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HomeMy WebLinkAbout20140090 Ver 3_ICA Report issued_20160802 Wanucha, Dave From:Suggs, Phillip H Sent:Tuesday, August 02, 2016 1:44 PM To:Guy, Jeremy M; Panek, Lindsey F; Wyrick, Scott D; Ivey, Stephen P; Raulston, Keith E; Archer Sr, Wright; Davis, Vickie G Cc:Gantt, Matt; Latham, Tim; Wanucha, Dave; Euliss, Amy; Lee, Donald G; Marion, Johnie E Subject:ICA Report issued for U-2579B Winston-Salem Northern Beltway, Forsyth Co Attachments:InspectionReport_34839.3.GVS4_8-02-2016.pdf Attached is the Inspection Report for the following Project: InspectionReport_34839.3.GVS4_8-02-2016.pdf County: Forsyth Winston Salem Northern Beltway Project Location Eastern section US 158 to Bus 421 Description: and I 40 This email was generated by the NCDOT ErCon (Erosion Control Management) system. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1 North Carolina Department of Transportation Roadside Environmental Unit Erosion & Sedimentation / Stormwater Report �CQ Immediate Corrective Action This project does not comply with the North Carolina Erosion and Sedimentation Control laws. Immediate Corrective Action is needed to resolve the situation to full compliance with the Law: (T15A: 04B.0000). Proiect Information Inspection Date: 08/02/2016 Project #: 34839.3.GVS4 Division #: 9 Project Type: Contract Project Length: 4.00 River Basin Location Description: Evaluator: Phil Suggs TIP #: U-2579B County: Forsyth Engineer: Winston Salem Res. (Cragmore) Disturbed Acres: 100 Yadkin HQW Zone: NO Trout Zone: NO Winston Salem Northern Beltway Eastern section US 158 to Bus 421 and I 40 Proiect Evaluation Report Type: ❑ Routine ❑PCN Length Section 0.1 Site10 and 2, approaching slopes 3.9 Remainder of Project ❑✓ ICA ❑ ICA Ex 1 st ❑ ICA Ex 2nd ❑CICA - SWO ❑ ECPAR Installation Maintenance Effectiveness Plan Overall Project of BMPs of BMPs of BMPs Implementation Evaluation 6 6 6 6 6 8 8 8 E�3 Grading Scale: 0- 6= Immediate Corrective Action Required, 7= Fair, 8= Good, 9= Very Good, 10 = Excellent Remarks and Recommendations: Reviewed project with Scott Wyrick (NCDOT), Raymond Foster and Scott Gallman (Dragados) Heavy rains on Sunday night (7/31). Sediment loss reported yesterday morning during inspections at Site 10 and Site 2, project right. ICA report is being issued due to contractor not reinstalling sufficient EC to control site erosion during and after grading operations. At Site 10 area: Slope drain at sta 562, right , was overwhelmed. Storm water flow was high enough at the last drop inlet before Site 10 to overtop the blocking berm beyond the drop inlet. Diversions that had been installed across the roadway were removed during hauling and grading. Rain began while crews were working. Additional silt checks and diversions were not reinstalled before heavy rain started. Slope drains have been installed with inlet protection too high for water to get to the pipe. Crews are onsite cleaning up accumulated silt in the permitted sites. Reset slope drains and install class B rip rap inlet protection - just enough to slow stormwater runoff as it enters pipe. Temp silt ditches along the sides of the roadway need to be installed and silt checks installed in the temp silt ditch. Install silt checks every 50-60' in the temp silt ditches along the sides. Add diversions across the grade E�3 8/02/2016 1:39 PM Page 1 of 2 to direct flow into the temp silt ditch and silt checks. This is to channel and slow the flow down before it reaches the slope drains. The drains should be open to allow stormwater to get into them. The silt ditches, checks and diversions should be reinstalled and maintained as work progresses and the Level II Site Supervisor and Forman should review and insure installation. Site 2: Minor silt loss occurred due to storm water overtopping inlet protection on drop inlets. The large silt check has been cleaned and refurbished. Any accumulated silt removed from channel. Direct stormwater runoff to the installed basins at the drop inlets. Cleanout drop inlets and pipe outlet. Discussed getting site runoff into the existing basins. Utilize slope drains to move runoff down slopes around the drop inlet without eroding the slopes. Stabilize the entire area inside the berm around site 2 outlet. Remainder of project: Continue maintenance on EC devices. All "UrgenY' items on the NPDES list need to be addressed. Project will be reinspected by Friday, August 5 for completed corrective actions. 8/02/2016 1:39 PM Page 2 of 2