8017 lines
277 KiB
HTML
8017 lines
277 KiB
HTML
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<title>high hazzard triad dams with no eap - Google Fusion Tables</title>
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<body><table cellpadding="0" cellspacing="0"><tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
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<b>STATE_ID:</b> ALAMA-012<br>
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<b>NID_ID:</b> NC00742<br>
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<b>Dam Name:</b> Timber Ridge Lake Dam<br>
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<b>OTHER_DAM_NAMES:</b> <br>
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<b>EAP:</b> N<br>
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<b>EAP_DATE:</b> <br>
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<b>PHASE_1_REPORT:</b> N<br>
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<b>DAM_STATUS:</b> IMPOUNDING<br>
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<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
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<b>HAZARD_DATE:</b> 12/31/1899<br>
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<b>COUNTY:</b> Alamance<br>
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<b>REGION:</b> WSRO<br>
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<b>QUADRANGLE_NAME:</b> Kimesville<br>
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<b>LATITUDE:</b> 35.91<br>
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<b>LONGITUDE:</b> -79.517<br>
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<b>RIVER_STREAM:</b> Poppaw Creek<br>
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<b>RIVER_BASIN:</b> Cape Fear<br>
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<b>NEAREST_TOWN:</b> Saxapahaw<br>
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<b>DISTANCE_TO_NEAREST_TOWN:</b> 22<br>
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<b>DAM_TYPE:</b> RE<br>
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<b>DAM_PURPOSE:</b> R<br>
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<b>YEAR CONSTRUCTED:</b> 1955<br>
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<b>CONSTRUCTED_BY:</b> <br>
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<b>TYPE_MODIFY_REPAIR:</b> <br>
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<b>MODIFY_REPAIR_YEAR:</b> <br>
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<b>STRUCTURAL_HEIGHT:</b> 22.0<br>
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<b>NORMAL_FREEBOARD:</b> 2.0<br>
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<b>HYDRAULIC_HEIGHT:</b> 20.0<br>
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<b>CREST_LENGTH:</b> 975<br>
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<b>CREST_WIDTH:</b> 12<br>
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<b>UPSTREAM_SLOPE:</b> <br>
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<b>DOWNSTREAM_SLOPE:</b> <br>
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<b>BOTTOM_DRAIN:</b> Y<br>
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<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
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<b>NORMAL POOL ELEV.:</b> 674.0<br>
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<b>DRAINAGE_AREA(Ac):</b> 966<br>
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<b>SURFACE_AREA(Ac):</b> 30.0<br>
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<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 240<br>
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<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 288<br>
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<b>MAX_DISCHARGE_CFS:</b> 165<br>
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<b>MINIMUM_RELEASE_CFS:</b> <br>
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<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
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<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
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<b>INSPECTORS:</b> White, Sue<br>
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<b>CONDITION ASSESSMENT:</b> Poor<br>
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<b>LAST_INSPECTION_DATE:</b> 12/09/2015<br>
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<b>NEXT_INSPECTION_DATE:</b> 12/09/2016<br>
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<b>NOD_DATE:</b> <br>
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<b>NOD_DEADLINE_DATE:</b> <br>
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<b>NOD_RESOLVED:</b>
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</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
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<b>STATE_ID:</b> ALAMA-013<br>
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<b>NID_ID:</b> NC00745<br>
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<b>Dam Name:</b> Snouffer Lake Dam<br>
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<b>OTHER_DAM_NAMES:</b> Snoffer Lake Dam<br>
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<b>EAP:</b> N<br>
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<b>EAP_DATE:</b> <br>
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<b>PHASE_1_REPORT:</b> Y<br>
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<b>DAM_STATUS:</b> IMPOUNDING<br>
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<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
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<b>HAZARD_DATE:</b> 12/31/1899<br>
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<b>COUNTY:</b> Alamance<br>
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<b>REGION:</b> WSRO<br>
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<b>QUADRANGLE_NAME:</b> Burlington<br>
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<b>LATITUDE:</b> 36.081<br>
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<b>LONGITUDE:</b> -79.415<br>
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<b>RIVER_STREAM:</b> Bowden Branch<br>
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<b>RIVER_BASIN:</b> Cape Fear<br>
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<b>NEAREST_TOWN:</b> Burlington<br>
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<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
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<b>DAM_TYPE:</b> RE<br>
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<b>DAM_PURPOSE:</b> R<br>
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<b>YEAR CONSTRUCTED:</b> 1950<br>
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<b>CONSTRUCTED_BY:</b> <br>
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<b>TYPE_MODIFY_REPAIR:</b> <br>
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<b>MODIFY_REPAIR_YEAR:</b> <br>
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<b>STRUCTURAL_HEIGHT:</b> 18.0<br>
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<b>NORMAL_FREEBOARD:</b> 3.5<br>
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<b>HYDRAULIC_HEIGHT:</b> 14.5<br>
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<b>CREST_LENGTH:</b> 470<br>
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<b>CREST_WIDTH:</b> 10<br>
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<b>UPSTREAM_SLOPE:</b> 2.0<br>
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<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
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<b>BOTTOM_DRAIN:</b> N<br>
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<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
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<b>NORMAL POOL ELEV.:</b> 620.0<br>
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<b>DRAINAGE_AREA(Ac):</b> 117<br>
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<b>SURFACE_AREA(Ac):</b> 9.6<br>
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<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 43<br>
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<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 96<br>
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<b>MAX_DISCHARGE_CFS:</b> 77<br>
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<b>MINIMUM_RELEASE_CFS:</b> <br>
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<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
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<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
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<b>INSPECTORS:</b> Swaim, Ryan<br>
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<b>CONDITION ASSESSMENT:</b> Poor<br>
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<b>LAST_INSPECTION_DATE:</b> 12/13/2011<br>
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<b>NEXT_INSPECTION_DATE:</b> 12/12/2021<br>
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<b>NOD_DATE:</b> <br>
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<b>NOD_DEADLINE_DATE:</b> <br>
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<b>NOD_RESOLVED:</b>
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</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
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<b>STATE_ID:</b> ALAMA-029<br>
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<b>NID_ID:</b> NC01732<br>
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<b>Dam Name:</b> Tredmont Lake Dam<br>
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<b>OTHER_DAM_NAMES:</b> <br>
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<b>EAP:</b> N<br>
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<b>EAP_DATE:</b> <br>
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<b>PHASE_1_REPORT:</b> N<br>
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<b>DAM_STATUS:</b> IMPOUNDING<br>
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<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
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<b>HAZARD_DATE:</b> 11/21/2014<br>
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<b>COUNTY:</b> Alamance<br>
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<b>REGION:</b> WSRO<br>
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<b>QUADRANGLE_NAME:</b> Crutchfield Crossroads<br>
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<b>LATITUDE:</b> 35.86139<br>
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<b>LONGITUDE:</b> -79.39972<br>
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<b>RIVER_STREAM:</b> Pine Hill Branch-Tr<br>
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<b>RIVER_BASIN:</b> Cape Fear<br>
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<b>NEAREST_TOWN:</b> <br>
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<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
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<b>DAM_TYPE:</b> RE<br>
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<b>DAM_PURPOSE:</b> R<br>
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<b>YEAR CONSTRUCTED:</b> <br>
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<b>CONSTRUCTED_BY:</b> <br>
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<b>TYPE_MODIFY_REPAIR:</b> <br>
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<b>MODIFY_REPAIR_YEAR:</b> <br>
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<b>STRUCTURAL_HEIGHT:</b> 41.0<br>
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<b>NORMAL_FREEBOARD:</b> 6.0<br>
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<b>HYDRAULIC_HEIGHT:</b> 35.0<br>
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<b>CREST_LENGTH:</b> 780<br>
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<b>CREST_WIDTH:</b> 52<br>
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<b>UPSTREAM_SLOPE:</b> <br>
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<b>DOWNSTREAM_SLOPE:</b> <br>
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<b>BOTTOM_DRAIN:</b> U<br>
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<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
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<b>NORMAL POOL ELEV.:</b> <br>
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<b>DRAINAGE_AREA(Ac):</b> <br>
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<b>SURFACE_AREA(Ac):</b> 20.0<br>
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<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 280<br>
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<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 331<br>
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<b>MAX_DISCHARGE_CFS:</b> <br>
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<b>MINIMUM_RELEASE_CFS:</b> <br>
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<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
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<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
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<b>INSPECTORS:</b> White, Sue<br>
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<b>CONDITION ASSESSMENT:</b> Poor<br>
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<b>LAST_INSPECTION_DATE:</b> 12/09/2015<br>
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<b>NEXT_INSPECTION_DATE:</b> 12/09/2016<br>
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<b>NOD_DATE:</b> <br>
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<b>NOD_DEADLINE_DATE:</b> <br>
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<b>NOD_RESOLVED:</b>
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</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
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<b>STATE_ID:</b> ALAMA-038<br>
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<b>NID_ID:</b> NC01740<br>
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<b>Dam Name:</b> Capps Dam<br>
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<b>OTHER_DAM_NAMES:</b> <br>
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<b>EAP:</b> N<br>
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<b>EAP_DATE:</b> <br>
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<b>PHASE_1_REPORT:</b> N<br>
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<b>DAM_STATUS:</b> IMPOUNDING<br>
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<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
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<b>HAZARD_DATE:</b> 12/31/1899<br>
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<b>COUNTY:</b> Alamance<br>
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<b>REGION:</b> WSRO<br>
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<b>QUADRANGLE_NAME:</b> Burlington<br>
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<b>LATITUDE:</b> 36.042<br>
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<b>LONGITUDE:</b> -79.445<br>
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<b>RIVER_STREAM:</b> Big Alamance Creek-Tr<br>
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<b>RIVER_BASIN:</b> Cape Fear<br>
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<b>NEAREST_TOWN:</b> Bellemont<br>
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<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
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<b>DAM_TYPE:</b> RE<br>
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<b>DAM_PURPOSE:</b> R<br>
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<b>YEAR CONSTRUCTED:</b> <br>
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<b>CONSTRUCTED_BY:</b> <br>
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<b>TYPE_MODIFY_REPAIR:</b> <br>
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<b>MODIFY_REPAIR_YEAR:</b> <br>
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<b>STRUCTURAL_HEIGHT:</b> 24.4<br>
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<b>NORMAL_FREEBOARD:</b> 3.4<br>
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<b>HYDRAULIC_HEIGHT:</b> 21.0<br>
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<b>CREST_LENGTH:</b> 386<br>
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<b>CREST_WIDTH:</b> 16<br>
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<b>UPSTREAM_SLOPE:</b> <br>
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<b>DOWNSTREAM_SLOPE:</b> <br>
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<b>BOTTOM_DRAIN:</b> Y<br>
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<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
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<b>NORMAL POOL ELEV.:</b> 550.0<br>
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<b>DRAINAGE_AREA(Ac):</b> 64<br>
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<b>SURFACE_AREA(Ac):</b> 5.3<br>
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<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 44<br>
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<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 52<br>
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<b>MAX_DISCHARGE_CFS:</b> <br>
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<b>MINIMUM_RELEASE_CFS:</b> <br>
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<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
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<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
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<b>INSPECTORS:</b> White, Sue<br>
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<b>CONDITION ASSESSMENT:</b> Unsatisfactory<br>
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<b>LAST_INSPECTION_DATE:</b> 11/23/2015<br>
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<b>NEXT_INSPECTION_DATE:</b> 11/23/2016<br>
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<b>NOD_DATE:</b> 12/14/2011<br>
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<b>NOD_DEADLINE_DATE:</b> 03/31/2012<br>
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<b>NOD_RESOLVED:</b> N
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</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
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<b>STATE_ID:</b> ALAMA-090<br>
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<b>NID_ID:</b> NC05203<br>
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<b>Dam Name:</b> Somerton Lake Dam<br>
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<b>OTHER_DAM_NAMES:</b> <br>
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<b>EAP:</b> N<br>
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<b>EAP_DATE:</b> <br>
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<b>PHASE_1_REPORT:</b> N<br>
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<b>DAM_STATUS:</b> IMPOUNDING<br>
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<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
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<b>HAZARD_DATE:</b> 01/27/2006<br>
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<b>COUNTY:</b> Alamance<br>
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<b>REGION:</b> WSRO<br>
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<b>QUADRANGLE_NAME:</b> Gibsonville<br>
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<b>LATITUDE:</b> 36.08194<br>
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<b>LONGITUDE:</b> -79.50972<br>
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<b>RIVER_STREAM:</b> Gum Creek-Tr<br>
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<b>RIVER_BASIN:</b> Cape Fear<br>
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<b>NEAREST_TOWN:</b> Burlington<br>
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<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
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<b>DAM_TYPE:</b> RE<br>
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<b>DAM_PURPOSE:</b> R<br>
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<b>YEAR CONSTRUCTED:</b> <br>
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<b>CONSTRUCTED_BY:</b> <br>
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<b>TYPE_MODIFY_REPAIR:</b> <br>
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<b>MODIFY_REPAIR_YEAR:</b> <br>
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<b>STRUCTURAL_HEIGHT:</b> 9.6<br>
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<b>NORMAL_FREEBOARD:</b> 4.4<br>
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<b>HYDRAULIC_HEIGHT:</b> 5.2<br>
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<b>CREST_LENGTH:</b> 330<br>
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<b>CREST_WIDTH:</b> 10<br>
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<b>UPSTREAM_SLOPE:</b> 2.0<br>
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<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
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<b>BOTTOM_DRAIN:</b> N<br>
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<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
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<b>NORMAL POOL ELEV.:</b> 635.0<br>
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<b>DRAINAGE_AREA(Ac):</b> <br>
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<b>SURFACE_AREA(Ac):</b> 1.0<br>
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<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 16<br>
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<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 47<br>
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<b>MAX_DISCHARGE_CFS:</b> <br>
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<b>MINIMUM_RELEASE_CFS:</b> <br>
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<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
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<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
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<b>INSPECTORS:</b> White, Sue<br>
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<b>CONDITION ASSESSMENT:</b> Poor<br>
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<b>LAST_INSPECTION_DATE:</b> 10/27/2015<br>
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<b>NEXT_INSPECTION_DATE:</b> 10/27/2016<br>
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<b>NOD_DATE:</b> <br>
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<b>NOD_DEADLINE_DATE:</b> <br>
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<b>NOD_RESOLVED:</b>
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</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
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<b>STATE_ID:</b> ALAMA-092<br>
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<b>NID_ID:</b> NC05541<br>
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<b>Dam Name:</b> Hudgins Dam<br>
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<b>OTHER_DAM_NAMES:</b> <br>
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<b>EAP:</b> N<br>
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<b>EAP_DATE:</b> <br>
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<b>PHASE_1_REPORT:</b> N<br>
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<b>DAM_STATUS:</b> DRAINED<br>
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<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
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<b>HAZARD_DATE:</b> 12/31/1899<br>
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<b>COUNTY:</b> Alamance<br>
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<b>REGION:</b> WSRO<br>
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<b>QUADRANGLE_NAME:</b> Burlington<br>
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<b>LATITUDE:</b> 36.0711<br>
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<b>LONGITUDE:</b> -79.4467<br>
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<b>RIVER_STREAM:</b> Little Alamance Creek-Tr<br>
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<b>RIVER_BASIN:</b> Cape Fear<br>
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<b>NEAREST_TOWN:</b> <br>
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<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
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<b>DAM_TYPE:</b> RE<br>
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<b>DAM_PURPOSE:</b> R<br>
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<b>YEAR CONSTRUCTED:</b> <br>
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<b>CONSTRUCTED_BY:</b> <br>
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<b>TYPE_MODIFY_REPAIR:</b> <br>
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<b>MODIFY_REPAIR_YEAR:</b> <br>
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<b>STRUCTURAL_HEIGHT:</b> 13.8<br>
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<b>NORMAL_FREEBOARD:</b> <br>
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<b>HYDRAULIC_HEIGHT:</b> <br>
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<b>CREST_LENGTH:</b> <br>
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<b>CREST_WIDTH:</b> <br>
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<b>UPSTREAM_SLOPE:</b> <br>
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<b>DOWNSTREAM_SLOPE:</b> <br>
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<b>BOTTOM_DRAIN:</b> U<br>
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<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
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<b>NORMAL POOL ELEV.:</b> <br>
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<b>DRAINAGE_AREA(Ac):</b> <br>
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<b>SURFACE_AREA(Ac):</b> <br>
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<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 1<br>
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<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 10<br>
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<b>MAX_DISCHARGE_CFS:</b> <br>
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<b>MINIMUM_RELEASE_CFS:</b> <br>
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<b>PRIMARY_SPILLWAY_TYPE:</b> <br>
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<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
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<b>INSPECTORS:</b> White, Sue<br>
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<b>CONDITION ASSESSMENT:</b> Unsatisfactory<br>
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<b>LAST_INSPECTION_DATE:</b> 10/27/2015<br>
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<b>NEXT_INSPECTION_DATE:</b> 10/27/2016<br>
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<b>NOD_DATE:</b> <br>
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<b>NOD_DEADLINE_DATE:</b> <br>
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<b>NOD_RESOLVED:</b>
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</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
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<b>STATE_ID:</b> ALLEG-010<br>
|
|
<b>NID_ID:</b> NC00246<br>
|
|
<b>Dam Name:</b> Mountain Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Former Murray Lake Dam<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Alleghany<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Cumberland Knob<br>
|
|
<b>LATITUDE:</b> 36.543<br>
|
|
<b>LONGITUDE:</b> -80.98<br>
|
|
<b>RIVER_STREAM:</b> Crab Creek<br>
|
|
<b>RIVER_BASIN:</b> New<br>
|
|
<b>NEAREST_TOWN:</b> Ennice<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1973<br>
|
|
<b>CONSTRUCTED_BY:</b> Emerson Woodie<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 41.4<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.4<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 35.0<br>
|
|
<b>CREST_LENGTH:</b> 350<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 2530.8<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 2266<br>
|
|
<b>SURFACE_AREA(Ac):</b> 34.1<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 471<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 746<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 119<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Leonard, Shannon<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/15/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/15/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> CASWE-010<br>
|
|
<b>NID_ID:</b> NC02018<br>
|
|
<b>Dam Name:</b> Yanceyville Water Supply Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/28/2014<br>
|
|
<b>COUNTY:</b> Caswell<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Yanceyville<br>
|
|
<b>LATITUDE:</b> 36.392<br>
|
|
<b>LONGITUDE:</b> -79.35<br>
|
|
<b>RIVER_STREAM:</b> Country Line Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> REPGCN<br>
|
|
<b>DAM_PURPOSE:</b> S<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1952<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 19.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.0<br>
|
|
<b>CREST_LENGTH:</b> 140<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 462.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 1075<br>
|
|
<b>SURFACE_AREA(Ac):</b> 5.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 30<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 38<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 3675<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> White, Sue<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/16/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/16/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> CASWE-012<br>
|
|
<b>NID_ID:</b> NC02020<br>
|
|
<b>Dam Name:</b> Lunsford Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Caswell<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Williamsburg<br>
|
|
<b>LATITUDE:</b> 36.34306<br>
|
|
<b>LONGITUDE:</b> -79.50972<br>
|
|
<b>RIVER_STREAM:</b> Hostler Br-Tr<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 18.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 14.0<br>
|
|
<b>CREST_LENGTH:</b> 230<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 690.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 11<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 14<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> White, Sue<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/16/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/16/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> CASWE-031<br>
|
|
<b>NID_ID:</b> NC04786<br>
|
|
<b>Dam Name:</b> Jones Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Caswell<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Yanceyville<br>
|
|
<b>LATITUDE:</b> 36.45833<br>
|
|
<b>LONGITUDE:</b> -79.28972<br>
|
|
<b>RIVER_STREAM:</b> S. Fork Rattlesnake Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Blanch<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 8<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 22.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.4<br>
|
|
<b>CREST_LENGTH:</b> 230<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.3<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 11<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 12<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> White, Sue<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/16/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/16/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> CASWE-061<br>
|
|
<b>NID_ID:</b> NC04939<br>
|
|
<b>Dam Name:</b> J.J. Pointer Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> China Plate Dam<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Caswell<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Leasburg<br>
|
|
<b>LATITUDE:</b> 36.494<br>
|
|
<b>LONGITUDE:</b> -79.175<br>
|
|
<b>RIVER_STREAM:</b> Trib to Country Line Ck<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Milton<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 15<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RI<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 14.9<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.9<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 10.0<br>
|
|
<b>CREST_LENGTH:</b> 260<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 0.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 2<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 3<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> White, Sue<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/16/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/16/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVID-007<br>
|
|
<b>NID_ID:</b> NC01420<br>
|
|
<b>Dam Name:</b> Davis Lake Dam #1<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/18/2013<br>
|
|
<b>COUNTY:</b> Davidson<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> High Point West<br>
|
|
<b>LATITUDE:</b> 35.959<br>
|
|
<b>LONGITUDE:</b> -80.069<br>
|
|
<b>RIVER_STREAM:</b> Payne Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Lexington<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 16<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 23.4<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.2<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 21.2<br>
|
|
<b>CREST_LENGTH:</b> 220<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.3<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 827.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.2<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 11<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 12<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/07/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/07/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVID-015<br>
|
|
<b>NID_ID:</b> NC01395<br>
|
|
<b>Dam Name:</b> Glossons Lake Dam #2<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Davidson<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Lexington West<br>
|
|
<b>LATITUDE:</b> 35.78748<br>
|
|
<b>LONGITUDE:</b> -80.32080<br>
|
|
<b>RIVER_STREAM:</b> North Potts Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Linwood<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 21.3<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 18.8<br>
|
|
<b>CREST_LENGTH:</b> 395<br>
|
|
<b>CREST_WIDTH:</b> 9<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 703.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 51<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 28<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 36<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 266<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/15/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/15/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVID-068<br>
|
|
<b>NID_ID:</b> NC04801<br>
|
|
<b>Dam Name:</b> Joe Bales Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> BREACHED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Davidson<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> High Point West<br>
|
|
<b>LATITUDE:</b> 35.90111<br>
|
|
<b>LONGITUDE:</b> -80.05833<br>
|
|
<b>RIVER_STREAM:</b> Huntts Fork-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> I<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 16.3<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 13.0<br>
|
|
<b>CREST_LENGTH:</b> 260<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 10<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 12<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 6<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Osborne, Matt<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/10/2012<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/10/2022<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVID-086<br>
|
|
<b>NID_ID:</b> NC05502<br>
|
|
<b>Dam Name:</b> Freeman Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> DRAINED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Davidson<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Fair Grove<br>
|
|
<b>LATITUDE:</b> 35.8655<br>
|
|
<b>LONGITUDE:</b> -80.0868<br>
|
|
<b>RIVER_STREAM:</b> Hamby Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Thomasville<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 12.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.8<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 10.2<br>
|
|
<b>CREST_LENGTH:</b> 215<br>
|
|
<b>CREST_WIDTH:</b> 9<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 4<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 5<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Unsatisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 09/17/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 09/17/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVID-087<br>
|
|
<b>NID_ID:</b> NC05503<br>
|
|
<b>Dam Name:</b> Tucker Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Davidson<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Fair Grove<br>
|
|
<b>LATITUDE:</b> 35.85142<br>
|
|
<b>LONGITUDE:</b> -80.05398<br>
|
|
<b>RIVER_STREAM:</b> Little Uwharrie-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Trinity<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 16.7<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 13.1<br>
|
|
<b>CREST_LENGTH:</b> 208<br>
|
|
<b>CREST_WIDTH:</b> 16<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 4.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 880.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 18<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 23<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/20/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/20/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVID-088<br>
|
|
<b>NID_ID:</b> NC05504<br>
|
|
<b>Dam Name:</b> Cedar Lodge Dam Lower<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Davidson<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Fair Grove<br>
|
|
<b>LATITUDE:</b> 35.84141<br>
|
|
<b>LONGITUDE:</b> -80.08434<br>
|
|
<b>RIVER_STREAM:</b> Hamby Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Thomasville<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 16.5<br>
|
|
<b>CREST_LENGTH:</b> 365<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 850.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 23<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 29<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/20/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/20/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVID-089<br>
|
|
<b>NID_ID:</b> NC05505<br>
|
|
<b>Dam Name:</b> Cedar Lodge Dam Upper<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Davidson<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Fair Grove<br>
|
|
<b>LATITUDE:</b> 35.83847<br>
|
|
<b>LONGITUDE:</b> -80.08327<br>
|
|
<b>RIVER_STREAM:</b> Hamby Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Thomasville<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 17.1<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.1<br>
|
|
<b>CREST_LENGTH:</b> 367<br>
|
|
<b>CREST_WIDTH:</b> 9<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 840.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 18<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 21<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/20/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/20/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVID-097<br>
|
|
<b>NID_ID:</b> NC05513<br>
|
|
<b>Dam Name:</b> Sapona Country Club Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Davidson<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Lexington West<br>
|
|
<b>LATITUDE:</b> 35.8118<br>
|
|
<b>LONGITUDE:</b> -80.3135<br>
|
|
<b>RIVER_STREAM:</b> Beaver Dam Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Lexington<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> F<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 22.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 18.0<br>
|
|
<b>CREST_LENGTH:</b> 509<br>
|
|
<b>CREST_WIDTH:</b> 15<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 680.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 8.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 53<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 66<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/20/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/23/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVID-100<br>
|
|
<b>NID_ID:</b> NC05516<br>
|
|
<b>Dam Name:</b> Jerry Clinard Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 11/28/2012<br>
|
|
<b>COUNTY:</b> Davidson<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Midway<br>
|
|
<b>LATITUDE:</b> 35.9002<br>
|
|
<b>LONGITUDE:</b> -80.1342<br>
|
|
<b>RIVER_STREAM:</b> Hunts Fork-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Thomasville<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 17.1<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.0<br>
|
|
<b>CREST_LENGTH:</b> 200<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 10<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 11<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Unsatisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/01/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/01/2016<br>
|
|
<b>NOD_DATE:</b> 12/01/2015<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 12/31/2016<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVID-109<br>
|
|
<b>NID_ID:</b> NC05525<br>
|
|
<b>Dam Name:</b> Martin Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> BREACHED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Davidson<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Welcome<br>
|
|
<b>LATITUDE:</b> 35.9833<br>
|
|
<b>LONGITUDE:</b> -80.3518<br>
|
|
<b>RIVER_STREAM:</b> Muddy Creek -Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Clemmons<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> F<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 26.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 20.0<br>
|
|
<b>CREST_LENGTH:</b> 150<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 20<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 26<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Osborne, Matt<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/07/2011<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/07/2021<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVIE-054<br>
|
|
<b>NID_ID:</b> NC02250<br>
|
|
<b>Dam Name:</b> Lake Myers Family Campground Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Davie<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Calahaln<br>
|
|
<b>LATITUDE:</b> 35.922<br>
|
|
<b>LONGITUDE:</b> -80.656<br>
|
|
<b>RIVER_STREAM:</b> Beaver Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Cooleemee<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 10<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1984<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 34.8<br>
|
|
<b>NORMAL_FREEBOARD:</b> 7.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 27.1<br>
|
|
<b>CREST_LENGTH:</b> 400<br>
|
|
<b>CREST_WIDTH:</b> 18<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 730.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 630<br>
|
|
<b>SURFACE_AREA(Ac):</b> 21.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 289<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 402<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 995<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/20/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/20/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> DAVIE-056<br>
|
|
<b>NID_ID:</b> NC02252<br>
|
|
<b>Dam Name:</b> Dutchman Creek W/S Dam #7 (Pl-566)<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/29/2014<br>
|
|
<b>COUNTY:</b> Davie<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Mocksville<br>
|
|
<b>LATITUDE:</b> 35.963<br>
|
|
<b>LONGITUDE:</b> -80.554<br>
|
|
<b>RIVER_STREAM:</b> Frost Mill Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> High Rock<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 45<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> C<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1985<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 29.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 13.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 16.0<br>
|
|
<b>CREST_LENGTH:</b> 597<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 701.5<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 3117<br>
|
|
<b>SURFACE_AREA(Ac):</b> 48.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 248<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 1351<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 1300<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/17/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/17/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-004<br>
|
|
<b>NID_ID:</b> NC02352<br>
|
|
<b>Dam Name:</b> Shelton Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Vienna<br>
|
|
<b>LATITUDE:</b> 36.136<br>
|
|
<b>LONGITUDE:</b> -80.381<br>
|
|
<b>RIVER_STREAM:</b> Muddy Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Winston-Salem<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 4<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 30.6<br>
|
|
<b>NORMAL_FREEBOARD:</b> 0.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 30.6<br>
|
|
<b>CREST_LENGTH:</b> 752<br>
|
|
<b>CREST_WIDTH:</b> 31<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 10.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 122<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Unsatisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/18/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/18/2016<br>
|
|
<b>NOD_DATE:</b> 03/06/2006<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 07/01/2006<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-024<br>
|
|
<b>NID_ID:</b> NC01531<br>
|
|
<b>Dam Name:</b> Haynes Estate Lake Dam #1<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Clemmons<br>
|
|
<b>LATITUDE:</b> 36.004<br>
|
|
<b>LONGITUDE:</b> -80.393<br>
|
|
<b>RIVER_STREAM:</b> Johnson Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Clemmons<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 32.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 31.5<br>
|
|
<b>CREST_LENGTH:</b> 269<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 750.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 82<br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 11<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 35<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 30<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 09/22/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 09/22/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-025<br>
|
|
<b>NID_ID:</b> NC01396<br>
|
|
<b>Dam Name:</b> Haynes Estate Lake Dam #2<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Clemmons<br>
|
|
<b>LATITUDE:</b> 36.009<br>
|
|
<b>LONGITUDE:</b> -80.388<br>
|
|
<b>RIVER_STREAM:</b> Johnson Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Clemmons<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 17.6<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 14.6<br>
|
|
<b>CREST_LENGTH:</b> 325<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 34<br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 16<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 22<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 91<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 09/22/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 09/22/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-026<br>
|
|
<b>NID_ID:</b> NC02368<br>
|
|
<b>Dam Name:</b> Lea Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Clemmons<br>
|
|
<b>LATITUDE:</b> 36.02<br>
|
|
<b>LONGITUDE:</b> -80.396<br>
|
|
<b>RIVER_STREAM:</b> Johnson Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Clemmons<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 18.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 13.0<br>
|
|
<b>CREST_LENGTH:</b> 361<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 5.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 822<br>
|
|
<b>SURFACE_AREA(Ac):</b> 6.1<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 32<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 43<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 09/22/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 09/22/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-029<br>
|
|
<b>NID_ID:</b> NC00301<br>
|
|
<b>Dam Name:</b> Lasater Mill Pond Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/15/2012<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Clemmons<br>
|
|
<b>LATITUDE:</b> 36.026<br>
|
|
<b>LONGITUDE:</b> -80.42<br>
|
|
<b>RIVER_STREAM:</b> Blanket Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Clemmons<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1929<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.0<br>
|
|
<b>CREST_LENGTH:</b> 460<br>
|
|
<b>CREST_WIDTH:</b> 2<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 30.6<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 204<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 245<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 60<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 09/22/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 09/22/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-057<br>
|
|
<b>NID_ID:</b> NC02388<br>
|
|
<b>Dam Name:</b> Beroth Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> BREACHED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Clemmons<br>
|
|
<b>LATITUDE:</b> 36.11<br>
|
|
<b>LONGITUDE:</b> -80.406<br>
|
|
<b>RIVER_STREAM:</b> Mill Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> West Bend<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 7<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 16.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.0<br>
|
|
<b>CREST_LENGTH:</b> 175<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 10<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.3<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 8<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 10<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Steve Barron<br>
|
|
<b>CONDITION ASSESSMENT:</b> <br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/12/2005<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 04/27/9999<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-067<br>
|
|
<b>NID_ID:</b> NC00304<br>
|
|
<b>Dam Name:</b> Winston Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Winston-Salem East<br>
|
|
<b>LATITUDE:</b> 36.113<br>
|
|
<b>LONGITUDE:</b> -80.201<br>
|
|
<b>RIVER_STREAM:</b> Frazier Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Winston-Salem<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> CN<br>
|
|
<b>DAM_PURPOSE:</b> S<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1919<br>
|
|
<b>CONSTRUCTED_BY:</b> H H Heilig & H Sherrel<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 40.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 38.0<br>
|
|
<b>CREST_LENGTH:</b> 60<br>
|
|
<b>CREST_WIDTH:</b> 2<br>
|
|
<b>UPSTREAM_SLOPE:</b> 0.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 0.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 4102<br>
|
|
<b>SURFACE_AREA(Ac):</b> 16.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 1104<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 1368<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 83<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/10/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/10/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-091<br>
|
|
<b>NID_ID:</b> NC00315<br>
|
|
<b>Dam Name:</b> Kernersville Water Supply Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Old Valley School Road Dam<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Belews Creek<br>
|
|
<b>LATITUDE:</b> 36.15448<br>
|
|
<b>LONGITUDE:</b> -80.10058<br>
|
|
<b>RIVER_STREAM:</b> Belews Creek<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Grimes Crossroads<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> S<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1952<br>
|
|
<b>CONSTRUCTED_BY:</b> Gilbert Engineers<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 14.0<br>
|
|
<b>CREST_LENGTH:</b> 650<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 816.5<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 2112<br>
|
|
<b>SURFACE_AREA(Ac):</b> 40.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 280<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 300<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 3055<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/10/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/10/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-105<br>
|
|
<b>NID_ID:</b> NC02424<br>
|
|
<b>Dam Name:</b> Sabrina Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> DRAINED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Winston-Salem West<br>
|
|
<b>LATITUDE:</b> 36.012<br>
|
|
<b>LONGITUDE:</b> -80.287<br>
|
|
<b>RIVER_STREAM:</b> South Fork Muddy Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Winston-Salem<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> REMS<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 18.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.0<br>
|
|
<b>CREST_LENGTH:</b> 260<br>
|
|
<b>CREST_WIDTH:</b> 8<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 5.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 35<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 42<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/27/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/27/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-111<br>
|
|
<b>NID_ID:</b> NC02428<br>
|
|
<b>Dam Name:</b> Janita Lake Dam Upper<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Winston-Salem West<br>
|
|
<b>LATITUDE:</b> 36.035<br>
|
|
<b>LONGITUDE:</b> -80.28972<br>
|
|
<b>RIVER_STREAM:</b> Salem Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Winston-Salem<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 12.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 9.0<br>
|
|
<b>CREST_LENGTH:</b> 175<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 209<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 9<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 16<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/20/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/20/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-112<br>
|
|
<b>NID_ID:</b> NC00326<br>
|
|
<b>Dam Name:</b> Myers Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> DRAINED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/24/2013<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Winston-Salem West<br>
|
|
<b>LATITUDE:</b> 36.05278<br>
|
|
<b>LONGITUDE:</b> -80.27194<br>
|
|
<b>RIVER_STREAM:</b> Salem Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Winston-Salem<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1953<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 30.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 27.0<br>
|
|
<b>CREST_LENGTH:</b> 342<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 5.4<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 54<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 65<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 3<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Unsatisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 07/14/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 07/14/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-122<br>
|
|
<b>NID_ID:</b> NC01543<br>
|
|
<b>Dam Name:</b> Beauchamp Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 03/04/2015<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Winston-Salem West<br>
|
|
<b>LATITUDE:</b> 36.098<br>
|
|
<b>LONGITUDE:</b> -80.374<br>
|
|
<b>RIVER_STREAM:</b> Tomahawk Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Winston-Salem<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 26.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 20.0<br>
|
|
<b>CREST_LENGTH:</b> 150<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 301<br>
|
|
<b>SURFACE_AREA(Ac):</b> 6.3<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 50<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 42<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Unsatisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 09/23/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 09/23/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-146<br>
|
|
<b>NID_ID:</b> NC00310<br>
|
|
<b>Dam Name:</b> Hanes Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Rural Hall<br>
|
|
<b>LATITUDE:</b> 36.146<br>
|
|
<b>LONGITUDE:</b> -80.361<br>
|
|
<b>RIVER_STREAM:</b> Bill Branch<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Pfafftown<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1959<br>
|
|
<b>CONSTRUCTED_BY:</b> Gordan Hanes<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 30.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 10.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 20.0<br>
|
|
<b>CREST_LENGTH:</b> 575<br>
|
|
<b>CREST_WIDTH:</b> 16<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 934<br>
|
|
<b>SURFACE_AREA(Ac):</b> 25.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 240<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 288<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 40<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/18/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/18/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-147<br>
|
|
<b>NID_ID:</b> NC01579<br>
|
|
<b>Dam Name:</b> Gambill Lake Dam Middle<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/09/2004<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Rural Hall<br>
|
|
<b>LATITUDE:</b> 36.156<br>
|
|
<b>LONGITUDE:</b> -80.366<br>
|
|
<b>RIVER_STREAM:</b> Bill Branch-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Pfafftown<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 24.6<br>
|
|
<b>NORMAL_FREEBOARD:</b> 8.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 16.6<br>
|
|
<b>CREST_LENGTH:</b> 278<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 846.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 20<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 30<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/22/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/25/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-150<br>
|
|
<b>NID_ID:</b> NC01533<br>
|
|
<b>Dam Name:</b> Fowler Lake Dam #1<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Rural Hall<br>
|
|
<b>LATITUDE:</b> 36.1581<br>
|
|
<b>LONGITUDE:</b> -80.3574<br>
|
|
<b>RIVER_STREAM:</b> Muddy Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Pfafftown<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 30.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 24.0<br>
|
|
<b>CREST_LENGTH:</b> 280<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 807.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 50<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 19<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 40<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 99,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/06/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/06/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-151<br>
|
|
<b>NID_ID:</b> NC02452<br>
|
|
<b>Dam Name:</b> Fowler Lake Dam #3<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> BREACHED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Rural Hall<br>
|
|
<b>LATITUDE:</b> 36.172<br>
|
|
<b>LONGITUDE:</b> -80.35<br>
|
|
<b>RIVER_STREAM:</b> Muddy Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Pfafftown<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 17.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 13.0<br>
|
|
<b>CREST_LENGTH:</b> 350<br>
|
|
<b>CREST_WIDTH:</b> 30<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.9<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 15<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 20<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Osborne, Matt<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/28/2012<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/28/2022<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-157<br>
|
|
<b>NID_ID:</b> NC01539<br>
|
|
<b>Dam Name:</b> Creeson Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Rural Hall<br>
|
|
<b>LATITUDE:</b> 36.16158<br>
|
|
<b>LONGITUDE:</b> -80.25143<br>
|
|
<b>RIVER_STREAM:</b> Leak Fork Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Winston-Salem<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 29.2<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 25.6<br>
|
|
<b>CREST_LENGTH:</b> 288<br>
|
|
<b>CREST_WIDTH:</b> 15<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 850.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 154<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 39<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 60<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 24<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Unsatisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/02/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 08/21/2016<br>
|
|
<b>NOD_DATE:</b> 12/05/2014<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 01/05/2015<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-181<br>
|
|
<b>NID_ID:</b> NC02468<br>
|
|
<b>Dam Name:</b> Gambill Pond Dam Lower<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Rural Hall<br>
|
|
<b>LATITUDE:</b> 36.15306<br>
|
|
<b>LONGITUDE:</b> -80.36472<br>
|
|
<b>RIVER_STREAM:</b> Bill Branch-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Pfafftown<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 18.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 14.0<br>
|
|
<b>CREST_LENGTH:</b> 323<br>
|
|
<b>CREST_WIDTH:</b> 30<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.1<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 17<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 22<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/22/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/22/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-208<br>
|
|
<b>NID_ID:</b> NC05548<br>
|
|
<b>Dam Name:</b> Loch Drive Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Rural Hall<br>
|
|
<b>LATITUDE:</b> 36.1429<br>
|
|
<b>LONGITUDE:</b> -80.3061<br>
|
|
<b>RIVER_STREAM:</b> <br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Winston-Salem<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 15.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 11.0<br>
|
|
<b>CREST_LENGTH:</b> 150<br>
|
|
<b>CREST_WIDTH:</b> 35<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 7<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 10<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Steve Barron<br>
|
|
<b>CONDITION ASSESSMENT:</b> <br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/16/2005<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/03/9999<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-209<br>
|
|
<b>NID_ID:</b> NC05549<br>
|
|
<b>Dam Name:</b> Beaver Brook Drive Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Clemmons<br>
|
|
<b>LATITUDE:</b> 36.0238<br>
|
|
<b>LONGITUDE:</b> -80.3902<br>
|
|
<b>RIVER_STREAM:</b> Johnson Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Clemmons<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1958<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 8.2<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 5.6<br>
|
|
<b>CREST_LENGTH:</b> 188<br>
|
|
<b>CREST_WIDTH:</b> 30<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.4<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 8<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 11<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 09/22/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 09/22/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> FORSY-222<br>
|
|
<b>NID_ID:</b> NC06118<br>
|
|
<b>Dam Name:</b> Kaymoore Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 11/26/2013<br>
|
|
<b>COUNTY:</b> Forsyth<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Winston-Salem West<br>
|
|
<b>LATITUDE:</b> 36.0126<br>
|
|
<b>LONGITUDE:</b> -80.2776<br>
|
|
<b>RIVER_STREAM:</b> Trib to Muddy Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 0<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 12.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 10.0<br>
|
|
<b>CREST_LENGTH:</b> 247<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 747.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.7<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 7<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 9<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/08/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/08/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-009<br>
|
|
<b>NID_ID:</b> NC00677<br>
|
|
<b>Dam Name:</b> Blaylock Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Heron's Nest Dam<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/20/2011<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Belews Creek<br>
|
|
<b>LATITUDE:</b> 36.1733<br>
|
|
<b>LONGITUDE:</b> -80.0144<br>
|
|
<b>RIVER_STREAM:</b> Haw River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Oak Ridge<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1955<br>
|
|
<b>CONSTRUCTED_BY:</b> Brown Const Co<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.0<br>
|
|
<b>CREST_LENGTH:</b> 300<br>
|
|
<b>CREST_WIDTH:</b> 17<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> <br>
|
|
<b>NORMAL POOL ELEV.:</b> 0.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 12.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 72<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 96<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 165<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Siphon<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/17/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/17/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-010<br>
|
|
<b>NID_ID:</b> NC02753<br>
|
|
<b>Dam Name:</b> Odom Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Offutt Dam<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Belews Creek<br>
|
|
<b>LATITUDE:</b> 36.169<br>
|
|
<b>LONGITUDE:</b> -80.01<br>
|
|
<b>RIVER_STREAM:</b> Haw River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Altamahaw<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 35<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1971<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 23.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.0<br>
|
|
<b>CREST_LENGTH:</b> 270<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 892.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 123<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 15<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 36<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 120<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/17/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/17/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-015<br>
|
|
<b>NID_ID:</b> NC02755<br>
|
|
<b>Dam Name:</b> Smith Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Kernersville<br>
|
|
<b>LATITUDE:</b> 36.038<br>
|
|
<b>LONGITUDE:</b> -80.007<br>
|
|
<b>RIVER_STREAM:</b> West Fork Deep River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> High Point<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 15.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 12.5<br>
|
|
<b>CREST_LENGTH:</b> 208<br>
|
|
<b>CREST_WIDTH:</b> 8<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> <br>
|
|
<b>NORMAL POOL ELEV.:</b> 0.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 10<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 12<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/02/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/02/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-016<br>
|
|
<b>NID_ID:</b> NC02756<br>
|
|
<b>Dam Name:</b> Hutton Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Kernersville<br>
|
|
<b>LATITUDE:</b> 36.027<br>
|
|
<b>LONGITUDE:</b> -80.032<br>
|
|
<b>RIVER_STREAM:</b> Hiatt Branch-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> High Point<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RQ<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 14.1<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 14.1<br>
|
|
<b>CREST_LENGTH:</b> 470<br>
|
|
<b>CREST_WIDTH:</b> 15<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.8<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.6<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 875.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 67<br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.2<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 24<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 37<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 300<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/02/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/02/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-042<br>
|
|
<b>NID_ID:</b> NC00585<br>
|
|
<b>Dam Name:</b> Hillside Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> River Hills Plantation Dam Water Q.#Co404<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Summerfield<br>
|
|
<b>LATITUDE:</b> 36.1316<br>
|
|
<b>LONGITUDE:</b> -79.9241<br>
|
|
<b>RIVER_STREAM:</b> Brush Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 10<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RQ<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1920<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.0<br>
|
|
<b>CREST_LENGTH:</b> 300<br>
|
|
<b>CREST_WIDTH:</b> 16<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 818.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 10.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 68<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 80<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 165<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/10/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/10/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-049<br>
|
|
<b>NID_ID:</b> NC00612<br>
|
|
<b>Dam Name:</b> Hillsdale Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/11/2013<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Summerfield<br>
|
|
<b>LATITUDE:</b> 36.184<br>
|
|
<b>LONGITUDE:</b> -79.876<br>
|
|
<b>RIVER_STREAM:</b> Reedy Fork-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Oak Ridge<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1960<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 25.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 20.0<br>
|
|
<b>CREST_LENGTH:</b> 300<br>
|
|
<b>CREST_WIDTH:</b> 26<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 783.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 320<br>
|
|
<b>SURFACE_AREA(Ac):</b> 20.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 160<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 200<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 70<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Culvert<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/02/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/02/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-052<br>
|
|
<b>NID_ID:</b> NC00679<br>
|
|
<b>Dam Name:</b> Lake Jeanette Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/29/2014<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Lake Brandt<br>
|
|
<b>LATITUDE:</b> 36.159<br>
|
|
<b>LONGITUDE:</b> -79.798<br>
|
|
<b>RIVER_STREAM:</b> Richland Creek<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Ossipee<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 20<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RS<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1943<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 50.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 10.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 40.0<br>
|
|
<b>CREST_LENGTH:</b> 1500<br>
|
|
<b>CREST_WIDTH:</b> 15<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 749.6<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 4915<br>
|
|
<b>SURFACE_AREA(Ac):</b> 272.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 4352<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 8042<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 14230<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Chute<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/10/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/10/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-056<br>
|
|
<b>NID_ID:</b> NC00613<br>
|
|
<b>Dam Name:</b> Richardson Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> New Owner Is Stephens<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/30/2014<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Lake Brandt<br>
|
|
<b>LATITUDE:</b> 36.1797<br>
|
|
<b>LONGITUDE:</b> -79.8407<br>
|
|
<b>RIVER_STREAM:</b> Reedy Fork-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Ossipee<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 25<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1944<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 21.4<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 16.4<br>
|
|
<b>CREST_LENGTH:</b> 325<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 749.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 550<br>
|
|
<b>SURFACE_AREA(Ac):</b> 16.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 105<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 137<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 66<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/10/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/10/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-065<br>
|
|
<b>NID_ID:</b> NC00600<br>
|
|
<b>Dam Name:</b> Lake Herman Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/19/2014<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Browns Summit<br>
|
|
<b>LATITUDE:</b> 36.172<br>
|
|
<b>LONGITUDE:</b> -79.726<br>
|
|
<b>RIVER_STREAM:</b> Reedy Fork - Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Ossipee<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 15<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1920<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 25.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 10.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.0<br>
|
|
<b>CREST_LENGTH:</b> 375<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 730.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 685<br>
|
|
<b>SURFACE_AREA(Ac):</b> 12.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 72<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 120<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 330<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/04/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/04/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-074<br>
|
|
<b>NID_ID:</b> NC00669<br>
|
|
<b>Dam Name:</b> Lynwood Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> McLeansville<br>
|
|
<b>LATITUDE:</b> 36.004<br>
|
|
<b>LONGITUDE:</b> -79.731<br>
|
|
<b>RIVER_STREAM:</b> Little Alamance Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Troxlers Mill<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 4<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1962<br>
|
|
<b>CONSTRUCTED_BY:</b> W L Simmons<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 32.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 7.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 25.2<br>
|
|
<b>CREST_LENGTH:</b> 695<br>
|
|
<b>CREST_WIDTH:</b> 6<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 695.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 831<br>
|
|
<b>SURFACE_AREA(Ac):</b> 52.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 530<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 857<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 1533<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/12/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/12/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-077<br>
|
|
<b>NID_ID:</b> NC00692<br>
|
|
<b>Dam Name:</b> Aydelette Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 03/04/2004<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> McLeansville<br>
|
|
<b>LATITUDE:</b> 36.038<br>
|
|
<b>LONGITUDE:</b> -79.699<br>
|
|
<b>RIVER_STREAM:</b> Little Alamance Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Troxlers Mill<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1933<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 23.9<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 18.9<br>
|
|
<b>CREST_LENGTH:</b> 246<br>
|
|
<b>CREST_WIDTH:</b> 8<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> <br>
|
|
<b>NORMAL POOL ELEV.:</b> 0.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 15.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 113<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 143<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 83<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/12/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/12/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-081<br>
|
|
<b>NID_ID:</b> NC00682<br>
|
|
<b>Dam Name:</b> Rounda Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Woodlea<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Greensboro<br>
|
|
<b>LATITUDE:</b> 36.022<br>
|
|
<b>LONGITUDE:</b> -79.786<br>
|
|
<b>RIVER_STREAM:</b> South Buffalo Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1950<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 31.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 26.0<br>
|
|
<b>CREST_LENGTH:</b> 465<br>
|
|
<b>CREST_WIDTH:</b> 54<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 450.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 117<br>
|
|
<b>SURFACE_AREA(Ac):</b> 14.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 146<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 231<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 150<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Culvert<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/18/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/18/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-085<br>
|
|
<b>NID_ID:</b> NC00599<br>
|
|
<b>Dam Name:</b> Buffalo Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Greensboro<br>
|
|
<b>LATITUDE:</b> 36.113<br>
|
|
<b>LONGITUDE:</b> -79.783<br>
|
|
<b>RIVER_STREAM:</b> North Buffalo Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> S<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1922<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 23.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 20.0<br>
|
|
<b>CREST_LENGTH:</b> 960<br>
|
|
<b>CREST_WIDTH:</b> 17<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 4.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 960.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 2368<br>
|
|
<b>SURFACE_AREA(Ac):</b> 76.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 608<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 868<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 5000<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/09/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/09/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-091<br>
|
|
<b>NID_ID:</b> NC00695<br>
|
|
<b>Dam Name:</b> Adams Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 11/13/2012<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Guilford<br>
|
|
<b>LATITUDE:</b> 36.023<br>
|
|
<b>LONGITUDE:</b> -79.907<br>
|
|
<b>RIVER_STREAM:</b> Bull Run Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Jamestown<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1955<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> Repair<br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> 2002<br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.0<br>
|
|
<b>CREST_LENGTH:</b> 300<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 790.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 1000<br>
|
|
<b>SURFACE_AREA(Ac):</b> 12.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 72<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 96<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 99<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Chute<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/20/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/20/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-097<br>
|
|
<b>NID_ID:</b> NC00595<br>
|
|
<b>Dam Name:</b> Linthicum Lake Dam (Breached)<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> BREACHED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> High Point East<br>
|
|
<b>LATITUDE:</b> 35.975<br>
|
|
<b>LONGITUDE:</b> -79.954<br>
|
|
<b>RIVER_STREAM:</b> Deep River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Jamestown<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1962<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> Repair<br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> 1995<br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 13.7<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 11.0<br>
|
|
<b>CREST_LENGTH:</b> 300<br>
|
|
<b>CREST_WIDTH:</b> 17<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 790.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 350<br>
|
|
<b>SURFACE_AREA(Ac):</b> 6.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 26<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 33<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 99<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Chuck Kirchner<br>
|
|
<b>CONDITION ASSESSMENT:</b> <br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/10/2010<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/10/2020<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-104<br>
|
|
<b>NID_ID:</b> NC00676<br>
|
|
<b>Dam Name:</b> Forest Oaks Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Climax<br>
|
|
<b>LATITUDE:</b> 35.9969<br>
|
|
<b>LONGITUDE:</b> -79.714<br>
|
|
<b>RIVER_STREAM:</b> Beaver Creek<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Alamance<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 16<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> I<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1964<br>
|
|
<b>CONSTRUCTED_BY:</b> Hilton Const Co<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 24.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 20.0<br>
|
|
<b>CREST_LENGTH:</b> 625<br>
|
|
<b>CREST_WIDTH:</b> 21<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 625.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 787<br>
|
|
<b>SURFACE_AREA(Ac):</b> 18.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 144<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 222<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 1176<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/06/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/06/2017<br>
|
|
<b>NOD_DATE:</b> 01/06/2016<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 09/01/2016<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-131<br>
|
|
<b>NID_ID:</b> NC02788<br>
|
|
<b>Dam Name:</b> Lower Colonial Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/10/2014<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Guilford<br>
|
|
<b>LATITUDE:</b> 36.0668<br>
|
|
<b>LONGITUDE:</b> -79.9389<br>
|
|
<b>RIVER_STREAM:</b> East Fork Deep River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> PO<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 19.9<br>
|
|
<b>NORMAL_FREEBOARD:</b> 7.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 12.9<br>
|
|
<b>CREST_LENGTH:</b> 350<br>
|
|
<b>CREST_WIDTH:</b> 25<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 8.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 41<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 64<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/02/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/02/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-139<br>
|
|
<b>NID_ID:</b> NC01709<br>
|
|
<b>Dam Name:</b> Pilot Life Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Guilford<br>
|
|
<b>LATITUDE:</b> 36.021<br>
|
|
<b>LONGITUDE:</b> -79.887<br>
|
|
<b>RIVER_STREAM:</b> Reddicks Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Randleman<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 20<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1953<br>
|
|
<b>CONSTRUCTED_BY:</b> E F Hester Grading Co<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 25.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 23.5<br>
|
|
<b>CREST_LENGTH:</b> 545<br>
|
|
<b>CREST_WIDTH:</b> 13<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.3<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.6<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> <br>
|
|
<b>NORMAL POOL ELEV.:</b> 545.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 74<br>
|
|
<b>SURFACE_AREA(Ac):</b> 8.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 69<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 99<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 404<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/20/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/20/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-147<br>
|
|
<b>NID_ID:</b> NC02801<br>
|
|
<b>Dam Name:</b> Piedmont Centre Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Young Dam<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/20/2004<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Guilford<br>
|
|
<b>LATITUDE:</b> 36.05639<br>
|
|
<b>LONGITUDE:</b> -79.9425<br>
|
|
<b>RIVER_STREAM:</b> East Fork Deep River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> High Point<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 0<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 25.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 21.0<br>
|
|
<b>CREST_LENGTH:</b> 450<br>
|
|
<b>CREST_WIDTH:</b> 17<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 5.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 42<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 50<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/02/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/04/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-153<br>
|
|
<b>NID_ID:</b> NC01715<br>
|
|
<b>Dam Name:</b> Owens Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> High Point East<br>
|
|
<b>LATITUDE:</b> 35.983<br>
|
|
<b>LONGITUDE:</b> -79.961<br>
|
|
<b>RIVER_STREAM:</b> Deep River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> High Point<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1954<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 29.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 28.0<br>
|
|
<b>CREST_LENGTH:</b> 700<br>
|
|
<b>CREST_WIDTH:</b> 23<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.1<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.3<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 700.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 94<br>
|
|
<b>SURFACE_AREA(Ac):</b> 7.2<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 72<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 105<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 171<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Culvert<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/07/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/07/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-154<br>
|
|
<b>NID_ID:</b> NC02807<br>
|
|
<b>Dam Name:</b> Welborn Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> High Point East<br>
|
|
<b>LATITUDE:</b> 35.919<br>
|
|
<b>LONGITUDE:</b> -79.93<br>
|
|
<b>RIVER_STREAM:</b> Muddy Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Randleman<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 10<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RI<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.2<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.6<br>
|
|
<b>CREST_LENGTH:</b> 320<br>
|
|
<b>CREST_WIDTH:</b> 15<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 810.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 44<br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.2<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 29<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 34<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/18/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/18/2016<br>
|
|
<b>NOD_DATE:</b> 03/01/2004<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 04/30/2004<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-166<br>
|
|
<b>NID_ID:</b> NC02819<br>
|
|
<b>Dam Name:</b> Roth Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Pleasant Garden<br>
|
|
<b>LATITUDE:</b> 35.976<br>
|
|
<b>LONGITUDE:</b> -79.843<br>
|
|
<b>RIVER_STREAM:</b> Hickory Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Randleman<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 14<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RP<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.5<br>
|
|
<b>CREST_LENGTH:</b> 350<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 788.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 55<br>
|
|
<b>SURFACE_AREA(Ac):</b> 8.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 56<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 64<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 25<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/06/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/06/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-168<br>
|
|
<b>NID_ID:</b> NC02821<br>
|
|
<b>Dam Name:</b> Gibson Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Pleasant Garden<br>
|
|
<b>LATITUDE:</b> 35.973<br>
|
|
<b>LONGITUDE:</b> -79.785<br>
|
|
<b>RIVER_STREAM:</b> Polecat Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Randleman<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 10<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 15.6<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 13.3<br>
|
|
<b>CREST_LENGTH:</b> 287<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 825.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 50<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 16<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 19<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/06/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/06/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-178<br>
|
|
<b>NID_ID:</b> NC02831<br>
|
|
<b>Dam Name:</b> Guilford Technical Institute Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> High Point East<br>
|
|
<b>LATITUDE:</b> 35.9989<br>
|
|
<b>LONGITUDE:</b> -79.8991<br>
|
|
<b>RIVER_STREAM:</b> Bull Run Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Jamestown<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RQ<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 17.9<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.8<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 12.1<br>
|
|
<b>CREST_LENGTH:</b> 250<br>
|
|
<b>CREST_WIDTH:</b> 15<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 800.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 74<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 16<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 41<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 170<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/18/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/18/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-180<br>
|
|
<b>NID_ID:</b> NC02833<br>
|
|
<b>Dam Name:</b> Lakeview Farm Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Greensboro<br>
|
|
<b>LATITUDE:</b> 36.0090<br>
|
|
<b>LONGITUDE:</b> -79.8634<br>
|
|
<b>RIVER_STREAM:</b> Hickory Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 4<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 21.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.2<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.8<br>
|
|
<b>CREST_LENGTH:</b> 360<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> <br>
|
|
<b>NORMAL POOL ELEV.:</b> 855.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 27<br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.4<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 31<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 37<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/20/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/20/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-183<br>
|
|
<b>NID_ID:</b> NC02836<br>
|
|
<b>Dam Name:</b> Pine Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Greensboro<br>
|
|
<b>LATITUDE:</b> 36.02417<br>
|
|
<b>LONGITUDE:</b> -79.84278<br>
|
|
<b>RIVER_STREAM:</b> South Buffalo Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 14.6<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 10.3<br>
|
|
<b>CREST_LENGTH:</b> 192<br>
|
|
<b>CREST_WIDTH:</b> 32<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 825.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 25<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 6<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 9<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/20/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/20/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-184<br>
|
|
<b>NID_ID:</b> NC04757<br>
|
|
<b>Dam Name:</b> Pringle Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Greensboro<br>
|
|
<b>LATITUDE:</b> 36.036<br>
|
|
<b>LONGITUDE:</b> -79.768<br>
|
|
<b>RIVER_STREAM:</b> South Buffalo Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 16.4<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.7<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 12.7<br>
|
|
<b>CREST_LENGTH:</b> 358<br>
|
|
<b>CREST_WIDTH:</b> 13<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> <br>
|
|
<b>NORMAL POOL ELEV.:</b> 0.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 15<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 20<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/09/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/09/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-187<br>
|
|
<b>NID_ID:</b> NC02839<br>
|
|
<b>Dam Name:</b> Price Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 05/07/2013<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Greensboro<br>
|
|
<b>LATITUDE:</b> 36.1145<br>
|
|
<b>LONGITUDE:</b> -79.8623<br>
|
|
<b>RIVER_STREAM:</b> Horsepen Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 4<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.8<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 18.2<br>
|
|
<b>CREST_LENGTH:</b> 315<br>
|
|
<b>CREST_WIDTH:</b> 11<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 29<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 32<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/09/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/09/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-188<br>
|
|
<b>NID_ID:</b> NC02840<br>
|
|
<b>Dam Name:</b> Lake Windemere Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Lake Brandt<br>
|
|
<b>LATITUDE:</b> 36.126<br>
|
|
<b>LONGITUDE:</b> -79.85<br>
|
|
<b>RIVER_STREAM:</b> Horsepen Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 25.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 21.9<br>
|
|
<b>CREST_LENGTH:</b> 235<br>
|
|
<b>CREST_WIDTH:</b> 54<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 845.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 79<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 26<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 31<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/10/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/10/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-189<br>
|
|
<b>NID_ID:</b> NC02841<br>
|
|
<b>Dam Name:</b> Moose Lodge Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> BREACHED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Lake Brandt<br>
|
|
<b>LATITUDE:</b> 36.12667<br>
|
|
<b>LONGITUDE:</b> -79.85667<br>
|
|
<b>RIVER_STREAM:</b> Horsepen Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 27.2<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.2<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 24.0<br>
|
|
<b>CREST_LENGTH:</b> 400<br>
|
|
<b>CREST_WIDTH:</b> 13<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 810.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 234<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 34<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 38<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 206<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Chuck Kirchner<br>
|
|
<b>CONDITION ASSESSMENT:</b> <br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/09/2008<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/16/9999<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-190<br>
|
|
<b>NID_ID:</b> NC02842<br>
|
|
<b>Dam Name:</b> Mallard Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 11/24/2004<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Lake Brandt<br>
|
|
<b>LATITUDE:</b> 36.139<br>
|
|
<b>LONGITUDE:</b> -79.829<br>
|
|
<b>RIVER_STREAM:</b> Richland Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 22.6<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 19.6<br>
|
|
<b>CREST_LENGTH:</b> 194<br>
|
|
<b>CREST_WIDTH:</b> 43<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 24<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 27<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/18/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/18/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-191<br>
|
|
<b>NID_ID:</b> NC02843<br>
|
|
<b>Dam Name:</b> Cathedral of His Glory Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Christian Word Dam<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 11/19/2004<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Lake Brandt<br>
|
|
<b>LATITUDE:</b> 36.136<br>
|
|
<b>LONGITUDE:</b> -79.827<br>
|
|
<b>RIVER_STREAM:</b> Richland Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 19.2<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.9<br>
|
|
<b>CREST_LENGTH:</b> 183<br>
|
|
<b>CREST_WIDTH:</b> 16<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 16<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 19<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/18/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/18/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-209<br>
|
|
<b>NID_ID:</b> NC02861<br>
|
|
<b>Dam Name:</b> Lakota Farm Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/18/2011<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Browns Summit<br>
|
|
<b>LATITUDE:</b> 36.1446<br>
|
|
<b>LONGITUDE:</b> -79.6617<br>
|
|
<b>RIVER_STREAM:</b> North Buffalo Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Mcleansville<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> I<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 29.4<br>
|
|
<b>NORMAL_FREEBOARD:</b> 7.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 22.4<br>
|
|
<b>CREST_LENGTH:</b> 400<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 6.4<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 57<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 75<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/03/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/03/2016<br>
|
|
<b>NOD_DATE:</b> 12/04/2015<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 09/01/2016<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-232<br>
|
|
<b>NID_ID:</b> NC02883<br>
|
|
<b>Dam Name:</b> Foster Sikes Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Climax<br>
|
|
<b>LATITUDE:</b> 35.965<br>
|
|
<b>LONGITUDE:</b> -79.714<br>
|
|
<b>RIVER_STREAM:</b> Big Alamance Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Alamance<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 19<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 29.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.4<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 22.6<br>
|
|
<b>CREST_LENGTH:</b> 438<br>
|
|
<b>CREST_WIDTH:</b> 31<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 697.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 118<br>
|
|
<b>SURFACE_AREA(Ac):</b> 7.7<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 70<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 89<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 622<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/02/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/02/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-236<br>
|
|
<b>NID_ID:</b> NC02887<br>
|
|
<b>Dam Name:</b> Hagan Stone Park Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/10/2012<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Climax<br>
|
|
<b>LATITUDE:</b> 35.95<br>
|
|
<b>LONGITUDE:</b> -79.733<br>
|
|
<b>RIVER_STREAM:</b> Big Alamance Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 32.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 8.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 24.0<br>
|
|
<b>CREST_LENGTH:</b> 700<br>
|
|
<b>CREST_WIDTH:</b> 30<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 10.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 96<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 128<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/02/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/02/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-251<br>
|
|
<b>NID_ID:</b> NC02902<br>
|
|
<b>Dam Name:</b> John Painter Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/26/2004<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Gibsonville<br>
|
|
<b>LATITUDE:</b> 36.092<br>
|
|
<b>LONGITUDE:</b> -79.62<br>
|
|
<b>RIVER_STREAM:</b> Rock Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 17.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 7.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 10.2<br>
|
|
<b>CREST_LENGTH:</b> 525<br>
|
|
<b>CREST_WIDTH:</b> 16<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> <br>
|
|
<b>NORMAL POOL ELEV.:</b> 0.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 8.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 33<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 56<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/14/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/14/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-280<br>
|
|
<b>NID_ID:</b> NC02931<br>
|
|
<b>Dam Name:</b> Old Deep River Golf Course Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Volvo-Gm Dam Water Quality #Bo623<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/20/2004<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Guilford<br>
|
|
<b>LATITUDE:</b> 36.07889<br>
|
|
<b>LONGITUDE:</b> -79.96611<br>
|
|
<b>RIVER_STREAM:</b> East Fork Deep River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 6<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RC<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 21.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.7<br>
|
|
<b>CREST_LENGTH:</b> 600<br>
|
|
<b>CREST_WIDTH:</b> 18<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 879.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 43<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 12<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 20<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 421<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/17/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/17/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-287<br>
|
|
<b>NID_ID:</b> NC04892<br>
|
|
<b>Dam Name:</b> Brookway Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Brookglen Dam<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Guilford<br>
|
|
<b>LATITUDE:</b> 36.10611<br>
|
|
<b>LONGITUDE:</b> -79.89194<br>
|
|
<b>RIVER_STREAM:</b> Horsepen Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 16.1<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 12.5<br>
|
|
<b>CREST_LENGTH:</b> 230<br>
|
|
<b>CREST_WIDTH:</b> 11<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 840.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 22<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 5<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 6<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Culvert<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/04/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/04/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-306<br>
|
|
<b>NID_ID:</b> NC05557<br>
|
|
<b>Dam Name:</b> Donald Cox Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Climax<br>
|
|
<b>LATITUDE:</b> 35.94<br>
|
|
<b>LONGITUDE:</b> -79.6828<br>
|
|
<b>RIVER_STREAM:</b> Trib To Big Alamance Creek<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 10<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RP<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 15.1<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 12.5<br>
|
|
<b>CREST_LENGTH:</b> 265<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> <br>
|
|
<b>NORMAL POOL ELEV.:</b> 0.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 12<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 13<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/13/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/13/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> GUILF-309<br>
|
|
<b>NID_ID:</b> NC05607<br>
|
|
<b>Dam Name:</b> Cardinal Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> BREACHED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 10/19/2004<br>
|
|
<b>COUNTY:</b> Guilford<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Summerfield<br>
|
|
<b>LATITUDE:</b> 36.1410<br>
|
|
<b>LONGITUDE:</b> -79.9160<br>
|
|
<b>RIVER_STREAM:</b> Trib to Brush Creek<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Greensboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RP<br>
|
|
<b>YEAR CONSTRUCTED:</b> 0<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> Breached<br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> 2008<br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 19.2<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 14.7<br>
|
|
<b>CREST_LENGTH:</b> 250<br>
|
|
<b>CREST_WIDTH:</b> 31<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> <br>
|
|
<b>NORMAL POOL ELEV.:</b> 0.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 15<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 19<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Chuck Kirchner<br>
|
|
<b>CONDITION ASSESSMENT:</b> <br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/06/2008<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/06/2018<br>
|
|
<b>NOD_DATE:</b> 03/29/2007<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 09/30/2007<br>
|
|
<b>NOD_RESOLVED:</b> Y
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> MONTG-043<br>
|
|
<b>NID_ID:</b> NC06129<br>
|
|
<b>Dam Name:</b> River Road Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/11/2014<br>
|
|
<b>COUNTY:</b> Montgomery<br>
|
|
<b>REGION:</b> FRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Morrow Mountain<br>
|
|
<b>LATITUDE:</b> 35.3607<br>
|
|
<b>LONGITUDE:</b> -80.0404<br>
|
|
<b>RIVER_STREAM:</b> Big Island Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Troy<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> <br>
|
|
<b>NORMAL_FREEBOARD:</b> <br>
|
|
<b>HYDRAULIC_HEIGHT:</b> <br>
|
|
<b>CREST_LENGTH:</b> <br>
|
|
<b>CREST_WIDTH:</b> <br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> <br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> <br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> <br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> <br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> <br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Chute<br>
|
|
<b>INSPECTORS:</b> <br>
|
|
<b>CONDITION ASSESSMENT:</b> <br>
|
|
<b>LAST_INSPECTION_DATE:</b> <br>
|
|
<b>NEXT_INSPECTION_DATE:</b> <br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-002<br>
|
|
<b>NID_ID:</b> NC00460<br>
|
|
<b>Dam Name:</b> Schoonbeck Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/01/2013<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Denton<br>
|
|
<b>LATITUDE:</b> 35.69<br>
|
|
<b>LONGITUDE:</b> -80.01583<br>
|
|
<b>RIVER_STREAM:</b> Jackson Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Jackson Creek<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1965<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 39.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 35.0<br>
|
|
<b>CREST_LENGTH:</b> 870<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 10.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 156<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 190<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/11/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/11/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-008<br>
|
|
<b>NID_ID:</b> NC00444<br>
|
|
<b>Dam Name:</b> Bob Cat Acres Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> BREACHED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Fair Grove<br>
|
|
<b>LATITUDE:</b> 35.872<br>
|
|
<b>LONGITUDE:</b> -80.029<br>
|
|
<b>RIVER_STREAM:</b> Uwharrie River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Trinity<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1937<br>
|
|
<b>CONSTRUCTED_BY:</b> Mendenhall Const. Co.<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 26.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 23.5<br>
|
|
<b>CREST_LENGTH:</b> 436<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 845.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 90<br>
|
|
<b>SURFACE_AREA(Ac):</b> 9.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 78<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 99<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 534<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Leonard, Shannon<br>
|
|
<b>CONDITION ASSESSMENT:</b> Not Rated<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/13/2013<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/13/2023<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-010<br>
|
|
<b>NID_ID:</b> NC03721<br>
|
|
<b>Dam Name:</b> King Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Seagrove<br>
|
|
<b>LATITUDE:</b> 35.59583<br>
|
|
<b>LONGITUDE:</b> -79.80889<br>
|
|
<b>RIVER_STREAM:</b> Reed Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Asbury<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 11<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 18.6<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 16.0<br>
|
|
<b>CREST_LENGTH:</b> 450<br>
|
|
<b>CREST_WIDTH:</b> 30<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 85<br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 46<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 50<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/29/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/29/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-022<br>
|
|
<b>NID_ID:</b> NC00726<br>
|
|
<b>Dam Name:</b> Shaw-Hudson Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/04/2007<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Asheboro<br>
|
|
<b>LATITUDE:</b> 35.651<br>
|
|
<b>LONGITUDE:</b> -79.757<br>
|
|
<b>RIVER_STREAM:</b> Richland Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Highfalls<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 28<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1970<br>
|
|
<b>CONSTRUCTED_BY:</b> Bill Sellers Const Co<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 22.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 18.0<br>
|
|
<b>CREST_LENGTH:</b> 435<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 5.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 40<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 50<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 119<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/24/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/24/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-023<br>
|
|
<b>NID_ID:</b> NC00708<br>
|
|
<b>Dam Name:</b> Farlow Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 11/24/2014<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Asheboro<br>
|
|
<b>LATITUDE:</b> 35.643<br>
|
|
<b>LONGITUDE:</b> -79.802<br>
|
|
<b>RIVER_STREAM:</b> North Prong Richland Creek<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Highfalls<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 29<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1955<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 21.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 20.0<br>
|
|
<b>CREST_LENGTH:</b> 350<br>
|
|
<b>CREST_WIDTH:</b> 8<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 667.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 2016<br>
|
|
<b>SURFACE_AREA(Ac):</b> 20.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 112<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 134<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 50<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/24/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/24/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-024<br>
|
|
<b>NID_ID:</b> NC00452<br>
|
|
<b>Dam Name:</b> Mccrary Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Asheboro<br>
|
|
<b>LATITUDE:</b> 35.716<br>
|
|
<b>LONGITUDE:</b> -79.857<br>
|
|
<b>RIVER_STREAM:</b> Cedar Fork Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Farmer<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 12<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> S<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1930<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 15.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 12.0<br>
|
|
<b>CREST_LENGTH:</b> 444<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 549.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 566<br>
|
|
<b>SURFACE_AREA(Ac):</b> 9.6<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 80<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 96<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 178<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/08/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/08/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-025<br>
|
|
<b>NID_ID:</b> NC00451<br>
|
|
<b>Dam Name:</b> John Bunch Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Asheboro<br>
|
|
<b>LATITUDE:</b> 35.722<br>
|
|
<b>LONGITUDE:</b> -79.861<br>
|
|
<b>RIVER_STREAM:</b> Cedar Fork Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Farmer<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 11<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> S<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1942<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 47.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 14.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 33.0<br>
|
|
<b>CREST_LENGTH:</b> 400<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 583.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 1626<br>
|
|
<b>SURFACE_AREA(Ac):</b> 25.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 396<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 471<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 1146<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/08/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/08/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-027<br>
|
|
<b>NID_ID:</b> NC00453<br>
|
|
<b>Dam Name:</b> Lucas Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Farmer<br>
|
|
<b>LATITUDE:</b> 35.736<br>
|
|
<b>LONGITUDE:</b> -79.878<br>
|
|
<b>RIVER_STREAM:</b> Back Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Farmer<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 10<br>
|
|
<b>DAM_TYPE:</b> PGCN<br>
|
|
<b>DAM_PURPOSE:</b> S<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1947<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 64.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 7.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 57.0<br>
|
|
<b>CREST_LENGTH:</b> 375<br>
|
|
<b>CREST_WIDTH:</b> 5<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 10045<br>
|
|
<b>SURFACE_AREA(Ac):</b> 236.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 5700<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 6840<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 380<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/15/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/15/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-029<br>
|
|
<b>NID_ID:</b> NC00454<br>
|
|
<b>Dam Name:</b> Asheboro Country Club Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Farmer<br>
|
|
<b>LATITUDE:</b> 35.723<br>
|
|
<b>LONGITUDE:</b> -79.923<br>
|
|
<b>RIVER_STREAM:</b> Caraway Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Farmer<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 8<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1947<br>
|
|
<b>CONSTRUCTED_BY:</b> Bill Marbell<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 30.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.8<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 26.2<br>
|
|
<b>CREST_LENGTH:</b> 680<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 505.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 319<br>
|
|
<b>SURFACE_AREA(Ac):</b> 19.3<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 189<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 273<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 492<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/15/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/15/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-037<br>
|
|
<b>NID_ID:</b> NC00486<br>
|
|
<b>Dam Name:</b> Beard Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Glenola<br>
|
|
<b>LATITUDE:</b> 35.831<br>
|
|
<b>LONGITUDE:</b> -79.936<br>
|
|
<b>RIVER_STREAM:</b> Caraway Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Flint Hill<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1965<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 19.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.0<br>
|
|
<b>CREST_LENGTH:</b> 242<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 725.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 77<br>
|
|
<b>SURFACE_AREA(Ac):</b> 6.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 48<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 58<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 30<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/10/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/10/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-040<br>
|
|
<b>NID_ID:</b> NC00447<br>
|
|
<b>Dam Name:</b> Richardson Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Waterford Meadows S/D<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 11/16/2007<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Randleman<br>
|
|
<b>LATITUDE:</b> 35.77028<br>
|
|
<b>LONGITUDE:</b> -79.80361<br>
|
|
<b>RIVER_STREAM:</b> Hasketts Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Worthville<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1951<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 15.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 14.0<br>
|
|
<b>CREST_LENGTH:</b> 475<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 219<br>
|
|
<b>SURFACE_AREA(Ac):</b> 7.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 42<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 45<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/03/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/03/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-042<br>
|
|
<b>NID_ID:</b> NC00449<br>
|
|
<b>Dam Name:</b> Randleman City Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 03/10/2006<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Randleman<br>
|
|
<b>LATITUDE:</b> 35.8157<br>
|
|
<b>LONGITUDE:</b> -79.7765<br>
|
|
<b>RIVER_STREAM:</b> Polecat Creek<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Worthville<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> CBPGCN<br>
|
|
<b>DAM_PURPOSE:</b> S<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1927<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> Repair<br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> 1955<br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 38.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 35.0<br>
|
|
<b>CREST_LENGTH:</b> 220<br>
|
|
<b>CREST_WIDTH:</b> 4<br>
|
|
<b>UPSTREAM_SLOPE:</b> 0.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 0.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 614.8<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 33280<br>
|
|
<b>SURFACE_AREA(Ac):</b> 19.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 106<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 174<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 47700<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Chute<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/13/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/13/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-052<br>
|
|
<b>NID_ID:</b> NC00723<br>
|
|
<b>Dam Name:</b> Overman Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 03/10/2006<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Liberty<br>
|
|
<b>LATITUDE:</b> 35.827<br>
|
|
<b>LONGITUDE:</b> -79.551<br>
|
|
<b>RIVER_STREAM:</b> Rocky River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Siler City<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 12<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1960<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 21.3<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 19.0<br>
|
|
<b>CREST_LENGTH:</b> 1250<br>
|
|
<b>CREST_WIDTH:</b> 24<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 12.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 138<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 167<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 3<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 10/23/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 10/23/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-053<br>
|
|
<b>NID_ID:</b> NC00436<br>
|
|
<b>Dam Name:</b> Bouldin Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 11/15/2013<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> High Point East<br>
|
|
<b>LATITUDE:</b> 35.90028<br>
|
|
<b>LONGITUDE:</b> -79.96806<br>
|
|
<b>RIVER_STREAM:</b> Muddy Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Archdale<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1956<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 15.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.2<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 12.8<br>
|
|
<b>CREST_LENGTH:</b> 413<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 58<br>
|
|
<b>SURFACE_AREA(Ac):</b> 6.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 45<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 54<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 50<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/19/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/19/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-054<br>
|
|
<b>NID_ID:</b> NC00437<br>
|
|
<b>Dam Name:</b> King Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 03/06/1991<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> High Point East<br>
|
|
<b>LATITUDE:</b> 35.906<br>
|
|
<b>LONGITUDE:</b> -79.923<br>
|
|
<b>RIVER_STREAM:</b> Muddy Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Randleman<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 11<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1964<br>
|
|
<b>CONSTRUCTED_BY:</b> Hunt Const Co<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 26.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 22.0<br>
|
|
<b>CREST_LENGTH:</b> 220<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 44<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 53<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 83<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/06/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/06/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-056<br>
|
|
<b>NID_ID:</b> NC00435<br>
|
|
<b>Dam Name:</b> Dodson Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Climax<br>
|
|
<b>LATITUDE:</b> 35.87543<br>
|
|
<b>LONGITUDE:</b> -79.63039<br>
|
|
<b>RIVER_STREAM:</b> Sandy Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Ramseur<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 8<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1948<br>
|
|
<b>CONSTRUCTED_BY:</b> Holt Const Co.<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> Repair<br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> 2010<br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 21.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.7<br>
|
|
<b>CREST_LENGTH:</b> 600<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 601.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 1990<br>
|
|
<b>SURFACE_AREA(Ac):</b> 35.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 418<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 502<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 2100<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/14/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/14/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-060<br>
|
|
<b>NID_ID:</b> NC03725<br>
|
|
<b>Dam Name:</b> Ingold Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Glenola<br>
|
|
<b>LATITUDE:</b> 35.75444<br>
|
|
<b>LONGITUDE:</b> -79.88<br>
|
|
<b>RIVER_STREAM:</b> Back Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Asheboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 16.6<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.2<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.4<br>
|
|
<b>CREST_LENGTH:</b> 206<br>
|
|
<b>CREST_WIDTH:</b> 9<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 660.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 45<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.4<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 15<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 23<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 15<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/15/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/14/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-061<br>
|
|
<b>NID_ID:</b> NC03726<br>
|
|
<b>Dam Name:</b> Woodman Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/16/2013<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Randleman<br>
|
|
<b>LATITUDE:</b> 35.782<br>
|
|
<b>LONGITUDE:</b> -79.785<br>
|
|
<b>RIVER_STREAM:</b> Deep River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Cenral Falls<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 16.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 10.0<br>
|
|
<b>CREST_LENGTH:</b> 385<br>
|
|
<b>CREST_WIDTH:</b> 9<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 14<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 22<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/13/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/13/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-103<br>
|
|
<b>NID_ID:</b> NC03763<br>
|
|
<b>Dam Name:</b> Joe Lambeth Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> BREACHED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Glenola<br>
|
|
<b>LATITUDE:</b> 35.869<br>
|
|
<b>LONGITUDE:</b> -79.999<br>
|
|
<b>RIVER_STREAM:</b> Uwarrie River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> Breached<br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> 2012<br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 19.6<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 18.1<br>
|
|
<b>CREST_LENGTH:</b> 379<br>
|
|
<b>CREST_WIDTH:</b> 11<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 20<br>
|
|
<b>SURFACE_AREA(Ac):</b> 5.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 21<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 24<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Leonard, Shannon<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/09/2013<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/09/2023<br>
|
|
<b>NOD_DATE:</b> 12/01/2010<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 12/01/2011<br>
|
|
<b>NOD_RESOLVED:</b> Y
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-110<br>
|
|
<b>NID_ID:</b> NC03770<br>
|
|
<b>Dam Name:</b> Upper Toms Creek Nursery Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Farmer<br>
|
|
<b>LATITUDE:</b> 35.64889<br>
|
|
<b>LONGITUDE:</b> -79.985<br>
|
|
<b>RIVER_STREAM:</b> Toms Ck-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Farmer<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> I<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 19.1<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 16.6<br>
|
|
<b>CREST_LENGTH:</b> 298<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 485.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 23<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.7<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 10<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 19<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 90<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/25/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/25/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-111<br>
|
|
<b>NID_ID:</b> NC03771<br>
|
|
<b>Dam Name:</b> Middle Toms Creek Nursery Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Farmer<br>
|
|
<b>LATITUDE:</b> 35.648<br>
|
|
<b>LONGITUDE:</b> -79.985<br>
|
|
<b>RIVER_STREAM:</b> Toms Ck-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Farmer<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> I<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.9<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.4<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 18.5<br>
|
|
<b>CREST_LENGTH:</b> 176<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 475.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 28<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 10<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 20<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 70<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/25/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/25/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-112<br>
|
|
<b>NID_ID:</b> NC03772<br>
|
|
<b>Dam Name:</b> Lower Toms Creek Nursery Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Farmer<br>
|
|
<b>LATITUDE:</b> 35.64639<br>
|
|
<b>LONGITUDE:</b> -79.98694<br>
|
|
<b>RIVER_STREAM:</b> Toms Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Farmer<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> I<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.1<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.1<br>
|
|
<b>CREST_LENGTH:</b> 160<br>
|
|
<b>CREST_WIDTH:</b> 16<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 450.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 46<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 20<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 29<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 35<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/25/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/25/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-118<br>
|
|
<b>NID_ID:</b> NC03778<br>
|
|
<b>Dam Name:</b> Pinewood Country Club Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Seagrove<br>
|
|
<b>LATITUDE:</b> 35.62<br>
|
|
<b>LONGITUDE:</b> -79.817<br>
|
|
<b>RIVER_STREAM:</b> North Prong Richland Ck<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 18.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.7<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 13.3<br>
|
|
<b>CREST_LENGTH:</b> 340<br>
|
|
<b>CREST_WIDTH:</b> 41<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 29<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 34<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/12/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/12/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-125<br>
|
|
<b>NID_ID:</b> NC03785<br>
|
|
<b>Dam Name:</b> Fox Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/02/2009<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Farmer<br>
|
|
<b>LATITUDE:</b> 35.712<br>
|
|
<b>LONGITUDE:</b> -79.889<br>
|
|
<b>RIVER_STREAM:</b> Back Ck-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Farmer<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 8<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 22.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.9<br>
|
|
<b>CREST_LENGTH:</b> 272<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 540.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 95<br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 36<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 50<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 170<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/15/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/15/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-185<br>
|
|
<b>NID_ID:</b> NC03845<br>
|
|
<b>Dam Name:</b> Robert L. Reece Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/15/2014<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Farmer<br>
|
|
<b>LATITUDE:</b> 35.681<br>
|
|
<b>LONGITUDE:</b> -79.97<br>
|
|
<b>RIVER_STREAM:</b> Uwharrie River<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Farmer<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> PGCN<br>
|
|
<b>DAM_PURPOSE:</b> S<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1983<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 45.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 15.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 30.0<br>
|
|
<b>CREST_LENGTH:</b> 385<br>
|
|
<b>CREST_WIDTH:</b> 8<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 440.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 600.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 7500<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 13000<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/25/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/25/2018<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> RANDO-190<br>
|
|
<b>NID_ID:</b> NC04933<br>
|
|
<b>Dam Name:</b> Holly Ridge Golf Links Dam No. 1<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Randolph<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Glenola<br>
|
|
<b>LATITUDE:</b> 35.85944<br>
|
|
<b>LONGITUDE:</b> -79.89833<br>
|
|
<b>RIVER_STREAM:</b> Muddy Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Randleman<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 8<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> I<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1994<br>
|
|
<b>CONSTRUCTED_BY:</b> Hamlet Construction Company, Randleman, N.C.<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 19.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.0<br>
|
|
<b>CREST_LENGTH:</b> 645<br>
|
|
<b>CREST_WIDTH:</b> 40<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 4.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 755.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 200<br>
|
|
<b>SURFACE_AREA(Ac):</b> 11.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 88<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 120<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 1100<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 11/12/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 11/12/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> ROCKI-004<br>
|
|
<b>NID_ID:</b> NC00572<br>
|
|
<b>Dam Name:</b> Grogan Estate Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/27/2015<br>
|
|
<b>COUNTY:</b> Rockingham<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Mayodan<br>
|
|
<b>LATITUDE:</b> 36.409<br>
|
|
<b>LONGITUDE:</b> -79.991<br>
|
|
<b>RIVER_STREAM:</b> Big Beaver Island Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Madison<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RI<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1958<br>
|
|
<b>CONSTRUCTED_BY:</b> H J Grogan<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 18.0<br>
|
|
<b>CREST_LENGTH:</b> 450<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 450.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 71<br>
|
|
<b>SURFACE_AREA(Ac):</b> 7.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 50<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 56<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 396<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Culvert<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Leonard, Shannon<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/02/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/02/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> ROCKI-010<br>
|
|
<b>NID_ID:</b> NC00570<br>
|
|
<b>Dam Name:</b> John Smith Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Rockingham<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Southwest Eden<br>
|
|
<b>LATITUDE:</b> 36.485<br>
|
|
<b>LONGITUDE:</b> -79.795<br>
|
|
<b>RIVER_STREAM:</b> Matrimony Cr.-Tr<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Eden<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1962<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 22.9<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.9<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 20.0<br>
|
|
<b>CREST_LENGTH:</b> 234<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 0.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 377<br>
|
|
<b>SURFACE_AREA(Ac):</b> 6.4<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 51<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 58<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 248<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Leonard, Shannon<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/14/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/14/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> ROCKI-017<br>
|
|
<b>NID_ID:</b> NC00565<br>
|
|
<b>Dam Name:</b> Lake Hazel Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/22/2015<br>
|
|
<b>COUNTY:</b> Rockingham<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Southeast Eden<br>
|
|
<b>LATITUDE:</b> 36.393<br>
|
|
<b>LONGITUDE:</b> -79.709<br>
|
|
<b>RIVER_STREAM:</b> Carroll Creek<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Reidsville<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 4<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1962<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 22.2<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.8<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.4<br>
|
|
<b>CREST_LENGTH:</b> 150<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 1926<br>
|
|
<b>SURFACE_AREA(Ac):</b> 22.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 136<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 195<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 165<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Culvert<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Leonard, Shannon<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/14/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/14/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> ROCKI-032<br>
|
|
<b>NID_ID:</b> NC00564<br>
|
|
<b>Dam Name:</b> Southern C's Farm Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Mebane or Meben<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/27/2015<br>
|
|
<b>COUNTY:</b> Rockingham<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Bethany<br>
|
|
<b>LATITUDE:</b> 36.27833<br>
|
|
<b>LONGITUDE:</b> -79.86722<br>
|
|
<b>RIVER_STREAM:</b> Troublesome Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> Wittys Crossroads<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1970<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.0<br>
|
|
<b>CREST_LENGTH:</b> 450<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 14.3<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 86<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 114<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 248<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/08/2011<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/08/2015<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> ROCKI-064<br>
|
|
<b>NID_ID:</b> NC03901<br>
|
|
<b>Dam Name:</b> Jack Neal Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/10/2008<br>
|
|
<b>COUNTY:</b> Rockingham<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Ellisboro<br>
|
|
<b>LATITUDE:</b> 36.2932<br>
|
|
<b>LONGITUDE:</b> -79.9454<br>
|
|
<b>RIVER_STREAM:</b> Hogans Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Eden<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 24<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RI<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1979<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 18.8<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 12.8<br>
|
|
<b>CREST_LENGTH:</b> 277<br>
|
|
<b>CREST_WIDTH:</b> 13<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 277.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 40<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.6<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 8<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 12<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 179<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Leonard, Shannon<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/02/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/02/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> ROCKI-195<br>
|
|
<b>NID_ID:</b> NC04031<br>
|
|
<b>Dam Name:</b> Newman-Bowman Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Rockingham<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Reidsville<br>
|
|
<b>LATITUDE:</b> 36.326<br>
|
|
<b>LONGITUDE:</b> -79.673<br>
|
|
<b>RIVER_STREAM:</b> Troublesome Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Cape Fear<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 17.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.7<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.8<br>
|
|
<b>CREST_LENGTH:</b> 230<br>
|
|
<b>CREST_WIDTH:</b> 8<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 78<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 12<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 17<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Leonard, Shannon<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/21/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/21/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> ROCKI-235<br>
|
|
<b>NID_ID:</b> NC05941<br>
|
|
<b>Dam Name:</b> Belew's Creek Saddle Dike #4<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/13/2010<br>
|
|
<b>COUNTY:</b> Rockingham<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Belews Lake<br>
|
|
<b>LATITUDE:</b> 36.3215<br>
|
|
<b>LONGITUDE:</b> -80.0315<br>
|
|
<b>RIVER_STREAM:</b> Tributary to Dan River<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Mayodan<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> O<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 21.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 18.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 3.0<br>
|
|
<b>CREST_LENGTH:</b> 838<br>
|
|
<b>CREST_WIDTH:</b> 30<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 725.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3136.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/09/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/09/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> ROCKI-236<br>
|
|
<b>NID_ID:</b> NC05942<br>
|
|
<b>Dam Name:</b> Duke Energy Belew's Lake<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/13/2010<br>
|
|
<b>COUNTY:</b> Rockingham<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Belews Lake<br>
|
|
<b>LATITUDE:</b> 36.3200<br>
|
|
<b>LONGITUDE:</b> -80.0244<br>
|
|
<b>RIVER_STREAM:</b> Tributary to Dan River<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Mayodan<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RECN<br>
|
|
<b>DAM_PURPOSE:</b> O<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 160.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 45.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 115.0<br>
|
|
<b>CREST_LENGTH:</b> 3000<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 725.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2136.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Gantt, PE, Matthew E.<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/09/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/09/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> ROCKI-241<br>
|
|
<b>NID_ID:</b> NC06102<br>
|
|
<b>Dam Name:</b> Dan River Service Water Settling Pond Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 03/22/2013<br>
|
|
<b>COUNTY:</b> Rockingham<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Southeast Eden<br>
|
|
<b>LATITUDE:</b> 36.4833<br>
|
|
<b>LONGITUDE:</b> -79.7166<br>
|
|
<b>RIVER_STREAM:</b> Dan River<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Eden<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> 0<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 33.7<br>
|
|
<b>NORMAL_FREEBOARD:</b> 20.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 13.7<br>
|
|
<b>CREST_LENGTH:</b> 125<br>
|
|
<b>CREST_WIDTH:</b> 420<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 504.5<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.2<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 35<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 355<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> <br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Leonard, Shannon<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/15/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/15/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-015<br>
|
|
<b>NID_ID:</b> NC04185<br>
|
|
<b>Dam Name:</b> Slate Dam/Little Yadkin W/S#17<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/20/2015<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> King<br>
|
|
<b>LATITUDE:</b> 36.367<br>
|
|
<b>LONGITUDE:</b> -80.342<br>
|
|
<b>RIVER_STREAM:</b> E Prong Little Yadkin Rvr-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Pinnacle<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 11<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> PC<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1989<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 29.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 8.8<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 19.0<br>
|
|
<b>CREST_LENGTH:</b> 214<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1065.7<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 87<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 14<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 17<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 154<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/12/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/12/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-042<br>
|
|
<b>NID_ID:</b> NC01508<br>
|
|
<b>Dam Name:</b> Lilly Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 03/10/2016<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Pinnacle<br>
|
|
<b>LATITUDE:</b> 36.263<br>
|
|
<b>LONGITUDE:</b> -80.413<br>
|
|
<b>RIVER_STREAM:</b> Crooked Run Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Donnoha<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 5<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RP<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1978<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 25.8<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 20.8<br>
|
|
<b>CREST_LENGTH:</b> 470<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 890.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 160<br>
|
|
<b>SURFACE_AREA(Ac):</b> 6.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 43<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 57<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 323<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/12/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/12/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-084<br>
|
|
<b>NID_ID:</b> NC04237<br>
|
|
<b>Dam Name:</b> Tedder Dam-Lower<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 04/02/2014<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> King<br>
|
|
<b>LATITUDE:</b> 36.306<br>
|
|
<b>LONGITUDE:</b> -80.307<br>
|
|
<b>RIVER_STREAM:</b> Timmons Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Germanton<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 4<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> I<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1986<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 26.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 21.7<br>
|
|
<b>CREST_LENGTH:</b> 350<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 950.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 92<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 24<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 29<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 80<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/13/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/13/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-089<br>
|
|
<b>NID_ID:</b> NC04242<br>
|
|
<b>Dam Name:</b> Lakeview Acres Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/11/2015<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> King<br>
|
|
<b>LATITUDE:</b> 36.26389<br>
|
|
<b>LONGITUDE:</b> -80.32<br>
|
|
<b>RIVER_STREAM:</b> Muddy Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Rural Hall<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 21.4<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.1<br>
|
|
<b>CREST_LENGTH:</b> 135<br>
|
|
<b>CREST_WIDTH:</b> 30<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 950.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 139<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.6<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 15<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 22<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 10<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/13/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/13/2017<br>
|
|
<b>NOD_DATE:</b> 01/25/2016<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 02/25/2016<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-092<br>
|
|
<b>NID_ID:</b> NC04245<br>
|
|
<b>Dam Name:</b> Day Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> King<br>
|
|
<b>LATITUDE:</b> 36.27583<br>
|
|
<b>LONGITUDE:</b> -80.35611<br>
|
|
<b>RIVER_STREAM:</b> Crooked Run<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> King<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 0<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 12.2<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 8.6<br>
|
|
<b>CREST_LENGTH:</b> 200<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1090.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 18<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 3<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 5<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 100<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/07/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/07/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-100<br>
|
|
<b>NID_ID:</b> NC05399<br>
|
|
<b>Dam Name:</b> Little Yadkin River W/S Dam #13a<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 04/23/2014<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> King<br>
|
|
<b>LATITUDE:</b> 36.35611<br>
|
|
<b>LONGITUDE:</b> -80.34778<br>
|
|
<b>RIVER_STREAM:</b> E Prong Little Yadkin River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> C<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1990<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 31.3<br>
|
|
<b>NORMAL_FREEBOARD:</b> 12.1<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 19.2<br>
|
|
<b>CREST_LENGTH:</b> 390<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1027.5<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 10.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 77<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 125<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/12/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/12/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-101<br>
|
|
<b>NID_ID:</b> NC05400<br>
|
|
<b>Dam Name:</b> Little Yadkin River W/S Dam #14/16<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/20/2015<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> King<br>
|
|
<b>LATITUDE:</b> 36.36583<br>
|
|
<b>LONGITUDE:</b> -80.34333<br>
|
|
<b>RIVER_STREAM:</b> E Prong Little Yadkin River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> C<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 18.7<br>
|
|
<b>NORMAL_FREEBOARD:</b> 9.7<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 9.0<br>
|
|
<b>CREST_LENGTH:</b> 395<br>
|
|
<b>CREST_WIDTH:</b> 16<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 11.9<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 43<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 89<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/12/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/12/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-102<br>
|
|
<b>NID_ID:</b> NC04854<br>
|
|
<b>Dam Name:</b> Little Yadkin River W/S Dam #18<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 04/24/2014<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> King<br>
|
|
<b>LATITUDE:</b> 36.37028<br>
|
|
<b>LONGITUDE:</b> -80.33861<br>
|
|
<b>RIVER_STREAM:</b> E Prong Little Yadkin River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> C<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1988<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 31.8<br>
|
|
<b>NORMAL_FREEBOARD:</b> 11.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 20.5<br>
|
|
<b>CREST_LENGTH:</b> 275<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 6.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 49<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 76<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 260<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/12/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/12/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-103<br>
|
|
<b>NID_ID:</b> NC05401<br>
|
|
<b>Dam Name:</b> Little Yadkin River W/S Dam #20<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/20/2015<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> King<br>
|
|
<b>LATITUDE:</b> 36.37278<br>
|
|
<b>LONGITUDE:</b> -80.3275<br>
|
|
<b>RIVER_STREAM:</b> E Prong Little Yadkin River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> C<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1990<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 28.8<br>
|
|
<b>NORMAL_FREEBOARD:</b> 10.1<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 18.7<br>
|
|
<b>CREST_LENGTH:</b> 310<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 6.3<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 47<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 73<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/12/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/12/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-111<br>
|
|
<b>NID_ID:</b> NC05441<br>
|
|
<b>Dam Name:</b> Town Fork Creek W/S Dam #7<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Walnut Cove<br>
|
|
<b>LATITUDE:</b> 36.2616<br>
|
|
<b>LONGITUDE:</b> -80.2125<br>
|
|
<b>RIVER_STREAM:</b> Red Bank Creek<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Walnut Cove<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RC<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1981<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 44.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 19.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 25.0<br>
|
|
<b>CREST_LENGTH:</b> 300<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 682.5<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 2388<br>
|
|
<b>SURFACE_AREA(Ac):</b> 46.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 169<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 338<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 9,999.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/13/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/13/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-113<br>
|
|
<b>NID_ID:</b> NC05822<br>
|
|
<b>Dam Name:</b> Little Yadkin W/S Dam # 8A<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/11/2015<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> King<br>
|
|
<b>LATITUDE:</b> 36.3530<br>
|
|
<b>LONGITUDE:</b> -80.3675<br>
|
|
<b>RIVER_STREAM:</b> East Prong Little Yadkin River<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> King<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> C<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1998<br>
|
|
<b>CONSTRUCTED_BY:</b> Stokes Soil and Water Conservation District<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 33.9<br>
|
|
<b>NORMAL_FREEBOARD:</b> 10.2<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 23.7<br>
|
|
<b>CREST_LENGTH:</b> 350<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 0.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 97<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 14<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 34<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Channel<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/12/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/12/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-116<br>
|
|
<b>NID_ID:</b> NC05937<br>
|
|
<b>Dam Name:</b> Duke Energy Belew's Creek Ash Basin<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/13/2010<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Belews Lake<br>
|
|
<b>LATITUDE:</b> 36.2965<br>
|
|
<b>LONGITUDE:</b> -80.0751<br>
|
|
<b>RIVER_STREAM:</b> Tributary to Dan River<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Mayodan<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 4<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> T<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1971<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> Modify<br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> 2010<br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 135.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 12.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 123.0<br>
|
|
<b>CREST_LENGTH:</b> 1900<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 752.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 711<br>
|
|
<b>SURFACE_AREA(Ac):</b> 350.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 15000<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 18200<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Riser/Barrel<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Leonard, Shannon<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/09/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/09/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-117<br>
|
|
<b>NID_ID:</b> NC05938<br>
|
|
<b>Dam Name:</b> Duke Energy Belew's Creek Saddle Dike #1<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/13/2010<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Belews Lake<br>
|
|
<b>LATITUDE:</b> 36.3143<br>
|
|
<b>LONGITUDE:</b> -80.0402<br>
|
|
<b>RIVER_STREAM:</b> Tributary to Dan River<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Mayodan<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 4<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> O<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1971<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 61.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 18.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 43.5<br>
|
|
<b>CREST_LENGTH:</b> 750<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 725.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 3136.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> <br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/09/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/09/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-118<br>
|
|
<b>NID_ID:</b> NC05939<br>
|
|
<b>Dam Name:</b> Duke Energy Belew's Creek Saddle Dike #2<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/13/2010<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Belews Lake<br>
|
|
<b>LATITUDE:</b> 36.3176<br>
|
|
<b>LONGITUDE:</b> -80.0359<br>
|
|
<b>RIVER_STREAM:</b> Tributary to Dan River<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Mayodan<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 4<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> O<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1971<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 83.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 18.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 65.0<br>
|
|
<b>CREST_LENGTH:</b> 1926<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 725.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3136.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/09/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/09/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> STOKE-119<br>
|
|
<b>NID_ID:</b> NC05940<br>
|
|
<b>Dam Name:</b> Duke Energy Belew's Creek Saddle Dike #3<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/13/2010<br>
|
|
<b>COUNTY:</b> Stokes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Belews Lake<br>
|
|
<b>LATITUDE:</b> 36.3196<br>
|
|
<b>LONGITUDE:</b> -80.0336<br>
|
|
<b>RIVER_STREAM:</b> Tributary to Dan River<br>
|
|
<b>RIVER_BASIN:</b> Roanoke<br>
|
|
<b>NEAREST_TOWN:</b> Mayodan<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 4<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> O<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1971<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 21.1<br>
|
|
<b>NORMAL_FREEBOARD:</b> 18.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 3.1<br>
|
|
<b>CREST_LENGTH:</b> 846<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 725.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 0<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3136.8<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 0<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Kirchner, Chuck<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/09/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/09/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-001<br>
|
|
<b>NID_ID:</b> NC04250<br>
|
|
<b>Dam Name:</b> Greenwood Fishing Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Elkin North<br>
|
|
<b>LATITUDE:</b> 36.257<br>
|
|
<b>LONGITUDE:</b> -80.802<br>
|
|
<b>RIVER_STREAM:</b> Yadkin River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> <br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 15.9<br>
|
|
<b>NORMAL_FREEBOARD:</b> 5.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 11.9<br>
|
|
<b>CREST_LENGTH:</b> 245<br>
|
|
<b>CREST_WIDTH:</b> 15<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 890.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 10<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 13<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/16/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/16/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-003<br>
|
|
<b>NID_ID:</b> NC01397<br>
|
|
<b>Dam Name:</b> Klondike Farm Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Elkin North<br>
|
|
<b>LATITUDE:</b> 36.29555<br>
|
|
<b>LONGITUDE:</b> -80.86566<br>
|
|
<b>RIVER_STREAM:</b> Grassy Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Elkin<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> VACN<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1930<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 27.2<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.2<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 26.0<br>
|
|
<b>CREST_LENGTH:</b> 168<br>
|
|
<b>CREST_WIDTH:</b> 2<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1120.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 1856<br>
|
|
<b>SURFACE_AREA(Ac):</b> 7.2<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 73<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 82<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 289<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/16/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/16/2017<br>
|
|
<b>NOD_DATE:</b> 01/14/2009<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 07/31/2009<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-013<br>
|
|
<b>NID_ID:</b> NC00277<br>
|
|
<b>Dam Name:</b> Green Hill Lake Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/25/2006<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Cana<br>
|
|
<b>LATITUDE:</b> 36.552<br>
|
|
<b>LONGITUDE:</b> -80.632<br>
|
|
<b>RIVER_STREAM:</b> Lovills Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Mount Airy<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1955<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 42.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 36.0<br>
|
|
<b>CREST_LENGTH:</b> 680<br>
|
|
<b>CREST_WIDTH:</b> 30<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1135.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 385<br>
|
|
<b>SURFACE_AREA(Ac):</b> 11.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 202<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 242<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 504<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/02/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/02/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-024<br>
|
|
<b>NID_ID:</b> NC04262<br>
|
|
<b>Dam Name:</b> Town Of Pilot Mountain Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/18/2014<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Pilot Mountain<br>
|
|
<b>LATITUDE:</b> 36.39889<br>
|
|
<b>LONGITUDE:</b> -80.48722<br>
|
|
<b>RIVER_STREAM:</b> Toms Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Pilot Mountain<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> <br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> S<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 15.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 11.0<br>
|
|
<b>CREST_LENGTH:</b> 780<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1050.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 18<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 24<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/17/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/17/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-027<br>
|
|
<b>NID_ID:</b> NC00274<br>
|
|
<b>Dam Name:</b> Low Gap Wildlife Club Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/03/2011<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Roaring Gap<br>
|
|
<b>LATITUDE:</b> 36.477<br>
|
|
<b>LONGITUDE:</b> -80.892<br>
|
|
<b>RIVER_STREAM:</b> Christian Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Elkin<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 21<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1953<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 45.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 6.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 39.2<br>
|
|
<b>CREST_LENGTH:</b> 104<br>
|
|
<b>CREST_WIDTH:</b> 20<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 4.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1540.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 686<br>
|
|
<b>SURFACE_AREA(Ac):</b> 9.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 140<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 206<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 4475<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/29/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/29/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-032<br>
|
|
<b>NID_ID:</b> NC00377<br>
|
|
<b>Dam Name:</b> Stewarts Creek W/S Dam #1A<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Lambsburg<br>
|
|
<b>LATITUDE:</b> 36.55<br>
|
|
<b>LONGITUDE:</b> -80.755<br>
|
|
<b>RIVER_STREAM:</b> Stewarts Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Mount Airy<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 7<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> C<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1972<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 90.7<br>
|
|
<b>NORMAL_FREEBOARD:</b> 31.3<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 59.4<br>
|
|
<b>CREST_LENGTH:</b> 950<br>
|
|
<b>CREST_WIDTH:</b> 24<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1283.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 9069<br>
|
|
<b>SURFACE_AREA(Ac):</b> 82.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 964<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 5091<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 29400<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/02/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/02/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-038<br>
|
|
<b>NID_ID:</b> NC04268<br>
|
|
<b>Dam Name:</b> Jordon Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/13/2011<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Mount Airy North<br>
|
|
<b>LATITUDE:</b> 36.52722<br>
|
|
<b>LONGITUDE:</b> -80.59417<br>
|
|
<b>RIVER_STREAM:</b> Ararat River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Mount Airy<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 26.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.9<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.9<br>
|
|
<b>CREST_LENGTH:</b> 230<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.2<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 8<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 11<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/17/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/17/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-046<br>
|
|
<b>NID_ID:</b> NC04276<br>
|
|
<b>Dam Name:</b> Carpenter Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 01/17/2012<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Dobson<br>
|
|
<b>LATITUDE:</b> 36.47944<br>
|
|
<b>LONGITUDE:</b> -80.69917<br>
|
|
<b>RIVER_STREAM:</b> Cooks Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Dobson<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 10<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 16.7<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.4<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 14.3<br>
|
|
<b>CREST_LENGTH:</b> 290<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 27<br>
|
|
<b>SURFACE_AREA(Ac):</b> 1.2<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 8<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 12<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Unsatisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/10/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/10/2017<br>
|
|
<b>NOD_DATE:</b> 12/16/2008<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 06/30/2009<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-047<br>
|
|
<b>NID_ID:</b> NC04277<br>
|
|
<b>Dam Name:</b> Blue Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Dobson<br>
|
|
<b>LATITUDE:</b> 36.417<br>
|
|
<b>LONGITUDE:</b> -80.659<br>
|
|
<b>RIVER_STREAM:</b> Fisher River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Rockford<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 23<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> P<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 18.7<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.7<br>
|
|
<b>CREST_LENGTH:</b> 550<br>
|
|
<b>CREST_WIDTH:</b> 15<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 108<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.6<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 25<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 19<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 222<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Unsatisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/10/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/10/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-061<br>
|
|
<b>NID_ID:</b> NC04291<br>
|
|
<b>Dam Name:</b> W. Reynolds Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Roaring Gap<br>
|
|
<b>LATITUDE:</b> 36.442<br>
|
|
<b>LONGITUDE:</b> -80.932<br>
|
|
<b>RIVER_STREAM:</b> Long Creek<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Devotion<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 1<br>
|
|
<b>DAM_TYPE:</b> PGCN<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 34.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 30.0<br>
|
|
<b>CREST_LENGTH:</b> 112<br>
|
|
<b>CREST_WIDTH:</b> 16<br>
|
|
<b>UPSTREAM_SLOPE:</b> 0.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 0.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 525<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 42<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 48<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 16<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/22/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/22/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-063<br>
|
|
<b>NID_ID:</b> NC04293<br>
|
|
<b>Dam Name:</b> Alberty Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 11/06/2009<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Copeland<br>
|
|
<b>LATITUDE:</b> 36.32167<br>
|
|
<b>LONGITUDE:</b> -80.71833<br>
|
|
<b>RIVER_STREAM:</b> Bear Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Rockford<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 9<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 16.7<br>
|
|
<b>NORMAL_FREEBOARD:</b> 1.4<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.3<br>
|
|
<b>CREST_LENGTH:</b> 180<br>
|
|
<b>CREST_WIDTH:</b> 10<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 55<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 12<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 13<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 138<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/16/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/16/2017<br>
|
|
<b>NOD_DATE:</b> 11/06/2009<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 05/31/2010<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> SURRY-097<br>
|
|
<b>NID_ID:</b> NC04990<br>
|
|
<b>Dam Name:</b> Scott-Harris Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 02/02/2011<br>
|
|
<b>COUNTY:</b> Surry<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Copeland<br>
|
|
<b>LATITUDE:</b> 36.33778<br>
|
|
<b>LONGITUDE:</b> -80.65639<br>
|
|
<b>RIVER_STREAM:</b> Little Beaver Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Dobson<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 10<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> I<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1991<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.7<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.1<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.6<br>
|
|
<b>CREST_LENGTH:</b> 530<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 0.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> U<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 28<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 33<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Swaim, Ryan<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/16/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/16/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> WILKE-005<br>
|
|
<b>NID_ID:</b> NC04672<br>
|
|
<b>Dam Name:</b> Oliver Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Wilkes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Moravian Falls<br>
|
|
<b>LATITUDE:</b> 36.088<br>
|
|
<b>LONGITUDE:</b> -81.16<br>
|
|
<b>RIVER_STREAM:</b> Cub Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> North Wilkesboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 5<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 27.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 7.1<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 15.0<br>
|
|
<b>CREST_LENGTH:</b> 210<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1230.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 448<br>
|
|
<b>SURFACE_AREA(Ac):</b> 3.4<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 19<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 25<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 224<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Latham, Tim<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/15/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/15/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> WILKE-021<br>
|
|
<b>NID_ID:</b> NC01474<br>
|
|
<b>Dam Name:</b> Miller Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/11/2012<br>
|
|
<b>COUNTY:</b> Wilkes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Ronda<br>
|
|
<b>LATITUDE:</b> 36.18361<br>
|
|
<b>LONGITUDE:</b> -80.90889<br>
|
|
<b>RIVER_STREAM:</b> East Swan Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Jonesville<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> I<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1979<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 22.7<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.7<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 19.0<br>
|
|
<b>CREST_LENGTH:</b> 295<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1080.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 110<br>
|
|
<b>SURFACE_AREA(Ac):</b> 4.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 30<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 41<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 130<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Latham, Tim<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/15/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/15/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> WILKE-028<br>
|
|
<b>NID_ID:</b> NC04687<br>
|
|
<b>Dam Name:</b> Al Beshears Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Wilkes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Horse Gap<br>
|
|
<b>LATITUDE:</b> 36.25472<br>
|
|
<b>LONGITUDE:</b> -81.34389<br>
|
|
<b>RIVER_STREAM:</b> South Fork Reddies River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Wilbar<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 30.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 4.5<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 25.5<br>
|
|
<b>CREST_LENGTH:</b> 175<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1760.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 138<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 20<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 24<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 100<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Latham, Tim<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/03/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/03/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> WILKE-029<br>
|
|
<b>NID_ID:</b> NC00215<br>
|
|
<b>Dam Name:</b> Koa Campground Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Wilkes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Horse Gap<br>
|
|
<b>LATITUDE:</b> 36.27528<br>
|
|
<b>LONGITUDE:</b> -81.34611<br>
|
|
<b>RIVER_STREAM:</b> South Fork Reddies River-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Wilbar<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1973<br>
|
|
<b>CONSTRUCTED_BY:</b> Mathis Bros.<br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 58.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 15.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 43.0<br>
|
|
<b>CREST_LENGTH:</b> 345<br>
|
|
<b>CREST_WIDTH:</b> 36<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1840.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 1000<br>
|
|
<b>SURFACE_AREA(Ac):</b> 11.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 190<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 324<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 100<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Latham, Tim<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/03/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/03/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> WILKE-030<br>
|
|
<b>NID_ID:</b> NC00300<br>
|
|
<b>Dam Name:</b> W. Kerr Scott<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> EXEMPT-DOD<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Wilkes<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Wilkesboro<br>
|
|
<b>LATITUDE:</b> 36.134<br>
|
|
<b>LONGITUDE:</b> -81.226<br>
|
|
<b>RIVER_STREAM:</b> Yadkin River<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> Wilkesboro<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 6<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> RPC<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1963<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 148.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> 11.0<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 137.0<br>
|
|
<b>CREST_LENGTH:</b> 17400<br>
|
|
<b>CREST_WIDTH:</b> 30<br>
|
|
<b>UPSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 1200.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 20<br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 41000<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 153000<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 100<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> Latham, Tim<br>
|
|
<b>CONDITION ASSESSMENT:</b> Satisfactory<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 12/04/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 12/04/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> YADKI-035<br>
|
|
<b>NID_ID:</b> NC00266<br>
|
|
<b>Dam Name:</b> Deep Creek W/S #30a (Pl-566)<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> Y<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Yadkin<br>
|
|
<b>REGION:</b> WSRO<br>
|
|
<b>QUADRANGLE_NAME:</b> Lone Hickory<br>
|
|
<b>LATITUDE:</b> 36.11778<br>
|
|
<b>LONGITUDE:</b> -80.67306<br>
|
|
<b>RIVER_STREAM:</b> South Deep Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> Yadkin-PeeDee<br>
|
|
<b>NEAREST_TOWN:</b> High Rock<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 73<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> C<br>
|
|
<b>YEAR CONSTRUCTED:</b> 1968<br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 37.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 16.2<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 21.3<br>
|
|
<b>CREST_LENGTH:</b> 608<br>
|
|
<b>CREST_WIDTH:</b> 14<br>
|
|
<b>UPSTREAM_SLOPE:</b> 2.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 3.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> 834.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> 1561<br>
|
|
<b>SURFACE_AREA(Ac):</b> 5.9<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 38<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 444<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> 1280<br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> Other<br>
|
|
<b>INSPECTORS:</b> White, Glen<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/18/2016<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/18/2017<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> YANCE-002<br>
|
|
<b>NID_ID:</b> NC04748<br>
|
|
<b>Dam Name:</b> Cane River Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> BREACHED<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Yancey<br>
|
|
<b>REGION:</b> ARO<br>
|
|
<b>QUADRANGLE_NAME:</b> Burnsville<br>
|
|
<b>LATITUDE:</b> 35.904<br>
|
|
<b>LONGITUDE:</b> -82.332<br>
|
|
<b>RIVER_STREAM:</b> Cane River<br>
|
|
<b>RIVER_BASIN:</b> French Broad<br>
|
|
<b>NEAREST_TOWN:</b> Riverside<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> CBCN<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 45.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> <br>
|
|
<b>HYDRAULIC_HEIGHT:</b> <br>
|
|
<b>CREST_LENGTH:</b> <br>
|
|
<b>CREST_WIDTH:</b> <br>
|
|
<b>UPSTREAM_SLOPE:</b> <br>
|
|
<b>DOWNSTREAM_SLOPE:</b> <br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> <br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> <br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 0<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> <br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> <br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Wait, Jeffrey<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 02/04/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 02/04/2015<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> YANCE-007<br>
|
|
<b>NID_ID:</b> NC04752<br>
|
|
<b>Dam Name:</b> Ayers Pond Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 12/31/1899<br>
|
|
<b>COUNTY:</b> Yancey<br>
|
|
<b>REGION:</b> ARO<br>
|
|
<b>QUADRANGLE_NAME:</b> Burnsville<br>
|
|
<b>LATITUDE:</b> 35.92090<br>
|
|
<b>LONGITUDE:</b> -82.27115<br>
|
|
<b>RIVER_STREAM:</b> Crabtree Creek-Tr<br>
|
|
<b>RIVER_BASIN:</b> French Broad<br>
|
|
<b>NEAREST_TOWN:</b> Windom<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> Breached<br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> 1900<br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 22.0<br>
|
|
<b>NORMAL_FREEBOARD:</b> <br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 0.0<br>
|
|
<b>CREST_LENGTH:</b> 175<br>
|
|
<b>CREST_WIDTH:</b> 9999<br>
|
|
<b>UPSTREAM_SLOPE:</b> 9999.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 9999.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> N<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> <br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> <br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 7<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> <br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Watkins, Wayne<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 01/22/2015<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 01/22/2016<br>
|
|
<b>NOD_DATE:</b> 05/04/2010<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 07/30/2010<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td> <td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> YANCE-010<br>
|
|
<b>NID_ID:</b> NC04755<br>
|
|
<b>Dam Name:</b> Moonshine Mountain Rd Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> Horton Dam<br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 11/17/2008<br>
|
|
<b>COUNTY:</b> Yancey<br>
|
|
<b>REGION:</b> ARO<br>
|
|
<b>QUADRANGLE_NAME:</b> Burnsville<br>
|
|
<b>LATITUDE:</b> 35.95261<br>
|
|
<b>LONGITUDE:</b> -82.28394<br>
|
|
<b>RIVER_STREAM:</b> Mine Fork<br>
|
|
<b>RIVER_BASIN:</b> French Broad<br>
|
|
<b>NEAREST_TOWN:</b> Day Brook<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 2<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 30.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 2.6<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 27.9<br>
|
|
<b>CREST_LENGTH:</b> 232<br>
|
|
<b>CREST_WIDTH:</b> 11<br>
|
|
<b>UPSTREAM_SLOPE:</b> 0.0<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 0.0<br>
|
|
<b>BOTTOM_DRAIN:</b> Y<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> Y<br>
|
|
<b>NORMAL POOL ELEV.:</b> <br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 0.5<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 7<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 8<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> <br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Watkins, Wayne<br>
|
|
<b>CONDITION ASSESSMENT:</b> Poor<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/04/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/04/2016<br>
|
|
<b>NOD_DATE:</b> 03/25/2014<br>
|
|
<b>NOD_DEADLINE_DATE:</b> 03/04/2015<br>
|
|
<b>NOD_RESOLVED:</b> N
|
|
</div></td></tr> <tr><td><div class="googft-card-view" style="font-family:sans-serif;width:450px;padding:4px;border:1px solid #ccc;overflow:hidden">
|
|
<b>STATE_ID:</b> YANCE-011<br>
|
|
<b>NID_ID:</b> NC04756<br>
|
|
<b>Dam Name:</b> Phoenix Pond Dam<br>
|
|
<b>OTHER_DAM_NAMES:</b> <br>
|
|
<b>EAP:</b> N<br>
|
|
<b>EAP_DATE:</b> <br>
|
|
<b>PHASE_1_REPORT:</b> N<br>
|
|
<b>DAM_STATUS:</b> IMPOUNDING<br>
|
|
<b>DAM_HAZARD_POTENTIAL_DESCRIPTI:</b> High<br>
|
|
<b>HAZARD_DATE:</b> 07/17/2014<br>
|
|
<b>COUNTY:</b> Yancey<br>
|
|
<b>REGION:</b> ARO<br>
|
|
<b>QUADRANGLE_NAME:</b> Burnsville<br>
|
|
<b>LATITUDE:</b> 35.97920<br>
|
|
<b>LONGITUDE:</b> -82.29337<br>
|
|
<b>RIVER_STREAM:</b> Jacks Creek<br>
|
|
<b>RIVER_BASIN:</b> French Broad<br>
|
|
<b>NEAREST_TOWN:</b> Day Brook<br>
|
|
<b>DISTANCE_TO_NEAREST_TOWN:</b> 3<br>
|
|
<b>DAM_TYPE:</b> RE<br>
|
|
<b>DAM_PURPOSE:</b> R<br>
|
|
<b>YEAR CONSTRUCTED:</b> <br>
|
|
<b>CONSTRUCTED_BY:</b> <br>
|
|
<b>TYPE_MODIFY_REPAIR:</b> <br>
|
|
<b>MODIFY_REPAIR_YEAR:</b> <br>
|
|
<b>STRUCTURAL_HEIGHT:</b> 20.5<br>
|
|
<b>NORMAL_FREEBOARD:</b> 3.4<br>
|
|
<b>HYDRAULIC_HEIGHT:</b> 17.1<br>
|
|
<b>CREST_LENGTH:</b> 196<br>
|
|
<b>CREST_WIDTH:</b> 12<br>
|
|
<b>UPSTREAM_SLOPE:</b> 1.5<br>
|
|
<b>DOWNSTREAM_SLOPE:</b> 2.0<br>
|
|
<b>BOTTOM_DRAIN:</b> N<br>
|
|
<b>BOTTOM_DRAIN_OPERABLE:</b> U<br>
|
|
<b>NORMAL POOL ELEV.:</b> 0.0<br>
|
|
<b>DRAINAGE_AREA(Ac):</b> <br>
|
|
<b>SURFACE_AREA(Ac):</b> 2.0<br>
|
|
<b>NORMAL_POOL_CAPACITY(Ac-Ft):</b> 10<br>
|
|
<b>MAX_IMPOUNDMENT_CAPACITY(Ac-Ft):</b> 16<br>
|
|
<b>MAX_DISCHARGE_CFS:</b> <br>
|
|
<b>MINIMUM_RELEASE_CFS:</b> 0.00<br>
|
|
<b>PRIMARY_SPILLWAY_TYPE:</b> <br>
|
|
<b>EMRGENCY_SPILLWAY_TYPE:</b> <br>
|
|
<b>INSPECTORS:</b> Watkins, Wayne<br>
|
|
<b>CONDITION ASSESSMENT:</b> Fair<br>
|
|
<b>LAST_INSPECTION_DATE:</b> 03/04/2014<br>
|
|
<b>NEXT_INSPECTION_DATE:</b> 03/04/2016<br>
|
|
<b>NOD_DATE:</b> <br>
|
|
<b>NOD_DEADLINE_DATE:</b> <br>
|
|
<b>NOD_RESOLVED:</b>
|
|
</div></td></tr></table></body></html> |