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: