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: