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NC0003433_CapeFear-STANTEC-UTILITIES_20150902
1956 Ash Pond Decant Structure (3 total) � 2-inch Diameter PVC Outlet (Cape Fear-17) b (See Figure 4, Photograph No. 15) 1956 ASH POND Y Cape Fear Flood Control Dam Cape Fear Flood Control Dam (Permanent Breach Section) (1956 Section Ash Pond Section) �• Three 10-inch Diameter FRP 12-inch Diameter Steel (Reported to be Abandoned) (Reported to be Abandoned, Capped) Existing Plant (Cape Fear-18 through 20) (Cape Fear-11) (See Figure 4, Photograph No. 16) (See Figure 3, Photograph No. 11) Equipment Cooling Tower Settling Basin--a� ��} �` Cape Fear Flood Control Dam g v Yard Drain Inlet 12-inch Diameter Cast Iron_ - (Southeast Section) 244nch Diameter RCP (Basin Side) a ° 18-inch Diameter RCP (Outlet Side) (Cape Fear-21) (Cape Fear-10 ) (See Figure 4, Photograph No. 17) (See Figure 3, Photograph No. 10),-� •, Yard Drain Outlet 8-inch Diameter Cast Iron ✓. s` 50-inch Diameter (Unknown Material) (Cape Fear-12) (Cape Fear-9) (Reportedly Scheduled to be Abandoned) (See Figure 3, Photograph No. 9)0111 � ;/:'. 50-inch Diameter (Unknown Material) (Cape Fear-13) (See Figure 3, Photograph No. 12) Yard Drain Inlet 12-inch Diameter (Reportedly Scheduled to be Abandoned) f t * (See Figure 3, Photograph No. 12) Cast Iron (Cape Fear-8 (See Figure 3, Photograph No. 8)(' 13-foot X 6-foot Box Culvert (Unknown Material) (Cape Fear-14) 1985 Ash Pond Sluice Line Outlet F (Reportedly Scheduled to be Abandoned) (Cape Fear-27) (See Figure 3, Photograph No. 12) \=Cape Fear Flood Control Dam (Internal Section) 2007 Ash Stack Decant Structure (Vertical Standpipe and Decant Pipe) and Cape Fear Flood Control Dam Cape Fear Flood Control Dam Emergency Outlet Structure (3 HDPE Pipes) (River Section) 10-foot Diameter RCP'` (Canal Section) (Cape Fear 22-26) Dual 12-inch CMO (Cane Fear-6 and 71 (Cape Fear-15) _ (See Figures 2 and 3, t3ee rigure 4, rnoTograpn nka Photograph Nos. 6 and 7) � Oil Skimmer Waste RetentionWn `t 16-inch Diameter Fiber Resin (Cape Fear-5) (See Figure 2, Photograph No. 4)� 8-inch Diameter Steel (Cape Fear-4) (See Figure 2, Photograph Nos. 4 and 5) Legend s/s/2ois upaafea a ��� ���� Pipe Segment (Recommended to be Inspected) Pipe Segment (Not Recommended to be Inspected) 24-inch Diameter RCP Culvert (Cape Fear-16) )ot Diameter RCP (See Figure 4, Photograph No. 14) (Cape Fear-3) re 2, Photograph No. 3) w 2007 Ash Stack harge Canal Gate Structure (within 1985 ASH POND) 1-foot Diameter RCP (Cct.pe Fear-1) (See Figure 2, Photograph No. 1) J 18-inch Diameter RCP (Cape Fear-2).. 0 (See Figure 2, Photograph No. 2)-41�'liem= Photograph No. 1: 10-foot diameter RCP Cooling Tower discharge outlet. Photograph No. 4: Looking at outfall of 16-inch diameter fiber resin and 8-inch diameter carbon steel Low Volume Retention Basin discharge piping. (3 Stantec Photograph No. 2: 18-inch diameter RCP collects Swale that drains adjacent field. Photograph No. 5: Looking upstream from the outfall of the 8-inch diameter carbon steel Low Volume Retention Basin discharge piping. DRAFT Photograph No. 3: 6-foot diameter RCP Cooling Tower discharge outlet to canal. Photograph No. 6: Pump Station No. 1 - dual 12-inch diameter sump drains blind flanged shut. Client/Project Parker Poe Adams & Bernstein LLP / Duke Energy Non-CCB Impoundment Pipe Inspection Site Scouting Figure No. 2 - Observation Photographs Title CAPE FEAR PLANT Chatham County, North Carolina n w ' < ..�,. a, Photograph No. 7: Pump Station No. 1 - dual 12-inch diameter CMP sump drains;downstream side. Photograph No. 10: Old yard drain - View of incoming pipes to sump area; 12-inch cast iron; heavily silted. (3 Stantec Photograph No. 8: Old yard drain - View of incoming pipes to sump area; 12-inch diameter cast iron; heavily silted. Photograph No. 11: 12-inch steel pipe; old drain pipe through levee; capped on this end (upstream side). DRAFT Photograph No. 9: Outlet for 8-inch diameter cast iron yard drain. Photograph No. 12: 50-inch diameter, 50-inch diameter and 13-foot X 6-foot box culvert (unkown material). View main discharge gate looking Northwest. Pipes 12, 13, and 14 are behind gates from right to left respectively. Client/Project Parker Poe Adams & Bernstein LLP / Duke Energy Non-CCB Impoundment Pipe Inspection Site Scouting Figure No. 3 - Observation Photographs Title CAPE FEAR PLANT Chatham County, North Carolina Photograph No. 13: 10-foot diameter RCP Cooling Tower recirculation intake structure. lam" a k 1�. f 't/ Photograph No. 16: Three 10-inch diameter FRP reported abandoned ash pipes. (30 Stantec Photograph No. 14: 24-inch diameter RCP culvert under CP and L Road - View of downstream side almost completely silted in. Photograph No. 17: 24-inch diameter RCP (basin side); 18-inch diameter RCP (outlet side); view of upstream side (basin side). DRAFT Photograph No. 15: 2-inch diameter PVC temporary sediment basin outlet. Client/Project Parker Poe Adams & Bernstein LLP / Duke Energy Non-CCB Impoundment Pipe Inspection Site Scouting Figure No. 4 - Observation Photographs Title CAPE FEAR PLANT Chatham County, North Carolina