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HomeMy WebLinkAbout20001541 Ver 1_Mitigation Information_20001206od(sq/ ANNUAL REPORT FOR 2004 Deer Creek Mitigation Site Carteret County Project No. 6.16901T TIP No. R-2105 WM Prepared By: Office of Natural Environment & Roadside Environmental Unit North Carolina Department of Transportation December 2004 TABLE OF CONTENTS SUMMARY .................................................................................................................... 1 1.0 INTRODUCTION .................................................................................................. 2 1.1 Project Description ............................................................................................ 2 1.2 Purpose .............................................................................................................2 1.3 Project History ................................................................................................... 2 2.0 HYDROLOGY ...................................................................................................... 4 2.1 Success Criteria ............................................................................................... . 4 2.2 Hydrologic Description ..................................................................................... . 4 2.3 Results of Hydrologic Monitoring ...................................................................... . 6 2.3.1 Site Data ..................................................................................................... . 6 2.3.2 Climatic Data .............................................................................................. . 6 2.4 Conclusions ...................................................................................................... .6 3.0 VEGETATION ..................................................................................................... . 8 3.1 Success Criteria ............................................................................................... . 8 3.2 Description of Species ...................................................................................... . 8 3.3 Results of Vegetation Monitoring ...................................................................... . 9 3.4 Conclusions ..................................................................................................... 10 4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS ....................................... 10 FIGURES FIGURE 1. SITE LOCATION MAP ................................................................................ 3 FIGURE 2. GAUGE LOCATION MAP ........................................................................... 5 FIGURE 3. DEER CREEK 30-70 PERCENTILE GRAPH ............................................. 7 TABLES TABLE 1. GAUGE DESCRIPTION AND EXPECTATIONS .......................................... 4 TABLE 2. VEGETATION MONITORING RESULTS ..................................................... 9 APPENDICES APPENDIX A. GAUGE DATA GRAPHS APPENDIX B. SITE PHOTOGRAPHS APPENDIX C. VEGETATION PLANTING PLAN SUMMARY The following report summarizes the monitoring activities that have occurred in the past year at the Deer Creek Mitigation Site. Located in Carteret County, the Deer Creek Site serves as mitigation for impacts associated with the widening of NC 24. The site was originally designed to serve as integration between an onsite stormwater detention facility and the surrounding environment. The site was constructed and planted in Spring 2001; however, an initial vegetation failure led to a replanting of the site in the spring of 2002. Monitoring activities in 2004 represent the fourth year of hydrologic monitoring and the third year of vegetation monitoring. The site must be monitored for five years following site construction or until success criteria are met. Monitoring criteria include the percent cover of planted herbaceous vegetation and the hydrologic conditions at the site. The site is monitored with thirty vegetation plots, three surface water gauges, and one rain gauge. Data analysis includes an examination of all recorded site data as well as an assessment of local climate conditions throughout the growing season. Hydrologic monitoring was conducted for a fourth year. The three surface water- monitoring gauges on the site show consistent inundation throughout the growing season. An examination of the water levels over a two-day period illustrates that the site floods twice a day under average climatic conditions (as required in the permit conditions). The two days in the plot were chosen at random and represent typical conditions during the growing season. For 2004, the vegetation monitoring revealed a frequency of target species at 79.3% and the vegetative coverage scale value at 3.70. The vegetation data for 2004 met the 70% required frequency of target species and is on track to meet the scale value of 5 for the vegetative coverage that is required in year five. NCDOT will continue to monitor the Deer Creek Mitigation Site for hydrology and vegetation. 1.0 INTRODUCTION 1.1 Project Description The Deer Creek Mitigation Site is located in Carteret County on the north side of NC 24 at the northeast quadrant of the crossing of Deer Creek (see Figure 1 Location Map). The mitigation site is approximately 4.25 acres in size. Approximately 1.5 acres of the site had previously been allocated as a stormwater detention facility designed for the NCDOT to treat runoff from the improvements associated with the widening of NC 24 (TIP No. R-2405AB). The existing Section 404 permit for widening NC 24 involves a commitment by NCDOT to better integrate the original 1.5-acre storm water detention basin into the existing natural environment. To accommodate this, the NCDOT purchased the remaining 2.75 acres of land with the intent of utilizing the area to provide compensatory mitigation for wetland impacts associated with this TIP project. 1.2 Purpose In order to demonstrate successful mitigation, hydrologic and vegetative monitoring must be conducted. Vegetation will be monitored for five years following the completion of planting and vegetative marsh success is determined in accordance with NMFS guidelines. The site will be considered hydrologically successful when the hydrologic data shows that the site floods twice daily. The following report details the results of hydrologic and vegetative monitoring during 2004 at the Deer Creek Mitigation Site. 1.3 Project History March 2001 May 2001 June 2001 June -November 2001 August 2001 April 2002 February - November 2002 August 2002 December 2002 February - November 2003 August 2003 February - November 2004 July 2004 Construction completed Site Planted Gauges Installed Hydrologic Monitoring (1 yr.) Vegetation Monitoring (1 yr.) Site Tilled and Replanted Hydrologic Monitoring (2 yr.) Vegetation Monitoring (Restart 1 yr.) Spillway Modifications Hydrologic Monitoring (3 yr.) Vegetation Monitoring (2 yr.) Hydrologic Monitoring (4 yr.) Vegetation Monitoring (3 yr.) Q C? G O U O J N r L a? 5 Sh +?1 ??ut 73NN>?j? 1Pi1^iv?..ti.. Duw .?l 0 LN s ?r L i ? P M 2.0 HYDROLOGY 2.1 Success Criteria The success of this site is correlated to the planting elevations and to planting success. If the plantings are successful, then the grading will have been correctly correlated to the tidal fluctuations. The hydrologic monitoring aspect will involve the use of surface water monitoring gauges. Groundwater monitoring is not required at this site since it is a tidal system. The site will be considered hydrologically successful when the site is flooded twice daily. Success is determined from data taken at the Gauge 1 location (SG-1), as the other gauges are located within channels and are used for comparison of tidal elevations. It is expected that the surface water flooding will be the same as that measured for the biological benchmarks for Spartina alterniflora, since the grading was done to an elevation that is known to be periodically flooded. Table 1 describes each gauge and the hydrologic expectations of each. See Figure 2 for the precise location of each gauge. Table 1. Gauge Description and Expectations Gauge < < Elevation Location Hydrologic Expectation SG-1 1.20 ft Low marsh between channel and high marsh. Flood twice daily SG-2 -0.64 ft Within constructed channel of site. Remain flooded, daily fluctuations SG-3 -0.54 ft In Deer Creek adjacent to site. Remain flooded, daily fluctuations The site is monitored during the growing season. The County begins February 27 and ends November 29 correspond to a 50% probability that temperatures will February 27 and before November 29. 2.2 Hydrologic Description growing season in Carteret (274 days). These dates drop to 28° F or lower after Three surface water monitoring gauges and one rain gauge were installed onsite in June 2001 (Figure 2). The surface water gauges record surface water readings every hour. The Infinities rain gauge records rainfall amounts on a daily basis. Appendix A contains plots of the data at each surface gauge location. The set of plots shows the surface water recorded against the actual gauge elevation surveyed relative to mean sea level. Also included in Appendix A is a plot of two days of surface water data recorded at each gauge location; this plot is to illustrate that flooding occurs twice daily as required in the permit conditions. The two days in the plot were chosen at random and are representative of conditions throughout the growing season. CL O 6 U O .J N 0) cu CD N L LL w V Z 3 c? w ir I ' 4 ( Syr 2 t' }1 L4.Ll? CJ_! 10. r?x LU si J w u ` L 0 N kn 2.3 Results of Hydrologic Monitoring 2.3.1 Site Data Gauge 1 was evaluated to determine if the site was being flooded twice daily. Tide data from Gauges 2 and 3 were evaluated for comparison. Due to the relatively small size of the site, high tide elevations should be consistent between the three gauges. Appendix A shows both the true elevation plots for all three gauges, as well as an individual graph of Gauge 1 data that shows a two-day sample; this graph demonstrates the twice daily heightened water levels common throughout the growing season. 2.3.2 Climatic Data Figure 3 is a comparison of monthly rainfall (November 2003- August 2004) to historical precipitation for the area. The rainfall data for the months of September-November 2004 were not included in the graph. The two lines represent the 30th and 70th percentiles of monthly precipitation for Morehead City, NC. These percentiles represent monthly rainfall data collected between 1973 and 2004 that was provided by the State Climate Office of North Carolina at NC State University. For the 2004-year, December (03') and February experienced above average rainfall. The months of January, March and May recorded below average rainfall for the site and November (03'), April, June, July, and August experienced average rainfall. Overall, the site met the hydrologic criteria in a year of average climate conditions. However, precipitation is not the primary hydrologic input for the site; therefore, it is expected that the site would show the required flooding regardless of area rainfall totals. 2.4 Conclusions Based on the hydrology analysis for Gauge 1, the data indicates that the gauge location is flooding twice daily for the majority of the growing season, as is required. The surface water elevations for Gauge 1 are comparable with Gauge 2 and Gauge 3. NCDOT will continue to monitor the site for hydrology. ? V ,L Z V L Q? a ? O L ? O O M "v 0 U N 0 C) O O z O U O O (D U) d' O O 7 Q O 7 O C 7 7 w C O O ? T t6 0 Q "v O (6 V O L LL O d O C t6 in 0 U N 0 C) 0 0 z N C N U N d O N C N am 2 O M w C C> O O N m c ca fr Cl) O O N Q cu C N U L D LL ti M Y N L- C) a) N 0 M O L LL r- N O 00 co N O (ui) uoi;e;idloaad 3.0 VEGETATION: DEER CREEK (YEAR 3 MONITORING) 3.1 Success Criteria The vegetative marsh success of the wetland site will be determined in accordance with NMFS Guidelines. Monitoring plots found to be located within the open water channel will not be evaluated, and will not count toward the final count of plots. The vegetation component of the wetland site will be deemed successful if the following criteria are met: At year five, the average of all plots should have a scale value of 5 (75% vegetative cover) consisting of wetland herbaceous species, not including any invasive species. 2. A minimum of 70% of the plots shall contain the target (planted) species. 3.2 Description of Species The following marsh grass species were planted in the Wetland Restoration Area: Spartina patens, Saltmeadow Cordgrass Spartina alterniflora, Smooth Cordgrass 3.3 Results of Vegetation Monitoring Table 2. Vegetation Monitoring Results k O ?C+ ua y Rt y S C C •C! y "' tl C C ? C = a> w E E C 1 5.0 2 5.0 ® p 3 0.0 bare round 4 0.0 bare ground 5 0.0 bare round 6 5.0 7 4.0 0 8 IN Cattails 8 0.0 bare round 9 4.0 ® p 10 5.0 11 5.0 ® p 12 5.0 N p p Cattails 13 5.0 0 0 14 open water 15 5.0 p 16 5.0 p ® Sci us americanus 17 5.0 p 18 0.0 bare round 19 5.0 p 20 4.0 ® ® Pol onum s p. 21 0.0 bare round 22 2.0 ® p 23 5.0 ® Pol onum s p. 24 5.0 ® Pol gonum sp. 25 5.0 26 4.0 27 4.0 28 5.0 29 5.0 p p 30 5.0 1 p Sci us Sp. Frequency (Percentage of Plots 20.7% 69.0% 79.3% with Desired Species) Sum Scale Value 107.0 Total Number of Plots 29 Ve etative Cover (Scale Value) 3.7 3.4 Conclusions Percent Frequency of Target Species 79.3% Frequency of 70% required. Vegetative Cover Scale Value 3.70 Scale Value of 5 required for year 5. The site was tilled for compaction and replanted with 7,300 Smooth Cordgrass plants in April 2002. The vegetation on the site has improved greatly. Frequency and coverage are on track for year 3. NCDOT will continue vegetation monitoring at the Deer Creek Mitigation Site. 4.0 OVERALL CONCLUSIONS/ RECOMMENDATIONS The 2004-monitoring year represents the fourth year of hydrology monitoring and the third year of vegetation monitoring following replanting of the site. Hydrologic monitoring of the three surface water gauges indicated that the site was consistently inundated, with surface water levels varying with the tides. Vegetation monitoring yielded a successful 79.3% frequency of target species and 3.70 vegetative coverage. Field observations have shown that the site floods regularly. NCDOT will continue hydrology and vegetation monitoring on the Deer Creek Mitigation Site. 10 APPENDIX A GAUGE DATA GRAPHS APPENDIX B SITE PHOTOGRAPHS Photo 1 Photo 3 Deer Creek Photo 2 Photo 4 Photo 5 Photo 6 2004 2004 Photo 7 APPENDIX C VEGETATION PLANTING PLAN RANDOM PLOT LOCATIONS ?r u 00" v ? s W E t 3 ? 2 7 F Z - 0 z @. V3 5)y cL aC ? ,. - y k ?. . C J E Q APPENDIX A GAUGE DATA GRAPHS T" C9 ? Cl) C) ? M d C) `t L ? 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L V w+ 4) a ea ? c fn O Y O L d N DOZ-6nV-ZO DOZ-6nV-ZO OOZ-6nV-ZO DOZ-6nV-ZO DOZ-6nV-ZO DOZ-OnV-ZO DOZ-6nV-ZO DOZ-6nV-ZO DOZ-6nV-ZO OOZ-6nV-ZO DOZ-6nV-ZO t 04 OOZ-6nV-ZO I-- U) o OOZ-6nV-LO C7 OOZ-6nV-L0 cn OOZ-&V-LO OOZ-6nV-LO OOZ-6nV-LO OOZ-6nV-LO OOZ-6nV-L0 OOZ-6nV-LO OOZ-6nV-LO OOZ-6nV-LO OOZ-OnV-LO OOZ-6nV-LO N N O O 6Z O"N (4) U014BA813 anal yam STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY 1501 MAIL SERVICE CENTER, RALEIGH, N.C. 27699-1501 LYNDO TIPPETT GOVERNOR SECRETARY March 12, 2002 Mr. Doug Huggett Division of Coastal Management NC Department of Environment and Natural Resources Post Office Box 27687 Raleigh, NC 27611-7687 Re: Bogue Sound (Weeks Property) Mitigation Site, Carteret County, Project No. 6.169005T, TIP No. R-2105 WM Dear Mr. Huggett, As you are aware, the Department has been actively monitoring Bogue Sound (Weeks Property) Mitigation Site for the past 4 years. The mitigation site is located in Cedar Point, Carteret County, NC. The mitigation project was intended to offset permitted estuarine wetland impacts associated with several NCDOT projects. The permitted impacts include 0.96 acre of high marsh dominated by black needlerush and 0.82 acre of low marsh dominated by smooth cordgrass. The above referenced mitigation site required both vegetation and hydrologic monitoring for at least 3 consecutive years. A site visit was conducted with representatives from North Carolina Division of Coastal Management, U.S. Army Corps of Engineers and N.C. Wildlife Resources Commission on April 27, 2001. It was agreed 't-that hydrologic monitoring of the site may be ceased. The success criteria as approved by the regulatory agencies and defined in the Final Plan for Bogue Sound Tidal Marsh Restoration Project dated February 1998 [a.k.a. Bogue Sound Mitigation Site (Weeks Property)] is "The project will be deemed to be successful if after a period of three (3) years following the completion of planting vegetative coverage of native salt marsh species within the wetland restoration area is at least 85% of the vegetative coverage recorded within the RME" PHONE 919-733-2520 FAX 919-733-9150 y Based on 2001 monitoring data, the total estimated vegetative cover within the marsh restoration area was 64%. Based on a survey of the reference marsh ecosystem in 1998 and 2001, the total estimated vegetative cover within the RME was 70%. Therefore, vegetative cover within the marsh restoration area exceeds the minimum acceptable cover mandated by the vegetative success criterion. In conclusion and as per the 2001 Annual Monitoring Report for the mitigation site, NCDOT recommends discontinuing any further monitoring activities. In a meeting with Corps of Engineers representatives and resource agency representatives on March 7, 2002, agency personnel agreed that the site had achieved success and monitoring activities could be discontinued. If you have any questions about this project, please contact Mr. Randy Griffin, Natural Systems Engineer, at (919) 733-7844, ext. 294. Thank you for your continued support and cooperation. Sincerely, '/. C4L X;i,- V. Charles Bruton, Ph.D. Assistant Branch Manager, Project Development and Environmental Analysis Branch cc: file Mr. Dave Timpy, COE Mr. Scott McLendon, COE Mr. David Franklin, COE Ms/.Cathy Brittingham, CAMA Aqr. John Hennessy, NCDWQ Mr. Tom McCartney, USFWS Mr. Ron Sechler, NMFS Mr. Bill Moore, NCDOT Ms. Kathy Matthews, EPA Mr. David Cox, NCWRC Mr. Randy Griffin, NCDOT-PD&EA Mr. Ken Pace, NCDOT-REU Mr. Neal Lassiter PE, NCDOT-Division 2 Engineer STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDo TIPPETT. GOVERNOR SECRETARY January 7, 2002 Mr. David Timpy U.S. Army Corps of Engineers J? Wilmington Regulatory Field Office Post Office Box 1890 Wilmington, North Carolina 28402-1890 Re: Deer Creek Mitigation Site, Carteret. County, Division 2, TIP Project R-2105WM . Dear Mr. Timpy: Please find enclosed the As-Built Report for the Deer Creek Mitigation Site located in Carteret County. The Resident Engineer responsible for this project, Mr. Jason Peterson, has. certified that the site was constructed according to construction plan sheets except for one area, where the top of the berm between the detention area and the new marsh area had to be moved to the north. This is shown on the enclosed plans. The site construction was completed in March 31, 2001 and the planting was completed in May 2001. For completeness purposes, the following information has been included with the As-Built Report: (1) Letter of Construction Compliance, (2) As-Built Plan Sheet(s), (3) Planting Zone and Vegetation Plot Map, (4) Gauge Location Map, and (5) Estimate of Quantities. i a If you should have any questions or require additional information, please contact Charles R. Cox, P.E.; Natural Systems Engineer, at (919) 733-7844, Ext. 301. Thank you for your continued support and cooperation on this project. Sincerely, 1 w V.C. Brut n, Ph.D., Assistant Manager Project Development and Environmental Analysis Branch MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: NCDEPARTMENT OFTRANSPORTATION. -.FAX: 919-733-9794 - TRANSPORTATION BUILDING PROJECTDEVELOPMENT AND ENVIRONMENTAL ANALYSIS - 1 SOUTH WILMINGTON STREET - 1548MAIL SERVICE CENTER WEBSITE: WWW.DOH.DOT.$TATE.NC.US RALEIGH NC RALEIGH NC 27699-1548. i STATE of NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY P.O. BOX 25201, RALEIGH, N.C. 27611-5201 LYNDO TIPPETT GOVERNOR SECRETARY November 29, 2001 Charles Cox Project Development and Environmental Analysis 1548 Mail Service Center Raleigh, NC 27699-1548 RE: Project 6.169005T (R-2105AB-WM) NC 24 Wetland Mitigation Site for Swansboro to Morehead City (Deer Creek) Proiect Documentation Dear Mr. Cox: 1 Pleased find attached the information you requested, including the letter of compliance j and a copy of the contract for the above referenced project: i The project dates are as follows: f Availibility Date: . . . . . . . . . . . . January 2, 2001 Work Started Date: . . . . . . . . . January 8, 2001 Permit Received-work inside 75' buffer: . February 5, 2001 Completion Date: . . . . . . . . . . . . March 31, 2001 1 Work Completed Date: .. . . .. .. .. April 24, 2001 Acceptance Date: . . ... . . . . . . . May 1, 2001 Project concerns include: 1. Delay in construction due to letting project to contract prior to obtaining all necessary permits. 2. No check/revision was made for existing conditions (construction of initial basin) prior to construction of this site. Overall, we felt as though this project ran smoothly without a great deal of problems and appreciate your help and coordination throughout. Should you require anything else, please let me know. 265 SOUTH GLENBURNIE ROAD, NEW BERN, NORTH CAROLINA 28560 Phone: (252) 51411759 Fax: (252) 5144761 Bid Unit Bid Actual Actual Item Description Quantity Unit Price Amount Quantity Amont 1 Mobilization 1 LS 13,440.00 13,440.00 1 13,440.00 2 Clearing and Grubbing 1 LS 12,000.00 12,000.00 1 12,000.00 3 Grading 1 LS 78,830.00 78,830.00 1 78,830.00 4 Fine Grading 1 LS 10,000.00 10,000.00 1 10,000.00 5 Plain Rip Rap, Class B 232 TN 35.00 8,120.00 269.94 9,447.90 6 Filter Fabric 214 SY 3.00 642.00 215 645.00 7 Removal of Rip Rap 1 LS 1,000.00 1,000.00 1 1,000.00 8 Wetland Mitigation Signs 6 EA 400.00 2,400.00 0 - 9 Woven Wire Fence 920 LF 3.35 3,082.00 863 2,891.05 10 Metal Fence Gate 1 EA 319.00 319.00 1 319.00 11 4" Timber Fence Posts (8' long) 72 EA 18.80 1,353.60 60 1,128.00 12 5" Timber Fence Posts (8' long) 16 EA 52.50 840.00 14 735.00 13 Incidental Stone Base 200 TN 16.00 3,200.00 102.71 1,643.36 14 Temporary Silt Fence 300 LF 2.75 825.00 1278 3,514.50 15 Sediment Control Stone 10 TN 30.00 300.00 15.58 467.40 16 Seeding and Mulching 2 AC 1,350.00 2,700.00 1.27 1,714.50 17 Seed For Temporary Seeding 200 LB 4.55 910.00 20 91.00 18 Fertilizer for Temporary Seeding 0.5 TN 400.00 200.00 0.08 32.00 19 Floating Turbidity Curtain 15 SY 167.00 2,505.00 155.56 25,978.52 20 1/4" Hardware Cloth 20 LF 7.00 140.00 0 - 21 Construction Surveying 1 LS 4,000.00 4,000.00 1 4,000.00 22 Temporary Mulching 1 AC 800.00 800.00 0.39 312.00 Totals 147,606.60 168,189.23 J i V r W ? tio`'p?o O F- a- w : 6- CD < r- LLJ rr' ? 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