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Master Stormwater Drainage Study
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Basic Principles
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Problem Understanding
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Purpose of Study
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Report Organization
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General
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Supporting Documentation
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Mapping of Existing Conditions
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Cayuga Creek Watershed
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Bergholz Creek Watershed
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Bull Creek Watershed
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Sawyer Creek West Watershed
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Sawyer Creek East Watershed
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Southern Drainage
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Black Creek Watershed
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Storm Culvert Mapping
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Floodplain Mapping
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Field Investigations and General Observations
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General Drainage Patterns Observed
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Watershed Modeling
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Engineering Methods
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Existing Hydrologic and Hydraulic Conditions
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Cayuga Creek (CAA)
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Bergholz Creek (BEA)
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Bull Creek (BUA)
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Sawyer Creek East (SEA) and West (SWA)
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Black Creek (BLA) and Southern Drainage (SD)
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Study Findings and Conclusions
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Cayuga Creek
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Findings
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Conclusions
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Bergholz Creek
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Findings
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Conclusions
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3. Bull Creek
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Findings
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Conclusions
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Sawyer Creek West
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Findings
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Conclusions
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Sawyer Creek East
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Findings
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Conclusions
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Black Creek and Southern Drainage
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Findings
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Conclusions
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Eagle Chase Subdivision
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Findings
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Conclusions
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Thornwoods and Walck Drive Area
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Findings
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Conclusions
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Willow Lake Outfall Assessment
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Findings
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Conclusions
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Moyer Road and Briars Development Assessment
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Findings
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Conclusions
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Non-Structural Recommendations
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Maintenance Recommendations
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Ditch/Creek Maintenance Program
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Maintenance for Major and Minor Tributaries
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Capital Improvement Recommendations
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Culvert Replacement
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Specific Areas of Concern
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Additional Investigations and Studies
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Exhibit A - Overall Watershed Map
Exhibit B - Comprehensive town Watershed Map
Exhibit C - Culvert Map
Figure Index
Figure 1 Bergholz Creek Hydraulic
Figure 2 Bull Creek Hydraulic
Figure 3 Sawyer Creek East Tributary (SEB)
Figure 4 Sawyer Creek East Hydraulic
Figure 5 Sawyer Creek West Hydraulic
Figure 6 Lemke Drive Preliminary Culvert Sizing Channel Cross Section
Figure 7 Errick Road Preliminary Culvert Sizing Channel Cross Section
Figure 8 Proposed Stormwater Management Zones
Figure 9 Cayuga Creek FEMA HEC-RAS Model (Appendix C)
Figure 10 Bergholz Creek FEMA HEC-RAS Model (Appendix C)
Figure 11 Bull Creek FEMA HEC-RAS Model (Appendix C)
Figure 12 Sawyer Creek West FEMA HEC-RAS Model (Appendix C)
Figure 13 Sawyer Creek East FEMA HEC-RAS Model (Appendix C)
Figure 14 Sawyer Creek East Tributary (SEB) HEC-RAS Model (Appendix C)
Table Index
Table 1 NRCS Curve Numbers by Land Cover and Hydrologic Soil Group
Table 2 Wheatfield Land Use and Cover Summary
Table 3 Cayuga Creek Flow Summary
Table 4 Bergholz Creek Flow Summary
Table 5 Bull Creek Flow Summary
Table 6 Sawyer Creek (East and West) Flow Summary
Table 7 Southern Drainage and Black Creek Flow Summary
Table 8 Recommended Culverts to be Replaced
Appendix A Drawings
CI-01 Walck Drive - Thornwood Estates Existing Conditions
CI-02 Sawyer Creek East Tributary Existing Conditions
CI-03 Southern Drainage Existing Conditions
CI-04 Sawyer Creek West Tributary Existing Conditions
CI-05 Eagle Chase Drive Existing Conditions
CI-06 Timberlink Road Existing Conditions
CI-07 Eagle Chase Drive Conceptual Drainage Improvements
CI-08 Walck Drive - Thornwood Estates Conceptual Drainage Improvements
CI-09 Errick and Stieg Road Conceptual Drainage Improvement
CI-10 Wilrose Lake Conceptual Drainage Improvements
CI-11 Southern Drainage Conceptual Drainage Improvements
Appendix B Drainage Computations
Attachment 1 Cayuga Creek
Attachment 2 Bull Creek
Attachment 3 Sawyer Creek East (SEA)
Attachment 4 Sawyer Creek West
Attachment 5 Bergholz Creek Tributary
Attachment 6 Southern Drainage
Attachment 7 Watershed Modle Schematic
Appendix C Stream Models (See Figure Index Above)
Figure 9 Cayuga Creek FEMA HEC-RAS Model
Figure 10 Bergholz Creek FEMA HEC-RAS Model
Figure 11 Bull Creek FEMA HEC-RAS Model
Figure 12 Sawyer Creek West FEMA HEC RAS
Figure 13 Sawyer Creek East FEMA HEC-RAS
Figure 14 Sawyer Creek East Tributary (SEB)
Contact Us
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Paul Siegmann
Highway Superintendent
Jamie Irving
Deputy Superintendent
Highway Department
6860 Ward Road
Wheatfield, NY 14304
Phone: 716-692-3508
Fax: 716-692-3787
Hours
Monday - Friday
7:00 a.m. - 3:30 p.m.
Staff Directory
Contact Us Form