FLOOD ELEVATION TO BE SHOWN SEPARATELY FOOTBRIDGE DAM FOOTBRIDGE BERRICKS CREEK U.S. ROUTE 20 SOUTHWESTERN BOULEVARD ACCESS ROAD Q R STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE S T U V W X Y Z 02P (ALL JURISDICTION)

11 760 DISCHARGE CONTAINED IN CULVERTS CULVERT CULVERT THE 2.0% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE TO THE 1.0% ANNUAL CHANCE FLOOD ELEVATION TO BE SHOWN SEPARATELY AA AB AC STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE INTERSTATE 90 CORPORATE LIMITS AD AE BROOKWOOD DRIVE AF BERRICKS CREEK 03P (ALL JURISDICTION)

12 BROOKWOOD DRIVE CULVERT KENTON PLACE CULVERT FOOTBRIDGE CULVERT SUNSET DRIVE LIMIT OF DETAILED STUDY THE 2.0% AND THE PROFILES ARE TOO CLOSE TO THE 1.0% ANNUAL CHANCE FLOOD ELEVATION TO BE SHOWN SEPARATELY BERRICKS CREEK 750 AG AH AI AJ AK AL STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 04P (ALL JURISDICTION)

13 BACKWATER FROM LAKE ERIE CONFLUENCE WITH LAKE ERIE FOOTBRIDGE FOOTBRIDGE LAKE SHORE ROAD BIG SISTER CREEK C 560 A B STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 05P

14 BIG SISTER CREEK THE 2.0% ANNUAL CHANCE FLOOD PROFILE IS TOO CLOSE TO THE 1.0% ANNUAL CHANCE FLOOD ELEVATION TO BE SHOWN SEPARATELY D E F G H I J K STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE L M N O ERIE ROAD STATE ROUTE 5 06P

15 635 STATE ROUTE 323 NORTH MAIN STREET BEACH ROAD CORPORATE LIMITS BIG SISTER CREEK P Q R S T U V W X Y STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE Z AA AB 07P

16 BIG SISTER CREEK AH 615 AC AD AE AF AG STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 08P RAILROAD RAILROAD MILL STREET CONFLUENCE OF AN UNAMED TRIBUTARY TO BIG SISTER CREEK

17 CORPORATE LIMITS U.S. ROUTE 20 BIG SISTER CREEK AI AJ AK AL AM AN AO AP AQ STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE AR AS AT 09P

18 680 INTERSTATE 90 (HIGH LEVEL) BIG SISTER CREEK AU AV AW AX AY AZ BA BB BC BD BE STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 10P

19 700 RYTHER ROAD BIG SISTER CREEK STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 11P

20 VERSAILLES PLANK ROAD PONTIAC ROAD BIG SISTER CREEK STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE BF BG BH 12P

21 735 BIG SISTER CREEK BI BJ BK BL BM BN BO BP STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE BQ BR BS 13P

22 745 BIG SISTER CREEK BT BU BV BW BX BY BZ CA STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE CB 14P

23 CAIN ROAD LIMIT OF DETAILED STUDY CORPORATE LIMITS BIG SISTER CREEK CC CD CE CF STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 15P

24 CONFLUENCE WITH RANSOM CREEK SMITH ROAD GOLF COURSE PATH GOLF COURSE PATH FLOODING CONTROLLED BY TONAWANDA CREEK A GOLF COURSE PATH GOLF COURSE PATH DANN ROAD STREAM DISTANCE IN FEET ABOVE CONFLUENCE OF RANSOM CREEK AND TONAWANDA CREEK B CORPORATE TRANSIT ROAD LIMITS STATE ROUTE 78 DATA NOT AVAILABLE UPSTREAM OF CORPORATE LIMITS FOR THE 0.2%, 2% AND PRIVATE DRIVE PRIVATE DRIVE BLACK CREEK 16P

25 WEST PHALENGER ROAD WOLCOTT ROAD PRIVATE DRIVE KENFIELD DRIVE PRIVATE DRIVE PRIVATE DRIVE PRIVATE DRIVE PRIVATE DRIVE WOLCOTT ROAD PRIVATE DRIVE BLACK CREEK * * * STREAM DISTANCE IN FEET ABOVE CONFLUENCE OF RANSOM CREEK AND TONAWANDA CREEK *DATA NOT AVAILABLE 17P

26 GOODRICH ROAD SALT ROAD BLACK CREEK STREAM DISTANCE IN FEET ABOVE CONFLUENCE OF RANSOM CREEK AND TONAWANDA CREEK *DATA NOT AVAILABLE * * * 18P

27 BLACK CREEK STREAM DISTANCE IN FEET ABOVE CONFLUENCE OF RANSOM CREEK AND TONAWANDA CREEK *DATA NOT AVAILABLE * * * 19P CORPORATE BERGSHORN LIMIT OF LIMITS ROAD DETAILED STUDY

28 CONFLUENCE WITH CAYUGA CREEK RAILROAD BUFFALO CREEK A B C STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK *DATA NOT AVAILABLE STATE ROUTE 277 (UNION ROAD) D * * * 20P

29 BUFFALO CREEK I 600 * * * E F G H STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK *DATA NOT AVAILABLE 21P

30 BORDEN ROAD DATA NOT AVAILABLE DOWNSTREAM OF CORPORATE LIMITS FOR THE 0.2%, 2% AND TRANSIT ROAD NORTH BLOSSOM ROAD BLOSSOM DAM BUFFALO CREEK CORPORATE LIMITS J K L M STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK *DATA NOT AVAILABLE * 22P

31 WINSPEAR ROAD BRIDGE N STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK O *DATA NOT AVAILABLE CONFLUENCE OF BOWEN ROAD POND BROOK BRIDGE * P BUFFALO CREEK 23P

32 ELMA DAM GIRDLE ROAD BRIDGE BUFFALO CREEK STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK *DATA NOT AVAILABLE Q * 24P

33 BULLIS ROAD OLD BULLIS ROAD BRIDGE BUFFALO CREEK R STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK S *DATA NOT AVAILABLE * 25P

34 BUFFALO CREEK T JAMISON ROAD BRIDGE STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK U *DATA NOT AVAILABLE * 26P

35 BUFFALO CREEK V W X STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK 27P EAST AURORA PORTERVILLE ROAD BRIDGE LIMIT OF DETAILED STUDY CORPORATE LIMITS

36 BUFFALO CREEK AF 865 Y Z AA AB AC AD AE STREAM DISTANCE IN FEET ABOVE CORPORATE LIMITS 28P LIMIT OF DETAILED STUDY BIG TREE ROAD STATE ROUTE 20A CONFLUENCE OF HUNTER CREEK STRYKERSVILLE ROAD STATE ROUTE 78 CONFLUENCE OF STONEY BOTTOM CREEK

37 BUFFALO CREEK AL AM 890 AG AH AI AJ AK STREAM DISTANCE IN FEET ABOVE CORPORATE LIMITS 29P MERLAU ROAD COUNTY ROAD 386 DAM

38 BUFFALO CREEK AR 905 AN AO AP AQ STREAM DISTANCE IN FEET ABOVE CORPORATE LIMITS 30P EAST CREEK ROAD COUNTY ROAD 387 WHALES CREEK ROAD COUNTY ROAD 540

39 BUFFALO CREEK AS AT STREAM DISTANCE IN FEET ABOVE CORPORATE LIMITS 31P LIMIT OF DETAILED STUDY

40 BACKWATER FROM LAKE ERIE CONFLUENCE WITH LAKE ERIE T.O.R. = L.C. = BUFFALO RIVER BUFFALO SKYWAY MICHIGAN STREET 550 D 540 * * * A B C STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE 32P

41 BACKWATER FROM LAKE ERIE BUFFALO RIVER OHIO STREET 550 G 540 * * * E F STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE 33P

42 BACKWATER FROM LAKE ERIE BUFFALO RIVER RAILROAD * * * H I STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE 34P

43 610 BACKWATER FROM LAKE ERIE T.O.R. = L.C. = RAILROAD RAILROAD RAILROAD BUFFALO RIVER SOUTH PARK AVENUE 550 L 540 * * * J K STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE 35P

44 RAILROAD CONFLUENCE OF CAZENOVIA CREEK SENECA STREET BUFFALO RIVER M N O STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE BAILEY AVENUE P * * * 36P

45 600 RAILROAD SOUTH OGDEN STREET CORPORATE LIMITS BUFFALO RIVER S 560 * 550 * * Q R STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE 37P

46 BUFFALO RIVER T U V STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE * * * 38P ABANDONED RAILROAD INTERSTATE ROUTE 90 (NEW YORK STATE THRUWAY) CONFLUENCE OF HARLEM ROAD CONFLUENCE OF CAYUGA CREEK BUFFALO CREEK

47 NORTH CREEK ROAD LIMIT OF DETAILED STUDY SPILLWAY THE 2.0% FLOOD PROFILE IS TOO CLOSE TO THE 1.0% ELEVATION TO BE SHOWN SEPERATELY LAKEVIEW ROAD SPILLWAY BUTTERMILK FALLS CREEK A B C D E F G STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH EIGHTEENMILE CREEK H I J K L 39P

48 BUTTERMILK FALLS CREEK M N O P Q STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH EIGHTEENMILE CREEK 40P WHITE OAK WAY HELTZ ROAD LIMIT OF DETAILED STUDY THE 0.2% AND 2.0% ARE TOO CLOSE TO THE 1.0% ELEVATION TO BE SHOWN SEPERATELY 9500

49 CATTARAUGUS CREEK 775 T.O.R. = J K L B C A D E F G H I STREAM DISTANCE IN FEET ABOVE MOUTH 41P LIMIT OF DETAILED STUDY CONFLUENCE OF THATCHER BROOK ALDRICH STREET GRANNIS CREEK CONFLUENCE OF MAIN STREET RAILROAD BRIDGE

50 CATTARAUGUS CREEK M N O P Q R S T U STREAM DISTANCE IN FEET ABOVE MOUTH 42P LIMIT OF DETAILED STUDY

51 BACKWATER FROM BUFFALO RIVER CONFLUENCE WITH BUFFALO RIVER CLINTON STREET CAYUGA CREEK A B C D E STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER F G 43P

52 CONFLUENCE OF SLATE BOTTOM CREEK CAYUGA CREEK H I STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER J K 44P

53 UNION ROAD CAYUGA CREEK L M N O STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER P 45P

54 620 CAYUGA CREEK Q R S T STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER U 46P

55 COMO PARK BOULEVARD ROWLEY ROAD CAYUGA CREEK V W X Y Z AA AB STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER AC AD AE 47P

56 RAILROAD BORDEN ROAD CAYUGA CREEK AF AG AH AI AJ STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER AK AL AM 48P

57 TRANSIT ROAD CAYUGA CREEK AN AO AP AQ AR STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER AS AT 49P

58 PENORA STREET BROADWAY STREET CONFLUENCE OF PLUM BOTTOM CREEK AURORA STREET CAYUGA CREEK AU AV AW AX AY STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER AZ BA 50P

59 680 BROADWAY STREET LAKE AVENUE DAM UNNAMED ROAD UNNAMED ROAD UNNAMED ROAD CAYUGA CREEK BB BC BD BE STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER BF BG 51P

60 SPILLWAY SPILLWAY BOWEN ROAD CAYUGA CREEK BH BI BJ BK BL STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER BM BN CONFLUENCE OF LITTLE BUFFALO CREEK 52P

61 710 GOLF COURSE PATH CONFLUENCE OF UNNAMED TRIBUTARY GOLF COURSE PATH DAM CAYUGA CREEK BO BP BQ BR BS BT STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER BU BV 53P

62 720 GOLF COURSE PATH SCHWARTZ ROAD CONFLUENCE OF UNNAMED TRIBUTARY CONFLUENCE OF UNNAMED TRIBUTARY CAYUGA CREEK BW BX BY BZ STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER CA CONFLUENCE OF UNNAMED TRIBUTARY CB CC CD 54P

63 740 RANSOM ROAD CAYUGA CREEK CE CF CG CH STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER CI CJ CK CL 55P

64 CONFLUENCE OF UNNAMED TRIBUTARY CONFLUENCE OF UNNAMED TRIBUTARY CONFLUENCE OF UNNAMED TRIBUTARY CORPORATE LIMITS TOWN LINE ROAD CAYUGA CREEK CM CN CO CP CQ STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER CR CS 56P

65 CAYUGA CREEK CT CU CV STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER CW CX 57P

66 800 TWO ROD ROAD FOUR ROD ROAD CAYUGA CREEK CY CZ DA DB DC STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER DD DE 58P

67 THREE ROD ROAD CAYUGA CREEK DF DG DH STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER DI DJ DK 59P

68 CORPORATE LIMITS CAYUGA CREEK DL DM STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER DN 60P

69 CLINTON STREET STATE ROUTE 354 CLINTON STREET DAM CAYUGA CREEK DO DP DQ STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER 61P

70 900 COUNTY BOUNDARY CAYUGA CREEK DR DS LIMIT OF DETAILED STUDY STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER 62P

71 BACKWATER FROM BUFFALO RIVER 600 CONFLUENCE WITH BUFFALO RIVER BAILEY AVENUE (ROUTE 62) SOUTHSIDE PARKWAY STEVENSON STREET CAZENOVIA STREET CAZENOVIA CREEK A B C D E F G H I J K L M STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK N O P Q R 63P

72 CAZENOVIA CREEK 610 DATA NOT AVAILABLE BETWEEN CROSS SECTION AF AND TRANSIT ROAD FOR THE 0.2%, 2% AND AE AF AG 570 X S T U V W Y Z AA AB AC AD STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK 64P CORPORATE LIMITS CAZENOVIA PARKWAY BRIDGE SUSPENSION GOLF COURSE RAILROAD INTERSTATE 90 (NEW YORK STATE THRUWAY)

73 620 STATE ROUTE 240 (ORCHARD PARK ROAD) RAILROAD RAILROAD ABANDONED CONFLUENCE OF EBENEZER BROOK CAZENOVIA CREEK AH AI AJ STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK *DATA NOT AVAILABLE * * * 65P

74 RIDGE ROAD CAZENOVIA CREEK AK AL STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK *DATA NOT AVAILABLE * * * 66P

75 650 STATE ROUTE 277 (UNION ROAD) MILL ROAD CAZENOVIA CREEK AM STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK AN *DATA NOT AVAILABLE AO * * * 67P

76 660 CAZENOVIA CREEK AP STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK *DATA NOT AVAILABLE AQ * * * 68P

77 LEYDECKER ROAD CAZENOVIA CREEK AR AS AT STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK *DATA NOT AVAILABLE * * * 69P

78 TOR=755.5 LC=735.6 TRANSIT ROAD CAZENOVIA CREEK DATA NOT AVAILABLE BETWEEN CROSS SECTION AF AND TRANSIT ROAD FOR THE 0.2%, 2% AND 10% ANNUAL CHANCE AU STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK CORPORATE LIMITS 70P

79 730 NORTHRUP DRIVE CAZENOVIA CREEK STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK AV 71P

80 750 CAZENOVIA CREEK AW STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK 72P

81 770 CAZENOVIA CREEK AX STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK AY 73P

82 CAZENOVIA CREEK STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK 74P LIMIT OF DETAILED STUDY CORPORATE LIMITS

83 CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH JEWETT HOLMWOOD ROAD CORPORATE LIMITS DATA NOT AVAILABLE UPSTREAM OF CORPORATE LIMITS FOR THE 0.2% AND CAZENOVIA CREEK EAST BRANCH A B C STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH 75P

84 MILL ROAD MILL ROAD DAM (BREACHED) CONFLUENCE OF TANNERY BROOK CAZENOVIA CREEK EAST BRANCH STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH * DATA NOT AVAILABLE * * 76P

85 CENTER STREET DAM CORPORATE LIMITS CENTER STREET ROUTE 12 CORPORATE LIMITS CORPORATE LIMITS CAZENOVIA CREEK EAST BRANCH DATA NOT AVAILABLE DOWNSTREAM OF CORPORATE LIMITS FOR THE 0.2% AND D STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH E F 77P

86 CAZENOVIA CREEK EAST BRANCH G STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH 78P

87 SWEET ROAD CAZENOVIA CREEK EAST BRANCH H I J STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH 79P

88 ROUTE 400 SOUTHBOUND ROUTE 400 NORTHBOUND BLAKELY CORNERS ROAD CAZENOVIA CREEK EAST BRANCH K L STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH M 80P

89 ROUTE 400 NORTHBOUND ROUTE 400 SOUTHBOUND CAZENOVIA CREEK EAST BRANCH N O P STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH 81P

90 EMERY ROAD ROUTE 67 DARLING ROAD ROUTE 379 Q R S CORPORATE LIMITS STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH T OLEAN ROAD (STATE ROUTE 16) U CAZENOVIA CREEK EAST BRANCH 82P

91 CORPORATE LIMITS ROUTE 16 (OLEAN ROAD) EAST BRANCH CAZENOVIA CREEK V STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK W X 83P

92 ROUTE 16 (OLEAN ROAD) EAST BRANCH CAZENOVIA CREEK Y STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK Z AA 84P

93 EAST BRANCH CAZENOVIA CREEK AB AC AD STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK AE 85P

94 NORTH CANADA STREET HIGHWAY 396 (EXTENDED) EAST BRANCH CAZENOVIA CREEK AF AG AH STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK AI 86P

95 AJ ROUTE STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK AK AL GLENWOOD HOLLAND ROAD (APPROXIMATE LOCATION) AM EAST BRANCH CAZENOVIA CREEK 87P

96 EAST BRANCH CAZENOVIA CREEK AN AO AP STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK 88P LIMIT OF DETAILED STUDY

97 LIMIT OF DETAILED STUDY CAZENOVIA CREEK WEST BRANCH C A B STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK P LIMIT OF DETAILED STUDY BIG TREE ROAD ROUTE 20A CONFLUENCE OF CAZENOVIA CREEK EAST BRANCH JEWETT HOLMWOOD ROAD

98 CAZENOVIA CREEK WEST BRANCH H D E F G STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK 90P LIMIT OF DETAILED STUDY BRIDGE STREET LIMITS CORPORATE STATE ROUTE 240 BURR ROAD DAM AT WEST FALLS

99 CAZENOVIA CREEK WEST BRANCH I J K STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK L 91P

100 CAZENOVIA CREEK WEST BRANCH M STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK N O 92P

101 1090 TOR = 1077 LC = HEATH ROAD STATE ROUTE STATE ROUTE 240 CAZENOVIA CREEK WEST BRANCH P STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK Q R S T 93P

102 CHESSIE SYSTEM (RAILROAD) CAZENOVIA CREEK WEST BRANCH U STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK V W 94P

103 FARM BRIDGE CAZENOVIA CREEK WEST BRANCH X Y STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK Z 95P

104 CAZENOVIA CREEK WEST BRANCH AA AB AC AD STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK 96P MURRAY HILL ROAD LIMIT OF DETAILED STUDY

105 TAYLOR HOLLOW ROAD U.S. HIGHWAY 62 U.S. HIGHWAY 62 CLEAR CREEK 750 J K A B C D E F G H I STREAM DISTANCE IN FEET ABOVE MOUTH 97P

106 U.S. HIGHWAY 62 RAILROAD (APPROXIMATE LOCATION) CLEAR CREEK L M N O P STREAM DISTANCE IN FEET ABOVE MOUTH 98P

107 BAGDAD ROAD CLEAR CREEK Q R S T U V STREAM DISTANCE IN FEET ABOVE MOUTH W 99P

108 JENNINGS ROAD CLEAR CREEK X Y Z AA AB AC STREAM DISTANCE IN FEET ABOVE MOUTH AD 100P

109 CLEAR CREEK AE STREAM DISTANCE IN FEET ABOVE MOUTH AF 101P

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