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HomeMy WebLinkAbout20010550 All Versions_Mitigation Information_20070101 Channel Mitigation Monitoring Sheets I, II, III, AND IV Monitoring Data Record ?4 n u t?/t ?160?> Project Title: R-2809B (Site 1) COE Action ID: 199601836 Stream Name: UT to Richland Creek DWQ Numbers: 1055 City, County and other Location Information: Wake Forest Bypass, Wake Co. (Left of Y2 Sta. 10+40 to Sta. 11+25) Date Construction Completed: April 2006 Monitoring Quarter: ( 4 ) of 4 Ecoregion: 8 digit HUC unit: 03020201 USGS Quad Name and Coordinates: Rosgen Classification: Length of Project: 384' Urban or Rural: Urban Watershed Size: Monitoring DATA collected by: M. Green Date: 1/31/07 Applicant Information: Name: NCDOT Roadside Environmental Unit Address: 1425 Rock Quarry Rd. Raleigh, NC 27610 Telephone Number: (919) 861-3772 Email address: mlgreen(a,dot.state.nc.us Consultant Information: Name: Address: Telephone Number: Email address: Project Status: Complete Monitoring Level required by COE and DWQ (404 permit/ 401 Cert.): Level - Monitoring Level 1 requires completion ofSection 1, Section 2 and Section 3 Permit States: The permittee will visually monitor the vegetative plantings on all mitigation streambanks to access and insure complete stabilization of the mitigation stream segments. This monitoring will include adequate visual monitoring of planted vegetation for a minimum of one year after final planting, and appropriate remedial actions (e.g., replanting, streambank grading, ect.). If within any monitoring year, bank stabilization is not acceptable as determined by the Corps of Engineers, and remedial action required by the Corps of Engineers is performed, the two year monitoring of the affected portions of the stream will begin again. Section 1. PHOTO REFERENCE SITES Total number of reference photo locations at this site: 4 photo point locations - 2 photos at each location Dates reference photos have been taken at this site: 5/10/06, 8/22/06,11/15/06,1/31/07 Individual from whom additional photos can be obtained (name, address, phone): Other Information relative to site photo reference: If required to complete Level 3 monitoring only stop here; otherwise, Section 2. PLANT SURVIVAL Attach plan sheet indicating reference photos. Identify specific problem areas (missing, stressed, damaged or dead plantings): A rainfall event of approximately 7 inches (Tropical Storm Alberto. June 2006) occurred shortly after construction. Some of the planted vegetation was washed away during this event. Estimated causes, and proposed/required remedial action: Live stakes and bareroot seedlings were installed on 1/31/07 to replace the planted vegetation that was washed away after initial planting took place on March/April 2006. ADDITIONAL COMMENTS: Vegetation is dormant for the 4th Quarter of monitoring. Live stakes and bareroot seedlings noted on the streambank and in the floodplain consisted of black willow, silky dogwood, green ash, swamp chestnut oak, willow oak, and laurel oak. If required to complete Level 1 and Level 2 monitoring only stop here; otherwise, complete section 3. r Section 3. CHANNEL STABILITY Visual Inspection: The entire stream project as well as each in-stream structure and bank stabilization/revetment structure must be evaluated and problems addressed. Report on the visual inspection of channel stability. Physical measurements of channel stability/morphology will not be required. Include a discussion of any deviations from as-built and an evaluation of the significance of these deviations and whether they are indicative of a stabilizing or destabilizing situation. The 4th Ouarter monitorine evaluation was conducted on Januarv 31. 2007. A rainfall event of approximately 7 inches (Tropical Storm Alberto, June 2006) occurred shortly after construction. Some of the planted vegetation was washed away during this event. Replanting of live stakes and bareroot seedlings took place on January 31. 2007. Localized bank erosion and erosion behind some of the cross vane arms was still noted during this monitoring evaluation. Point bars have developed where the banks have eroded helping the stability of the stream. Deposition has occurred behind some of the exposed cross vane arms. NCDOT will continue to monitor this stream. Date Station Station Station Station Station Inspected Number Number Number Number Number Structure Photo 1 Photo 3 Photo 5 Photo 6 Type Is water Water piping piping around left through or arm of around cross vane structure? Head cut or down cut present? Bank or scour Erosion on Erosion on Erosion on Erosion on erosion left bank right bank right bank left bank present? Other Erosion Erosion Erosion problems behind right behind right behind left noted? arm of cross and left arms arm of cross vane of cross vane vane NOTE: Attach separate narrative sheets to each monitoring report describing/discussing the overall monitoring results. Include the identification of specific problem areas/channel failures, estimated cause and proposed/required remedial action. This should include a brief discussion of any parameter that has changed significantly from as-built. r Wake Fore T Photo 2 (Downstream) Photo 1 (Upstream) Photo 3 (Upstream) Photo 4 (Downstream) Photo 5 (Upstream) 4th Quarter - January 2007 Photo 6 (Downstream) Wake Forest Bypass 4th Quarter- January 2007 Photo 7 (Upstream)