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HomeMy WebLinkAboutStormwater Design GuidelinesSECTION M APPENDIX B — REGION'S WATERSHEDS Table B-1 Detention Requirements by Watershed and Watershed Reach Reference Section II, Paragraph B, page 2 of 18 Watershed Channel Reach Detention For Flood Name From To Control Carter Creek SH 6 Not Required Alum Creek SH 6 Upstream Required Carter Creek Texas Avenue Not Required Bee Creek Texas Avenue Southwest Parkway, Welsh, Deacon Evaluate Southwest Parkway, Welsh Deacon Upstream Required Carter Creek Quail Hollow, SH 6 Not Required Briar Creek Quail Hollow, SH 6 E. Villa Maria Evaluate E. Villa Maria Upstream Required Wickson Creek Cole Lane Not Required Brushy Creek Cole Lane Elmo Weedon Road Evaluate Elmo Weedon Road Upstream Required Carter Creek E. 29 Street Not Required Burton Creek E. 29 Street E. Villa Maria Evaluate E. Villa Maria Upstream Required Carters Creek I Navasota River Upstream Evaluate Cottonwood Burton Creek FM 2818 Evaluate Branch FM 2818 Upstream Required Carter Creek Boonville Road Not Required Hudson Creek Boonville Road Miramont Evaluate Miramont Upstream Required Navasota River Greens Prairie Road Not Required Lick Creek I Greens Prairie Road SH 6 Evaluate SH 6 Upstream Evaluate Little Wikson Wickson Creek Dilly Shaw Tap Road Evaluate Creek Dilly Shaw Tap Road Upstream Required Navasota River Peach Creek Road Not Required Peach Creek Road Upstream 14,000 feet Evaluate Peach Creek 14,000 ft. above Peach Creek Upstream Required Lick Creek SH 6 Evaluate Spring Creek SH 6 Upstream Required STORMWATER DESIGN GUIDELINES Pagel of24 APPENDIX B: REGION'S WATERSHEDS Effective February 2007 As Revised February 2009 SECTION M APPENDIX B — REGION'S WATERSHEDS oir / Ix llx� i' ) .��✓�; ate, �., , r� 51 i .*RS o �.0 TA- � C / •cep ` ade � � No ton 1 tN n gym\ R Fe et 0 2,500 5200 10,400 Figure B-3: Bee Creek Watershed Area STORMWATER DESIGN GUIDELINES Page 6 of24 APPENDIX B: REGION'S WATERSHEDS Effective February 2007 As Revised February 2009