STATE_ID: ALAMA-012 NID_ID: NC00742 Dam Name: Timber Ridge Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Alamance REGION: WSRO QUADRANGLE_NAME: Kimesville LATITUDE: 35.91 LONGITUDE: -79.517 RIVER_STREAM: Poppaw Creek RIVER_BASIN: Cape Fear NEAREST_TOWN: Saxapahaw DISTANCE_TO_NEAREST_TOWN: 22 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1955 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 22.0 NORMAL_FREEBOARD: 2.0 HYDRAULIC_HEIGHT: 20.0 CREST_LENGTH: 975 CREST_WIDTH: 12 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 674.0 DRAINAGE_AREA(Ac): 966 SURFACE_AREA(Ac): 30.0 NORMAL_POOL_CAPACITY(Ac-Ft): 240 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 288 MAX_DISCHARGE_CFS: 165 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: White, Sue CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/09/2015 NEXT_INSPECTION_DATE: 12/09/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ALAMA-013 NID_ID: NC00745 Dam Name: Snouffer Lake Dam OTHER_DAM_NAMES: Snoffer Lake Dam EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Alamance REGION: WSRO QUADRANGLE_NAME: Burlington LATITUDE: 36.081 LONGITUDE: -79.415 RIVER_STREAM: Bowden Branch RIVER_BASIN: Cape Fear NEAREST_TOWN: Burlington DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1950 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 18.0 NORMAL_FREEBOARD: 3.5 HYDRAULIC_HEIGHT: 14.5 CREST_LENGTH: 470 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 620.0 DRAINAGE_AREA(Ac): 117 SURFACE_AREA(Ac): 9.6 NORMAL_POOL_CAPACITY(Ac-Ft): 43 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 96 MAX_DISCHARGE_CFS: 77 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/13/2011 NEXT_INSPECTION_DATE: 12/12/2021 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ALAMA-029 NID_ID: NC01732 Dam Name: Tredmont Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/21/2014 COUNTY: Alamance REGION: WSRO QUADRANGLE_NAME: Crutchfield Crossroads LATITUDE: 35.86139 LONGITUDE: -79.39972 RIVER_STREAM: Pine Hill Branch-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 41.0 NORMAL_FREEBOARD: 6.0 HYDRAULIC_HEIGHT: 35.0 CREST_LENGTH: 780 CREST_WIDTH: 52 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 20.0 NORMAL_POOL_CAPACITY(Ac-Ft): 280 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 331 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: White, Sue CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/09/2015 NEXT_INSPECTION_DATE: 12/09/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ALAMA-038 NID_ID: NC01740 Dam Name: Capps Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Alamance REGION: WSRO QUADRANGLE_NAME: Burlington LATITUDE: 36.042 LONGITUDE: -79.445 RIVER_STREAM: Big Alamance Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Bellemont DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 24.4 NORMAL_FREEBOARD: 3.4 HYDRAULIC_HEIGHT: 21.0 CREST_LENGTH: 386 CREST_WIDTH: 16 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 550.0 DRAINAGE_AREA(Ac): 64 SURFACE_AREA(Ac): 5.3 NORMAL_POOL_CAPACITY(Ac-Ft): 44 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 52 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: White, Sue CONDITION ASSESSMENT: Unsatisfactory LAST_INSPECTION_DATE: 11/23/2015 NEXT_INSPECTION_DATE: 11/23/2016 NOD_DATE: 12/14/2011 NOD_DEADLINE_DATE: 03/31/2012 NOD_RESOLVED: N |
STATE_ID: ALAMA-090 NID_ID: NC05203 Dam Name: Somerton Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/27/2006 COUNTY: Alamance REGION: WSRO QUADRANGLE_NAME: Gibsonville LATITUDE: 36.08194 LONGITUDE: -79.50972 RIVER_STREAM: Gum Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Burlington DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 9.6 NORMAL_FREEBOARD: 4.4 HYDRAULIC_HEIGHT: 5.2 CREST_LENGTH: 330 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 635.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 1.0 NORMAL_POOL_CAPACITY(Ac-Ft): 16 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 47 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: White, Sue CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 10/27/2015 NEXT_INSPECTION_DATE: 10/27/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ALAMA-092 NID_ID: NC05541 Dam Name: Hudgins Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: DRAINED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Alamance REGION: WSRO QUADRANGLE_NAME: Burlington LATITUDE: 36.0711 LONGITUDE: -79.4467 RIVER_STREAM: Little Alamance Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 13.8 NORMAL_FREEBOARD: HYDRAULIC_HEIGHT: CREST_LENGTH: CREST_WIDTH: UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): NORMAL_POOL_CAPACITY(Ac-Ft): 1 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 10 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: EMRGENCY_SPILLWAY_TYPE: INSPECTORS: White, Sue CONDITION ASSESSMENT: Unsatisfactory LAST_INSPECTION_DATE: 10/27/2015 NEXT_INSPECTION_DATE: 10/27/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ALLEG-010 NID_ID: NC00246 Dam Name: Mountain Lake Dam OTHER_DAM_NAMES: Former Murray Lake Dam EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Alleghany REGION: WSRO QUADRANGLE_NAME: Cumberland Knob LATITUDE: 36.543 LONGITUDE: -80.98 RIVER_STREAM: Crab Creek RIVER_BASIN: New NEAREST_TOWN: Ennice DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1973 CONSTRUCTED_BY: Emerson Woodie TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 41.4 NORMAL_FREEBOARD: 6.4 HYDRAULIC_HEIGHT: 35.0 CREST_LENGTH: 350 CREST_WIDTH: 20 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 2530.8 DRAINAGE_AREA(Ac): 2266 SURFACE_AREA(Ac): 34.1 NORMAL_POOL_CAPACITY(Ac-Ft): 471 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 746 MAX_DISCHARGE_CFS: 119 MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Leonard, Shannon CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/15/2015 NEXT_INSPECTION_DATE: 12/15/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: CASWE-010 NID_ID: NC02018 Dam Name: Yanceyville Water Supply Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/28/2014 COUNTY: Caswell REGION: WSRO QUADRANGLE_NAME: Yanceyville LATITUDE: 36.392 LONGITUDE: -79.35 RIVER_STREAM: Country Line Creek-Tr RIVER_BASIN: Roanoke NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: REPGCN DAM_PURPOSE: S YEAR CONSTRUCTED: 1952 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 19.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 15.0 CREST_LENGTH: 140 CREST_WIDTH: 10 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 462.0 DRAINAGE_AREA(Ac): 1075 SURFACE_AREA(Ac): 5.0 NORMAL_POOL_CAPACITY(Ac-Ft): 30 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 38 MAX_DISCHARGE_CFS: 3675 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: White, Sue CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/16/2015 NEXT_INSPECTION_DATE: 12/16/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: CASWE-012 NID_ID: NC02020 Dam Name: Lunsford Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Caswell REGION: WSRO QUADRANGLE_NAME: Williamsburg LATITUDE: 36.34306 LONGITUDE: -79.50972 RIVER_STREAM: Hostler Br-Tr RIVER_BASIN: Roanoke NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 18.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 14.0 CREST_LENGTH: 230 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 690.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 11 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 14 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: White, Sue CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/16/2015 NEXT_INSPECTION_DATE: 12/16/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: CASWE-031 NID_ID: NC04786 Dam Name: Jones Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Caswell REGION: WSRO QUADRANGLE_NAME: Yanceyville LATITUDE: 36.45833 LONGITUDE: -79.28972 RIVER_STREAM: S. Fork Rattlesnake Creek-Tr RIVER_BASIN: Roanoke NEAREST_TOWN: Blanch DISTANCE_TO_NEAREST_TOWN: 8 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 22.0 NORMAL_FREEBOARD: 4.6 HYDRAULIC_HEIGHT: 17.4 CREST_LENGTH: 230 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 1.3 NORMAL_POOL_CAPACITY(Ac-Ft): 11 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 12 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: White, Sue CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/16/2015 NEXT_INSPECTION_DATE: 12/16/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: CASWE-061 NID_ID: NC04939 Dam Name: J.J. Pointer Dam OTHER_DAM_NAMES: China Plate Dam EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Caswell REGION: WSRO QUADRANGLE_NAME: Leasburg LATITUDE: 36.494 LONGITUDE: -79.175 RIVER_STREAM: Trib to Country Line Ck RIVER_BASIN: Roanoke NEAREST_TOWN: Milton DISTANCE_TO_NEAREST_TOWN: 15 DAM_TYPE: RE DAM_PURPOSE: RI YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 14.9 NORMAL_FREEBOARD: 4.9 HYDRAULIC_HEIGHT: 10.0 CREST_LENGTH: 260 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 0.5 NORMAL_POOL_CAPACITY(Ac-Ft): 2 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 3 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: White, Sue CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/16/2015 NEXT_INSPECTION_DATE: 12/16/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVID-007 NID_ID: NC01420 Dam Name: Davis Lake Dam #1 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/18/2013 COUNTY: Davidson REGION: WSRO QUADRANGLE_NAME: High Point West LATITUDE: 35.959 LONGITUDE: -80.069 RIVER_STREAM: Payne Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Lexington DISTANCE_TO_NEAREST_TOWN: 16 DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 23.4 NORMAL_FREEBOARD: 2.2 HYDRAULIC_HEIGHT: 21.2 CREST_LENGTH: 220 CREST_WIDTH: 12 UPSTREAM_SLOPE: 3.3 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 827.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 1.2 NORMAL_POOL_CAPACITY(Ac-Ft): 11 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 12 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 10/07/2015 NEXT_INSPECTION_DATE: 10/07/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVID-015 NID_ID: NC01395 Dam Name: Glossons Lake Dam #2 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Davidson REGION: WSRO QUADRANGLE_NAME: Lexington West LATITUDE: 35.78748 LONGITUDE: -80.32080 RIVER_STREAM: North Potts Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Linwood DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 21.3 NORMAL_FREEBOARD: 2.5 HYDRAULIC_HEIGHT: 18.8 CREST_LENGTH: 395 CREST_WIDTH: 9 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 703.0 DRAINAGE_AREA(Ac): 51 SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 28 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 36 MAX_DISCHARGE_CFS: 266 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/15/2015 NEXT_INSPECTION_DATE: 12/15/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVID-068 NID_ID: NC04801 Dam Name: Joe Bales Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: BREACHED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Davidson REGION: WSRO QUADRANGLE_NAME: High Point West LATITUDE: 35.90111 LONGITUDE: -80.05833 RIVER_STREAM: Huntts Fork-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: I YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 16.3 NORMAL_FREEBOARD: 1.6 HYDRAULIC_HEIGHT: 13.0 CREST_LENGTH: 260 CREST_WIDTH: 12 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 1.8 NORMAL_POOL_CAPACITY(Ac-Ft): 10 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 12 MAX_DISCHARGE_CFS: 6 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Osborne, Matt CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/10/2012 NEXT_INSPECTION_DATE: 01/10/2022 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVID-086 NID_ID: NC05502 Dam Name: Freeman Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: DRAINED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Davidson REGION: WSRO QUADRANGLE_NAME: Fair Grove LATITUDE: 35.8655 LONGITUDE: -80.0868 RIVER_STREAM: Hamby Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Thomasville DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 12.0 NORMAL_FREEBOARD: 1.8 HYDRAULIC_HEIGHT: 10.2 CREST_LENGTH: 215 CREST_WIDTH: 9 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 1.0 NORMAL_POOL_CAPACITY(Ac-Ft): 4 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 5 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Unsatisfactory LAST_INSPECTION_DATE: 09/17/2015 NEXT_INSPECTION_DATE: 09/17/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVID-087 NID_ID: NC05503 Dam Name: Tucker Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Davidson REGION: WSRO QUADRANGLE_NAME: Fair Grove LATITUDE: 35.85142 LONGITUDE: -80.05398 RIVER_STREAM: Little Uwharrie-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Trinity DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 16.7 NORMAL_FREEBOARD: 3.6 HYDRAULIC_HEIGHT: 13.1 CREST_LENGTH: 208 CREST_WIDTH: 16 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 4.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 880.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 1.8 NORMAL_POOL_CAPACITY(Ac-Ft): 18 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 23 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 10/20/2015 NEXT_INSPECTION_DATE: 10/20/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVID-088 NID_ID: NC05504 Dam Name: Cedar Lodge Dam Lower OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Davidson REGION: WSRO QUADRANGLE_NAME: Fair Grove LATITUDE: 35.84141 LONGITUDE: -80.08434 RIVER_STREAM: Hamby Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Thomasville DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.5 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 16.5 CREST_LENGTH: 365 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 850.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 3.5 NORMAL_POOL_CAPACITY(Ac-Ft): 23 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 29 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 10/20/2015 NEXT_INSPECTION_DATE: 10/20/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVID-089 NID_ID: NC05505 Dam Name: Cedar Lodge Dam Upper OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Davidson REGION: WSRO QUADRANGLE_NAME: Fair Grove LATITUDE: 35.83847 LONGITUDE: -80.08327 RIVER_STREAM: Hamby Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Thomasville DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 17.1 NORMAL_FREEBOARD: 2.0 HYDRAULIC_HEIGHT: 15.1 CREST_LENGTH: 367 CREST_WIDTH: 9 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 840.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 3.0 NORMAL_POOL_CAPACITY(Ac-Ft): 18 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 21 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 10/20/2015 NEXT_INSPECTION_DATE: 10/20/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVID-097 NID_ID: NC05513 Dam Name: Sapona Country Club Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Davidson REGION: WSRO QUADRANGLE_NAME: Lexington West LATITUDE: 35.8118 LONGITUDE: -80.3135 RIVER_STREAM: Beaver Dam Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Lexington DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: F YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 22.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 18.0 CREST_LENGTH: 509 CREST_WIDTH: 15 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 680.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 8.0 NORMAL_POOL_CAPACITY(Ac-Ft): 53 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 66 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 10/20/2015 NEXT_INSPECTION_DATE: 10/23/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVID-100 NID_ID: NC05516 Dam Name: Jerry Clinard Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/28/2012 COUNTY: Davidson REGION: WSRO QUADRANGLE_NAME: Midway LATITUDE: 35.9002 LONGITUDE: -80.1342 RIVER_STREAM: Hunts Fork-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Thomasville DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 17.1 NORMAL_FREEBOARD: 2.0 HYDRAULIC_HEIGHT: 15.0 CREST_LENGTH: 200 CREST_WIDTH: 10 UPSTREAM_SLOPE: 1.5 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 1.5 NORMAL_POOL_CAPACITY(Ac-Ft): 10 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 11 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Unsatisfactory LAST_INSPECTION_DATE: 12/01/2015 NEXT_INSPECTION_DATE: 12/01/2016 NOD_DATE: 12/01/2015 NOD_DEADLINE_DATE: 12/31/2016 NOD_RESOLVED: N |
STATE_ID: DAVID-109 NID_ID: NC05525 Dam Name: Martin Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: BREACHED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Davidson REGION: WSRO QUADRANGLE_NAME: Welcome LATITUDE: 35.9833 LONGITUDE: -80.3518 RIVER_STREAM: Muddy Creek -Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Clemmons DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: F YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 26.0 NORMAL_FREEBOARD: 6.0 HYDRAULIC_HEIGHT: 20.0 CREST_LENGTH: 150 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 2.5 NORMAL_POOL_CAPACITY(Ac-Ft): 20 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 26 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Osborne, Matt CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/07/2011 NEXT_INSPECTION_DATE: 12/07/2021 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVIE-054 NID_ID: NC02250 Dam Name: Lake Myers Family Campground Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Davie REGION: WSRO QUADRANGLE_NAME: Calahaln LATITUDE: 35.922 LONGITUDE: -80.656 RIVER_STREAM: Beaver Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Cooleemee DISTANCE_TO_NEAREST_TOWN: 10 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1984 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 34.8 NORMAL_FREEBOARD: 7.5 HYDRAULIC_HEIGHT: 27.1 CREST_LENGTH: 400 CREST_WIDTH: 18 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 3.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 730.0 DRAINAGE_AREA(Ac): 630 SURFACE_AREA(Ac): 21.8 NORMAL_POOL_CAPACITY(Ac-Ft): 289 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 402 MAX_DISCHARGE_CFS: 995 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/20/2016 NEXT_INSPECTION_DATE: 01/20/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: DAVIE-056 NID_ID: NC02252 Dam Name: Dutchman Creek W/S Dam #7 (Pl-566) OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/29/2014 COUNTY: Davie REGION: WSRO QUADRANGLE_NAME: Mocksville LATITUDE: 35.963 LONGITUDE: -80.554 RIVER_STREAM: Frost Mill Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: High Rock DISTANCE_TO_NEAREST_TOWN: 45 DAM_TYPE: RE DAM_PURPOSE: C YEAR CONSTRUCTED: 1985 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 29.5 NORMAL_FREEBOARD: 13.5 HYDRAULIC_HEIGHT: 16.0 CREST_LENGTH: 597 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 701.5 DRAINAGE_AREA(Ac): 3117 SURFACE_AREA(Ac): 48.0 NORMAL_POOL_CAPACITY(Ac-Ft): 248 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 1351 MAX_DISCHARGE_CFS: 1300 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 02/17/2016 NEXT_INSPECTION_DATE: 02/17/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-004 NID_ID: NC02352 Dam Name: Shelton Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Vienna LATITUDE: 36.136 LONGITUDE: -80.381 RIVER_STREAM: Muddy Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Winston-Salem DISTANCE_TO_NEAREST_TOWN: 4 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 30.6 NORMAL_FREEBOARD: 0.0 HYDRAULIC_HEIGHT: 30.6 CREST_LENGTH: 752 CREST_WIDTH: 31 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 10.0 NORMAL_POOL_CAPACITY(Ac-Ft): 0 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 122 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Unsatisfactory LAST_INSPECTION_DATE: 11/18/2015 NEXT_INSPECTION_DATE: 11/18/2016 NOD_DATE: 03/06/2006 NOD_DEADLINE_DATE: 07/01/2006 NOD_RESOLVED: N |
STATE_ID: FORSY-024 NID_ID: NC01531 Dam Name: Haynes Estate Lake Dam #1 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Clemmons LATITUDE: 36.004 LONGITUDE: -80.393 RIVER_STREAM: Johnson Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Clemmons DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 32.0 NORMAL_FREEBOARD: 1.5 HYDRAULIC_HEIGHT: 31.5 CREST_LENGTH: 269 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 750.0 DRAINAGE_AREA(Ac): 82 SURFACE_AREA(Ac): 4.0 NORMAL_POOL_CAPACITY(Ac-Ft): 11 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 35 MAX_DISCHARGE_CFS: 30 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 09/22/2015 NEXT_INSPECTION_DATE: 09/22/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-025 NID_ID: NC01396 Dam Name: Haynes Estate Lake Dam #2 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Clemmons LATITUDE: 36.009 LONGITUDE: -80.388 RIVER_STREAM: Johnson Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Clemmons DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 17.6 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 14.6 CREST_LENGTH: 325 CREST_WIDTH: 20 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 34 SURFACE_AREA(Ac): 4.0 NORMAL_POOL_CAPACITY(Ac-Ft): 16 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 22 MAX_DISCHARGE_CFS: 91 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 09/22/2015 NEXT_INSPECTION_DATE: 09/22/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-026 NID_ID: NC02368 Dam Name: Lea Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Clemmons LATITUDE: 36.02 LONGITUDE: -80.396 RIVER_STREAM: Johnson Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Clemmons DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 18.0 NORMAL_FREEBOARD: 5.0 HYDRAULIC_HEIGHT: 13.0 CREST_LENGTH: 361 CREST_WIDTH: 10 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 5.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 822 SURFACE_AREA(Ac): 6.1 NORMAL_POOL_CAPACITY(Ac-Ft): 32 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 43 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 09/22/2015 NEXT_INSPECTION_DATE: 09/22/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-029 NID_ID: NC00301 Dam Name: Lasater Mill Pond Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/15/2012 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Clemmons LATITUDE: 36.026 LONGITUDE: -80.42 RIVER_STREAM: Blanket Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Clemmons DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1929 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.0 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 17.0 CREST_LENGTH: 460 CREST_WIDTH: 2 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 30.6 NORMAL_POOL_CAPACITY(Ac-Ft): 204 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 245 MAX_DISCHARGE_CFS: 60 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 09/22/2015 NEXT_INSPECTION_DATE: 09/22/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-057 NID_ID: NC02388 Dam Name: Beroth Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: BREACHED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Clemmons LATITUDE: 36.11 LONGITUDE: -80.406 RIVER_STREAM: Mill Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: West Bend DISTANCE_TO_NEAREST_TOWN: 7 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 16.0 NORMAL_FREEBOARD: 1.0 HYDRAULIC_HEIGHT: 15.0 CREST_LENGTH: 175 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 10 SURFACE_AREA(Ac): 1.3 NORMAL_POOL_CAPACITY(Ac-Ft): 8 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 10 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Steve Barron CONDITION ASSESSMENT: LAST_INSPECTION_DATE: 01/12/2005 NEXT_INSPECTION_DATE: 04/27/9999 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-067 NID_ID: NC00304 Dam Name: Winston Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Winston-Salem East LATITUDE: 36.113 LONGITUDE: -80.201 RIVER_STREAM: Frazier Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Winston-Salem DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: CN DAM_PURPOSE: S YEAR CONSTRUCTED: 1919 CONSTRUCTED_BY: H H Heilig & H Sherrel TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 40.0 NORMAL_FREEBOARD: 2.0 HYDRAULIC_HEIGHT: 38.0 CREST_LENGTH: 60 CREST_WIDTH: 2 UPSTREAM_SLOPE: 0.0 DOWNSTREAM_SLOPE: 0.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 4102 SURFACE_AREA(Ac): 16.5 NORMAL_POOL_CAPACITY(Ac-Ft): 1104 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 1368 MAX_DISCHARGE_CFS: 83 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 11/10/2015 NEXT_INSPECTION_DATE: 11/10/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-091 NID_ID: NC00315 Dam Name: Kernersville Water Supply Dam OTHER_DAM_NAMES: Old Valley School Road Dam EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Belews Creek LATITUDE: 36.15448 LONGITUDE: -80.10058 RIVER_STREAM: Belews Creek RIVER_BASIN: Roanoke NEAREST_TOWN: Grimes Crossroads DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: S YEAR CONSTRUCTED: 1952 CONSTRUCTED_BY: Gilbert Engineers TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.0 NORMAL_FREEBOARD: 6.0 HYDRAULIC_HEIGHT: 14.0 CREST_LENGTH: 650 CREST_WIDTH: 20 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 816.5 DRAINAGE_AREA(Ac): 2112 SURFACE_AREA(Ac): 40.0 NORMAL_POOL_CAPACITY(Ac-Ft): 280 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 300 MAX_DISCHARGE_CFS: 3055 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 11/10/2015 NEXT_INSPECTION_DATE: 11/10/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-105 NID_ID: NC02424 Dam Name: Sabrina Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: DRAINED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Winston-Salem West LATITUDE: 36.012 LONGITUDE: -80.287 RIVER_STREAM: South Fork Muddy Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Winston-Salem DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: REMS DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 18.0 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 15.0 CREST_LENGTH: 260 CREST_WIDTH: 8 UPSTREAM_SLOPE: 1.0 DOWNSTREAM_SLOPE: 1.5 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 5.8 NORMAL_POOL_CAPACITY(Ac-Ft): 35 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 42 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 01/27/2015 NEXT_INSPECTION_DATE: 01/27/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-111 NID_ID: NC02428 Dam Name: Janita Lake Dam Upper OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Winston-Salem West LATITUDE: 36.035 LONGITUDE: -80.28972 RIVER_STREAM: Salem Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Winston-Salem DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 12.5 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 9.0 CREST_LENGTH: 175 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 1.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 209 SURFACE_AREA(Ac): 2.5 NORMAL_POOL_CAPACITY(Ac-Ft): 9 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 16 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 01/20/2016 NEXT_INSPECTION_DATE: 01/20/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-112 NID_ID: NC00326 Dam Name: Myers Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: DRAINED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/24/2013 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Winston-Salem West LATITUDE: 36.05278 LONGITUDE: -80.27194 RIVER_STREAM: Salem Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Winston-Salem DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1953 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 30.0 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 27.0 CREST_LENGTH: 342 CREST_WIDTH: 10 UPSTREAM_SLOPE: 1.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 5.4 NORMAL_POOL_CAPACITY(Ac-Ft): 54 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 65 MAX_DISCHARGE_CFS: 3 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Unsatisfactory LAST_INSPECTION_DATE: 07/14/2015 NEXT_INSPECTION_DATE: 07/14/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-122 NID_ID: NC01543 Dam Name: Beauchamp Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 03/04/2015 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Winston-Salem West LATITUDE: 36.098 LONGITUDE: -80.374 RIVER_STREAM: Tomahawk Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Winston-Salem DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 26.0 NORMAL_FREEBOARD: 6.0 HYDRAULIC_HEIGHT: 20.0 CREST_LENGTH: 150 CREST_WIDTH: 12 UPSTREAM_SLOPE: 1.5 DOWNSTREAM_SLOPE: 1.5 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 301 SURFACE_AREA(Ac): 6.3 NORMAL_POOL_CAPACITY(Ac-Ft): 50 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 42 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Unsatisfactory LAST_INSPECTION_DATE: 09/23/2015 NEXT_INSPECTION_DATE: 09/23/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-146 NID_ID: NC00310 Dam Name: Hanes Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Rural Hall LATITUDE: 36.146 LONGITUDE: -80.361 RIVER_STREAM: Bill Branch RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Pfafftown DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1959 CONSTRUCTED_BY: Gordan Hanes TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 30.0 NORMAL_FREEBOARD: 10.0 HYDRAULIC_HEIGHT: 20.0 CREST_LENGTH: 575 CREST_WIDTH: 16 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 934 SURFACE_AREA(Ac): 25.0 NORMAL_POOL_CAPACITY(Ac-Ft): 240 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 288 MAX_DISCHARGE_CFS: 40 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 11/18/2015 NEXT_INSPECTION_DATE: 11/18/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-147 NID_ID: NC01579 Dam Name: Gambill Lake Dam Middle OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/09/2004 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Rural Hall LATITUDE: 36.156 LONGITUDE: -80.366 RIVER_STREAM: Bill Branch-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Pfafftown DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 24.6 NORMAL_FREEBOARD: 8.0 HYDRAULIC_HEIGHT: 16.6 CREST_LENGTH: 278 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 846.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 3.0 NORMAL_POOL_CAPACITY(Ac-Ft): 20 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 30 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 10/22/2015 NEXT_INSPECTION_DATE: 10/25/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-150 NID_ID: NC01533 Dam Name: Fowler Lake Dam #1 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Rural Hall LATITUDE: 36.1581 LONGITUDE: -80.3574 RIVER_STREAM: Muddy Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Pfafftown DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 30.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 24.0 CREST_LENGTH: 280 CREST_WIDTH: 20 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 807.0 DRAINAGE_AREA(Ac): 50 SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 19 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 40 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 99,999.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 10/06/2015 NEXT_INSPECTION_DATE: 10/06/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-151 NID_ID: NC02452 Dam Name: Fowler Lake Dam #3 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: BREACHED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Rural Hall LATITUDE: 36.172 LONGITUDE: -80.35 RIVER_STREAM: Muddy Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Pfafftown DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 17.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 13.0 CREST_LENGTH: 350 CREST_WIDTH: 30 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 1.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 2.9 NORMAL_POOL_CAPACITY(Ac-Ft): 15 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 20 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Osborne, Matt CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 02/28/2012 NEXT_INSPECTION_DATE: 02/28/2022 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-157 NID_ID: NC01539 Dam Name: Creeson Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Rural Hall LATITUDE: 36.16158 LONGITUDE: -80.25143 RIVER_STREAM: Leak Fork Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Winston-Salem DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 29.2 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 25.6 CREST_LENGTH: 288 CREST_WIDTH: 15 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 850.0 DRAINAGE_AREA(Ac): 154 SURFACE_AREA(Ac): 3.0 NORMAL_POOL_CAPACITY(Ac-Ft): 39 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 60 MAX_DISCHARGE_CFS: 24 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Unsatisfactory LAST_INSPECTION_DATE: 03/02/2016 NEXT_INSPECTION_DATE: 08/21/2016 NOD_DATE: 12/05/2014 NOD_DEADLINE_DATE: 01/05/2015 NOD_RESOLVED: N |
STATE_ID: FORSY-181 NID_ID: NC02468 Dam Name: Gambill Pond Dam Lower OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Rural Hall LATITUDE: 36.15306 LONGITUDE: -80.36472 RIVER_STREAM: Bill Branch-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Pfafftown DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 18.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 14.0 CREST_LENGTH: 323 CREST_WIDTH: 30 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 3.1 NORMAL_POOL_CAPACITY(Ac-Ft): 17 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 22 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 10/22/2015 NEXT_INSPECTION_DATE: 10/22/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-208 NID_ID: NC05548 Dam Name: Loch Drive Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Rural Hall LATITUDE: 36.1429 LONGITUDE: -80.3061 RIVER_STREAM: RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Winston-Salem DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 15.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 11.0 CREST_LENGTH: 150 CREST_WIDTH: 35 UPSTREAM_SLOPE: 1.5 DOWNSTREAM_SLOPE: 1.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 1.5 NORMAL_POOL_CAPACITY(Ac-Ft): 7 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 10 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Steve Barron CONDITION ASSESSMENT: LAST_INSPECTION_DATE: 02/16/2005 NEXT_INSPECTION_DATE: 02/03/9999 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-209 NID_ID: NC05549 Dam Name: Beaver Brook Drive Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Clemmons LATITUDE: 36.0238 LONGITUDE: -80.3902 RIVER_STREAM: Johnson Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Clemmons DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1958 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 8.2 NORMAL_FREEBOARD: 2.6 HYDRAULIC_HEIGHT: 5.6 CREST_LENGTH: 188 CREST_WIDTH: 30 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 3.4 NORMAL_POOL_CAPACITY(Ac-Ft): 8 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 11 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 09/22/2015 NEXT_INSPECTION_DATE: 09/22/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: FORSY-222 NID_ID: NC06118 Dam Name: Kaymoore Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/26/2013 COUNTY: Forsyth REGION: WSRO QUADRANGLE_NAME: Winston-Salem West LATITUDE: 36.0126 LONGITUDE: -80.2776 RIVER_STREAM: Trib to Muddy Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 0 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 12.0 NORMAL_FREEBOARD: 2.0 HYDRAULIC_HEIGHT: 10.0 CREST_LENGTH: 247 CREST_WIDTH: 14 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 747.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 1.7 NORMAL_POOL_CAPACITY(Ac-Ft): 7 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 9 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 10/08/2015 NEXT_INSPECTION_DATE: 10/08/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-009 NID_ID: NC00677 Dam Name: Blaylock Lake Dam OTHER_DAM_NAMES: Heron's Nest Dam EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/20/2011 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Belews Creek LATITUDE: 36.1733 LONGITUDE: -80.0144 RIVER_STREAM: Haw River-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Oak Ridge DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1955 CONSTRUCTED_BY: Brown Const Co TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.0 NORMAL_FREEBOARD: 5.0 HYDRAULIC_HEIGHT: 15.0 CREST_LENGTH: 300 CREST_WIDTH: 17 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: NORMAL POOL ELEV.: 0.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 12.0 NORMAL_POOL_CAPACITY(Ac-Ft): 72 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 96 MAX_DISCHARGE_CFS: 165 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Siphon EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/17/2015 NEXT_INSPECTION_DATE: 11/17/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-010 NID_ID: NC02753 Dam Name: Odom Dam OTHER_DAM_NAMES: Offutt Dam EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Belews Creek LATITUDE: 36.169 LONGITUDE: -80.01 RIVER_STREAM: Haw River-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Altamahaw DISTANCE_TO_NEAREST_TOWN: 35 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1971 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 23.0 NORMAL_FREEBOARD: 6.0 HYDRAULIC_HEIGHT: 17.0 CREST_LENGTH: 270 CREST_WIDTH: 14 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 892.0 DRAINAGE_AREA(Ac): 123 SURFACE_AREA(Ac): 3.0 NORMAL_POOL_CAPACITY(Ac-Ft): 15 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 36 MAX_DISCHARGE_CFS: 120 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/17/2015 NEXT_INSPECTION_DATE: 11/17/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-015 NID_ID: NC02755 Dam Name: Smith Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Kernersville LATITUDE: 36.038 LONGITUDE: -80.007 RIVER_STREAM: West Fork Deep River-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: High Point DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 15.5 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 12.5 CREST_LENGTH: 208 CREST_WIDTH: 8 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: NORMAL POOL ELEV.: 0.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 10 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 12 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 03/02/2016 NEXT_INSPECTION_DATE: 03/02/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-016 NID_ID: NC02756 Dam Name: Hutton Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Kernersville LATITUDE: 36.027 LONGITUDE: -80.032 RIVER_STREAM: Hiatt Branch-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: High Point DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: RQ YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 14.1 NORMAL_FREEBOARD: 4.5 HYDRAULIC_HEIGHT: 14.1 CREST_LENGTH: 470 CREST_WIDTH: 15 UPSTREAM_SLOPE: 2.8 DOWNSTREAM_SLOPE: 3.6 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 875.0 DRAINAGE_AREA(Ac): 67 SURFACE_AREA(Ac): 4.2 NORMAL_POOL_CAPACITY(Ac-Ft): 24 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 37 MAX_DISCHARGE_CFS: 300 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 03/02/2016 NEXT_INSPECTION_DATE: 03/02/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-042 NID_ID: NC00585 Dam Name: Hillside Lake Dam OTHER_DAM_NAMES: River Hills Plantation Dam Water Q.#Co404 EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Summerfield LATITUDE: 36.1316 LONGITUDE: -79.9241 RIVER_STREAM: Brush Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: 10 DAM_TYPE: RE DAM_PURPOSE: RQ YEAR CONSTRUCTED: 1920 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.0 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 17.0 CREST_LENGTH: 300 CREST_WIDTH: 16 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 818.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 10.0 NORMAL_POOL_CAPACITY(Ac-Ft): 68 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 80 MAX_DISCHARGE_CFS: 165 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/10/2015 NEXT_INSPECTION_DATE: 11/10/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-049 NID_ID: NC00612 Dam Name: Hillsdale Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/11/2013 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Summerfield LATITUDE: 36.184 LONGITUDE: -79.876 RIVER_STREAM: Reedy Fork-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Oak Ridge DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1960 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 25.0 NORMAL_FREEBOARD: 5.0 HYDRAULIC_HEIGHT: 20.0 CREST_LENGTH: 300 CREST_WIDTH: 26 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 783.0 DRAINAGE_AREA(Ac): 320 SURFACE_AREA(Ac): 20.0 NORMAL_POOL_CAPACITY(Ac-Ft): 160 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 200 MAX_DISCHARGE_CFS: 70 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Culvert EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 03/02/2016 NEXT_INSPECTION_DATE: 03/02/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-052 NID_ID: NC00679 Dam Name: Lake Jeanette Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/29/2014 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Lake Brandt LATITUDE: 36.159 LONGITUDE: -79.798 RIVER_STREAM: Richland Creek RIVER_BASIN: Cape Fear NEAREST_TOWN: Ossipee DISTANCE_TO_NEAREST_TOWN: 20 DAM_TYPE: RE DAM_PURPOSE: RS YEAR CONSTRUCTED: 1943 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 50.0 NORMAL_FREEBOARD: 10.0 HYDRAULIC_HEIGHT: 40.0 CREST_LENGTH: 1500 CREST_WIDTH: 15 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 749.6 DRAINAGE_AREA(Ac): 4915 SURFACE_AREA(Ac): 272.0 NORMAL_POOL_CAPACITY(Ac-Ft): 4352 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 8042 MAX_DISCHARGE_CFS: 14230 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Chute EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 02/10/2016 NEXT_INSPECTION_DATE: 02/10/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-056 NID_ID: NC00613 Dam Name: Richardson Lake Dam OTHER_DAM_NAMES: New Owner Is Stephens EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/30/2014 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Lake Brandt LATITUDE: 36.1797 LONGITUDE: -79.8407 RIVER_STREAM: Reedy Fork-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Ossipee DISTANCE_TO_NEAREST_TOWN: 25 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1944 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 21.4 NORMAL_FREEBOARD: 5.0 HYDRAULIC_HEIGHT: 16.4 CREST_LENGTH: 325 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 749.0 DRAINAGE_AREA(Ac): 550 SURFACE_AREA(Ac): 16.0 NORMAL_POOL_CAPACITY(Ac-Ft): 105 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 137 MAX_DISCHARGE_CFS: 66 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 02/10/2016 NEXT_INSPECTION_DATE: 02/10/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-065 NID_ID: NC00600 Dam Name: Lake Herman Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/19/2014 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Browns Summit LATITUDE: 36.172 LONGITUDE: -79.726 RIVER_STREAM: Reedy Fork - Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Ossipee DISTANCE_TO_NEAREST_TOWN: 15 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1920 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 25.0 NORMAL_FREEBOARD: 10.0 HYDRAULIC_HEIGHT: 15.0 CREST_LENGTH: 375 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 730.0 DRAINAGE_AREA(Ac): 685 SURFACE_AREA(Ac): 12.0 NORMAL_POOL_CAPACITY(Ac-Ft): 72 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 120 MAX_DISCHARGE_CFS: 330 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Channel EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/04/2014 NEXT_INSPECTION_DATE: 12/04/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-074 NID_ID: NC00669 Dam Name: Lynwood Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: McLeansville LATITUDE: 36.004 LONGITUDE: -79.731 RIVER_STREAM: Little Alamance Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Troxlers Mill DISTANCE_TO_NEAREST_TOWN: 4 DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: 1962 CONSTRUCTED_BY: W L Simmons TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 32.5 NORMAL_FREEBOARD: 7.3 HYDRAULIC_HEIGHT: 25.2 CREST_LENGTH: 695 CREST_WIDTH: 6 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 695.0 DRAINAGE_AREA(Ac): 831 SURFACE_AREA(Ac): 52.0 NORMAL_POOL_CAPACITY(Ac-Ft): 530 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 857 MAX_DISCHARGE_CFS: 1533 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/12/2016 NEXT_INSPECTION_DATE: 01/12/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-077 NID_ID: NC00692 Dam Name: Aydelette Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 03/04/2004 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: McLeansville LATITUDE: 36.038 LONGITUDE: -79.699 RIVER_STREAM: Little Alamance Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Troxlers Mill DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1933 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 23.9 NORMAL_FREEBOARD: 5.0 HYDRAULIC_HEIGHT: 18.9 CREST_LENGTH: 246 CREST_WIDTH: 8 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: NORMAL POOL ELEV.: 0.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 15.0 NORMAL_POOL_CAPACITY(Ac-Ft): 113 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 143 MAX_DISCHARGE_CFS: 83 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Channel EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/12/2016 NEXT_INSPECTION_DATE: 01/12/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-081 NID_ID: NC00682 Dam Name: Rounda Dam OTHER_DAM_NAMES: Woodlea EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Greensboro LATITUDE: 36.022 LONGITUDE: -79.786 RIVER_STREAM: South Buffalo Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1950 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 31.0 NORMAL_FREEBOARD: 5.0 HYDRAULIC_HEIGHT: 26.0 CREST_LENGTH: 465 CREST_WIDTH: 54 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 450.0 DRAINAGE_AREA(Ac): 117 SURFACE_AREA(Ac): 14.0 NORMAL_POOL_CAPACITY(Ac-Ft): 146 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 231 MAX_DISCHARGE_CFS: 150 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Culvert EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/18/2014 NEXT_INSPECTION_DATE: 12/18/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-085 NID_ID: NC00599 Dam Name: Buffalo Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Greensboro LATITUDE: 36.113 LONGITUDE: -79.783 RIVER_STREAM: North Buffalo Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: S YEAR CONSTRUCTED: 1922 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 23.0 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 20.0 CREST_LENGTH: 960 CREST_WIDTH: 17 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 4.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 960.0 DRAINAGE_AREA(Ac): 2368 SURFACE_AREA(Ac): 76.0 NORMAL_POOL_CAPACITY(Ac-Ft): 608 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 868 MAX_DISCHARGE_CFS: 5000 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Channel EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/09/2014 NEXT_INSPECTION_DATE: 12/09/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-091 NID_ID: NC00695 Dam Name: Adams Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/13/2012 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Guilford LATITUDE: 36.023 LONGITUDE: -79.907 RIVER_STREAM: Bull Run Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Jamestown DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1955 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: Repair MODIFY_REPAIR_YEAR: 2002 STRUCTURAL_HEIGHT: 20.0 NORMAL_FREEBOARD: 5.0 HYDRAULIC_HEIGHT: 15.0 CREST_LENGTH: 300 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 790.0 DRAINAGE_AREA(Ac): 1000 SURFACE_AREA(Ac): 12.0 NORMAL_POOL_CAPACITY(Ac-Ft): 72 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 96 MAX_DISCHARGE_CFS: 99 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Chute EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/20/2016 NEXT_INSPECTION_DATE: 01/20/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-097 NID_ID: NC00595 Dam Name: Linthicum Lake Dam (Breached) OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: BREACHED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: High Point East LATITUDE: 35.975 LONGITUDE: -79.954 RIVER_STREAM: Deep River-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Jamestown DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1962 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: Repair MODIFY_REPAIR_YEAR: 1995 STRUCTURAL_HEIGHT: 13.7 NORMAL_FREEBOARD: 2.0 HYDRAULIC_HEIGHT: 11.0 CREST_LENGTH: 300 CREST_WIDTH: 17 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 1.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 790.0 DRAINAGE_AREA(Ac): 350 SURFACE_AREA(Ac): 6.0 NORMAL_POOL_CAPACITY(Ac-Ft): 26 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 33 MAX_DISCHARGE_CFS: 99 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Chuck Kirchner CONDITION ASSESSMENT: LAST_INSPECTION_DATE: 11/10/2010 NEXT_INSPECTION_DATE: 11/10/2020 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-104 NID_ID: NC00676 Dam Name: Forest Oaks Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Climax LATITUDE: 35.9969 LONGITUDE: -79.714 RIVER_STREAM: Beaver Creek RIVER_BASIN: Cape Fear NEAREST_TOWN: Alamance DISTANCE_TO_NEAREST_TOWN: 16 DAM_TYPE: RE DAM_PURPOSE: I YEAR CONSTRUCTED: 1964 CONSTRUCTED_BY: Hilton Const Co TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 24.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 20.0 CREST_LENGTH: 625 CREST_WIDTH: 21 UPSTREAM_SLOPE: 1.5 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 625.0 DRAINAGE_AREA(Ac): 787 SURFACE_AREA(Ac): 18.0 NORMAL_POOL_CAPACITY(Ac-Ft): 144 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 222 MAX_DISCHARGE_CFS: 1176 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 01/06/2016 NEXT_INSPECTION_DATE: 01/06/2017 NOD_DATE: 01/06/2016 NOD_DEADLINE_DATE: 09/01/2016 NOD_RESOLVED: N |
STATE_ID: GUILF-131 NID_ID: NC02788 Dam Name: Lower Colonial Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/10/2014 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Guilford LATITUDE: 36.0668 LONGITUDE: -79.9389 RIVER_STREAM: East Fork Deep River-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: PO YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 19.9 NORMAL_FREEBOARD: 7.0 HYDRAULIC_HEIGHT: 12.9 CREST_LENGTH: 350 CREST_WIDTH: 25 UPSTREAM_SLOPE: 1.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 8.0 NORMAL_POOL_CAPACITY(Ac-Ft): 41 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 64 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 02/02/2016 NEXT_INSPECTION_DATE: 02/02/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-139 NID_ID: NC01709 Dam Name: Pilot Life Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Guilford LATITUDE: 36.021 LONGITUDE: -79.887 RIVER_STREAM: Reddicks Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Randleman DISTANCE_TO_NEAREST_TOWN: 20 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1953 CONSTRUCTED_BY: E F Hester Grading Co TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 25.5 NORMAL_FREEBOARD: 2.0 HYDRAULIC_HEIGHT: 23.5 CREST_LENGTH: 545 CREST_WIDTH: 13 UPSTREAM_SLOPE: 3.3 DOWNSTREAM_SLOPE: 2.6 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: NORMAL POOL ELEV.: 545.0 DRAINAGE_AREA(Ac): 74 SURFACE_AREA(Ac): 8.0 NORMAL_POOL_CAPACITY(Ac-Ft): 69 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 99 MAX_DISCHARGE_CFS: 404 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/20/2016 NEXT_INSPECTION_DATE: 01/20/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-147 NID_ID: NC02801 Dam Name: Piedmont Centre Dam OTHER_DAM_NAMES: Young Dam EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/20/2004 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Guilford LATITUDE: 36.05639 LONGITUDE: -79.9425 RIVER_STREAM: East Fork Deep River-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: High Point DISTANCE_TO_NEAREST_TOWN: 0 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 25.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 21.0 CREST_LENGTH: 450 CREST_WIDTH: 17 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 5.0 NORMAL_POOL_CAPACITY(Ac-Ft): 42 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 50 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 02/02/2016 NEXT_INSPECTION_DATE: 02/04/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-153 NID_ID: NC01715 Dam Name: Owens Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: High Point East LATITUDE: 35.983 LONGITUDE: -79.961 RIVER_STREAM: Deep River-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: High Point DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1954 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 29.0 NORMAL_FREEBOARD: 1.0 HYDRAULIC_HEIGHT: 28.0 CREST_LENGTH: 700 CREST_WIDTH: 23 UPSTREAM_SLOPE: 2.1 DOWNSTREAM_SLOPE: 2.3 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 700.0 DRAINAGE_AREA(Ac): 94 SURFACE_AREA(Ac): 7.2 NORMAL_POOL_CAPACITY(Ac-Ft): 72 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 105 MAX_DISCHARGE_CFS: 171 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Culvert INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/07/2015 NEXT_INSPECTION_DATE: 01/07/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-154 NID_ID: NC02807 Dam Name: Welborn Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: High Point East LATITUDE: 35.919 LONGITUDE: -79.93 RIVER_STREAM: Muddy Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Randleman DISTANCE_TO_NEAREST_TOWN: 10 DAM_TYPE: RE DAM_PURPOSE: RI YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.2 NORMAL_FREEBOARD: 2.6 HYDRAULIC_HEIGHT: 17.6 CREST_LENGTH: 320 CREST_WIDTH: 15 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 810.0 DRAINAGE_AREA(Ac): 44 SURFACE_AREA(Ac): 4.2 NORMAL_POOL_CAPACITY(Ac-Ft): 29 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 34 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 11/18/2015 NEXT_INSPECTION_DATE: 11/18/2016 NOD_DATE: 03/01/2004 NOD_DEADLINE_DATE: 04/30/2004 NOD_RESOLVED: N |
STATE_ID: GUILF-166 NID_ID: NC02819 Dam Name: Roth Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Pleasant Garden LATITUDE: 35.976 LONGITUDE: -79.843 RIVER_STREAM: Hickory Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Randleman DISTANCE_TO_NEAREST_TOWN: 14 DAM_TYPE: RE DAM_PURPOSE: RP YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.0 NORMAL_FREEBOARD: 2.5 HYDRAULIC_HEIGHT: 17.5 CREST_LENGTH: 350 CREST_WIDTH: 14 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 1.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 788.0 DRAINAGE_AREA(Ac): 55 SURFACE_AREA(Ac): 8.0 NORMAL_POOL_CAPACITY(Ac-Ft): 56 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 64 MAX_DISCHARGE_CFS: 25 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/06/2016 NEXT_INSPECTION_DATE: 01/06/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-168 NID_ID: NC02821 Dam Name: Gibson Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Pleasant Garden LATITUDE: 35.973 LONGITUDE: -79.785 RIVER_STREAM: Polecat Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Randleman DISTANCE_TO_NEAREST_TOWN: 10 DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 15.6 NORMAL_FREEBOARD: 2.3 HYDRAULIC_HEIGHT: 13.3 CREST_LENGTH: 287 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 1.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 825.0 DRAINAGE_AREA(Ac): 50 SURFACE_AREA(Ac): 3.0 NORMAL_POOL_CAPACITY(Ac-Ft): 16 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 19 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Channel EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/06/2016 NEXT_INSPECTION_DATE: 01/06/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-178 NID_ID: NC02831 Dam Name: Guilford Technical Institute Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: High Point East LATITUDE: 35.9989 LONGITUDE: -79.8991 RIVER_STREAM: Bull Run Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Jamestown DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: RQ YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 17.9 NORMAL_FREEBOARD: 5.8 HYDRAULIC_HEIGHT: 12.1 CREST_LENGTH: 250 CREST_WIDTH: 15 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 800.0 DRAINAGE_AREA(Ac): 74 SURFACE_AREA(Ac): 2.5 NORMAL_POOL_CAPACITY(Ac-Ft): 16 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 41 MAX_DISCHARGE_CFS: 170 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/18/2015 NEXT_INSPECTION_DATE: 11/18/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-180 NID_ID: NC02833 Dam Name: Lakeview Farm Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Greensboro LATITUDE: 36.0090 LONGITUDE: -79.8634 RIVER_STREAM: Hickory Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: 4 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 21.0 NORMAL_FREEBOARD: 3.2 HYDRAULIC_HEIGHT: 17.8 CREST_LENGTH: 360 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: NORMAL POOL ELEV.: 855.0 DRAINAGE_AREA(Ac): 27 SURFACE_AREA(Ac): 4.4 NORMAL_POOL_CAPACITY(Ac-Ft): 31 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 37 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/20/2014 NEXT_INSPECTION_DATE: 11/20/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-183 NID_ID: NC02836 Dam Name: Pine Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Greensboro LATITUDE: 36.02417 LONGITUDE: -79.84278 RIVER_STREAM: South Buffalo Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 14.6 NORMAL_FREEBOARD: 4.3 HYDRAULIC_HEIGHT: 10.3 CREST_LENGTH: 192 CREST_WIDTH: 32 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 825.0 DRAINAGE_AREA(Ac): 25 SURFACE_AREA(Ac): 1.5 NORMAL_POOL_CAPACITY(Ac-Ft): 6 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 9 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/20/2014 NEXT_INSPECTION_DATE: 11/20/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-184 NID_ID: NC04757 Dam Name: Pringle Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Greensboro LATITUDE: 36.036 LONGITUDE: -79.768 RIVER_STREAM: South Buffalo Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 16.4 NORMAL_FREEBOARD: 3.7 HYDRAULIC_HEIGHT: 12.7 CREST_LENGTH: 358 CREST_WIDTH: 13 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: NORMAL POOL ELEV.: 0.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 3.0 NORMAL_POOL_CAPACITY(Ac-Ft): 15 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 20 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/09/2014 NEXT_INSPECTION_DATE: 12/09/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-187 NID_ID: NC02839 Dam Name: Price Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 05/07/2013 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Greensboro LATITUDE: 36.1145 LONGITUDE: -79.8623 RIVER_STREAM: Horsepen Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: 4 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.0 NORMAL_FREEBOARD: 1.8 HYDRAULIC_HEIGHT: 18.2 CREST_LENGTH: 315 CREST_WIDTH: 11 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 4.0 NORMAL_POOL_CAPACITY(Ac-Ft): 29 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 32 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/09/2014 NEXT_INSPECTION_DATE: 12/09/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-188 NID_ID: NC02840 Dam Name: Lake Windemere Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Lake Brandt LATITUDE: 36.126 LONGITUDE: -79.85 RIVER_STREAM: Horsepen Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 25.5 NORMAL_FREEBOARD: 3.6 HYDRAULIC_HEIGHT: 21.9 CREST_LENGTH: 235 CREST_WIDTH: 54 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 845.0 DRAINAGE_AREA(Ac): 79 SURFACE_AREA(Ac): 3.0 NORMAL_POOL_CAPACITY(Ac-Ft): 26 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 31 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 02/10/2016 NEXT_INSPECTION_DATE: 02/10/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-189 NID_ID: NC02841 Dam Name: Moose Lodge Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: BREACHED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Lake Brandt LATITUDE: 36.12667 LONGITUDE: -79.85667 RIVER_STREAM: Horsepen Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 27.2 NORMAL_FREEBOARD: 3.2 HYDRAULIC_HEIGHT: 24.0 CREST_LENGTH: 400 CREST_WIDTH: 13 UPSTREAM_SLOPE: 1.0 DOWNSTREAM_SLOPE: 1.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 810.0 DRAINAGE_AREA(Ac): 234 SURFACE_AREA(Ac): 3.5 NORMAL_POOL_CAPACITY(Ac-Ft): 34 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 38 MAX_DISCHARGE_CFS: 206 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Chuck Kirchner CONDITION ASSESSMENT: LAST_INSPECTION_DATE: 12/09/2008 NEXT_INSPECTION_DATE: 01/16/9999 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-190 NID_ID: NC02842 Dam Name: Mallard Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/24/2004 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Lake Brandt LATITUDE: 36.139 LONGITUDE: -79.829 RIVER_STREAM: Richland Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 22.6 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 19.6 CREST_LENGTH: 194 CREST_WIDTH: 43 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 1.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 3.0 NORMAL_POOL_CAPACITY(Ac-Ft): 24 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 27 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/18/2014 NEXT_INSPECTION_DATE: 12/18/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-191 NID_ID: NC02843 Dam Name: Cathedral of His Glory Dam OTHER_DAM_NAMES: Christian Word Dam EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/19/2004 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Lake Brandt LATITUDE: 36.136 LONGITUDE: -79.827 RIVER_STREAM: Richland Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 19.2 NORMAL_FREEBOARD: 3.3 HYDRAULIC_HEIGHT: 15.9 CREST_LENGTH: 183 CREST_WIDTH: 16 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 1.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 2.5 NORMAL_POOL_CAPACITY(Ac-Ft): 16 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 19 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/18/2014 NEXT_INSPECTION_DATE: 12/18/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-209 NID_ID: NC02861 Dam Name: Lakota Farm Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/18/2011 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Browns Summit LATITUDE: 36.1446 LONGITUDE: -79.6617 RIVER_STREAM: North Buffalo Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Mcleansville DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: I YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 29.4 NORMAL_FREEBOARD: 7.0 HYDRAULIC_HEIGHT: 22.4 CREST_LENGTH: 400 CREST_WIDTH: 14 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 1.5 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 6.4 NORMAL_POOL_CAPACITY(Ac-Ft): 57 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 75 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/03/2015 NEXT_INSPECTION_DATE: 12/03/2016 NOD_DATE: 12/04/2015 NOD_DEADLINE_DATE: 09/01/2016 NOD_RESOLVED: N |
STATE_ID: GUILF-232 NID_ID: NC02883 Dam Name: Foster Sikes Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Climax LATITUDE: 35.965 LONGITUDE: -79.714 RIVER_STREAM: Big Alamance Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Alamance DISTANCE_TO_NEAREST_TOWN: 19 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 29.0 NORMAL_FREEBOARD: 6.4 HYDRAULIC_HEIGHT: 22.6 CREST_LENGTH: 438 CREST_WIDTH: 31 UPSTREAM_SLOPE: 1.0 DOWNSTREAM_SLOPE: 1.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 697.0 DRAINAGE_AREA(Ac): 118 SURFACE_AREA(Ac): 7.7 NORMAL_POOL_CAPACITY(Ac-Ft): 70 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 89 MAX_DISCHARGE_CFS: 622 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/02/2015 NEXT_INSPECTION_DATE: 01/02/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-236 NID_ID: NC02887 Dam Name: Hagan Stone Park Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/10/2012 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Climax LATITUDE: 35.95 LONGITUDE: -79.733 RIVER_STREAM: Big Alamance Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 32.0 NORMAL_FREEBOARD: 8.0 HYDRAULIC_HEIGHT: 24.0 CREST_LENGTH: 700 CREST_WIDTH: 30 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 10.0 NORMAL_POOL_CAPACITY(Ac-Ft): 96 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 128 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/02/2015 NEXT_INSPECTION_DATE: 01/02/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-251 NID_ID: NC02902 Dam Name: John Painter Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/26/2004 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Gibsonville LATITUDE: 36.092 LONGITUDE: -79.62 RIVER_STREAM: Rock Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 17.5 NORMAL_FREEBOARD: 7.3 HYDRAULIC_HEIGHT: 10.2 CREST_LENGTH: 525 CREST_WIDTH: 16 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: NORMAL POOL ELEV.: 0.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 8.0 NORMAL_POOL_CAPACITY(Ac-Ft): 33 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 56 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/14/2016 NEXT_INSPECTION_DATE: 01/14/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-280 NID_ID: NC02931 Dam Name: Old Deep River Golf Course Dam OTHER_DAM_NAMES: Volvo-Gm Dam Water Quality #Bo623 EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/20/2004 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Guilford LATITUDE: 36.07889 LONGITUDE: -79.96611 RIVER_STREAM: East Fork Deep River-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: 6 DAM_TYPE: RE DAM_PURPOSE: RC YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 21.5 NORMAL_FREEBOARD: 6.0 HYDRAULIC_HEIGHT: 17.7 CREST_LENGTH: 600 CREST_WIDTH: 18 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 879.0 DRAINAGE_AREA(Ac): 43 SURFACE_AREA(Ac): 3.0 NORMAL_POOL_CAPACITY(Ac-Ft): 12 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 20 MAX_DISCHARGE_CFS: 421 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/17/2015 NEXT_INSPECTION_DATE: 12/17/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-287 NID_ID: NC04892 Dam Name: Brookway Dam OTHER_DAM_NAMES: Brookglen Dam EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Guilford LATITUDE: 36.10611 LONGITUDE: -79.89194 RIVER_STREAM: Horsepen Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 16.1 NORMAL_FREEBOARD: 3.6 HYDRAULIC_HEIGHT: 12.5 CREST_LENGTH: 230 CREST_WIDTH: 11 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 840.0 DRAINAGE_AREA(Ac): 22 SURFACE_AREA(Ac): 1.0 NORMAL_POOL_CAPACITY(Ac-Ft): 5 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 6 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Culvert EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 02/04/2016 NEXT_INSPECTION_DATE: 02/04/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-306 NID_ID: NC05557 Dam Name: Donald Cox Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Climax LATITUDE: 35.94 LONGITUDE: -79.6828 RIVER_STREAM: Trib To Big Alamance Creek RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: 10 DAM_TYPE: RE DAM_PURPOSE: RP YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 15.1 NORMAL_FREEBOARD: 2.6 HYDRAULIC_HEIGHT: 12.5 CREST_LENGTH: 265 CREST_WIDTH: 20 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: NORMAL POOL ELEV.: 0.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 12 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 13 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/13/2015 NEXT_INSPECTION_DATE: 01/13/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: GUILF-309 NID_ID: NC05607 Dam Name: Cardinal Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: BREACHED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 10/19/2004 COUNTY: Guilford REGION: WSRO QUADRANGLE_NAME: Summerfield LATITUDE: 36.1410 LONGITUDE: -79.9160 RIVER_STREAM: Trib to Brush Creek RIVER_BASIN: Cape Fear NEAREST_TOWN: Greensboro DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: RP YEAR CONSTRUCTED: 0 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: Breached MODIFY_REPAIR_YEAR: 2008 STRUCTURAL_HEIGHT: 19.2 NORMAL_FREEBOARD: 4.5 HYDRAULIC_HEIGHT: 14.7 CREST_LENGTH: 250 CREST_WIDTH: 31 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: NORMAL POOL ELEV.: 0.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 2.5 NORMAL_POOL_CAPACITY(Ac-Ft): 15 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 19 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Chuck Kirchner CONDITION ASSESSMENT: LAST_INSPECTION_DATE: 11/06/2008 NEXT_INSPECTION_DATE: 11/06/2018 NOD_DATE: 03/29/2007 NOD_DEADLINE_DATE: 09/30/2007 NOD_RESOLVED: Y |
STATE_ID: MONTG-043 NID_ID: NC06129 Dam Name: River Road Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/11/2014 COUNTY: Montgomery REGION: FRO QUADRANGLE_NAME: Morrow Mountain LATITUDE: 35.3607 LONGITUDE: -80.0404 RIVER_STREAM: Big Island Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Troy DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: NORMAL_FREEBOARD: HYDRAULIC_HEIGHT: CREST_LENGTH: CREST_WIDTH: UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: BOTTOM_DRAIN_OPERABLE: NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): NORMAL_POOL_CAPACITY(Ac-Ft): MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Chute INSPECTORS: CONDITION ASSESSMENT: LAST_INSPECTION_DATE: NEXT_INSPECTION_DATE: NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-002 NID_ID: NC00460 Dam Name: Schoonbeck Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/01/2013 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Denton LATITUDE: 35.69 LONGITUDE: -80.01583 RIVER_STREAM: Jackson Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Jackson Creek DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1965 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 39.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 35.0 CREST_LENGTH: 870 CREST_WIDTH: 12 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 10.0 NORMAL_POOL_CAPACITY(Ac-Ft): 156 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 190 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 02/11/2016 NEXT_INSPECTION_DATE: 02/11/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-008 NID_ID: NC00444 Dam Name: Bob Cat Acres Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: BREACHED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Fair Grove LATITUDE: 35.872 LONGITUDE: -80.029 RIVER_STREAM: Uwharrie River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Trinity DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1937 CONSTRUCTED_BY: Mendenhall Const. Co. TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 26.0 NORMAL_FREEBOARD: 2.6 HYDRAULIC_HEIGHT: 23.5 CREST_LENGTH: 436 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 845.0 DRAINAGE_AREA(Ac): 90 SURFACE_AREA(Ac): 9.0 NORMAL_POOL_CAPACITY(Ac-Ft): 78 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 99 MAX_DISCHARGE_CFS: 534 MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Leonard, Shannon CONDITION ASSESSMENT: Not Rated LAST_INSPECTION_DATE: 02/13/2013 NEXT_INSPECTION_DATE: 02/13/2023 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-010 NID_ID: NC03721 Dam Name: King Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Seagrove LATITUDE: 35.59583 LONGITUDE: -79.80889 RIVER_STREAM: Reed Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Asbury DISTANCE_TO_NEAREST_TOWN: 11 DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 18.6 NORMAL_FREEBOARD: 2.6 HYDRAULIC_HEIGHT: 16.0 CREST_LENGTH: 450 CREST_WIDTH: 30 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 85 SURFACE_AREA(Ac): 4.0 NORMAL_POOL_CAPACITY(Ac-Ft): 46 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 50 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 10/29/2014 NEXT_INSPECTION_DATE: 10/29/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-022 NID_ID: NC00726 Dam Name: Shaw-Hudson Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/04/2007 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Asheboro LATITUDE: 35.651 LONGITUDE: -79.757 RIVER_STREAM: Richland Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Highfalls DISTANCE_TO_NEAREST_TOWN: 28 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1970 CONSTRUCTED_BY: Bill Sellers Const Co TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 22.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 18.0 CREST_LENGTH: 435 CREST_WIDTH: 10 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 5.0 NORMAL_POOL_CAPACITY(Ac-Ft): 40 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 50 MAX_DISCHARGE_CFS: 119 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/24/2014 NEXT_INSPECTION_DATE: 11/24/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-023 NID_ID: NC00708 Dam Name: Farlow Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/24/2014 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Asheboro LATITUDE: 35.643 LONGITUDE: -79.802 RIVER_STREAM: North Prong Richland Creek RIVER_BASIN: Cape Fear NEAREST_TOWN: Highfalls DISTANCE_TO_NEAREST_TOWN: 29 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1955 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 21.0 NORMAL_FREEBOARD: 1.0 HYDRAULIC_HEIGHT: 20.0 CREST_LENGTH: 350 CREST_WIDTH: 8 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 667.0 DRAINAGE_AREA(Ac): 2016 SURFACE_AREA(Ac): 20.0 NORMAL_POOL_CAPACITY(Ac-Ft): 112 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 134 MAX_DISCHARGE_CFS: 50 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/24/2014 NEXT_INSPECTION_DATE: 11/24/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-024 NID_ID: NC00452 Dam Name: Mccrary Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Asheboro LATITUDE: 35.716 LONGITUDE: -79.857 RIVER_STREAM: Cedar Fork Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Farmer DISTANCE_TO_NEAREST_TOWN: 12 DAM_TYPE: RE DAM_PURPOSE: S YEAR CONSTRUCTED: 1930 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 15.0 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 12.0 CREST_LENGTH: 444 CREST_WIDTH: 12 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 549.0 DRAINAGE_AREA(Ac): 566 SURFACE_AREA(Ac): 9.6 NORMAL_POOL_CAPACITY(Ac-Ft): 80 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 96 MAX_DISCHARGE_CFS: 178 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/08/2015 NEXT_INSPECTION_DATE: 12/08/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-025 NID_ID: NC00451 Dam Name: John Bunch Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Asheboro LATITUDE: 35.722 LONGITUDE: -79.861 RIVER_STREAM: Cedar Fork Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Farmer DISTANCE_TO_NEAREST_TOWN: 11 DAM_TYPE: RE DAM_PURPOSE: S YEAR CONSTRUCTED: 1942 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 47.0 NORMAL_FREEBOARD: 14.0 HYDRAULIC_HEIGHT: 33.0 CREST_LENGTH: 400 CREST_WIDTH: 12 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 583.0 DRAINAGE_AREA(Ac): 1626 SURFACE_AREA(Ac): 25.0 NORMAL_POOL_CAPACITY(Ac-Ft): 396 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 471 MAX_DISCHARGE_CFS: 1146 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/08/2015 NEXT_INSPECTION_DATE: 12/08/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-027 NID_ID: NC00453 Dam Name: Lucas Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Farmer LATITUDE: 35.736 LONGITUDE: -79.878 RIVER_STREAM: Back Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Farmer DISTANCE_TO_NEAREST_TOWN: 10 DAM_TYPE: PGCN DAM_PURPOSE: S YEAR CONSTRUCTED: 1947 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 64.0 NORMAL_FREEBOARD: 7.0 HYDRAULIC_HEIGHT: 57.0 CREST_LENGTH: 375 CREST_WIDTH: 5 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 10045 SURFACE_AREA(Ac): 236.0 NORMAL_POOL_CAPACITY(Ac-Ft): 5700 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 6840 MAX_DISCHARGE_CFS: 380 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/15/2015 NEXT_INSPECTION_DATE: 12/15/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-029 NID_ID: NC00454 Dam Name: Asheboro Country Club Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Farmer LATITUDE: 35.723 LONGITUDE: -79.923 RIVER_STREAM: Caraway Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Farmer DISTANCE_TO_NEAREST_TOWN: 8 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1947 CONSTRUCTED_BY: Bill Marbell TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 30.0 NORMAL_FREEBOARD: 3.8 HYDRAULIC_HEIGHT: 26.2 CREST_LENGTH: 680 CREST_WIDTH: 14 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 505.0 DRAINAGE_AREA(Ac): 319 SURFACE_AREA(Ac): 19.3 NORMAL_POOL_CAPACITY(Ac-Ft): 189 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 273 MAX_DISCHARGE_CFS: 492 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/15/2015 NEXT_INSPECTION_DATE: 12/15/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-037 NID_ID: NC00486 Dam Name: Beard Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Glenola LATITUDE: 35.831 LONGITUDE: -79.936 RIVER_STREAM: Caraway Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Flint Hill DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1965 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 19.0 NORMAL_FREEBOARD: 2.0 HYDRAULIC_HEIGHT: 17.0 CREST_LENGTH: 242 CREST_WIDTH: 14 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 725.0 DRAINAGE_AREA(Ac): 77 SURFACE_AREA(Ac): 6.0 NORMAL_POOL_CAPACITY(Ac-Ft): 48 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 58 MAX_DISCHARGE_CFS: 30 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/10/2015 NEXT_INSPECTION_DATE: 12/10/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-040 NID_ID: NC00447 Dam Name: Richardson Lake Dam OTHER_DAM_NAMES: Waterford Meadows S/D EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/16/2007 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Randleman LATITUDE: 35.77028 LONGITUDE: -79.80361 RIVER_STREAM: Hasketts Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Worthville DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1951 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 15.0 NORMAL_FREEBOARD: 1.0 HYDRAULIC_HEIGHT: 14.0 CREST_LENGTH: 475 CREST_WIDTH: 14 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 219 SURFACE_AREA(Ac): 7.0 NORMAL_POOL_CAPACITY(Ac-Ft): 42 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 45 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Channel EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 11/03/2015 NEXT_INSPECTION_DATE: 11/03/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-042 NID_ID: NC00449 Dam Name: Randleman City Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 03/10/2006 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Randleman LATITUDE: 35.8157 LONGITUDE: -79.7765 RIVER_STREAM: Polecat Creek RIVER_BASIN: Cape Fear NEAREST_TOWN: Worthville DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: CBPGCN DAM_PURPOSE: S YEAR CONSTRUCTED: 1927 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: Repair MODIFY_REPAIR_YEAR: 1955 STRUCTURAL_HEIGHT: 38.0 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 35.0 CREST_LENGTH: 220 CREST_WIDTH: 4 UPSTREAM_SLOPE: 0.0 DOWNSTREAM_SLOPE: 0.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 614.8 DRAINAGE_AREA(Ac): 33280 SURFACE_AREA(Ac): 19.0 NORMAL_POOL_CAPACITY(Ac-Ft): 106 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 174 MAX_DISCHARGE_CFS: 47700 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Chute EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/13/2014 NEXT_INSPECTION_DATE: 11/13/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-052 NID_ID: NC00723 Dam Name: Overman Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 03/10/2006 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Liberty LATITUDE: 35.827 LONGITUDE: -79.551 RIVER_STREAM: Rocky River-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Siler City DISTANCE_TO_NEAREST_TOWN: 12 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1960 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 21.3 NORMAL_FREEBOARD: 2.3 HYDRAULIC_HEIGHT: 19.0 CREST_LENGTH: 1250 CREST_WIDTH: 24 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 12.0 NORMAL_POOL_CAPACITY(Ac-Ft): 138 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 167 MAX_DISCHARGE_CFS: 3 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 10/23/2014 NEXT_INSPECTION_DATE: 10/23/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-053 NID_ID: NC00436 Dam Name: Bouldin Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/15/2013 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: High Point East LATITUDE: 35.90028 LONGITUDE: -79.96806 RIVER_STREAM: Muddy Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Archdale DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1956 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 15.0 NORMAL_FREEBOARD: 3.2 HYDRAULIC_HEIGHT: 12.8 CREST_LENGTH: 413 CREST_WIDTH: 12 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 58 SURFACE_AREA(Ac): 6.0 NORMAL_POOL_CAPACITY(Ac-Ft): 45 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 54 MAX_DISCHARGE_CFS: 50 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/19/2015 NEXT_INSPECTION_DATE: 11/19/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-054 NID_ID: NC00437 Dam Name: King Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 03/06/1991 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: High Point East LATITUDE: 35.906 LONGITUDE: -79.923 RIVER_STREAM: Muddy Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Randleman DISTANCE_TO_NEAREST_TOWN: 11 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1964 CONSTRUCTED_BY: Hunt Const Co TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 26.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 22.0 CREST_LENGTH: 220 CREST_WIDTH: 12 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 4.0 NORMAL_POOL_CAPACITY(Ac-Ft): 44 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 53 MAX_DISCHARGE_CFS: 83 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/06/2014 NEXT_INSPECTION_DATE: 11/06/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-056 NID_ID: NC00435 Dam Name: Dodson Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Climax LATITUDE: 35.87543 LONGITUDE: -79.63039 RIVER_STREAM: Sandy Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Ramseur DISTANCE_TO_NEAREST_TOWN: 8 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1948 CONSTRUCTED_BY: Holt Const Co. TYPE_MODIFY_REPAIR: Repair MODIFY_REPAIR_YEAR: 2010 STRUCTURAL_HEIGHT: 21.0 NORMAL_FREEBOARD: 5.3 HYDRAULIC_HEIGHT: 15.7 CREST_LENGTH: 600 CREST_WIDTH: 14 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 601.0 DRAINAGE_AREA(Ac): 1990 SURFACE_AREA(Ac): 35.0 NORMAL_POOL_CAPACITY(Ac-Ft): 418 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 502 MAX_DISCHARGE_CFS: 2100 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/14/2016 NEXT_INSPECTION_DATE: 01/14/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-060 NID_ID: NC03725 Dam Name: Ingold Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Glenola LATITUDE: 35.75444 LONGITUDE: -79.88 RIVER_STREAM: Back Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Asheboro DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 16.6 NORMAL_FREEBOARD: 1.2 HYDRAULIC_HEIGHT: 15.4 CREST_LENGTH: 206 CREST_WIDTH: 9 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 660.0 DRAINAGE_AREA(Ac): 45 SURFACE_AREA(Ac): 2.4 NORMAL_POOL_CAPACITY(Ac-Ft): 15 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 23 MAX_DISCHARGE_CFS: 15 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/15/2015 NEXT_INSPECTION_DATE: 12/14/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-061 NID_ID: NC03726 Dam Name: Woodman Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/16/2013 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Randleman LATITUDE: 35.782 LONGITUDE: -79.785 RIVER_STREAM: Deep River-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Cenral Falls DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 16.0 NORMAL_FREEBOARD: 6.0 HYDRAULIC_HEIGHT: 10.0 CREST_LENGTH: 385 CREST_WIDTH: 9 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 3.5 NORMAL_POOL_CAPACITY(Ac-Ft): 14 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 22 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/13/2014 NEXT_INSPECTION_DATE: 11/13/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-103 NID_ID: NC03763 Dam Name: Joe Lambeth Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: BREACHED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Glenola LATITUDE: 35.869 LONGITUDE: -79.999 RIVER_STREAM: Uwarrie River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: Breached MODIFY_REPAIR_YEAR: 2012 STRUCTURAL_HEIGHT: 19.6 NORMAL_FREEBOARD: 1.5 HYDRAULIC_HEIGHT: 18.1 CREST_LENGTH: 379 CREST_WIDTH: 11 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 20 SURFACE_AREA(Ac): 5.0 NORMAL_POOL_CAPACITY(Ac-Ft): 21 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 24 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Leonard, Shannon CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/09/2013 NEXT_INSPECTION_DATE: 01/09/2023 NOD_DATE: 12/01/2010 NOD_DEADLINE_DATE: 12/01/2011 NOD_RESOLVED: Y |
STATE_ID: RANDO-110 NID_ID: NC03770 Dam Name: Upper Toms Creek Nursery Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Farmer LATITUDE: 35.64889 LONGITUDE: -79.985 RIVER_STREAM: Toms Ck-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Farmer DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: I YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 19.1 NORMAL_FREEBOARD: 2.5 HYDRAULIC_HEIGHT: 16.6 CREST_LENGTH: 298 CREST_WIDTH: 12 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 485.0 DRAINAGE_AREA(Ac): 23 SURFACE_AREA(Ac): 1.7 NORMAL_POOL_CAPACITY(Ac-Ft): 10 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 19 MAX_DISCHARGE_CFS: 90 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 02/25/2016 NEXT_INSPECTION_DATE: 02/25/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-111 NID_ID: NC03771 Dam Name: Middle Toms Creek Nursery Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Farmer LATITUDE: 35.648 LONGITUDE: -79.985 RIVER_STREAM: Toms Ck-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Farmer DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: I YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.9 NORMAL_FREEBOARD: 2.4 HYDRAULIC_HEIGHT: 18.5 CREST_LENGTH: 176 CREST_WIDTH: 10 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 475.0 DRAINAGE_AREA(Ac): 28 SURFACE_AREA(Ac): 1.5 NORMAL_POOL_CAPACITY(Ac-Ft): 10 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 20 MAX_DISCHARGE_CFS: 70 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 02/25/2016 NEXT_INSPECTION_DATE: 02/25/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-112 NID_ID: NC03772 Dam Name: Lower Toms Creek Nursery Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Farmer LATITUDE: 35.64639 LONGITUDE: -79.98694 RIVER_STREAM: Toms Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Farmer DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: I YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.1 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 17.1 CREST_LENGTH: 160 CREST_WIDTH: 16 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 450.0 DRAINAGE_AREA(Ac): 46 SURFACE_AREA(Ac): 2.5 NORMAL_POOL_CAPACITY(Ac-Ft): 20 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 29 MAX_DISCHARGE_CFS: 35 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 02/25/2016 NEXT_INSPECTION_DATE: 02/25/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-118 NID_ID: NC03778 Dam Name: Pinewood Country Club Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Seagrove LATITUDE: 35.62 LONGITUDE: -79.817 RIVER_STREAM: North Prong Richland Ck RIVER_BASIN: Cape Fear NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 18.0 NORMAL_FREEBOARD: 4.7 HYDRAULIC_HEIGHT: 13.3 CREST_LENGTH: 340 CREST_WIDTH: 41 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 29 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 34 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 11/12/2015 NEXT_INSPECTION_DATE: 11/12/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-125 NID_ID: NC03785 Dam Name: Fox Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/02/2009 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Farmer LATITUDE: 35.712 LONGITUDE: -79.889 RIVER_STREAM: Back Ck-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Farmer DISTANCE_TO_NEAREST_TOWN: 8 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 22.5 NORMAL_FREEBOARD: 4.6 HYDRAULIC_HEIGHT: 17.9 CREST_LENGTH: 272 CREST_WIDTH: 12 UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 540.0 DRAINAGE_AREA(Ac): 95 SURFACE_AREA(Ac): 4.5 NORMAL_POOL_CAPACITY(Ac-Ft): 36 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 50 MAX_DISCHARGE_CFS: 170 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/15/2014 NEXT_INSPECTION_DATE: 12/15/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-185 NID_ID: NC03845 Dam Name: Robert L. Reece Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/15/2014 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Farmer LATITUDE: 35.681 LONGITUDE: -79.97 RIVER_STREAM: Uwharrie River RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Farmer DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: PGCN DAM_PURPOSE: S YEAR CONSTRUCTED: 1983 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 45.0 NORMAL_FREEBOARD: 15.0 HYDRAULIC_HEIGHT: 30.0 CREST_LENGTH: 385 CREST_WIDTH: 8 UPSTREAM_SLOPE: 1.0 DOWNSTREAM_SLOPE: 1.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 440.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 600.0 NORMAL_POOL_CAPACITY(Ac-Ft): 7500 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 13000 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 02/25/2016 NEXT_INSPECTION_DATE: 02/25/2018 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: RANDO-190 NID_ID: NC04933 Dam Name: Holly Ridge Golf Links Dam No. 1 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Randolph REGION: WSRO QUADRANGLE_NAME: Glenola LATITUDE: 35.85944 LONGITUDE: -79.89833 RIVER_STREAM: Muddy Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Randleman DISTANCE_TO_NEAREST_TOWN: 8 DAM_TYPE: RE DAM_PURPOSE: I YEAR CONSTRUCTED: 1994 CONSTRUCTED_BY: Hamlet Construction Company, Randleman, N.C. TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 19.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 15.0 CREST_LENGTH: 645 CREST_WIDTH: 40 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 4.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 755.0 DRAINAGE_AREA(Ac): 200 SURFACE_AREA(Ac): 11.0 NORMAL_POOL_CAPACITY(Ac-Ft): 88 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 120 MAX_DISCHARGE_CFS: 1100 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 11/12/2014 NEXT_INSPECTION_DATE: 11/12/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ROCKI-004 NID_ID: NC00572 Dam Name: Grogan Estate Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/27/2015 COUNTY: Rockingham REGION: WSRO QUADRANGLE_NAME: Mayodan LATITUDE: 36.409 LONGITUDE: -79.991 RIVER_STREAM: Big Beaver Island Creek-Tr RIVER_BASIN: Roanoke NEAREST_TOWN: Madison DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: RI YEAR CONSTRUCTED: 1958 CONSTRUCTED_BY: H J Grogan TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.0 NORMAL_FREEBOARD: 2.0 HYDRAULIC_HEIGHT: 18.0 CREST_LENGTH: 450 CREST_WIDTH: 10 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 450.0 DRAINAGE_AREA(Ac): 71 SURFACE_AREA(Ac): 7.0 NORMAL_POOL_CAPACITY(Ac-Ft): 50 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 56 MAX_DISCHARGE_CFS: 396 MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Culvert EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Leonard, Shannon CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/02/2016 NEXT_INSPECTION_DATE: 03/02/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ROCKI-010 NID_ID: NC00570 Dam Name: John Smith Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Rockingham REGION: WSRO QUADRANGLE_NAME: Southwest Eden LATITUDE: 36.485 LONGITUDE: -79.795 RIVER_STREAM: Matrimony Cr.-Tr RIVER_BASIN: Roanoke NEAREST_TOWN: Eden DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1962 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 22.9 NORMAL_FREEBOARD: 2.9 HYDRAULIC_HEIGHT: 20.0 CREST_LENGTH: 234 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 0.0 DRAINAGE_AREA(Ac): 377 SURFACE_AREA(Ac): 6.4 NORMAL_POOL_CAPACITY(Ac-Ft): 51 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 58 MAX_DISCHARGE_CFS: 248 MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Leonard, Shannon CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/14/2016 NEXT_INSPECTION_DATE: 01/14/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ROCKI-017 NID_ID: NC00565 Dam Name: Lake Hazel Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/22/2015 COUNTY: Rockingham REGION: WSRO QUADRANGLE_NAME: Southeast Eden LATITUDE: 36.393 LONGITUDE: -79.709 RIVER_STREAM: Carroll Creek RIVER_BASIN: Roanoke NEAREST_TOWN: Reidsville DISTANCE_TO_NEAREST_TOWN: 4 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1962 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 22.2 NORMAL_FREEBOARD: 6.8 HYDRAULIC_HEIGHT: 15.4 CREST_LENGTH: 150 CREST_WIDTH: 12 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 1926 SURFACE_AREA(Ac): 22.0 NORMAL_POOL_CAPACITY(Ac-Ft): 136 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 195 MAX_DISCHARGE_CFS: 165 MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Culvert EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Leonard, Shannon CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/14/2016 NEXT_INSPECTION_DATE: 01/14/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ROCKI-032 NID_ID: NC00564 Dam Name: Southern C's Farm Lake Dam OTHER_DAM_NAMES: Mebane or Meben EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/27/2015 COUNTY: Rockingham REGION: WSRO QUADRANGLE_NAME: Bethany LATITUDE: 36.27833 LONGITUDE: -79.86722 RIVER_STREAM: Troublesome Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: Wittys Crossroads DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1970 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.0 NORMAL_FREEBOARD: 5.0 HYDRAULIC_HEIGHT: 15.0 CREST_LENGTH: 450 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 14.3 NORMAL_POOL_CAPACITY(Ac-Ft): 86 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 114 MAX_DISCHARGE_CFS: 248 MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/08/2011 NEXT_INSPECTION_DATE: 12/08/2015 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ROCKI-064 NID_ID: NC03901 Dam Name: Jack Neal Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/10/2008 COUNTY: Rockingham REGION: WSRO QUADRANGLE_NAME: Ellisboro LATITUDE: 36.2932 LONGITUDE: -79.9454 RIVER_STREAM: Hogans Creek-Tr RIVER_BASIN: Roanoke NEAREST_TOWN: Eden DISTANCE_TO_NEAREST_TOWN: 24 DAM_TYPE: RE DAM_PURPOSE: RI YEAR CONSTRUCTED: 1979 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 18.8 NORMAL_FREEBOARD: 6.0 HYDRAULIC_HEIGHT: 12.8 CREST_LENGTH: 277 CREST_WIDTH: 13 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 277.0 DRAINAGE_AREA(Ac): 40 SURFACE_AREA(Ac): 1.6 NORMAL_POOL_CAPACITY(Ac-Ft): 8 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 12 MAX_DISCHARGE_CFS: 179 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Leonard, Shannon CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/02/2016 NEXT_INSPECTION_DATE: 03/02/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ROCKI-195 NID_ID: NC04031 Dam Name: Newman-Bowman Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Rockingham REGION: WSRO QUADRANGLE_NAME: Reidsville LATITUDE: 36.326 LONGITUDE: -79.673 RIVER_STREAM: Troublesome Creek-Tr RIVER_BASIN: Cape Fear NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 17.5 NORMAL_FREEBOARD: 1.7 HYDRAULIC_HEIGHT: 15.8 CREST_LENGTH: 230 CREST_WIDTH: 8 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 78 SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 12 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 17 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Leonard, Shannon CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/21/2016 NEXT_INSPECTION_DATE: 01/21/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ROCKI-235 NID_ID: NC05941 Dam Name: Belew's Creek Saddle Dike #4 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/13/2010 COUNTY: Rockingham REGION: WSRO QUADRANGLE_NAME: Belews Lake LATITUDE: 36.3215 LONGITUDE: -80.0315 RIVER_STREAM: Tributary to Dan River RIVER_BASIN: Roanoke NEAREST_TOWN: Mayodan DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: O YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 21.0 NORMAL_FREEBOARD: 18.0 HYDRAULIC_HEIGHT: 3.0 CREST_LENGTH: 838 CREST_WIDTH: 30 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 725.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 3136.8 NORMAL_POOL_CAPACITY(Ac-Ft): 0 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 0 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/09/2016 NEXT_INSPECTION_DATE: 03/09/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ROCKI-236 NID_ID: NC05942 Dam Name: Duke Energy Belew's Lake OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/13/2010 COUNTY: Rockingham REGION: WSRO QUADRANGLE_NAME: Belews Lake LATITUDE: 36.3200 LONGITUDE: -80.0244 RIVER_STREAM: Tributary to Dan River RIVER_BASIN: Roanoke NEAREST_TOWN: Mayodan DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RECN DAM_PURPOSE: O YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 160.0 NORMAL_FREEBOARD: 45.0 HYDRAULIC_HEIGHT: 115.0 CREST_LENGTH: 3000 CREST_WIDTH: 20 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 725.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 2136.8 NORMAL_POOL_CAPACITY(Ac-Ft): 0 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 0 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Gantt, PE, Matthew E. CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/09/2016 NEXT_INSPECTION_DATE: 03/09/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: ROCKI-241 NID_ID: NC06102 Dam Name: Dan River Service Water Settling Pond Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 03/22/2013 COUNTY: Rockingham REGION: WSRO QUADRANGLE_NAME: Southeast Eden LATITUDE: 36.4833 LONGITUDE: -79.7166 RIVER_STREAM: Dan River RIVER_BASIN: Roanoke NEAREST_TOWN: Eden DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: 0 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 33.7 NORMAL_FREEBOARD: 20.0 HYDRAULIC_HEIGHT: 13.7 CREST_LENGTH: 125 CREST_WIDTH: 420 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 504.5 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 3.2 NORMAL_POOL_CAPACITY(Ac-Ft): 35 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 355 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Leonard, Shannon CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/15/2016 NEXT_INSPECTION_DATE: 03/15/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-015 NID_ID: NC04185 Dam Name: Slate Dam/Little Yadkin W/S#17 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/20/2015 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: King LATITUDE: 36.367 LONGITUDE: -80.342 RIVER_STREAM: E Prong Little Yadkin Rvr-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Pinnacle DISTANCE_TO_NEAREST_TOWN: 11 DAM_TYPE: RE DAM_PURPOSE: PC YEAR CONSTRUCTED: 1989 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 29.5 NORMAL_FREEBOARD: 8.8 HYDRAULIC_HEIGHT: 19.0 CREST_LENGTH: 214 CREST_WIDTH: 14 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 1065.7 DRAINAGE_AREA(Ac): 87 SURFACE_AREA(Ac): 1.8 NORMAL_POOL_CAPACITY(Ac-Ft): 14 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 17 MAX_DISCHARGE_CFS: 154 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 01/12/2016 NEXT_INSPECTION_DATE: 01/12/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-042 NID_ID: NC01508 Dam Name: Lilly Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 03/10/2016 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: Pinnacle LATITUDE: 36.263 LONGITUDE: -80.413 RIVER_STREAM: Crooked Run Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Donnoha DISTANCE_TO_NEAREST_TOWN: 5 DAM_TYPE: RE DAM_PURPOSE: RP YEAR CONSTRUCTED: 1978 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 25.8 NORMAL_FREEBOARD: 5.0 HYDRAULIC_HEIGHT: 20.8 CREST_LENGTH: 470 CREST_WIDTH: 14 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 890.0 DRAINAGE_AREA(Ac): 160 SURFACE_AREA(Ac): 6.0 NORMAL_POOL_CAPACITY(Ac-Ft): 43 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 57 MAX_DISCHARGE_CFS: 323 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 01/12/2016 NEXT_INSPECTION_DATE: 01/12/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-084 NID_ID: NC04237 Dam Name: Tedder Dam-Lower OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 04/02/2014 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: King LATITUDE: 36.306 LONGITUDE: -80.307 RIVER_STREAM: Timmons Creek-Tr RIVER_BASIN: Roanoke NEAREST_TOWN: Germanton DISTANCE_TO_NEAREST_TOWN: 4 DAM_TYPE: RE DAM_PURPOSE: I YEAR CONSTRUCTED: 1986 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 26.0 NORMAL_FREEBOARD: 4.3 HYDRAULIC_HEIGHT: 21.7 CREST_LENGTH: 350 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 950.0 DRAINAGE_AREA(Ac): 92 SURFACE_AREA(Ac): 2.8 NORMAL_POOL_CAPACITY(Ac-Ft): 24 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 29 MAX_DISCHARGE_CFS: 80 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 01/13/2016 NEXT_INSPECTION_DATE: 01/13/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-089 NID_ID: NC04242 Dam Name: Lakeview Acres Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/11/2015 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: King LATITUDE: 36.26389 LONGITUDE: -80.32 RIVER_STREAM: Muddy Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Rural Hall DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 21.4 NORMAL_FREEBOARD: 4.3 HYDRAULIC_HEIGHT: 17.1 CREST_LENGTH: 135 CREST_WIDTH: 30 UPSTREAM_SLOPE: 1.5 DOWNSTREAM_SLOPE: 1.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 950.0 DRAINAGE_AREA(Ac): 139 SURFACE_AREA(Ac): 2.6 NORMAL_POOL_CAPACITY(Ac-Ft): 15 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 22 MAX_DISCHARGE_CFS: 10 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 01/13/2016 NEXT_INSPECTION_DATE: 01/13/2017 NOD_DATE: 01/25/2016 NOD_DEADLINE_DATE: 02/25/2016 NOD_RESOLVED: N |
STATE_ID: STOKE-092 NID_ID: NC04245 Dam Name: Day Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: King LATITUDE: 36.27583 LONGITUDE: -80.35611 RIVER_STREAM: Crooked Run RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: King DISTANCE_TO_NEAREST_TOWN: 0 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 12.2 NORMAL_FREEBOARD: 3.6 HYDRAULIC_HEIGHT: 8.6 CREST_LENGTH: 200 CREST_WIDTH: 14 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 1090.0 DRAINAGE_AREA(Ac): 18 SURFACE_AREA(Ac): 1.0 NORMAL_POOL_CAPACITY(Ac-Ft): 3 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 5 MAX_DISCHARGE_CFS: 100 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/07/2016 NEXT_INSPECTION_DATE: 01/07/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-100 NID_ID: NC05399 Dam Name: Little Yadkin River W/S Dam #13a OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 04/23/2014 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: King LATITUDE: 36.35611 LONGITUDE: -80.34778 RIVER_STREAM: E Prong Little Yadkin River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: C YEAR CONSTRUCTED: 1990 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 31.3 NORMAL_FREEBOARD: 12.1 HYDRAULIC_HEIGHT: 19.2 CREST_LENGTH: 390 CREST_WIDTH: 14 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 1027.5 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 10.0 NORMAL_POOL_CAPACITY(Ac-Ft): 77 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 125 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/12/2016 NEXT_INSPECTION_DATE: 01/12/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-101 NID_ID: NC05400 Dam Name: Little Yadkin River W/S Dam #14/16 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/20/2015 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: King LATITUDE: 36.36583 LONGITUDE: -80.34333 RIVER_STREAM: E Prong Little Yadkin River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: C YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 18.7 NORMAL_FREEBOARD: 9.7 HYDRAULIC_HEIGHT: 9.0 CREST_LENGTH: 395 CREST_WIDTH: 16 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 11.9 NORMAL_POOL_CAPACITY(Ac-Ft): 43 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 89 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/12/2016 NEXT_INSPECTION_DATE: 01/12/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-102 NID_ID: NC04854 Dam Name: Little Yadkin River W/S Dam #18 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 04/24/2014 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: King LATITUDE: 36.37028 LONGITUDE: -80.33861 RIVER_STREAM: E Prong Little Yadkin River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: C YEAR CONSTRUCTED: 1988 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 31.8 NORMAL_FREEBOARD: 11.3 HYDRAULIC_HEIGHT: 20.5 CREST_LENGTH: 275 CREST_WIDTH: 14 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 6.0 NORMAL_POOL_CAPACITY(Ac-Ft): 49 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 76 MAX_DISCHARGE_CFS: 260 MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/12/2016 NEXT_INSPECTION_DATE: 01/12/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-103 NID_ID: NC05401 Dam Name: Little Yadkin River W/S Dam #20 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/20/2015 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: King LATITUDE: 36.37278 LONGITUDE: -80.3275 RIVER_STREAM: E Prong Little Yadkin River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: C YEAR CONSTRUCTED: 1990 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 28.8 NORMAL_FREEBOARD: 10.1 HYDRAULIC_HEIGHT: 18.7 CREST_LENGTH: 310 CREST_WIDTH: 14 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 6.3 NORMAL_POOL_CAPACITY(Ac-Ft): 47 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 73 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/12/2016 NEXT_INSPECTION_DATE: 01/12/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-111 NID_ID: NC05441 Dam Name: Town Fork Creek W/S Dam #7 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: Walnut Cove LATITUDE: 36.2616 LONGITUDE: -80.2125 RIVER_STREAM: Red Bank Creek RIVER_BASIN: Roanoke NEAREST_TOWN: Walnut Cove DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: RC YEAR CONSTRUCTED: 1981 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 44.5 NORMAL_FREEBOARD: 19.5 HYDRAULIC_HEIGHT: 25.0 CREST_LENGTH: 300 CREST_WIDTH: 14 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 682.5 DRAINAGE_AREA(Ac): 2388 SURFACE_AREA(Ac): 46.5 NORMAL_POOL_CAPACITY(Ac-Ft): 169 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 338 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 9,999.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/13/2016 NEXT_INSPECTION_DATE: 01/13/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-113 NID_ID: NC05822 Dam Name: Little Yadkin W/S Dam # 8A OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/11/2015 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: King LATITUDE: 36.3530 LONGITUDE: -80.3675 RIVER_STREAM: East Prong Little Yadkin River RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: King DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: C YEAR CONSTRUCTED: 1998 CONSTRUCTED_BY: Stokes Soil and Water Conservation District TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 33.9 NORMAL_FREEBOARD: 10.2 HYDRAULIC_HEIGHT: 23.7 CREST_LENGTH: 350 CREST_WIDTH: 14 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 0.0 DRAINAGE_AREA(Ac): 97 SURFACE_AREA(Ac): 1.5 NORMAL_POOL_CAPACITY(Ac-Ft): 14 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 34 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Channel INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/12/2016 NEXT_INSPECTION_DATE: 01/12/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-116 NID_ID: NC05937 Dam Name: Duke Energy Belew's Creek Ash Basin OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/13/2010 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: Belews Lake LATITUDE: 36.2965 LONGITUDE: -80.0751 RIVER_STREAM: Tributary to Dan River RIVER_BASIN: Roanoke NEAREST_TOWN: Mayodan DISTANCE_TO_NEAREST_TOWN: 4 DAM_TYPE: RE DAM_PURPOSE: T YEAR CONSTRUCTED: 1971 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: Modify MODIFY_REPAIR_YEAR: 2010 STRUCTURAL_HEIGHT: 135.0 NORMAL_FREEBOARD: 12.0 HYDRAULIC_HEIGHT: 123.0 CREST_LENGTH: 1900 CREST_WIDTH: 20 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 752.0 DRAINAGE_AREA(Ac): 711 SURFACE_AREA(Ac): 350.0 NORMAL_POOL_CAPACITY(Ac-Ft): 15000 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 18200 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Riser/Barrel EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Leonard, Shannon CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 03/09/2016 NEXT_INSPECTION_DATE: 03/09/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-117 NID_ID: NC05938 Dam Name: Duke Energy Belew's Creek Saddle Dike #1 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/13/2010 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: Belews Lake LATITUDE: 36.3143 LONGITUDE: -80.0402 RIVER_STREAM: Tributary to Dan River RIVER_BASIN: Roanoke NEAREST_TOWN: Mayodan DISTANCE_TO_NEAREST_TOWN: 4 DAM_TYPE: RE DAM_PURPOSE: O YEAR CONSTRUCTED: 1971 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 61.5 NORMAL_FREEBOARD: 18.0 HYDRAULIC_HEIGHT: 43.5 CREST_LENGTH: 750 CREST_WIDTH: 20 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 725.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 3136.8 NORMAL_POOL_CAPACITY(Ac-Ft): MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 0 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/09/2016 NEXT_INSPECTION_DATE: 03/09/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-118 NID_ID: NC05939 Dam Name: Duke Energy Belew's Creek Saddle Dike #2 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/13/2010 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: Belews Lake LATITUDE: 36.3176 LONGITUDE: -80.0359 RIVER_STREAM: Tributary to Dan River RIVER_BASIN: Roanoke NEAREST_TOWN: Mayodan DISTANCE_TO_NEAREST_TOWN: 4 DAM_TYPE: RE DAM_PURPOSE: O YEAR CONSTRUCTED: 1971 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 83.0 NORMAL_FREEBOARD: 18.0 HYDRAULIC_HEIGHT: 65.0 CREST_LENGTH: 1926 CREST_WIDTH: 20 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 725.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 3136.8 NORMAL_POOL_CAPACITY(Ac-Ft): 0 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 0 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/09/2016 NEXT_INSPECTION_DATE: 03/09/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: STOKE-119 NID_ID: NC05940 Dam Name: Duke Energy Belew's Creek Saddle Dike #3 OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/13/2010 COUNTY: Stokes REGION: WSRO QUADRANGLE_NAME: Belews Lake LATITUDE: 36.3196 LONGITUDE: -80.0336 RIVER_STREAM: Tributary to Dan River RIVER_BASIN: Roanoke NEAREST_TOWN: Mayodan DISTANCE_TO_NEAREST_TOWN: 4 DAM_TYPE: RE DAM_PURPOSE: O YEAR CONSTRUCTED: 1971 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 21.1 NORMAL_FREEBOARD: 18.0 HYDRAULIC_HEIGHT: 3.1 CREST_LENGTH: 846 CREST_WIDTH: 20 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 725.0 DRAINAGE_AREA(Ac): 0 SURFACE_AREA(Ac): 3136.8 NORMAL_POOL_CAPACITY(Ac-Ft): 0 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 0 MAX_DISCHARGE_CFS: 0 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Kirchner, Chuck CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/09/2016 NEXT_INSPECTION_DATE: 03/09/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: SURRY-001 NID_ID: NC04250 Dam Name: Greenwood Fishing Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Elkin North LATITUDE: 36.257 LONGITUDE: -80.802 RIVER_STREAM: Yadkin River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 15.9 NORMAL_FREEBOARD: 5.0 HYDRAULIC_HEIGHT: 11.9 CREST_LENGTH: 245 CREST_WIDTH: 15 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 890.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 10 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 13 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/16/2016 NEXT_INSPECTION_DATE: 03/16/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: SURRY-003 NID_ID: NC01397 Dam Name: Klondike Farm Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Elkin North LATITUDE: 36.29555 LONGITUDE: -80.86566 RIVER_STREAM: Grassy Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Elkin DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: VACN DAM_PURPOSE: R YEAR CONSTRUCTED: 1930 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 27.2 NORMAL_FREEBOARD: 1.2 HYDRAULIC_HEIGHT: 26.0 CREST_LENGTH: 168 CREST_WIDTH: 2 UPSTREAM_SLOPE: 1.0 DOWNSTREAM_SLOPE: 1.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 1120.0 DRAINAGE_AREA(Ac): 1856 SURFACE_AREA(Ac): 7.2 NORMAL_POOL_CAPACITY(Ac-Ft): 73 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 82 MAX_DISCHARGE_CFS: 289 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/16/2016 NEXT_INSPECTION_DATE: 03/16/2017 NOD_DATE: 01/14/2009 NOD_DEADLINE_DATE: 07/31/2009 NOD_RESOLVED: N |
STATE_ID: SURRY-013 NID_ID: NC00277 Dam Name: Green Hill Lake Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/25/2006 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Cana LATITUDE: 36.552 LONGITUDE: -80.632 RIVER_STREAM: Lovills Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Mount Airy DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1955 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 42.0 NORMAL_FREEBOARD: 6.0 HYDRAULIC_HEIGHT: 36.0 CREST_LENGTH: 680 CREST_WIDTH: 30 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 1135.0 DRAINAGE_AREA(Ac): 385 SURFACE_AREA(Ac): 11.0 NORMAL_POOL_CAPACITY(Ac-Ft): 202 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 242 MAX_DISCHARGE_CFS: 504 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 03/02/2016 NEXT_INSPECTION_DATE: 03/02/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: SURRY-024 NID_ID: NC04262 Dam Name: Town Of Pilot Mountain Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/18/2014 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Pilot Mountain LATITUDE: 36.39889 LONGITUDE: -80.48722 RIVER_STREAM: Toms Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Pilot Mountain DISTANCE_TO_NEAREST_TOWN: DAM_TYPE: RE DAM_PURPOSE: S YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 15.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 11.0 CREST_LENGTH: 780 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 1050.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 4.0 NORMAL_POOL_CAPACITY(Ac-Ft): 18 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 24 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 03/17/2016 NEXT_INSPECTION_DATE: 03/17/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: SURRY-027 NID_ID: NC00274 Dam Name: Low Gap Wildlife Club Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/03/2011 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Roaring Gap LATITUDE: 36.477 LONGITUDE: -80.892 RIVER_STREAM: Christian Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Elkin DISTANCE_TO_NEAREST_TOWN: 21 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1953 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 45.5 NORMAL_FREEBOARD: 6.3 HYDRAULIC_HEIGHT: 39.2 CREST_LENGTH: 104 CREST_WIDTH: 20 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 4.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 1540.0 DRAINAGE_AREA(Ac): 686 SURFACE_AREA(Ac): 9.0 NORMAL_POOL_CAPACITY(Ac-Ft): 140 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 206 MAX_DISCHARGE_CFS: 4475 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/29/2015 NEXT_INSPECTION_DATE: 01/29/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: SURRY-032 NID_ID: NC00377 Dam Name: Stewarts Creek W/S Dam #1A OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Lambsburg LATITUDE: 36.55 LONGITUDE: -80.755 RIVER_STREAM: Stewarts Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Mount Airy DISTANCE_TO_NEAREST_TOWN: 7 DAM_TYPE: RE DAM_PURPOSE: C YEAR CONSTRUCTED: 1972 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 90.7 NORMAL_FREEBOARD: 31.3 HYDRAULIC_HEIGHT: 59.4 CREST_LENGTH: 950 CREST_WIDTH: 24 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 1283.0 DRAINAGE_AREA(Ac): 9069 SURFACE_AREA(Ac): 82.0 NORMAL_POOL_CAPACITY(Ac-Ft): 964 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 5091 MAX_DISCHARGE_CFS: 29400 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/02/2016 NEXT_INSPECTION_DATE: 03/02/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: SURRY-038 NID_ID: NC04268 Dam Name: Jordon Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/13/2011 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Mount Airy North LATITUDE: 36.52722 LONGITUDE: -80.59417 RIVER_STREAM: Ararat River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Mount Airy DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 26.0 NORMAL_FREEBOARD: 2.9 HYDRAULIC_HEIGHT: 15.9 CREST_LENGTH: 230 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 1.5 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 1.2 NORMAL_POOL_CAPACITY(Ac-Ft): 8 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 11 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/17/2016 NEXT_INSPECTION_DATE: 03/17/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: SURRY-046 NID_ID: NC04276 Dam Name: Carpenter Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 01/17/2012 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Dobson LATITUDE: 36.47944 LONGITUDE: -80.69917 RIVER_STREAM: Cooks Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Dobson DISTANCE_TO_NEAREST_TOWN: 10 DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 16.7 NORMAL_FREEBOARD: 2.4 HYDRAULIC_HEIGHT: 14.3 CREST_LENGTH: 290 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 27 SURFACE_AREA(Ac): 1.2 NORMAL_POOL_CAPACITY(Ac-Ft): 8 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 12 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Unsatisfactory LAST_INSPECTION_DATE: 03/10/2016 NEXT_INSPECTION_DATE: 03/10/2017 NOD_DATE: 12/16/2008 NOD_DEADLINE_DATE: 06/30/2009 NOD_RESOLVED: N |
STATE_ID: SURRY-047 NID_ID: NC04277 Dam Name: Blue Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Dobson LATITUDE: 36.417 LONGITUDE: -80.659 RIVER_STREAM: Fisher River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Rockford DISTANCE_TO_NEAREST_TOWN: 23 DAM_TYPE: RE DAM_PURPOSE: P YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 18.7 NORMAL_FREEBOARD: 3.0 HYDRAULIC_HEIGHT: 15.7 CREST_LENGTH: 550 CREST_WIDTH: 15 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 108 SURFACE_AREA(Ac): 2.6 NORMAL_POOL_CAPACITY(Ac-Ft): 25 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 19 MAX_DISCHARGE_CFS: 222 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Unsatisfactory LAST_INSPECTION_DATE: 03/10/2016 NEXT_INSPECTION_DATE: 03/10/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: SURRY-061 NID_ID: NC04291 Dam Name: W. Reynolds Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Roaring Gap LATITUDE: 36.442 LONGITUDE: -80.932 RIVER_STREAM: Long Creek RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Devotion DISTANCE_TO_NEAREST_TOWN: 1 DAM_TYPE: PGCN DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 34.0 NORMAL_FREEBOARD: 4.0 HYDRAULIC_HEIGHT: 30.0 CREST_LENGTH: 112 CREST_WIDTH: 16 UPSTREAM_SLOPE: 0.0 DOWNSTREAM_SLOPE: 0.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 525 SURFACE_AREA(Ac): 3.5 NORMAL_POOL_CAPACITY(Ac-Ft): 42 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 48 MAX_DISCHARGE_CFS: 16 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 01/22/2015 NEXT_INSPECTION_DATE: 01/22/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: SURRY-063 NID_ID: NC04293 Dam Name: Alberty Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/06/2009 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Copeland LATITUDE: 36.32167 LONGITUDE: -80.71833 RIVER_STREAM: Bear Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Rockford DISTANCE_TO_NEAREST_TOWN: 9 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 16.7 NORMAL_FREEBOARD: 1.4 HYDRAULIC_HEIGHT: 15.3 CREST_LENGTH: 180 CREST_WIDTH: 10 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): 55 SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 12 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 13 MAX_DISCHARGE_CFS: 138 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 03/16/2016 NEXT_INSPECTION_DATE: 03/16/2017 NOD_DATE: 11/06/2009 NOD_DEADLINE_DATE: 05/31/2010 NOD_RESOLVED: N |
STATE_ID: SURRY-097 NID_ID: NC04990 Dam Name: Scott-Harris Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 02/02/2011 COUNTY: Surry REGION: WSRO QUADRANGLE_NAME: Copeland LATITUDE: 36.33778 LONGITUDE: -80.65639 RIVER_STREAM: Little Beaver Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Dobson DISTANCE_TO_NEAREST_TOWN: 10 DAM_TYPE: RE DAM_PURPOSE: I YEAR CONSTRUCTED: 1991 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.7 NORMAL_FREEBOARD: 3.1 HYDRAULIC_HEIGHT: 17.6 CREST_LENGTH: 530 CREST_WIDTH: 14 UPSTREAM_SLOPE: 0.5 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: U BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 4.0 NORMAL_POOL_CAPACITY(Ac-Ft): 28 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 33 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Swaim, Ryan CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/16/2016 NEXT_INSPECTION_DATE: 03/16/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: WILKE-005 NID_ID: NC04672 Dam Name: Oliver Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Wilkes REGION: WSRO QUADRANGLE_NAME: Moravian Falls LATITUDE: 36.088 LONGITUDE: -81.16 RIVER_STREAM: Cub Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: North Wilkesboro DISTANCE_TO_NEAREST_TOWN: 5 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 27.0 NORMAL_FREEBOARD: 7.1 HYDRAULIC_HEIGHT: 15.0 CREST_LENGTH: 210 CREST_WIDTH: 14 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 1230.0 DRAINAGE_AREA(Ac): 448 SURFACE_AREA(Ac): 3.4 NORMAL_POOL_CAPACITY(Ac-Ft): 19 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 25 MAX_DISCHARGE_CFS: 224 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Latham, Tim CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/15/2015 NEXT_INSPECTION_DATE: 12/15/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: WILKE-021 NID_ID: NC01474 Dam Name: Miller Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/11/2012 COUNTY: Wilkes REGION: WSRO QUADRANGLE_NAME: Ronda LATITUDE: 36.18361 LONGITUDE: -80.90889 RIVER_STREAM: East Swan Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Jonesville DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: I YEAR CONSTRUCTED: 1979 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 22.7 NORMAL_FREEBOARD: 3.7 HYDRAULIC_HEIGHT: 19.0 CREST_LENGTH: 295 CREST_WIDTH: 14 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 1080.0 DRAINAGE_AREA(Ac): 110 SURFACE_AREA(Ac): 4.5 NORMAL_POOL_CAPACITY(Ac-Ft): 30 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 41 MAX_DISCHARGE_CFS: 130 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Latham, Tim CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 12/15/2015 NEXT_INSPECTION_DATE: 12/15/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: WILKE-028 NID_ID: NC04687 Dam Name: Al Beshears Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Wilkes REGION: WSRO QUADRANGLE_NAME: Horse Gap LATITUDE: 36.25472 LONGITUDE: -81.34389 RIVER_STREAM: South Fork Reddies River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Wilbar DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 30.0 NORMAL_FREEBOARD: 4.5 HYDRAULIC_HEIGHT: 25.5 CREST_LENGTH: 175 CREST_WIDTH: 12 UPSTREAM_SLOPE: 2.0 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: 1760.0 DRAINAGE_AREA(Ac): 138 SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 20 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 24 MAX_DISCHARGE_CFS: 100 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Latham, Tim CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/03/2015 NEXT_INSPECTION_DATE: 12/03/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: WILKE-029 NID_ID: NC00215 Dam Name: Koa Campground Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Wilkes REGION: WSRO QUADRANGLE_NAME: Horse Gap LATITUDE: 36.27528 LONGITUDE: -81.34611 RIVER_STREAM: South Fork Reddies River-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Wilbar DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: 1973 CONSTRUCTED_BY: Mathis Bros. TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 58.0 NORMAL_FREEBOARD: 15.0 HYDRAULIC_HEIGHT: 43.0 CREST_LENGTH: 345 CREST_WIDTH: 36 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 2.5 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 1840.0 DRAINAGE_AREA(Ac): 1000 SURFACE_AREA(Ac): 11.0 NORMAL_POOL_CAPACITY(Ac-Ft): 190 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 324 MAX_DISCHARGE_CFS: 100 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Latham, Tim CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 12/03/2015 NEXT_INSPECTION_DATE: 12/03/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: WILKE-030 NID_ID: NC00300 Dam Name: W. Kerr Scott OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: EXEMPT-DOD DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Wilkes REGION: WSRO QUADRANGLE_NAME: Wilkesboro LATITUDE: 36.134 LONGITUDE: -81.226 RIVER_STREAM: Yadkin River RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: Wilkesboro DISTANCE_TO_NEAREST_TOWN: 6 DAM_TYPE: RE DAM_PURPOSE: RPC YEAR CONSTRUCTED: 1963 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 148.0 NORMAL_FREEBOARD: 11.0 HYDRAULIC_HEIGHT: 137.0 CREST_LENGTH: 17400 CREST_WIDTH: 30 UPSTREAM_SLOPE: 3.0 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 1200.0 DRAINAGE_AREA(Ac): 20 SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 41000 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 153000 MAX_DISCHARGE_CFS: 100 MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: Latham, Tim CONDITION ASSESSMENT: Satisfactory LAST_INSPECTION_DATE: 12/04/2015 NEXT_INSPECTION_DATE: 12/04/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: YADKI-035 NID_ID: NC00266 Dam Name: Deep Creek W/S #30a (Pl-566) OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: Y DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Yadkin REGION: WSRO QUADRANGLE_NAME: Lone Hickory LATITUDE: 36.11778 LONGITUDE: -80.67306 RIVER_STREAM: South Deep Creek-Tr RIVER_BASIN: Yadkin-PeeDee NEAREST_TOWN: High Rock DISTANCE_TO_NEAREST_TOWN: 73 DAM_TYPE: RE DAM_PURPOSE: C YEAR CONSTRUCTED: 1968 CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 37.5 NORMAL_FREEBOARD: 16.2 HYDRAULIC_HEIGHT: 21.3 CREST_LENGTH: 608 CREST_WIDTH: 14 UPSTREAM_SLOPE: 2.5 DOWNSTREAM_SLOPE: 3.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: 834.0 DRAINAGE_AREA(Ac): 1561 SURFACE_AREA(Ac): 5.9 NORMAL_POOL_CAPACITY(Ac-Ft): 38 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 444 MAX_DISCHARGE_CFS: 1280 MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: Other EMRGENCY_SPILLWAY_TYPE: Other INSPECTORS: White, Glen CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 01/18/2016 NEXT_INSPECTION_DATE: 01/18/2017 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: YANCE-002 NID_ID: NC04748 Dam Name: Cane River Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: BREACHED DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Yancey REGION: ARO QUADRANGLE_NAME: Burnsville LATITUDE: 35.904 LONGITUDE: -82.332 RIVER_STREAM: Cane River RIVER_BASIN: French Broad NEAREST_TOWN: Riverside DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: CBCN DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 45.0 NORMAL_FREEBOARD: HYDRAULIC_HEIGHT: CREST_LENGTH: CREST_WIDTH: UPSTREAM_SLOPE: DOWNSTREAM_SLOPE: BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): NORMAL_POOL_CAPACITY(Ac-Ft): MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 0 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: PRIMARY_SPILLWAY_TYPE: EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Wait, Jeffrey CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 02/04/2014 NEXT_INSPECTION_DATE: 02/04/2015 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |
STATE_ID: YANCE-007 NID_ID: NC04752 Dam Name: Ayers Pond Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 12/31/1899 COUNTY: Yancey REGION: ARO QUADRANGLE_NAME: Burnsville LATITUDE: 35.92090 LONGITUDE: -82.27115 RIVER_STREAM: Crabtree Creek-Tr RIVER_BASIN: French Broad NEAREST_TOWN: Windom DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: Breached MODIFY_REPAIR_YEAR: 1900 STRUCTURAL_HEIGHT: 22.0 NORMAL_FREEBOARD: HYDRAULIC_HEIGHT: 0.0 CREST_LENGTH: 175 CREST_WIDTH: 9999 UPSTREAM_SLOPE: 9999.0 DOWNSTREAM_SLOPE: 9999.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: N NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): NORMAL_POOL_CAPACITY(Ac-Ft): MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 7 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Watkins, Wayne CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 01/22/2015 NEXT_INSPECTION_DATE: 01/22/2016 NOD_DATE: 05/04/2010 NOD_DEADLINE_DATE: 07/30/2010 NOD_RESOLVED: N |
STATE_ID: YANCE-010 NID_ID: NC04755 Dam Name: Moonshine Mountain Rd Dam OTHER_DAM_NAMES: Horton Dam EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 11/17/2008 COUNTY: Yancey REGION: ARO QUADRANGLE_NAME: Burnsville LATITUDE: 35.95261 LONGITUDE: -82.28394 RIVER_STREAM: Mine Fork RIVER_BASIN: French Broad NEAREST_TOWN: Day Brook DISTANCE_TO_NEAREST_TOWN: 2 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 30.5 NORMAL_FREEBOARD: 2.6 HYDRAULIC_HEIGHT: 27.9 CREST_LENGTH: 232 CREST_WIDTH: 11 UPSTREAM_SLOPE: 0.0 DOWNSTREAM_SLOPE: 0.0 BOTTOM_DRAIN: Y BOTTOM_DRAIN_OPERABLE: Y NORMAL POOL ELEV.: DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 0.5 NORMAL_POOL_CAPACITY(Ac-Ft): 7 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 8 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Watkins, Wayne CONDITION ASSESSMENT: Poor LAST_INSPECTION_DATE: 03/04/2014 NEXT_INSPECTION_DATE: 03/04/2016 NOD_DATE: 03/25/2014 NOD_DEADLINE_DATE: 03/04/2015 NOD_RESOLVED: N |
STATE_ID: YANCE-011 NID_ID: NC04756 Dam Name: Phoenix Pond Dam OTHER_DAM_NAMES: EAP: N EAP_DATE: PHASE_1_REPORT: N DAM_STATUS: IMPOUNDING DAM_HAZARD_POTENTIAL_DESCRIPTI: High HAZARD_DATE: 07/17/2014 COUNTY: Yancey REGION: ARO QUADRANGLE_NAME: Burnsville LATITUDE: 35.97920 LONGITUDE: -82.29337 RIVER_STREAM: Jacks Creek RIVER_BASIN: French Broad NEAREST_TOWN: Day Brook DISTANCE_TO_NEAREST_TOWN: 3 DAM_TYPE: RE DAM_PURPOSE: R YEAR CONSTRUCTED: CONSTRUCTED_BY: TYPE_MODIFY_REPAIR: MODIFY_REPAIR_YEAR: STRUCTURAL_HEIGHT: 20.5 NORMAL_FREEBOARD: 3.4 HYDRAULIC_HEIGHT: 17.1 CREST_LENGTH: 196 CREST_WIDTH: 12 UPSTREAM_SLOPE: 1.5 DOWNSTREAM_SLOPE: 2.0 BOTTOM_DRAIN: N BOTTOM_DRAIN_OPERABLE: U NORMAL POOL ELEV.: 0.0 DRAINAGE_AREA(Ac): SURFACE_AREA(Ac): 2.0 NORMAL_POOL_CAPACITY(Ac-Ft): 10 MAX_IMPOUNDMENT_CAPACITY(Ac-Ft): 16 MAX_DISCHARGE_CFS: MINIMUM_RELEASE_CFS: 0.00 PRIMARY_SPILLWAY_TYPE: EMRGENCY_SPILLWAY_TYPE: INSPECTORS: Watkins, Wayne CONDITION ASSESSMENT: Fair LAST_INSPECTION_DATE: 03/04/2014 NEXT_INSPECTION_DATE: 03/04/2016 NOD_DATE: NOD_DEADLINE_DATE: NOD_RESOLVED: |