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HomeMy WebLinkAbout20100310 Ver 1_UT Neuse River (Talecris Site) -Year 3 Report_20180417Channel Mirigation Monitoring Sheets I, II, III, AND IV Monitorin� Data Record Project Title: Talecris access road project COE Action ID: 201000775 Stream Name: UT Neuse River (Talecris Site) DWR Number: 20100310 City, County and other Location Information: Turn onto Talecris access road off of Powhatan Road in Clavton, NC. Date Construction Completed: February 2011 Monitoring Year: ( 3) of 3 Restart Ecoregion: Rolling Coastal Plain 8 digit HUC unit 03020201 USGS Quad Name and Coordinates: NC-Powhatan 35.622843, -78.414749 Rosgen Classification: Length of Project: 1,160 feet Urban or Rural: Rural Watershed Size: 350 acres Monitoring DATA collected by: M. Green, V. Kin�Date: 6/7/167 Applicant Information: Name: NCDOT Roadside Environmental Unit Address: 1425 Rock Quarrv Road Ralei�h, NC 27610 Telephone Number: �919) 861-3772 Email address: ml rg een(a�ncdot.gov Consultant Information: Name: Address: Telephone Number: Email address: Project Status: Complete Monitoring Level required by COE and DWR (404 permit/ 401 Cert.): Level 1 Mitigation Plan states: The site will be visually monitored and documented with photo points for channel stability and vegetation survival for three years. The conservation easement will be held in perpetuity and recorded on the Talecris deed. The mitigation site and conservation easement boundary will also be placed on the Natural Environment Unit's Mitigation Geodatabase for long term stewardship. Permit states: The permittee shall monitor the buffer mitigation site. Monitoring shall consist of visual review with photo points for channel stability and vegetation survival. An annual report shall be submitted to NCDWR for a period of 3 years showing monitoring results, survival rate/ success of tree and vegetation establishment, and that diffuse flow through the riparian buffer has been maintained. The first annual report shall be submitted within one year of final planting. Failure to achieve a buffer density of 320 trees per acre after 3 years will require the annual report to provide appropriate remedial actions to be implemented and a schedule for implementation. Approval of the final annual report and a formal "close out" of the mitigation site by NCDWR is required. Section 1. PHOTO REFERENCE SITES (Monitoring at all levels must complete this section) Total number of reference photo locations at this site: 7 photo point locations with 2 photos taken from each location. Additional overview photo. Dates reference photos have been taken at this site: 6/27/12, 6/25/13, 6/9/14, 6/30/15, 6/27/16, 6/7/17 Individual from whom additional photos can be obtained (name, address, phone): Other Information relative to site photo reference: A site map is included with this report. Section 2. PLANT SURVIVAL Attach plan sheet indicating reference photos. Identify specific problem areas (missing, stressed, damaged or dead plantings): Estimated causes, and proposed/required remedial action: ADDITIONAL COMMENTS: NCDOT completed the initial planting of the site in February 2011. On October 7, 2014, an onsite meetin� was held with NCDOT and NCDWR. Based on NCDWR's concerns, On February 4, 2015, NCDOT replanted the site with black willow and silkv do�wood live stakes alon� the entire stream enhancement and 1_alg lon ,green ash, sycamore, river birch, and swamp chestnut oak were planted within the buffer restoration area. On March 18, 2015 NCDOT installed Conservation Easement signs around perimeter of the site as requested by NCDWR. On Au,�ust 26, 2015, an onsite Agency Meetin� was held to review the wetland and buffer areas, recent planting� and the stream enhancement within the wooded section. On March 10, 2016, NCDOT planted the stream and buffer area alon� the southeast reach all the wav to the conservation easement line with silky do�wood and silkv willow live stakes and svcamore and overcup oak bareroot seedlings. This small section is beside the fill slope for the access road. On August 3, 2016, an onsite A�ency Meeting was held to review the wetland delineation for the site. Plant survival counts were conducted during June 2017 monitoring evaluation with the results showing an average density of 491 trees per acre, which is well above the minimum success criteria of 320 trees per acre after the third vear of monitorin�. NCDOT restarted the monitoring cvcle in 2015 due to the entire site getting replanted. Other s�ecies noted on site included sweet u,_�poplar, fern, soft rush, pine, Japanese srilt Qrass, alder, briars, Scirpus sp., and various grasses. NCDOT proposes to discontinue plant survival monitoring. If required to complete Level 1 and Level 2 monitaring onlv stop here; otherwise, complete section 3. � c� ^ � ^ v � C d� �C ,� � � O ,� `i' M �"" � 3 � � � � U � � � o � ,3 � `�' U � °� �' �',,,,'' A c ° � � � � � � � o � � � � s� � � � o � � � � � � � � � � A� v� � pq ri �7 zi W� E�-� F�-� A 1 2 1 11 5 4 23 37 423 2 7 4 2 8 8 8 37 45 559 Year 3 Average Density (Trees/Acre) 491 Year 2 Average Density (Trees/Acre) 588 Year 1 Restart Average Density (Trees/Acre) 680 Year 3 Average Density (Trees/Acre) 493 Year 2 Average Density (Trees/Acre) 536 Year 1 Average Density (Trees /Acre) 612 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 stabilit,y/morpholog,v 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. UT to Neuse River (Talecris Site) has some eroded banks mainly within the wooded secrion of the stream enhancement as seen in the photo section of this repart. Two other localized areas of bank erosion exist on the right bank just downstream of Photo 8 and on the ri�ht bank just upstream of Photo 11. The eroded banks have o�tten worse over the past vear most likely due to impacts from Hurricane Matthew. NCDOT completed a wetland delineation at the site in 2016 as proposed. The debit ledger contained in this report now shows the updated wetland acrea�e and buffer information. NCDOT pro�oses to discontinue monitoring channel stability. Date Station Station Station Station Station Inspected Number Number Number Number Number Structure T e Is water piping through or around structure? Head cut or down cut present? Bank or scour erosion resent? Other problems noted? Bankfull 6/25/13 6/9/14 8/26/15 6/7/17 event dates Wrack line Wrack line Wrack line Wrack line and how it was noted Section 4. DEBIT LEDGER As Built Site name Site TIP HUC River Basin Division Count Miti ation T pe Notes Quantit Available Debit UT to Neuse River WBS No. Talecris Site N/A 3020201 Neuse 4 Johnston 59002 Stream Enhancement 1,552 If. 1,552 If. Buffer Enhancement 70,447 ft� 68,344 ft� 2,103 ft� Non-Riverine Wetland 0.87 acre 0.87 acre *Note: Debit Ledger information up to date as of June 21, 2017. 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