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 361553 Depew, Village of 360236 Newstead, Town of 360251 Alden, Town of 360225 East Aurora, Town of 365335 North Collins, Town of 360252 Alden, Village of 360224 Eden, Town of 360238 North Collins, Village of 360252 Amherst, Town of 360226 Elma, Town of 360239 Orchard Park, Town of 360255 Angola, Village of 360982 Evans, Town of 360240 Orchard Park, Village of 360254 Aurora, Town of 360227 Farnham, Village of 361588 Sardinia, Town of 360256 Blasdell, Village of 361489 Gowanda, Village of 360075 Sloan, Village of 361589 Boston, Town of 360228 Grand Island, Town of 360242 Springville, Village of 360258 Brant, Town of 360229 Hamburg, Town of 360244 Tonawanda, City of 360259 Buffalo, City of 360230 Hamburg, Village of 360243 Tonawanda, Town of 360260 Cheektowaga, Town of 360231 Holland, Town of 360245 Wales, Town of 360261 Clarence, Town of 360232 Lackawanna, City of 360247 West Seneca, Town of 360262 Colden, Town of 360233 Lancaster, Town of 360249 Williamsville, Village of 360263 Collins, Town of 360234 Lancaster, Village of 360248 Concord, Town of 360235 Marilla, Town of 360250 PRELIMINARY: DECEMBER 31, 2009 Federal Emergency Management Agency FLOOD INSURANCE STUDY NUMBER 36029CV002B
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:
TABLE OF CONTENTS Volume 1 1.0 INTRODUCTION 1 1.1 Purpose of Study 1 1.2 Authority and Acknowledgments 1 1.3 Coordination 8 2.0 AREA STUDIED 10 2.1 Scope of Study 10 2.2 Community Description 13 2.3 Principal Flood Problems 13 2.4 Flood Protection Measures 20 3.0 ENGINEERING METHODS 25 3.1 Hydrologic Analyses 25 3.2 Hydraulic Analyses 55 3.3 Vertical Datum 64 4.0 FLOODPLAIN MANAGEMENT APPLICATIONS 66 4.1 Floodplain Boundaries 66 4.2 Floodways 66 5.0 INSURANCE APPLICATIONS 144 6.0 FLOOD INSURANCE RATE MAP 146 7.0 OTHER STUDIES 146 8.0 LOCATION OF DATA 150 9.0 BIBLIOGRAPHY AND REFERENCES 150 i
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 37 38 39 40 41 67 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
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
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
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
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
BACKWATER FROM LAKE ERIE 645 635 625 615 605 595 585 575 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 0 400 800 1200 1600 2000 2400 2800 3200 3600 4000 4400 4800 5200 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)
710 700 690 680 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 670 660 U.S. ROUTE 20 SOUTHWESTERN BOULEVARD ACCESS ROAD 650 640 630 Q R 5200 5600 6000 6400 6800 7200 7600 8000 8400 8800 9200 9600 10000 10400 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE S T U V W X Y Z 02P (ALL JURISDICTION)
760 DISCHARGE CONTAINED IN CULVERTS CULVERT CULVERT 750 740 730 720 710 700 690 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 10400 10800 11200 11600 12000 12400 12800 13200 13600 14000 14400 14800 15200 15600 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE INTERSTATE 90 CORPORATE LIMITS AD AE BROOKWOOD DRIVE AF BERRICKS CREEK 03P (ALL JURISDICTION)
780 770 760 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 15600 16000 16400 16800 17200 17600 18000 18400 18800 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 04P (ALL JURISDICTION)
BACKWATER FROM LAKE ERIE CONFLUENCE WITH LAKE ERIE FOOTBRIDGE FOOTBRIDGE LAKE SHORE ROAD BIG SISTER CREEK 590 580 570 C 560 A B 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 05P
630 620 610 BIG SISTER CREEK 600 590 580 570 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 5500 6000 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE L M N O ERIE ROAD STATE ROUTE 5 06P
635 STATE ROUTE 323 NORTH MAIN STREET BEACH ROAD CORPORATE LIMITS BIG SISTER CREEK 625 615 605 595 P Q R S T U V W X Y 12000 12500 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE Z AA AB 07P
BIG SISTER CREEK 685 675 645 635 625 AH 615 AC AD AE AF AG 18500 19000 19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 08P RAILROAD RAILROAD MILL STREET CONFLUENCE OF AN UNAMED TRIBUTARY TO BIG SISTER CREEK 665 655
675 665 CORPORATE LIMITS U.S. ROUTE 20 BIG SISTER CREEK 655 645 635 625 AI AJ AK AL AM AN AO AP AQ 25000 25500 26000 26500 27000 27500 28000 28500 29000 29500 30000 30500 31000 31500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE AR AS AT 09P
680 INTERSTATE 90 (HIGH LEVEL) BIG SISTER CREEK 670 660 650 640 AU AV AW AX AY AZ BA BB BC BD BE 31500 32000 32500 33000 33500 34000 34500 35000 35500 36000 36500 37000 37500 38000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 10P
700 RYTHER ROAD BIG SISTER CREEK 690 680 670 660 38000 38500 39000 39500 40000 40500 41000 41500 42000 42500 43000 43500 44000 44500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 11P
730 720 VERSAILLES PLANK ROAD PONTIAC ROAD BIG SISTER CREEK 710 700 690 680 44500 45000 45500 46000 46500 47000 47500 48000 48500 49000 49500 50000 50500 51000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE BF BG BH 12P
735 BIG SISTER CREEK 725 715 705 BI BJ BK BL BM BN BO BP 51000 51500 52000 52500 53000 53500 54000 54500 55000 55500 56000 56500 57000 57500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE BQ BR BS 13P
745 BIG SISTER CREEK 735 725 715 BT BU BV BW BX BY BZ CA 57500 58000 58500 59000 59500 60000 60500 61000 61500 62000 62500 63000 63500 64000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE CB 14P
CAIN ROAD LIMIT OF DETAILED STUDY CORPORATE LIMITS BIG SISTER CREEK 745 735 725 CC CD CE CF 64000 64500 65000 65500 66000 66500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE 15P
590 585 580 575 570 565 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 19100 20100 21100 22100 23100 24100 25100 26100 27100 28100 29100 30100 31100 32100 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
WEST PHALENGER ROAD WOLCOTT ROAD PRIVATE DRIVE KENFIELD DRIVE PRIVATE DRIVE PRIVATE DRIVE PRIVATE DRIVE PRIVATE DRIVE WOLCOTT ROAD PRIVATE DRIVE BLACK CREEK 590 585 580 575 * * * 32100 33100 34100 35100 36100 37100 38100 39100 40100 41100 42100 43100 44100 45100 STREAM DISTANCE IN FEET ABOVE CONFLUENCE OF RANSOM CREEK AND TONAWANDA CREEK *DATA NOT AVAILABLE 17P
GOODRICH ROAD SALT ROAD BLACK CREEK 595 590 585 580 575 45100 46100 47100 48100 49100 50100 51100 52100 53100 54100 55100 56100 57100 58100 STREAM DISTANCE IN FEET ABOVE CONFLUENCE OF RANSOM CREEK AND TONAWANDA CREEK *DATA NOT AVAILABLE * * * 18P
BLACK CREEK 595 590 585 580 58100 59100 60100 61100 62100 63100 64100 65100 66100 67100 STREAM DISTANCE IN FEET ABOVE CONFLUENCE OF RANSOM CREEK AND TONAWANDA CREEK *DATA NOT AVAILABLE * * * 19P CORPORATE BERGSHORN LIMIT OF LIMITS ROAD DETAILED STUDY
630 620 610 CONFLUENCE WITH CAYUGA CREEK RAILROAD BUFFALO CREEK 600 590 580 570 560 A B C 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK *DATA NOT AVAILABLE STATE ROUTE 277 (UNION ROAD) D * * * 20P
650 640 BUFFALO CREEK 630 620 610 I 600 * * * E F G H 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK *DATA NOT AVAILABLE 21P
690 680 670 BORDEN ROAD DATA NOT AVAILABLE DOWNSTREAM OF CORPORATE LIMITS FOR THE 0.2%, 2% AND TRANSIT ROAD NORTH BLOSSOM ROAD BLOSSOM DAM BUFFALO CREEK 660 650 640 630 CORPORATE LIMITS J K L M 26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 36000 37000 38000 39000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK *DATA NOT AVAILABLE * 22P
730 720 710 700 690 680 670 WINSPEAR ROAD BRIDGE N 39000 40000 41000 42000 43000 44000 45000 46000 47000 48000 49000 50000 51000 52000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK O *DATA NOT AVAILABLE CONFLUENCE OF BOWEN ROAD POND BROOK BRIDGE * P BUFFALO CREEK 23P
750 740 ELMA DAM GIRDLE ROAD BRIDGE BUFFALO CREEK 730 720 710 700 52000 53000 54000 55000 56000 57000 58000 59000 60000 61000 62000 63000 64000 65000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK *DATA NOT AVAILABLE Q * 24P
795 785 775 BULLIS ROAD OLD BULLIS ROAD BRIDGE BUFFALO CREEK 765 755 745 735 R 65000 66000 67000 68000 69000 70000 71000 72000 73000 74000 75000 76000 77000 78000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK S *DATA NOT AVAILABLE * 25P
850 840 830 820 BUFFALO CREEK 810 800 790 780 770 T JAMISON ROAD BRIDGE 78000 79000 80000 81000 82000 83000 84000 85000 86000 87000 88000 89000 90000 91000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK U *DATA NOT AVAILABLE * 26P
BUFFALO CREEK 850 840 830 820 810 V W X 91000 92000 93000 94000 95000 96000 97000 98000 99000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAYUGA CREEK 27P EAST AURORA PORTERVILLE ROAD BRIDGE LIMIT OF DETAILED STUDY CORPORATE LIMITS
BUFFALO CREEK 915 905 895 885 875 AF 865 Y Z AA AB AC AD AE 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 16000 17000 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
BUFFALO CREEK 940 930 920 910 900 AL AM 890 AG AH AI AJ AK 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 27000 28000 29000 30000 STREAM DISTANCE IN FEET ABOVE CORPORATE LIMITS 29P MERLAU ROAD COUNTY ROAD 386 DAM
BUFFALO CREEK 955 945 935 925 915 AR 905 AN AO AP AQ 30000 31000 32000 33000 34000 35000 36000 37000 38000 39000 40000 41000 42000 43000 STREAM DISTANCE IN FEET ABOVE CORPORATE LIMITS 30P EAST CREEK ROAD COUNTY ROAD 387 WHALES CREEK ROAD COUNTY ROAD 540
BUFFALO CREEK 955 945 935 925 AS AT 43000 44000 45000 46000 STREAM DISTANCE IN FEET ABOVE CORPORATE LIMITS 31P LIMIT OF DETAILED STUDY
BACKWATER FROM LAKE ERIE 600 590 580 CONFLUENCE WITH LAKE ERIE T.O.R. = 683.5 L.C. = 676.5 BUFFALO RIVER 570 560 BUFFALO SKYWAY MICHIGAN STREET 550 D 540 * * * A B C 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE 32P
BACKWATER FROM LAKE ERIE 600 590 580 BUFFALO RIVER 570 560 OHIO STREET 550 G 540 * * * E F 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE 33P
BACKWATER FROM LAKE ERIE 600 590 580 BUFFALO RIVER 570 560 RAILROAD 550 540 * * * H I 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE 34P
610 BACKWATER FROM LAKE ERIE T.O.R. = 611.5 L.C. = 605.5 600 590 580 RAILROAD RAILROAD RAILROAD BUFFALO RIVER 570 560 SOUTH PARK AVENUE 550 L 540 * * * J K 19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 26000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE 35P
600 590 580 570 560 RAILROAD CONFLUENCE OF CAZENOVIA CREEK SENECA STREET BUFFALO RIVER 550 540 M N O 26000 26500 27000 27500 28000 28500 29000 29500 30000 30500 31000 31500 32000 32500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE BAILEY AVENUE P * * * 36P
600 RAILROAD SOUTH OGDEN STREET CORPORATE LIMITS BUFFALO RIVER 590 580 570 S 560 * 550 * * Q R 32500 33000 33500 34000 34500 35000 35500 36000 36500 37000 37500 38000 38500 39000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH LAKE ERIE *DATA NOT AVAILABLE 37P
BUFFALO RIVER 610 600 590 580 570 560 T U V 39000 39500 40000 40500 41000 41500 42000 42500 43000 43500 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
740 730 720 710 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 700 690 A B C D E F G 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH EIGHTEENMILE CREEK H I J K L 39P
BUTTERMILK FALLS CREEK 750 740 730 720 M N O P Q 6500 7000 7500 8000 8500 9000 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
CATTARAUGUS CREEK 775 T.O.R. = 780 770 765 760 755 750 745 J K L 740 735 B C A D E F G H I 730 88000 88500 89000 89500 90000 90500 91000 91500 92000 92500 93000 93500 94000 94500 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
CATTARAUGUS CREEK 800 795 790 785 780 775 770 765 760 M N O P Q R S T U 755 94500 95000 95500 96000 96500 97000 97500 98000 98500 99000 99500 100000 STREAM DISTANCE IN FEET ABOVE MOUTH 42P LIMIT OF DETAILED STUDY
BACKWATER FROM BUFFALO RIVER 610 600 CONFLUENCE WITH BUFFALO RIVER CLINTON STREET CAYUGA CREEK 590 580 570 A B C D E 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER F G 43P
610 600 CONFLUENCE OF SLATE BOTTOM CREEK CAYUGA CREEK 590 580 570 H I 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER J K 44P
620 610 UNION ROAD CAYUGA CREEK 600 590 580 570 L M N O 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER P 45P
620 CAYUGA CREEK 610 600 590 Q R S T 19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 26000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER U 46P
640 630 COMO PARK BOULEVARD ROWLEY ROAD CAYUGA CREEK 620 610 600 590 V W X Y Z AA AB 26000 26500 27000 27500 28000 28500 29000 29500 30000 30500 31000 31500 32000 32500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER AC AD AE 47P
650 640 RAILROAD BORDEN ROAD CAYUGA CREEK 630 620 610 600 AF AG AH AI AJ 32500 33000 33500 34000 34500 35000 35500 36000 36500 37000 37500 38000 38500 39000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER AK AL AM 48P
660 650 TRANSIT ROAD CAYUGA CREEK 640 630 620 AN AO AP AQ AR 39000 39500 40000 40500 41000 41500 42000 42500 43000 43500 44000 44500 45000 45500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER AS AT 49P
670 660 PENORA STREET BROADWAY STREET CONFLUENCE OF PLUM BOTTOM CREEK AURORA STREET CAYUGA CREEK 650 640 630 620 AU AV AW AX AY 45500 46000 46500 47000 47500 48000 48500 49000 49500 50000 50500 51000 51500 52000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER AZ BA 50P
680 BROADWAY STREET LAKE AVENUE DAM UNNAMED ROAD UNNAMED ROAD UNNAMED ROAD CAYUGA CREEK 670 660 650 640 BB BC BD BE 52000 52500 53000 53500 54000 54500 55000 55500 56000 56500 57000 57500 58000 58500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER BF BG 51P
700 690 SPILLWAY SPILLWAY BOWEN ROAD CAYUGA CREEK 680 670 660 BH BI BJ BK BL 58500 59000 59500 60000 60500 61000 61500 62000 62500 63000 63500 64000 64500 65000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER BM BN CONFLUENCE OF LITTLE BUFFALO CREEK 52P
710 GOLF COURSE PATH CONFLUENCE OF UNNAMED TRIBUTARY GOLF COURSE PATH DAM CAYUGA CREEK 700 690 680 670 BO BP BQ BR BS BT 65000 65500 66000 66500 67000 67500 68000 68500 69000 69500 70000 70500 71000 71500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER BU BV 53P
720 GOLF COURSE PATH SCHWARTZ ROAD CONFLUENCE OF UNNAMED TRIBUTARY CONFLUENCE OF UNNAMED TRIBUTARY CAYUGA CREEK 710 700 690 680 BW BX BY BZ 71500 72000 72500 73000 73500 74000 74500 75000 75500 76000 76500 77000 77500 78000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER CA CONFLUENCE OF UNNAMED TRIBUTARY CB CC CD 54P
740 RANSOM ROAD CAYUGA CREEK 730 720 710 700 CE CF CG CH 78000 78500 79000 79500 80000 80500 81000 81500 82000 82500 83000 83500 84000 84500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER CI CJ CK CL 55P
760 750 CONFLUENCE OF UNNAMED TRIBUTARY CONFLUENCE OF UNNAMED TRIBUTARY CONFLUENCE OF UNNAMED TRIBUTARY CORPORATE LIMITS TOWN LINE ROAD CAYUGA CREEK 740 730 720 CM CN CO CP CQ 84500 85000 85500 86000 86500 87000 87500 88000 88500 89000 89500 90000 90500 91000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER CR CS 56P
780 770 CAYUGA CREEK 760 750 740 CT CU CV 91000 91500 92000 92500 93000 93500 94000 94500 95000 95500 96000 96500 97000 97500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER CW CX 57P
800 TWO ROD ROAD FOUR ROD ROAD CAYUGA CREEK 790 780 770 760 750 CY CZ DA DB DC 740 97500 98000 98500 99000 99500 100000 100500 101000 101500 102000 102500 103000 103500 104000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER DD DE 58P
830 820 THREE ROD ROAD CAYUGA CREEK 810 800 790 780 770 DF DG DH 760 104000 104500 105000 105500 106000 106500 107000 107500 108000 108500 109000 109500 110000 110500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER DI DJ DK 59P
850 840 CORPORATE LIMITS CAYUGA CREEK 830 820 810 DL DM 110500 111000 111500 112000 112500 113000 113500 114000 114500 115000 115500 116000 116500 117000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER DN 60P
890 880 CLINTON STREET STATE ROUTE 354 CLINTON STREET DAM CAYUGA CREEK 870 860 850 840 830 DO DP DQ 820 117000 117500 118000 118500 119000 119500 120000 120500 121000 121500 122000 122500 123000 123500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER 61P
900 COUNTY BOUNDARY CAYUGA CREEK 890 880 870 DR 123500 124000 124500 125000 125500 126000 126500 127000 127500 DS LIMIT OF DETAILED STUDY STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH BUFFALO RIVER 62P
BACKWATER FROM BUFFALO RIVER 600 CONFLUENCE WITH BUFFALO RIVER BAILEY AVENUE (ROUTE 62) SOUTHSIDE PARKWAY STEVENSON STREET CAZENOVIA STREET CAZENOVIA CREEK 590 580 570 560 A B C D E F G H I J K L M 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK N O P Q R 63P
CAZENOVIA CREEK 610 DATA NOT AVAILABLE BETWEEN CROSS SECTION AF AND TRANSIT ROAD FOR THE 0.2%, 2% AND 600 590 580 AE AF AG 570 X S T U V W Y Z AA AB AC AD 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 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)
620 STATE ROUTE 240 (ORCHARD PARK ROAD) RAILROAD RAILROAD ABANDONED CONFLUENCE OF EBENEZER BROOK CAZENOVIA CREEK 610 600 590 580 AH AI AJ 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK *DATA NOT AVAILABLE * * * 65P
RIDGE ROAD CAZENOVIA CREEK 630 620 610 600 AK AL 19500 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 26000 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK *DATA NOT AVAILABLE * * * 66P
650 STATE ROUTE 277 (UNION ROAD) MILL ROAD CAZENOVIA CREEK 640 630 620 610 AM 26000 26500 27000 27500 28000 28500 29000 29500 30000 30500 31000 31500 32000 32500 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK AN *DATA NOT AVAILABLE AO * * * 67P
660 CAZENOVIA CREEK 650 640 630 620 AP 32500 33000 33500 34000 34500 35000 35500 36000 36500 37000 37500 38000 38500 39000 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK *DATA NOT AVAILABLE AQ * * * 68P
LEYDECKER ROAD CAZENOVIA CREEK 670 660 650 640 AR AS AT 39000 39500 40000 40500 41000 41500 42000 42500 43000 43500 44000 44500 45000 45500 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK *DATA NOT AVAILABLE * * * 69P
TOR=755.5 LC=735.6 TRANSIT ROAD CAZENOVIA CREEK 700 690 680 670 660 DATA NOT AVAILABLE BETWEEN CROSS SECTION AF AND TRANSIT ROAD FOR THE 0.2%, 2% AND 10% ANNUAL CHANCE AU 650 45500 46000 46500 47000 47500 48000 48500 49000 49500 50000 50500 51000 51500 52000 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK CORPORATE LIMITS 70P
730 NORTHRUP DRIVE CAZENOVIA CREEK 720 710 700 690 680 670 52000 52500 53000 53500 54000 54500 55000 55500 56000 56500 57000 57500 58000 58500 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK AV 71P
750 CAZENOVIA CREEK 740 730 720 710 AW 58500 59000 59500 60000 60500 61000 61500 62000 62500 63000 63500 64000 64500 65000 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK 72P
770 CAZENOVIA CREEK 760 750 740 730 AX 65000 65500 66000 66500 67000 67500 68000 68500 69000 69500 70000 70500 71000 71500 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK AY 73P
CAZENOVIA CREEK 780 770 760 750 740 71500 72000 72500 73000 73500 74000 74500 75000 75500 76000 76500 STREAM DISTANCE IN FEET IN FEET ABOVE CONFLUENCE WITH BUFFALO CREEK 74P LIMIT OF DETAILED STUDY CORPORATE LIMITS
840 830 820 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 810 800 A B C 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH 75P
MILL ROAD 870 860 850 840 MILL ROAD DAM (BREACHED) CONFLUENCE OF TANNERY BROOK CAZENOVIA CREEK EAST BRANCH 830 820 6500 7000 7500 8000 8500 9000 9500 10000 10500 11000 11500 12000 12500 13000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH * DATA NOT AVAILABLE * * 76P
890 880 870 CENTER STREET DAM CORPORATE LIMITS CENTER STREET ROUTE 12 CORPORATE LIMITS CORPORATE LIMITS CAZENOVIA CREEK EAST BRANCH 860 850 DATA NOT AVAILABLE DOWNSTREAM OF CORPORATE LIMITS FOR THE 0.2% AND D 13000 13500 14000 14500 15000 15500 16000 16500 17000 17500 18000 18500 19000 19500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH E F 77P
890 880 870 CAZENOVIA CREEK EAST BRANCH 860 850 19500 G 20000 20500 21000 21500 22000 22500 23000 23500 24000 24500 25000 25500 26000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH 78P
890 880 SWEET ROAD CAZENOVIA CREEK EAST BRANCH 870 860 H I J 26000 26500 27000 27500 28000 28500 29000 29500 30000 30500 31000 31500 32000 32500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH 79P
900 890 880 ROUTE 400 SOUTHBOUND ROUTE 400 NORTHBOUND BLAKELY CORNERS ROAD CAZENOVIA CREEK EAST BRANCH 870 860 K L 32500 33000 33500 34000 34500 35000 35500 36000 36500 37000 37500 38000 38500 39000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH M 80P
910 900 ROUTE 400 NORTHBOUND ROUTE 400 SOUTHBOUND CAZENOVIA CREEK EAST BRANCH 890 880 N O P 39000 39500 40000 40500 41000 41500 42000 42500 43000 43500 44000 44500 45000 45500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH 81P
930 920 910 900 890 EMERY ROAD ROUTE 67 DARLING ROAD ROUTE 379 Q R S 45500 46000 46500 47000 47500 48000 48500 49000 49500 CORPORATE LIMITS STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK WEST BRANCH T OLEAN ROAD (STATE ROUTE 16) 50000 50500 51000 51500 52000 U CAZENOVIA CREEK EAST BRANCH 82P
980 970 960 950 940 CORPORATE LIMITS ROUTE 16 (OLEAN ROAD) EAST BRANCH CAZENOVIA CREEK 930 920 V 52000 52500 53000 53500 54000 54500 55000 55500 56000 56500 57000 57500 58000 58500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK W X 83P
990 980 970 960 ROUTE 16 (OLEAN ROAD) EAST BRANCH CAZENOVIA CREEK 950 940 58500 Y 59000 59500 60000 60500 61000 61500 62000 62500 63000 63500 64000 64500 65000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK Z AA 84P
1020 1010 1000 990 EAST BRANCH CAZENOVIA CREEK 980 970 AB AC AD 65000 65500 66000 66500 67000 67500 68000 68500 69000 69500 70000 70500 71000 71500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK AE 85P
1050 1040 1030 1020 NORTH CANADA STREET HIGHWAY 396 (EXTENDED) EAST BRANCH CAZENOVIA CREEK 1010 1000 71500 AF AG AH 72000 72500 73000 73500 74000 74500 75000 75500 76000 76500 77000 77500 78000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK AI 86P
1100 1090 1080 1070 1060 1050 1040 1030 AJ ROUTE 16 78000 78500 79000 79500 80000 80500 81000 81500 82000 82500 83000 83500 84000 84500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK AK AL GLENWOOD HOLLAND ROAD (APPROXIMATE LOCATION) AM EAST BRANCH CAZENOVIA CREEK 87P
EAST BRANCH CAZENOVIA CREEK 1120 1110 1100 1090 1080 1070 AN AO AP 84500 85000 85500 86000 86500 87000 87500 88000 88500 89000 89500 90000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK 88P LIMIT OF DETAILED STUDY
LIMIT OF DETAILED STUDY CAZENOVIA CREEK WEST BRANCH 840 830 820 810 800 790 C A B 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK 6000 89P LIMIT OF DETAILED STUDY BIG TREE ROAD ROUTE 20A CONFLUENCE OF CAZENOVIA CREEK EAST BRANCH JEWETT HOLMWOOD ROAD
CAZENOVIA CREEK WEST BRANCH 980 970 960 950 940 H 930 920 D E F G 34000 34500 35000 35500 36000 36500 37000 37500 38000 38500 39000 39500 40000 40500 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
1000 990 980 CAZENOVIA CREEK WEST BRANCH 970 960 I J K 40500 41000 41500 42000 42500 43000 43500 44000 44500 45000 45500 46000 46500 47000 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK L 91P
1030 1020 1010 1000 CAZENOVIA CREEK WEST BRANCH 990 980 M 47075 47575 48075 48575 49075 49575 50075 50575 51075 51575 52075 52575 53075 53575 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK N O 92P
1090 TOR = 1077 LC = 1066.8 HEATH ROAD STATE ROUTE 240 1080 1070 1060 1050 STATE ROUTE 240 CAZENOVIA CREEK WEST BRANCH 1040 1030 1020 P 1010 53575 54075 54575 55075 55575 56075 56575 57075 57575 58075 58575 59075 59575 60075 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK Q R S T 93P
1120 1110 1100 1090 CHESSIE SYSTEM (RAILROAD) CAZENOVIA CREEK WEST BRANCH 1080 1070 U 60075 60575 61075 61575 62075 62575 63075 63575 64075 64575 65075 65575 66075 66575 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK V W 94P
1160 1150 1140 1130 FARM BRIDGE CAZENOVIA CREEK WEST BRANCH 1120 1110 1100 X Y 66575 67075 67575 68075 68575 69075 69575 70075 70575 71075 71575 72075 72575 73075 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK Z 95P
CAZENOVIA CREEK WEST BRANCH 1200 1190 1180 1170 1160 1150 AA AB AC AD 73075 73575 74075 74575 75075 75575 76075 76575 77075 77575 78075 78575 STREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH CAZENOVIA CREEK 96P MURRAY HILL ROAD LIMIT OF DETAILED STUDY
810 800 790 780 770 760 TAYLOR HOLLOW ROAD U.S. HIGHWAY 62 U.S. HIGHWAY 62 CLEAR CREEK 750 J K 740 730 A B C D E F G H I 37000 38000 39000 40000 41000 42000 43000 44000 45000 46000 47000 48000 STREAM DISTANCE IN FEET ABOVE MOUTH 97P
860 850 840 U.S. HIGHWAY 62 RAILROAD (APPROXIMATE LOCATION) CLEAR CREEK 830 820 810 800 790 L M N O P 48000 49000 50000 51000 52000 53000 54000 55000 56000 57000 STREAM DISTANCE IN FEET ABOVE MOUTH 98P
930 920 910 900 BAGDAD ROAD CLEAR CREEK 890 880 870 860 850 Q R S T U V 840 57000 58000 59000 60000 61000 62000 63000 64000 65000 66000 67000 68000 69000 STREAM DISTANCE IN FEET ABOVE MOUTH W 99P
1000 990 980 970 JENNINGS ROAD CLEAR CREEK 960 950 940 930 920 X Y Z AA AB AC 910 69000 70000 71000 72000 73000 74000 75000 76000 77000 78000 79000 80000 81000 82000 STREAM DISTANCE IN FEET ABOVE MOUTH AD 100P
1070 1060 1050 CLEAR CREEK 1040 1030 1020 1010 1000 AE 990 81000 81500 82000 82500 83000 83500 84000 84500 85000 85500 86000 86500 87000 STREAM DISTANCE IN FEET ABOVE MOUTH AF 101P
CLEAR CREEK 1140 1130 1120 1110 1100 1090 1080 AK 1070 1060 AG AH AI AJ 1050 87000 87500 88000 88500 89000 89500 90000 90500 91000 91500 92000 92500 93000 STREAM DISTANCE IN FEET ABOVE MOUTH 102P SCHOOL STREET COLLINS CENTER ZOAR ROAD KONERT ROAD LIMIT OF DETAILED STUDY