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HomeMy WebLinkAbout20061483 Ver 1_Closeout Report_20140327UT to Pembroke Stream and Wetland Restoration Site EEP Project #283 Contract # 004475 USACE Action ID #SAW- 2006 - 41095 -121 DWR 401 Permit Deemed Issued Closeout Report Submitted: February 2014 Table la. Project Setting and Classifications UT to Pembroke Stream and Wetland Restoration Site County Chowan General Location Edenton Basin Pasquotank River Basin Ph sio ra hic Region Outer Coastal Plain USGS Hydro Unit 03010205120010 NCDWQ Sub -basin 03 -01 -04 Trout Water No Nov 08 Year 1 Monitoring Project Performers Source Agency NCEEP Designer Eco Engineering, A Division of the John R. McAdams Company Inc. Construction Backwater Environmental Planting Carolina Silvics, Inc. Property Interest Holder NCEEP Site Maintenance Designer KCI Associates of NC Construction Land Mechanics Designs Monitoring Firm KCI Associates of NC Planting Bruton Natural Systems Performers —Monitoring Mitigation Plan and MY -01 Eco Engineering, A Division of the John R. McAdams Company Inc. MY -02, 03, 04, 05, 06 KCI Associates of NC Table lb. Project Activity and Reporting History UT to Pembroke Stream and Wetland Milestone Month/Year Restoration Plan Sep 06 Final Design - 90% Mar 07 Construction Nov 07 Bare -Root Planting Dec 07 Baseline Monitoring (Mitigation Plan) Feb 08 As -Built Survey Nov 08 Year 1 Monitoring Mar 09 Year 2 Monitoring Dec 09 Year 3 Monitoring Dec 10 Year 4 Monitoring Dec 11 Site Maintenance and Supplemental Planting Dec 11 Year 5 Monitoring Dec 12 Year 6 Monitoring Dec 13 1.0 PROJECT SETTING AND BACKGROUND SUMMARY The North Carolina Ecosystem Enhancement Program (EEP) restored, enhanced, and preserved wetlands and restored a headwater wetland valley, which is analogous to a stream in this setting, at the UT Pembroke Site in Chowan County, North Carolina. Prior to restoration, the site was planted in row crops and UT to Pembroke Creek had been channelized to maximize the use of farmland on the property. The restoration project, completed in the fall of 2007, restored and enhanced the wetland by filling the ditches and focusing the hydrology into headwater wetland valleys. The project also preserved a large forested wetland and decommissioned an animal waste lagoon adjacent to the project. The restoration installed road crossings on each road so that water can flow over the roads to provide hydrologic connection throughout the site. Even with the installation of the crossings, these two roads were still impeding the flow of water through the wetland. There is also a structure at the bottom of the site that transitions the flow to a single thread channel. The elevation of this structure was impeding the natural flow of water through the site. These issues mentioned above caused long durations of standing water that negatively affected the planted stem survivability. A maintenance plan was implemented in the fall of 2011 to enhance the movement of water through the headwater stream. This maintenance included adding a new road crossing and the removal of the top level of the drop down structure. Supplemental planting also occurred in December 2011. The assets and their acreage totals were revised by the EEP during the summer of 2009 and spring of 2012, with the revised totals reflected in Table 1 of this report. These changes to the assets were based on the monitoring data, the maintenance activities, and detailed wetland/soils delineation. For further details, please see the UT Pembroke Creek Wetland and Stream Restoration Site Repair Baseline Report (KCI, 2012). 2.0 PROJECT GOALS AND OBJECTIVES The goals and objectives of the restoration project are as follows: Goal: Modify the channelized water features, based on reference conditions, with the intent to restore the site's primary wetland functions such as nutrient cycling, flood storage, and wildlife habitat. Objectives: • Improve water quality in the basin by filtering nutrients through on -site wetlands. • Buffer flood flows downstream by increasing infiltration and storage areas. • Design a waterway through the wetland complex with appropriate cross - section, slope, and pattern as to provide nutrient filtering, flood storage, and wildlife habitat while meeting the appropriate success criteria for the wetland. • Improve terrestrial and aquatic habitat diversity. • Establish a contiguous buffer along the project that can serve as a migration corridor for local fauna. UT to Pembroke Stream and Wetland KCI Associates of North Carolina Restoration Site 2013- Closeout 3.0 SUCCESS CRITERIA Table 2. Success Criteria UT to Pembroke Stream and Wetland Restoration Site Feature Success Criteria Wetland Continual wetland hydrology for 5% of the growing season (13 of 263 days) within Project Streams j a normal reci itation year. Headwater Overland flow component will be deemed successful if conditions become stable Stream over time. Evaluation annually and documented through measurement of the 317 established cross - sections. Vegetation Average of 260 stems /acre, as indicated by permanent vegetation plots after 5 years 4,051 of monitoring. Table 3a. Project Assets UT to Pembroke Stream and Wetland Restoration Site Project Component Type Project Acreage / Linear Feet Mitigation Ratio Mitigation Units (SMU/WMU) Project Streams j Headwater Stream Restoration 3,734 1:1 3,734 Single Thread Stream Restoration 317 1:1 317 TOTAL RESTORATION 4,051 4 051 Project Wetlands Riparian Wetlands Restoration 12.10 1:1 12.10 Riparian Wooded Wetlands Preservation 8.35 5:1 1.67 Non - Riparian Wetlands Restoration 2.96 1:1 2.96 Non - Riparian Wetlands Enhancement 1.29 2:1 0.65 Non-Riparian Wooded Preservation 16.97 5:1 3.39 TOTAL RESTORATION 15.06 1 1 15.06 TOTAL PRESERVATION 25.32 5.06 TOTAL ENHANCEMENT 1 1.29 0.65 Table 3b. Mitigation Unit Totals UT to Pembroke Stream and Wetland Restoration Site Stream Mitigation Riparian Wetland Non - Riparian (Ac) Units (SMU) U Units 4,051 13.77 7.0 UT to Pembroke Stream and Wetland KCI Associates of North Carolina Restoration Site 2013- Closeout Directions to the Project Site: From Raleigh, travel on US -64 E. Stay straight on US -17 N. Take exit 224 and take a left at the top of the ramp. Then take a left onto Emperor's Landing Rd. Then take a right onto Tip Toe Rd. Then take a right onto Macedonia Rd. The site will be on your right. r� E1elsstem En Ia o emend PROGRAM Chowan River L[' R� Figure 1. Site Vicinity Map UT Pembroke Creek, Chowan Co Project Easement Boundary 0.5 0.25 0 0.5 1 Miles ton Albemarle Sound EEP Project # 283 N WEE KCI S ASSOCIATES OF NC a I Mg Figure 2. Site Asset Map UT Pembroke Creek Chowan County, EEP Project # 283 Headwater Stream Valley (8.56 ac) Streams (� py�-�y� ® Riparian Wetland Restoration (12.10 ac) - Headwater Stream Restoration (3,734 If) OSStl.11l © Riparian Wooded Wetland Preservation (8.35 ac) Single- thread Stream Restoration (3171f) E Iq ement ® Non - Riparian Wetland Restoration (2.96 ac) Easement Exceptions PROGRAM ® Non - Riparian Wetland Enhancement (1.29 ac) N KC I © Non - Riparian Wooded Wetland Preservation (16.97 ac) 200 100 0 200 400 ASSOCIATES OF NC Non - wetland Feet s hp„ NW Drainage Area at Road 27.0 acres 1' 4A < NW Drainage Axrea at Road 36.3 acres r^ NE Drainage Area at Beginning of Project Strea 67.1 acres It NE Drainage Area at Road 98.4 —acres Figure 3. Project Watersheds ~" UT Pembroke Creek Chowan County, EEP Project # 283 Q Project Drainages �C' Project Streams ,Ill l�lllelll zso izs o zso soo PawM Easement Feet K I 0.5 -ft contours image Source: NC Statewide Orthoimagery, 2010. MSOC1AIIS OF NC ® Contour Data Source: NC Floodmaps Lidar Data for Chowan County. V 1 Pk, 50. F'—A NRCS Soil Types AaA - Altavista fine sandy loam, 0 to 2 percent slopes At - Augusta fine sandy loam Cf - Cape Fear loam CO - Chowan silt loam CtB - Conetoe loamy sand, 0 to 5 percent slopes DgA - Dogue fine sandy loam, 0 to 2 percent slopes DgB - Dogue fine sandy loam, 2 to 6 percent slopes Ds - Dragston loamy fine sand Pt - Portsmouth loam Ro - Roanoke silt loam Se - Seabrook fine sand StA - State loamy fine sand, 0 to 2 percent slopes StB - State loamy fine sand, 2 to 6 percent slopes To - Tomotley fine sandy loam UD - Udorthents, loamy W - Water Figure 4. NRCS Soils Map UT Pembroke Creek Chowan County, EEP Project # 283 Easement's h em 350 175 0 350 700 E YaOrVe I Q Chowan County NRCS Soils Fee` P Image Source: NC Statewide Orthoimagery, 2010. I NRCS SSURGO Soils, USDA Geospatial Data Gateway. ASSOCIATES OF NC �. !ice � • o /��� ' ;k fr YC Ll� 1 t ■ s s r Iwo 4C� s f _­N11111I1 _ _ rte' --!' - '• ± �•L' � 1 -'' -- Lo i � �`•• •mot•••'. `M'�4�{��'. ._ .' /.fie(• +.: +�`: ••••. " s .. . • r . • . • • ". `� : ': '• : •;i - - 1 1111 �� .+ _ � LEGEND Z 0 CONSERVATION EASEMENT J ILI HEADWATER STREAM W a ~ +� �f ++ • `_� RESTORATION 3 ( 734 L F) W m W .,U R ; +�i� *��� +�����; s�� +ii*►�� +��+ ~► SINGLE- THREAD STREAM U It . �.'� °1_�!�� +�M +�i��i►!�a��.��!j RESTORATION (317 LF) Y V 0 W Z EASEMENT EXCEPTIONS O m W a Z ®HEADWATER STREAM VALLEY W C3 a =O (8.56 A C) (L ZQ L w u Z t, RIPARIAN WETLAND ❑ ❑ Q RESTORATION (11.91 AC) Z 0 - _ RIPARIAN WOODED WETLAND 0 PRESERVA HON (8.35 AC) NON - RIPARIAN WETLAND C RESTORATION (2.96 AC) aye: JM 2014 + - roue GRAPHIC NON - RIPARIAN WETLAND ENHANCEMENT (1.29 AC) ^ - CURRENT NON - RIPARIAN WOODED WETLAND CONDITION PRESERVATION (16.97 AC) PLAN VIEW Aw � ti �~ -. ,•!� NON- WETLAND •-s _ = FIGURE 5 j AN c= p I - a f ` Wiz OX / ADDITIONAL LOW WATER - , FORD INSTALLED CONVEY FLOW THROUGH WETLAND ' {2017) M la - ELEVATION OF WATER CONTROL • STRUCTURE LOWERED TO PROMOTE r r NATURAL DRAWDOWN THROUGH WETLAND (2011) zi LL Lu 01)o Lu r ' j 120 -60 0 120 r (3) CULVERTS = / - • �Z�SIAALLED f / '� l GRAPHIC SCALE • i .1. J LEGEND Air -�- � CONSERVATION SUPPLEMENTAL 4L BORDER TREES . NV y J'. �el %.�- op ' ,IV 11 , � r i yf v� V y' F, t rf• I _. . � � _. m Z v z 0 z O z +n z - O n m Ijl M n z z 5 Z z C a ° r o z X Iz 2 m m- z UT PEMBROKE CREEK KC I .r r WETLAND AND STREAM RESTORATION EmaAMCIATEB OF NG C ENGINEERS- PLANNERS- SCIENTISTS M m EEP PROJECT #283 Ecosystem N zi Q CHOWAN COUNTY, NORTH CAROLINA NA 27009 � RALEIGH, NORTH I� 1'R4}i::NAM REVISIONS LIDAR- Figure 8 Streams 0 150 300 600 Feet Conservation Easement Cross - Section 1 UT to Pembroke Stream and Wetland 22 21 a 20 > 19 W 18 17 1 + I i 0 20 40 60 80 100 120 Station (ft) MY -00 MY -01, 10/11/08 MY-02,10/21/09 -MY-03,10/27/10 - MY -04, 10/19/11 Cross - Section 2 UT to Pembroke Stream and Wetland 21 19 c 0 W 17 15 1 0 100 200 300 400 500 600 700 Station (ft) MY -00 MY -01, 10/11/08 MY -02, 10/21/09 -MY-03,10/27/10 tMY-04, 10/19/11 UT to Pembroke Stream and Wetland Restoration Site Cross - Section 3 UT to Pembroke Stream and Wetland 20 IMI w 16 G 0 14 a� W 12 10 0 50 100 150 200 250 300 350 400 Station (ft) MY -00 MY -01, 10/11/08 MY -02, 10/21/09 MY -03, 10/27/10 tMY-04, 10/19/11 Cross - Section 4 UT to Pembroke Stream and Wetland 20 18 w 16 a 0 c� 14 W 12 10 ! i i ' 0 20 40 60 80 100 120 140 160 Station (ft) MY -00 MY -01, 10/11/08 MY -02, 10/21/09 —MY-03,10/27/10 — MY -04, 10/19/11 KCIAssociates of North Carolina 2013- Closeout Table 4. Wetland Hydrology Criteria Attainment Table UT to Pembroke Stream and Wetland Restoration Site Success Criteria Achieved / Max Consecutive Days During Growing Season Gauge (Percentage) Year 1 2008 Year 2 2009 Year 3 2010 Year 4 2011 Year 5 2012 Year 6 2013 No /0 No /4 No /4 No /4 No /0 No /3 Well 0% 2% 2% 2% 0% 1% No /0 No /4 No /5 Yes /13 No /3 No /4 Well 0% 2% 2% 5% 1% 2% No /0 No /4 No /6 No /10 Yes /141 Yes /263 Well 0% 2% 2% 4% 53% 100% No /11 Yes /49 Yes /54 Yes /23 No /10 No /11 Well 4% 19% 21% 9% 4% 4% No /12 Yes /46 Yes /50 Yes /17 No /10 Yes /25 Well 5% 18% 19% 6% 4% 10% Well? Yes /87 Yes /108 Yes /104 Yes /95 Yes /102 Yes /96 33% 41% 40% 36% 39% 36% No /11 Yes /45 Yes /42 Yes /47 Yes /13 Yes /38 Well 5% 17% 16% 1800 5% 14% Yes /51 Yes /49 Yes /57 Yes /94 Yes /34 Yes /65 Well 19% 19% 22% 36% 13% 25% Yes /207 Yes /110 Yes /103 Yes /101 Yes /114 Yes /184 Well 10 78% 42% 39% 38% 43% 70% Yes /107 Yes /263 Yes /138 Yes /147 Yes /194 Yes /204 Well I 1 41% 100% 53% 56% 74% 77% Well 12 Yes /77 Yes /53 Yes /55 Yes /59 Yes /25 Yes /20 Reference 29% 20% 21% 22% 10% 8% No /10 Yes /31 Yes /39 Yes /37 No /10 Yes /13 Well 13 4% 12% 15% 14% 4% 5% Yes /174 Yes /107 Yes /133 Yes /146 Yes /83 Yes /119 Well 15 66% 41% 51% 55% 31% 45% Well 16 Yes /112 Yes /87 Yes /120 Yes /101 Yes /114 Yes /182 Reference 43% 33% 46% 38% 43% 69% Yes /140 Yes /101 Yes /116 Yes /184 Well 17 N/A N/A 53% 38% 44% 70% Well 18 Yes /63 Yes /59 Yes /119 Yes /191 Located in the wetland N/A N/A (24 %) (22 %) (45 %) (72 %) depression area Well 19 Yes /61 Yes /99 Yes /58 Yes /67 Located in the wetland N/A N/A (23 %) (38 %) (22 %) (25 %) humtnock area Well 20 Yes /63 Yes /99 Yes /122 Yes /120 Located in the wetland N/A N/A (24 %) (38 %) (46 %) (45 %) depression area Well 21 Yes /25 Yes /99 Yes /20 Yes /13 Located in the wetland N/A N/A ( 10 /0 °) ( 38 /o o) (8 %) (5 %) hummock area UT to Pembroke Stream and Wetland Restoration Site 16 14 12 In 10 a s U C - 8 f0 C f0 °C 6 4 2 0 Rainfall Data 2008 -2013 UT Pembroke 30 -70 Percentile Graph Oo�o��` P eQ� o � 2008 2009 2010 �' 2011 � 2012 2013 30% Less Than 30% Greater Than Table 5. Wetland Vegetation History (stems /acre) UT to Pembroke Stream and Wetland Restoration Site Plot Number MY -00 Total MY -01 Total MY -02 MY -03 MY -04 MY -05 MY -06 Planted Total Planted Total Planted Total Planted Total Planted Total 1 566 364 202 3,360 202 1,659 162 1,821 121 1,416 162 4,775 2 445 121 40 648 0 121 0 890 0 1,700 243 3,116 3 687 607 486 2,591 405 2,307 405 2,388 405 2,226 405 3,318 4 566 242 486 1,700 405 647 405 405 405 445 405 1,578 5 607 526 486 648 445 526 445 526 364 647 364 1,335 6 485 80 0 243 0 0 0 0 0 121 0 162 7 526 404 445 445 405 445 405 486 405 526 405 769 8 566 404 405 567 405 445 405 445 405 647 405 769 9 728 0 0 0 0 81 0 0 0 0 81 1,335 10 485 323 364 1,781 324 1,862 324 2,104 324 2,104 324 3,116 11 607 202 162 2,794 162 2,023 162 2,104 162 3,804 162 5,423 12 566 0 0 0 0 0 0 0 121 121 40 40 13 607 40 40 486 0 0 0 0 162 2,104 162 2,873 14 566 80 81 688 81 728 87 931 81 1,376 81 2,954 15 485 364 445 2,996 405 4,047 364 14,168 324 14,4921 445 4,856 16 607 283 202 243 162 1,133 162 12,7521 162 12,2261 162 4,613 UT to Pembroke Stream and Wetland Restoration Site KCI Associates of North Carolina 2013- Closeout 4.0 EEP RECOMMENDATIONS AND CONCLUSIONS During the sixth year of monitoring, the restored headwater wetland valley is stable. In the parts of the site where there are large areas of standing water, the feature becomes less visually defined, but there is still active flow of water across the site. During the site's sixth growing season, 14 of the 17 wells in the restoration and enhancement areas met the success criterion of having saturated soil conditions occurring within 12 inches of the ground surface for a minimum continuous period of 5% (13 days) of the 263 day growing season (March 10 to November 28) during average climatic conditions. The daily rainfall data obtained from a local weather station shows that the area experienced average to above average rainfall during the 2013 growing season. The wells that did not meet the success criteria are 2, 3, and 4. These gauges are in parts of the site that have been removed from the creditable assets based on the gauge data over the monitoring period and detailed wetland/soils delineation during the maintenance activities. The sixth year of vegetation monitoring found a site average of 240 planted stems /acre, with nine of the sixteen vegetation monitoring plots having planted stem densities less than the six -year success criteria of 260 stems /acre. The site's average total stem density including volunteers is 2,565 stems /acre. Although the average planted stem density is less than the success criterion, there are vigorous populations of volunteers throughout the site, which suggests the long term viability of the vegetative community. Volunteer trees that are present throughout the site are; black willow (Salix nigra), sycamore (Platanus occidentalis), sweetgum (Liquidambar styraciflua), and loblolly pine (Pious taeda). The only exotic species identified at the site are parrotfeather (Myriophyllum aquaticum), which is present in areas of open standing water, honeysuckle (Lonicera japonica), which is scattered throughout the site, a few Chinaberry trees (Melia azedarach), and privet (Ligustrum sinense), which is predominantly found in the non - wetland areas. There are some areas of open water where cattail (Typha latifolia) populations have become established. Overall the project wetlands and stream indicate that it is on a path to success. This is a large and diverse wetland site with multiple project components that demonstrate the success of this site. These include the fact that there is a large preservation portion of the site that is contiguous with the restored part of the site, an animal waste lagoon was decommissioned as a part of this project, and an additional year of monitoring has been performed. The EEP recommends that this site be closed out with 4,051 SMUs, 13.77 Riparian WMUs and 7.0 Non - riparian WMUs 5.0 Contingencies None UT to Pembroke Stream and Wetland KCI Associates of North Carolina Restoration Site 2013- Closeout Pre- Construction Photos (2006) I 1998 pre - construction aerial of the project i .Pf rl�y !� 1 r- d, a 3W0 UT to Pembroke Stream and Wetland Restoration Site (USGS DOQQ, 1998). 71 KCZAssociates of North Carolina 2013- Closeout Post - Construction Photos MY -06 PP2 - MY06 - 9/17/13 PP5 - MY06- 9/17/13 PP9 - MY06 - 9/17/13 PP3 - MY06 - 9/17/13 PP6 - MY06 - 9/17/13 PP 10 - MY06 - 9/17/13 UT to Pembroke Stream and Wetland KCI Associates of North Carolina Restoration Site 2013- Closeout ". 3 .r s, PP5 - MY06- 9/17/13 PP9 - MY06 - 9/17/13 PP3 - MY06 - 9/17/13 PP6 - MY06 - 9/17/13 PP 10 - MY06 - 9/17/13 UT to Pembroke Stream and Wetland KCI Associates of North Carolina Restoration Site 2013- Closeout Appendix A Watershed Planning Summary The UT to Pembroke Project is not in a planning area. UT to Pembroke Stream and Wetland KCI Associates of North Carolina Restoration Site 2013- Closeout APPENDIX B- Land Ownership and Protection SITE PROTECTION INSTRUMENT The land required for the construction, management, and stewardship of this mitigation project includes a portion of the following parcels: The conservation easement is available at the county register of deeds office or at the link below: hqp: / /www.ncepp. net /GIS_ DATA/ Ut %20Pembroke(Perry%2OProperty) %20 %23283 %20( DOT) /Property_ Documents /283_Pemr Property(UTWPe mbroke).pdf Site Protection Deed Book & Acreage Grantor County Instrument Page Number protected Carlton N. Perry and wife, Alice Pasquotank Conservation 59.42 White Perry Easement 363/556 The conservation easement is available at the county register of deeds office or at the link below: hqp: / /www.ncepp. net /GIS_ DATA/ Ut %20Pembroke(Perry%2OProperty) %20 %23283 %20( DOT) /Property_ Documents /283_Pemr Property(UTWPe mbroke).pdf Action ID No. SAW - 2006 - 41095 -121 / Nationwide Permit No. 27 (Wetland Restoration) Mr. Lin Xu NC Ecosystem Enhancement Program 1652 Mail Service Center Raleigh, North Carolina 27699 -1652 Dear Mr. Xu: This correspondence confirms our receipt of your notification dated September 13, 2006, requesting Department of the Army (DA) authorization to implement the restoration plan entitled, Unnamed Tributary to Pembroke Creek Wetland and Stream Restoration. This work will be undertaken on a 59.4 -acre site located east of NC SR 1200 (Macedonia Road) just south of NCSR 1208 (Wildcat Road), northwest the city of Edenton, adjacent to the headwaters of an unnamed tributary to Pembroke Creek, in Chowan County, North Carolina. Accordingly, for the purposes of the Corps of Engineers' Regulatory Program, the Code of Federal Regulations (CFR) published in the Federal Register on March 9, 2000, lists nationwide permits. Authorization, pursuant to Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act, was provided for activities in waters of the United States associated with the restoration of former waters, the enhancement of degraded tidal and non -tidal wetlands and riparian areas, the creation of tidal and non -tidal wetlands and riparian areas and the restoration and enhancement of non -tidal streams and non -tidal open water areas on private lands. Your work is authorized by this nationwide permit provided it is accomplished in strict accordance with the attached General Conditions and the following Special Conditions: a. This authorization in no way obligates the U.S. Army Corps of Engineers to recognize this work as a stream or riparian wetland restoration project. b. This authorization in no way obligates the U.S. Army Corps of Engineers to accept this project for use as compensatory mitigation proposed by the North Carolina Ecosystem Enhancement Program (NCEEP), or any other person, program, or entity. This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. You should contact Ms. Cyndi Karoly, North Carolina Division of Water Quality, telephone (919) 733 -9721, regarding Section 401 Water Quality Certification. This nationwide permit does not relieve you of the responsibility to obtain other required State or local approval. Thank you for your time and cooperation. Questions or comments may be addressed to me at the Washington Regulatory Field Office, telephone (252) 975 -1616, extension 26. Sincerely, William J. Biddlecome Regulatory Project Manager Enclosure Copies Furnished (without enclosure): Mr. Ronald J. Mikulak, Chief Wetlands Regulatory Section Water Management Division United States Environmental Protection Agency 61 Forsyth Street, SW Atlanta, Georgia 30303 Mr. Pete Benjamin U.S. Fish and Wildlife Service Fish and Wildlife Enhancement Post Office Box 33726 Raleigh North Carolina 27636 -3726 Mr. Ron Sechler National Marine Fisheries Service Pivers Island -n_ Beaufort, North Carolina 28516 APPENDIX - D Debit Ledger Mitigation Project Name EEP IMS ID River Basin Cataloging Unit Perry Property (UT to Pembroke) 283 PASQUOTANK 03010205 AoDlled Credit Ratios: 1:1 1.5:1 2.5:1 5:1 1:1 3:1 2:1 5:1 1:1 3:1 2:1 5:1 1:1 3:1 2:1 5:1 Information from EEP Debit Ledger dated 3/12/2014 C O- m a E m N C E (D m E c M y t w = C y m E C s W O - E m m d a � O C O o. ° o m � r o K G1 C m E m a c m O C .- m m a a� C C m 0 m is O a) z C m r m o O z C m E m y a c Z W C m .- m m ° v C Vl O i z V! C O m' m ° yan N o d N m o :o N m ° U L W m E 2 y 0 W r c m N 0 _ 6- 2 m o U Beginning Balance (feet and acres) 4,051.001 12.10 8.35 2.96 1.29 16.97 Beginning Balance (mitigation credits) 4,051.001 12.10 1.67 2.96 0.65 3.39 NCDOT Pre -EEP Debits (feet and acres): Not Applicable EEP Debits (feet and acres): DWQ Permit No USACE Action IDs Impact Project Name 2005 -10608 SR 1347 - Division 1 18.00 2005 -11687 SR 1306 - Division 1 28.00 2006 -10394 NC 343 - Division 1 160.00 2006 - 41007 -121 SR 1110 - Division 1 50.00 2006 - 41824 -127 SR 1222 - Division 1 64.00 2007 - 00367 -128 SR 1207 - Division 1 30.00 2004 -11683 SR 1346 - Division 1 20.00 2008 -0797 2008 -01437 Ferry Quarters - Division 1 0.14 0.70 2008 -1602 1994 - 02124 -115 NCDOT TIP R -2414 - US 158 / NC 34 Widening 492.00 4.35 8.35 2012 -01820 NC 94 - Bridge 29 - Division 1 0.10 Statewide ILF Credit Purchase 297.00 Remaining Balance (feet and acres) 12,892.00 7.65 0.00 2.82 1.29 16.27 Remaining Balance (mitigation credits) 12,892.00 7.65 0.00 2.82 0.65 3.25 Information from EEP Debit Ledger dated 3/12/2014 Mitigation Project Name EEP IMS ID River Basin Cataloging Unit Perry Property (UT to Pembroke) (Intra- program credit purchase) 283 PASQUOTANK 03010205 Applied Credit Ratios: 1:1 1.5:1 2.5:1 5:1 1:1 3.1 2:1 5:1 1:1 3:1 2:1 5:1 1.1 3:1 2:1 5:1 Information from EEP Debit Ledger dated 3/12/2014 G O C ME = C y E O 2 R° = C O m m O jp y C `m E O C ._ m m C C m O @ .� C 16 C `m ° C W m aE C r M ._ `m N C O .2 N C N N Q ° d m C N m C m W `m `o a = `m O' m O' N C C C IC C N y o N «° A i y c R t° E L w N L ` N K d n o K L w Q' d N O d z O U z O L z W O d z y) IC 'D o a N fp U o N ry L o W N fp tiV o L = W a ly o a U U U a U N Beginning Balance (feet and acres) 297.00 Beginning Balance (mitigation credits) 297.00 NCDOT Pre -EEP Debits (feet and acres): Not Applicable EEP Debits (feet and acres): DWQ Permit No USACE Action IDs Impact Project Name NCDOT TIP R -2551 - 1997 -0856 1995 -02334 Manteo Bypass 297.00 Remaining Balance (feet and acres) 0.00 Remaining Balance (mitigation credits) 0.00 Information from EEP Debit Ledger dated 3/12/2014