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HomeMy WebLinkAboutR-2228WM-R-2551WMao?5TN7Eo Y ? ? ? ? L! 2 SEP 1 4 p99 STATE OF NORTH CAROLINA -" DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 DAVID MCCOY GOVERNOR SECRETARY September 7, 1999 MEMORANDUM TO: Mike Bell, NCDOT Project Coordinator USACE FROM: V.C. Bruton, Ph.D., Assistant Branch Manager Project Development & Environmental Analysis Branch SUBJECT: As-Built Report for Currituck County, Tucker Mitigation Site, State Project 6.049009T, TIP Project R-2228 WM Please find enclosed an addendum to the as-built report for Tucker Mitigation Site. The following earthwork quantities were omitted from the "Estimate of Quantities" sheet. Please include it with the original report. I apologize for any inconvenience this may cause. If you have any questions or need additional information, please contact Lynn Smith at (919) 733-0374. Sincerely, V. Charles Bruton, Ph.D. Assistant Branch Manager Enclosures 3 (i ?t cc: Mr. David Franklin, USACE Mr. John Dorney, Division of Water Quality/Wetlands ESTIMATE OF QUANTITIES DESC• SECT, QUANTITY UNIT ITEM DESCRIPTION 14 230 35217.80 CY 15 SP 24.00 ACR 16 SP 4.06 ACR Borrow Material (Organic Soil Material) Forest Tree Planting S.A. #1 Marsh Grass Transplanting S.A. #1 10 -5F STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 GOVERNOR August 20, 1999 /, Mr. Mike Bell U. S. Army Corps of Engineers Washington Regulatory Field Office P. O. Box 1000 Washington, North Carolina 27889-1000 Dear Mr. Bell: DAVID MCCOY SECRETARY Subject: As-Built Report for Currituck County, Balance Farm Mitigation Site, State Project 6.049008T, TIP Project R-2228 WM Please find enclosed the As-Built Report for the subject site. The Resident Engineer responsible for this project, Mr. Tommy Brite has certified that the site was constructed according to construction plan sheets, with any exceptions noted in this As-Built Report. For completeness purposes, the following information has been included as part of the As-Built Report: (1) Letter of Construction Compliance, (2) As-Built Plan Sheet(s), (3) Planting Plan Sheets, and (4) Well Location Map. If you should have any questions or require additional information, please do not hesitate to contact Ed Lewis, at 919-733-1204. Thank you once again for your continued support and cooperation. Sincerely, Enclosures -y' cu 4ti_ V. Charles Bruton, Ph.D. Assistant Branch Manager cc: Mr. David Franklin, USACE Mr. John Hennessy, Division of Water Quality/Wetlands Mr. Dave Schiller, NCDOT Ms. Lynn Smith, NCDOT a JAMES B. HUNT JR. GOVERNOR June 21, 1999 Project: Contract: County: Description: STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P.O. BOX 25201, RALEIGH, N.C. 27611-5201 DAVID MCCOY ACTING SECRETARY 6.049008T (R-2228WM) C104962 Currituck Ballance Farm Mitigation Site approximately 1.5 miles north of NC 168 on SR 1232 north of Sligo Memorandum To: V. C. Bruton, Ph.D., Asst. Manager Project Development and Environmental Analysis Branch From: /. T. E. Brite, Resident Engineer By: R. K. Sawyer, P.E., Assistant Resident Engineer Subject: Compliance Certification Construction of the subject mitigation site was monitored and inspected by my office in conformity with construction plans prepared by NCDOT. I hereby certify that the subject project has been constructed according to plan sheets, except in the case of certain field revisions that are noted on the plan sheets and any narrative attachments to this letter. Every effort was made to construct this site in accordance with the best information and guidance that was available at the time. Please advise if you need any additional information regarding this matter. 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EXCAVATION UNDERCUT EMBT+% BORROW WASTE -ROAD I - 19+00 TO 60+74.03 0 2250 2250 0 -ROAD 2- 10+50 TO 58+99.78 144 4,900 4,756 0 ROADSIBERMS SUBTOTAL 144 7J50 7.006 0 -CHNL 1- 6+85 TO 44+93 59225 355 0 58.870 -CHNL 2- 12+00 TO 25+49 20.265 200 0 20.065 -CHNL 3 - 12+00 TO 19+85 5,822 136 0 5,686 -CHNL 4- 1/+50 TO 14+49 831 0 0 831 -CHNL 5 - I1+00 TO 14+10 2J21 0 0 2J21 -CHNL 6- 11+50 TO 13+37 994 0 0 994 -CHNL 7- -- - ?„ T„ 0 17,999 ?? vv IC T JV r y p -CHNL 8- 12+00 TO 15+90 2,091 0 0 2.091 CHANNELS SUBTOTAL 109,608 951 0 108.657 ESTIMATE FOR FILLING FIELD Dl. CHES 11,845 11,845 0 PROJECT TOTAL 109,752 19.946 18.851 108,657 USE WASTE IN LIEU Clr BOP,RG.'l -18,851 -18,851 GRAND TOTAL 109.752 19.946 0 89,806 SAY 110.000 a n a c 1 I I I 1 1 I 1 i I I i 1 1 1 1 1 1 I I t i i 1 i I 1 1 1 1 { t 1 1 1 I i i I I 1 1 1 1 t 1 t 1 I t 1 1 I I 1 1 I 1 1 1 1 1 I I I t I I 1 1 1 t I I I 1 i i i I t 1 1 I 1 1 1 I 1 1 1 I I 1 I 1 I I i I 1 I I I 1 I 1 e ??yy 0o56 m dy/9? 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A'r Yry 8f 9 \t STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 August 20, 1999 Mr. Mike Bell U. S. Army Corps of Engineers Washington Regulatory Field Office P. O. Box 1000 Washington, North Carolina 27889-1000 Dear Mr. Bell: DAVID MCCOY SECRETARY Subject: As-Built Report for Currituck County, Tucker Mitigation Site, State Project 6.049009T, TIP Project R-2228 WM Please find enclosed the As-Built Report for the subject site. The Resident Engineer responsible for this project, Mr. Tommy Brite has certified that the site was constructed according to construction plan sheets, with any exceptions noted in this As-Built Report. For completeness purposes, the following information has been included as part of the As-Built Report: (1) Letter of Construction Compliance, (2) As-Built Plan Sheet(s), (3) Planting Plan Sheets, and (4) Well Location Map. If you should have any questions or require additional information, please do not hesitate to contact Ed Lewis, at 919-733-1204. Thank you once again for your continued support and cooperation. Sincerely, /)/. jet'.'L V. Charles Bruton, Ph.D. Assistant Branch Manager Enclosures cc: Mr. David Franklin, USACE Mr. John Hennessy, Division of Water Quality/Wetlands Mr. Dave Schiller, NCDOT Ms. Lynn Smith, NCDOT STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 August 20, 1999 Mr. Mike Bell U. S. Army Corps of Engineers Washington Regulatory Field Office P. O. Box 1000 Washington, North Carolina 27889-1000 Dear Mr. Bell: DAVID MCCOY SECRETARY Subject: As-Built Report for Currituck County, Tucker Mitigation Site, State Project 6.049009T, TIP Project R-2228 WM Please find enclosed the As-Built Report for the subject site. The Resident Engineer responsible for this project, Mr. Tommy Brite has certified that the site was constructed according to construction plan sheets, with any exceptions noted in this As-Built Report. For completeness purposes, the following information has been included as part of the As-Built Report: (1) Letter of Construction Compliance, (2) As-Built Plan Sheet(s), (3) Planting Plan Sheets, and (4) Well Location Map. If you should have any questions or require additional information, please do not hesitate to contact Ed Lewis, at 919-733-1204. Thank you once again for your continued support and cooperation. Sincerely, /)/. a-k "CL V. Charles Bruton, Ph.D. Assistant Branch Manager Enclosures cc: Mr. David Franklin, USACE Mr. John Hennessy, Division of Water Quality/Wetlands Mr. Dave Schiller, NCDOT Ms. Lynn Smith, NCDOT t ,, ESTIMATE OF QUANTITIES DESC• SECT. QUANTITY UNIT ITEM DESCRIPTION 1 200 2.00 ACR Clearing & Grubbing 2.35 ACR Clearing & Grubbing S.A. #1 2 225 21800.00 CY Unclassified Excavation 20950.00 CY Unclassified Excavation S.A. #1 3 SP 1.00 LS Grading 4 SP 0.00 CY Impervious Select Material 5 240 584.00 CY Drainage Ditch Excavation 6 245 0.00 CY Silt Cleanout 7 520 517.84 TON Aggregate Base Course 8 866 1.00 BA Single Gate 9 880 0.00 ACR Seeding & Mulching 10 880 21.20 ACR Mowing 11 893 660.00 LF Temporary Silt Fence 12 1633 14.85 TON Sediment Control Stone 13 1610 33.38 TON Stone For Erosion Control Cl. B 109 20950.00 CY Idle Equipment & Labor ,, . [PROJECT: 6.049009T n O 0 0 0 a W p p 1 m y i V = ? N Cn O m _ ? 0 0 0 b o? 4 N y n ? 0 a N ` L ILI M 6 y h ? ? $ s R x £ m m N m ht ?.n C. r ; r , e x N r a r. ti "C vr, C y .v Fr. e I 9 m hl9C` ? I D C ? y y O J'JOA9 00? i j Z?Zt II I 1 I? nn???nnc? ?1 I I I I ?? II I I I? I' 'n ?' 1 I I I I I' 'a 1100 Ii 1 I II I? I I I II I I I I I I II II I O y? 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I I , t \\ 1 m I f I s I a QI 2- A ANNUAL REPORT FOR 2001 Ballance Farm Mitigation Site Currituck County Project No. 6.049008T TIP No. R-2228WM Prepared By: Natural Systems Unit & Roadside Environmental Unit North Carolina Department of Transportation December 2001 TABLE OF CONTENTS SUMMARY 1 1.0 Introduction ................................................ 3 1.1 Project Description ..................................... 3 1.2 Purpose .............................................3 1.3 Project History .........................................4 1.4 Debit Ledger ...................................................... ...... .....5 2.0 Hydrology ..................................................6 2.1 Success Criteria ....................................... 6 2.2 Hydrologic Description .................................. 6 2.3 Results of Hydrologic Monitoring .......................... 11 2.3.1 Site Data ....................................... 11 2.3.2 Climatic Data ....................................14 2.4 Conclusions........... .............................16 3.0 Vegetation .................................................17 3.1A Success Criteria (Bottomland Hardwood Area) ............... 17 3.1 B Success Criteria (Marsh Grass Area) .......................17 3.2A Description of Planted Areas (Bottomland Hardwood Area)..... 17 3.213 Description of Planted Areas (Marsh Grass Area) .............18 3.3A Results of Vegetative Monitoring (Bottomland Hardwood Area). .19 3.313 Results of Vegetative Monitoring (Marsh Grass Area) .......... 21 3.4 Conclusions .......................................... 29 A. Bottomland Hardwood Area ........................... 29 B. Marsh Grass Area .................................. 29 4.0 Overall Conclusions and Recommendations ......................32 TABLES Table 1A- Hydrologic Monitoring Results. (Groundwater Gauges) .......... 11 Table 1 B - Hydrologic Monitoring Results (Surface Gauges) .............. 13 FIGURES Figure 1 - Site Location Map ........................................ 8 Figure 2 - Monitoring Gauge Location Map ............................. 9 Figure 3 - 2001 Hydrologic Monitoring Results .......................... 10 Figure 4 - 30 - 70 Percentile Graph ...... ...........................15 Figure 5 - Planting Plan ........................................... 31 Figure 6 - Photo and Plot Locations ..................................32 Figure 7 - Marsh Grass Plot Locations ................................33 APPENDICES Appendix A - Depth to Groundwater and Surface Gauge Plots Appendix B - Site Photos SUMMARY The following report summarizes the monitoring activities that have occurred in the past year at the Ballance Farm Mitigation Site. This is the third year the site has been monitored for vegetation and hydrologic success. The site must demonstrate both hydrologic and vegetation success for a minimum of five years. The Ballance Farm site contains 28 groundwater monitoring gauges and 12 surface gauges. The original 17 gauges were placed soon after the site was constructed. The site was extremely wet and gauges were installed in the drier, and therefore higher, locations across the site. NCDOT installed an additional 11 groundwater gauges across the site at more elevation-representative locations. The site also contains 21 plots monitoring trees and 500 plots monitoring the marsh area. Success criteria are based on federal guidelines for wetland mitigation (as well as a comparison to the hydrology of an undisturbed coastal marsh reference ecosystem located along Tull Creek and an undisturbed forested wetland reference ecosystem referred to as the Richard's property). These guidelines stipulate criteria for both hydrologic conditions and vegetation survival. Gauges were not installed on the Richard's property for the first two years of monitoring. Groundwater monitoring gauges were installed at the Richard's property in early 2001, and the gauges indicated that the reference forested wetland had groundwater within 12 inches of the surface for greater than 220 days. Since the reference forested wetland showed greater than 92% hydrology during a year with below average. rainfall, it is doubtful that the reference site's hydrology will drop below that figure or has historically dropped below that figure. Therefore, the Department proposes that the 2001 monitoring year be the third year of hydrologic monitoring for the restored forested wetland since the reference forested wetland site is extremely wet regardless of climatic rainfall events. This would keep the forested wetland hydrological monitoring on the same timeline as the coastal marsh hydrological monitoring. Surface gauges BFSG-2 and BFSG- 9 are located in the reference coastal marsh onsite at Ballance Farm located along Tull Creek, and they showed inundation for 57.7% and 60.7% of the growing season. According to the plan, the success of the coastal marsh depends on groundwater levels occurring at depths concluded in the water budget analysis and similar to those in the reference marsh. Hydrologic monitoring indicated that of the 28 groundwater gauges on site, 18 showed saturation for over 12.5% of the growing season, 3 gauges showed saturation between 8 - 12.5% of the growing season, 2 gauges showed between 5 - 8%, and 5 gauges BF-10 and BF-16 did not show saturation to within 12 inches of the surface for the entire growing season. Of the ten gauges that recorded less than the 12.5% threshold, seven of them were from the original group of seventeen installed at a higher local elevation than the surrounding topography, two experienced serious battery problems during the first half of the growing season, and the remaining gauge recorded 11.7% and 11.3% hydrology during the year. Ten of the 12 surface gauges recorded inundation for greater than 12.5% of the growing season, and the remaining two gauges showed inundation for 7.1 % and 7.5% of the growing season. In the 2001-monitoring year, the site experienced three months of average rainfall (March, June, and August), and the remaining months experienced rainfall well below average. This is the third year of vegetative monitoring for the forested restoration areas. Of the 430 acres of this site, approximately 223 involved tree planting. There were 21 (50' x 50') plots established throughout the planting areas, encompassing all plant communities. The vegetation monitoring of the planted area revealed the average density to be 443 trees per acre, which is well above the 320 trees per acre required by the minimum success criteria for three years. This year was the second vegetative monitoring year for the marsh area since the area was re-planted in June 2000. Success will be determined in accordance with NMFS Guidelines. Of the 430 acres of this site, approximately 48 acres involved marsh grass planting. There were 500 random (1 m x 1 m) plots established throughout the planting areas, encompassing all plant communities. These plots were located with GPS. At year 5, the average of all plots should have a scale value of 5 (75% vegetative cover) consisting of herbaceous species, not including invasive species. A minimum of 70% of the plots should contain the target (planted) species. This year the vegetative cover scale value is 3.71, and the vegetative frequency of target species is well above the success criteria of 70%. The coverage has increased since planting. The percent frequency of target species (planted species) is 86.5% as monitored. Based on the hydrologic and vegetation monitoring, the Ballance Farm Mitigation Site met success criteria across the majority of the site during the 2001-growing season. NCDOT recommends that monitoring continue. 2 1.0 INTRODUCTION 1.1 Project Description The Ballance Farm Mitigation Site is located in Currituck County (Figure 1). The property was originally a 469-acre site out of which NCDOT purchased 430 acres. The mitigation site consisted of 297 acres of agricultural fields, 50 acres of tidal freshwater marsh, 51 acres of forested wetland, 5.3 acres of forested uplands, and 26 acres of roads, ditches and so on. It was designed to mitigate for the widening of NC 168 (TIP Project R-2228); the project includes the creation of coastal marsh wetland and the preservation of forested wetlands and forested upland areas. According to the Ballance Farm Mitigation Plan, implementation of the site was to provide 61 acres of marsh creation, 236 acres of forested wetland restoration, 51 acres of forested wetland preservation, 50 acres of coastal marsh preservation, and 5.3 acres of upland habitat preservation. However, based on recent GPS data and ground observation, approximately 13 acres of the zone C1 marsh creation area appears to have been graded incorrectly. NCDOT obtained controlled aerial photography of the mitigation site to determine the as-built condition of the site. This map will be presented at the monitoring review meeting in 2002. The Final Mitigation Plan for this site was issued on April 1, 1996. Initial construction was completed in late 1998. The site was planted and monitoring gauges installed in early 1999. This monitoring report presents the third year results of hydrologic monitoring and vegetation monitoring. 1.2 Purpose In order to demonstrate successful mitigation, hydrologic and vegetative monitoring must be conducted for a minimum of five consecutive years. Success criteria are based on federal guidelines for wetland mitigation (as well as a comparison to the hydrology of an undisturbed coastal marsh reference ecosystem and an undisturbed-forested wetland reference ecosystem). These guidelines stipulate criteria for both hydrologic conditions and vegetation survival. The following report details the results of hydrologic and vegetative monitoring during the year 2001 at the. Ballance Farm Mitigation Site as well as local climate conditions throughout the growing season. 103 Project History Fall 1998 Spring 1999 March - November 1999 November 1999 March - November 2000 March 2000 June 2000 October 2000 October-November 2000 March - November 2001 July 2001 July 2001 Site Constructed Site Planted Hydrology Monitoring (1 yr.) Vegetation monitoring (1 yr.) Hydrology Monitored (2 yr.) Hardwood Herbicide Treatment Marsh Re-planted Hardwood Vegetation Monitoring (2 yr.) Marsh Vegetation Monitoring (1 yr.) Hydrology Monitored (3 yr.) Hardwood Vegetation Monitoring (3 yr.) Marsh Vegetation Monitoring (2 yr.) 4 L J 0 V r M v 'r M r Ci m j r D j N M 0 O r 0 O E co to CO O O N r Q Q U') CO ti N N r N ZT C cc N co O O m M O O O oOo W O co N U N a rn t6 E N co O O O co M M M w n M O CA U-) V CO N M N U Q r U) M M M M N N Cl) N U Q = o 0 0 0 o m .- cu J Y O U N (D O V) y N N U 2 m O J U LL > J LL m m CL W" 2.0 HYDROLOGY 2.1 Success Criteria In accordance with federal guidelines for wetland mitigation, the success criteria for hydrology states that the area must be inundated or saturated (within 12" of the surface) by surface or groundwater for at least a consecutive day percentage of 12.5% of the growing season. Areas inundated or saturated for less than 5% of the growing season are always classified as non-wetlands. Areas inundated or saturated between 5% - 12.5% of the growing season can be classified as wetlands depending upon factors such as the presence of wetland vegetation and hydric soils. The growing season in Currituck County begins March 20 and ends November 13. These dates correspond to a 50% probability that temperatures will drop to 28°F or lower after March 20 and before November 13.' The growing season is 239 days; therefore, optimum hydrology requires 12.5% of this season, or at least 30 consecutive days. Local climate must also represent average conditions for the area. Based on the Ballance Farm Mitigation Plan, hydrologic success of the created coastal marsh is dependent on the groundwater levels occurring at depths concluded in the water budget analysis and similar to those in the adjoining reference coastal marsh.. Success will also be determined by comparison of hydrology with the reference coastal marsh. Based on coordination with the Corps of Engineers after completion of the Ballance Farm Mitigation Plan, the created forested wetland will be considered successful if hydrology on-site is consistent with reference ecosystem referred to as the Richards' property. The plan also states that hydrologic success of the created-forested wetland is dependent on the groundwater levels occurring at depths concluded in the water budget analysis and similar to those in the reference forested wetland. 2.2 Hydrologic Description In early 1999, seventeen monitoring gauges, one rain gauge, and fourteen surface water gauges were installed. In early 2000, eleven additional groundwater-monitoring gauges were installed, and seven surface water gauges were either removed or relocated to more adequately monitor the marsh area. The number of surface water gauges on-site is twelve (Figure 2). The automatic monitoring gauges record daily readings of groundwater depth and the surface gauges record daily readings of surface water depth. ' Natural Resources Conservation Service, Soil Survey of Currituck County, North Carolina, p.71. 6 The Ballance Farm site involved the construction and planting of a tidal marsh system by grading the site to match the topography of the existing system located along Tull Creek and by constructing large channels connecting Roland Creek, Tull Creek, and a tributary to Tull Creek. This connectivity will allow for tidal flushing of the constructed coastal marsh. This work created a 400-foot wide band of coastal marsh area that resulted in approximately 61 acres of coastal marsh created. In the existing agricultural fields, the field crowns were graded down, the field ditches were filled and plugged, and this area planted resulting in the restoration of approximately 236 acres of forested wetlands. This should provide adequate hydrologic input from the adjacent creeks and rainfall to sustain the necessary hydrology for this site. The hydrologic monitoring should show the reaction of the groundwater level to specific tidal and rainfall events. 7 -a?by Wand G ibhs F'tird ?Trazf?4TN9h?e Print Ntt ?riu^ Railaaxx F.irin MitiEatiDji 5ilc ti r 12 ;2t'<.ytN ?3?ct il?€(t:uirl: .... -? FIGURE 1: VICINITY MAP s CIO a 0 J w E U- w cc m V- C%j r W- $;1 u. cc ¦ U- ¦ U- ¦ U- ¦ U. go r,. as ¦, ¦c u. ?1 w ¦ U W W LL. W M U j "- F do m ¦ u_ w- W I.L I ? U. 22 V 47 C; A C ¦ tea ¦ ¦ ¦ LL O LL ? ;Q to LL. cc J LL. =0 CO 0. u' cc '? LL ?¦ as W LL z U- ¦ ¦ as co _ LL. ¦ e ~ z a J ? to u. U' ¦ C30 0 tl 0 m r+•? w LO U. co U. ¦ ¦ Yf bn T- T7 7' CD m LO w U. LL 2.3 Results of Hydrologic Monitoring 2.3. 1 Site Data The maximum number of consecutive days that the groundwater was within twelve inches of the surface was determined for each gauge. This number was converted into a percentage of the 239-day growing season. The results are presented in Tables 1A and 1 B. Appendix A contains a plot of the groundwater depth for each monitoring gauge and the surface water depth recorded by the surface gauge. The maximum number of consecutive days is noted on each graph. The Infinities rain gauge that is currently located on the site was utilized for the 2001 monitoring season, thus eliminating the need to use official rainfall information on the monitoring gauge graphs. Historical rainfall data was obtained from the North Carolina State Climatic Office. Figure 3 is a graphical representation of the hydrologic monitoring results. Table 1 A HYDROLOGIC MON ITORING RESULTS (GROUN DWATER GAUGES) Monitoring Gauge < 5% 5%-8% 8% -12.5% > 12.5% Actual % Success Dates BF-1 ? 18.8 Mar. 20 - May 3 BF-2 ? 11.7 Mar. 20-Apr. 16 BF-3 ? 8.8 Mar. 20-Apr. 9 BF-4 ? 24.3 17.6 25.1 Mar. 20 - May 16 June 7-Jul. 18 Au 19-Oct. 17 BF-5 13.4 Mar. 20-Apr. 20 BF-6 ? 18 15.9 Mar. 20-May 1 May 27-Jul. 3 BF-7 2.1 Aug. 18-Aug. 27 BF-8 ? 14.6 Mar. 20 - May 11 BF-9 ? 14.6 13.0 Apr. 15 - May 7 May 29-Jun. 28 BF-10 ? 0 None BF-11 ? 5.9 Apr. 15 - May 7 BF-12 ? 4.6 Mar 31-A r. 10 BF-13 ? 19.2 17.2 Mar. 20-May 4 May 27-Jul. 6 BF-14 ? 14.6 15.1 Mar 20-Apr. 23 May 27-Jul. 1 BF-15 ? 19.2 18.0 12.1 Mar. 20 -May 4 May 27-Jul. 8 Aug. 14-Sep. 11 BF-16 ? 0 None BF-17 17.6 Mar. 20-Apr. 30 BF-18 ? 5.9 Aug. 19-Sep. 1 BF-19 ? 2.5 Aug. 18-Aug. 23 BF-20 ? 18.8 13.0 Mar. 20-May 3 Jun. 2-Jul. 2 BF-21 ? 14.6 15.5 Mar. 20-Apr. 23 May 27-Jul. 2 BF-22 19.2 16.7 Mar. 20-May 4 May 27-Jul. 5 11 BF-23 ? 23 Mar. 20-May 27 13 Jun. 4-Jul. 4 BF-24 ? 19.7 Mar. 20-May 5 16.7 May 27-Jul. 5 BF-25 ? 11.7 Mar. 20-Apr. 16 11.3 Jun. 2-Jun. 28 BF-26 ? 75.7 Mar. 20-Sep. 16 23.0 Sep. 20-Nov. 13 BF-27 ? 17.2 Mar. 20-Apr. 29 17.2 May 27-Jul. 6 BF-28 18.4 Mar. 20-May 2 13.4 Jun. 6-Jul. 7 The gauges above are located in the created forested wetland areas of the Ballance Farm site with the exception of gauges BF-8 and BF-26 which are located in the preserved forested wetland areas. The elevations taken in the vicinity of each gauge in the created-forested wetland ranged from 3.3 feet to 6.2 feet with the majority of the elevations in the 4.5-foot range. Of the 28 gauges installed, 18 gauges showed saturation for at least 12.5% of the growing season, 3 gauges showed saturation for at least 8% of the growing season, 2 gauges (BF-10 and BF-16) showed no saturation within 12 inches of the surface, and gauge BF-7 malfunctioned four times causing data loss. Gauge BF-7 was replaced in July 2001. Gauge BF-10 is situated at a 5.5-foot elevation and the groundwater was recorded consistently greater than 20 inches below the surface. This is consistent with its 2000 performance. Reviewing the closest adjacent gauges, BF-9 and BF-28, BF-9 is at elevation 5.1 feet and recorded groundwater within 12 inches of the surface for 14.6% of the growing season. BF-28 is at elevation 4.4 feet and recorded groundwater within 12 inches of the surface for 18.4% of the growing season. There is a difference in elevation of 13 inches between BF- 10 and BF-28. BF-28 is situated at an elevation that is more representative of the surrounding area where BF-10 is situated in a locally high area that is not representative of the surrounding area. As noted previously, the reference forested wetland (the Richards' property) for the created-forested wetland had gauges installed prior to the 2001-monitoring season. These gauges showed hydrology within twelve inches of the surface for over 92% of the growing season during a below-average-rainfall-year. On two trips to the property, the site has exhibited evidence of soil saturation over an extended period of time in excess of the 12.5% of the growing season standard; that is, the reference ecosystem is very wet (the reference site was wet during the 2001 monitoring season which was a below normal rainfall year). 12 Table 1 B HY DROLOGIC M ONITORING RESULTS (SUR FACE GAUGES) _ Monitoring Gauge < 5% 5%-8% 8%-12.5% > 12.5% Actual % Success Dates BFSG-1 ? 7.5 Aug. 5 - Aug. 22 BFSG-2 Re 57.7 May 19 - Oct. 3 BFSG-3 ? 62.3 May 8 - Oct. 3 BFSG-5 ? 2.9 Sep. 21 - Sep. 27 BFSG-7 ? 22.6 Jul 23 -Sep. 14 BFSG-8 ? 13.8 Jul 24 - Aug. 25 BFSG-9 Re ? 60.7 May 12 - Oct. 3 BFSG-11 ? 49.8 May 19 - Sep. 1 BFSG-12 ? 57.8 Ma 19 - Oct. 3 BFSG-13 ? 82.8 Mar. 26 - Oct 3 BFSG-14 ? 24.3 May 21 - July 17 BFSG-15 ? 60.3 May 13 - Oct. 3 The surface gauges are located in the existing and created coastal marsh. The surface gauges not pulled or relocated remained in place and in use for the 2001 monitoring period. The surface gauges in the created marsh show the hydrology is consistent with the reference marsh. Specific problems: Groundwater monitoring gauge BF-7 experienced battery problems on four occasions and did not record data for a portion of the growing season. It was replaced in late July 2001. Data for gauge number BF-18 could not be retrieved during a site visit. The gauge was replaced in early June 2001. Gauge BF-19 experienced battery problems and recorded erroneous data for nearly 2 months at the beginning of the growing season. Gauges BF-2, BF-16, BF-23 and BF-28 stopped recording data due to dead batteries during the last download of the growing season. Data was not recorded for one week in early October for all of the surface monitoring gauges. 13 2.3.2 Climatic Data Figure 4 represents an examination of the local climate in comparison with historical data to determine whether 2001 was "normal" in terms of climate conditions. The figure compares the rainfall from 2001 with that of historical rainfall (data collected between 1948 and 1996). All rainfall data was collected from the NC State Climate Office. The graph shows 2001 rainfall totals from January 2001 through the end of November 2001 which includes the growing season for this site. In the year 2001, February, March, and October had extremely below normal rainfall; July and November were below normal. May and June, showed significantly above average rainfall. In 1999, 5 of 17 groundwater-monitoring gauges showed groundwater within 12 inches of the surface for 12.5%0 of the growing season during a below average rainfall year. In 2001, 10 of these same 17 gauges recorded groundwater within 12 inches of the surface for at least 12.5% of the growing season, while 5 of the 7 remaining gauges recorded at least 9.2%. Of the eleven additional groundwater gauges installed in 2000, all except BF-23 recorded groundwater elevation within 12 inches of the surface for at least 12.5% of the growing season. This is a marked improvement during a 9-month 2000-monitoring period that experienced 4 above average rainfall months, 4 below average rainfall months, and 1 average rainfall month. Also consider that a majority of the 1999 gauges are situated in locally elevated areas of the site that are not representative of the surrounding topography. The months of April, May, June, and August exhibited rainfall at or above the normal range with the May and June data being substantially above normal. These results contributed to the longer periods of saturation exhibited by the gauges. However, groundwater levels were maintained through the more normal rainfall periods of July, August and September and even into the low rainfall periods during October and November. 14 2.4 Conclusions The year 2001 represents the third growing season that the hydrologic data has been examined. The majority of the monitoring gauges on site have shown saturation and inundation for long periods of time. Hydrologic monitoring data in 2001 met or exceeded the success criteria for jurisdictional wetland hydrology. The hydrology in the created coastal marsh is consistent with the hydrology in the coastal marsh reference ecosystem. Jurisdictional hydrology was achieved in the created-forested wetland at 20 of the 28-groundwater gauge locations. The 2001 monitoring year experienced a below average rainfall year. 16 3.0 VEGETATION: BALLANCE FARM MITIGATION SITE HARDWOOD (YEAR 3 MONITORING) MARSH (YEAR 2 MONITORING) MA Success Criteria (Bottomland Hardwood Area) NCDOT will monitor the site for five years. A 320 stems per acre survival criterion for planted seedlings will be used to determine success for the first three years. The required survival criterion will decrease by 10% per year after the third year of vegetation monitoring (i.e., for an expected 290 stems per acre for year 4, and 260 stems per acre for year 5). The number of plants of one species will not exceed 20% of the total number of plants of all species planted. 3.1 B Success Criteria (Marsh Grass Area) 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. 1. 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. 3.2A - Description of Planted Areas The following plant communities were planted in the Bottomland Hardwood Area: Zone 1: (approximately 44 acres) Quercus falcata var. pagodaefolia, Cherrybark Oak Fraxinus pennsylvanica, Green Ash Quercus lyrata, Overcup Oak Quercus michauxii, Swamp Chestnut Oak Quercus nigra, Water Oak Quercus phellos, Willow Oak Zone 2: (approximately 67 acres) Fraxinus pennsylvanica, Green Ash Quercus falcata var. pagodaefolia, Cherrybark Oak Quercus michauxii, Swamp Chestnut Oak Quercus phellos, Willow Oak 17 Quercus nigra, Water Oak Quercus laurifolia, Laurel Oak Quercus lyrata, Overcup Oak Zone 3: (approximately 27 acres) Taxodium distichum, Baldcypress Fraxinus pennsylvanica, Green Ash Quercus lyrata, Overcup Oak Nyssa aquatica, Tupelo Gum 3.213 Description of Planted Areas The following plant communities were planted in the Marsh Grass Area: Zone 1: (approximately 44 acres in zone 1 and 2) Scirpus cyperinus, Woolgrass Juncus effusus, Soft rush Zone 2: Cladium jamaicense, Sawgrass Juncus roemerianus, Black Needle Rush Scirpus americanus Scirpus atrovirens Carex lurida, Shallow Sedge Carex vulpinoides, Fox Sedge Scirpus robustus Scirpus pugens Juncus gerardi, Blackgrass Distichlis spicata, Spikegrass Zone 3: (approximately 4 acres) Spartina cynosuroides, Big Cordgrass 18 3.3A Results of Vegetation Monitoring (Bottomland Hardwood Area) - ? 4.0 _ Q 1 4 4 7 3 2 25 3 43L__ 9 4 6 9 1 1 30 40 510 8 13 1 4 18' 44 278 17 3 3 5 1 29 39 50 11 5 3 6 7 21 38 376 12 3 1 5 8 6 1 24 42 389 15 3 5 7 9 24 37 441 1 3 1 11 6 13 34 41 564 17 10 8 11 9 1 39 41 647 20 2 2 1 5 45 76 21 6 2 3 3 5 19 39 331 ZONE 1 AVG. 414 2 3 14 3 4 3 4 1 2 39 506 6 8 4 1 1 14 38 251-- 10 6 1 2 2 13 24 36 453 13 1 11 3 3 5 1 24 41 398 14 8 3 1 7 19 37 34 18 1 10 5 l 10 27 39 471 ZONE 2 AVG. 405 3 1 13 5 20 38 40 646 2 8 13 14 r 35 36 66L- r 7 3 28 6 37 37 68Q- 19 10 1 - I I 1 11 23 325 ZONE 3 AVG. 578 1 TOTAL AVG. 443 19 Site Notes: Zone 1: Other species noted: sedges, broomsedge, various grasses, cattails, Juncus sp., trumpet creeper, fennel, briars, Baccharis halimifolia, Queen-Anne's- lace, ragweed, Aster sp., Sesbania sp., horse-neetle, redbay, red maple, and sweetgum. Plot 4 is overgrown with heavy trumpet creeper and broomsedge making trees difficult to find. There was evidence of standing water in plot 11. The grasses made the small trees difficult to find. Zone 2: Other species noted: sedges, Baccharis halimifolia, various grasses, few volunteer hickory, pine, red maple and sweetgum, trumpet creeper, panicum grass, broomsedge, Juncus sp., briars, Sesbania sp., fennel, Queen-Anne's-lace, redbay, and Aster sp. There was evidence of standing water in plot 6. Zone 3: Other species noted: broomsedge, various grasses and sedges, cattails, Juncus sp., Baccharis halimifolia, switch grass, Queen-Anne's-lace, black willow, volunteer pine, and few red maple. Plot 7 has evidence of deer browsing. Plot 19 has heavy switch grass.. 20 3.313 Results of Vegetation Monitoring (Marsh Grass Area) Y, 4.0 2 4.0 3 05 4 2.0 P 5 4.0 6 4.0 7 5.0 8 Ow 9 20 10 5.0 11 3.0 12 4.0 13 3.0 14 5.0 4.0 r 4.0 3.0 Ow 19 1.0 20 4.0 21 4.0 22 Ow 23 20 24 4.0 25 3.0 26 5.0 27 5.0 28 2.0 29 4.0 30 4.0 31 4.0 32 Ow 33 3.0 34 4.0 35 5.0 36 4.0 37 5.0 38 5.0 39 5.0 4.0 5.0 4.0 43 4.0 44 3.0 45 5.0 46 3.0 47 O5 20 4.0 2.0 51 3.0 52 5.0 53 5.0 54 4.0 55 3.0 56 5.0 57 5.0 58 4.0 59 3.0 T S 21 ? ' ? x *4 ? ?` c 61 5.0 62 5.0 4.0 4.0 3.0 4.0 67 4.0 68 4.0 69 3.0 70 2.0 7 3.0 72 0.5 5.0 74 4.0 7 4.0 4.0 4.0 78 4.0 79 4.0 80 5.0 81 2.0 82 5.0 83 4.0 84 0.5 85 3.0 86 3.0 87 1.0 OW 3.0 3.0 91 5.0 5.0 93 5.0 94 2.0 95 3.0 96 4.0 97 4.0 9$ 5.0 2.0 5.0 OW 3.0 103 5.0 104 1 4.0 1 1 105 1 2.0 1 _ 1 106 1 1.0 _ 5.0 108 1 2.0 109 1 5.0 110 3.0 111 1 5.0 112 1 3.0 113 1 2.0 4 3.0 115 3.0 116 1 5.0 117 5.0 H A 118 1 3.0 119 1 5.0 IN 5.0 1 I 21 = ?.. 4 3 121 5.0 122 3.0 123 3.0 124 3.0 125 5.0 126 5.0 127 2.0 128 5.0 129 2.0 130 2.0 131 2.0 132 3.0 133 5.0 134 4.0 135 5.0 136 3.0 137 4.0 138 4.0 139 4.0 140 4.0 141 4.0 142 5.0 143 2.0 144 0.5 145 3.0 146 5.0 147 2.0 148 1.0 149 5.0 150 4.0 151 4.0 152 4.0 153 ow 154 3.0 155 2.0 156 3.0 157 3.0 158 5.0 159 2.0 160 2.0 161 5.0 162 3.0 163 5.0 164 5.0 165 0.5 166 3.0 167 3.0 168 3.0 169 4.0 170 4.0 171 4.0 172 4.0 173 5.0 174 4.0 175 5.0 176 5.0 177 4.0 178 5.0 179 OW 180 5.0 22 -???r e C e ? ' s Ac t 181 4.0 182 4.0 183 3.0 184 4.0 185 2.0 186 2.0 187 5.0 188 4.0 189 3.0 190 3.0 191 2.0 192 3.0 193 3.0 194 3.0 195 4.0 1% 2.0 197 3.0 198 3.0 199 3.0 200 5.0 201 3.0 202 3.0 203 5.0 204 1.0 205 4.0 206 2.0 207 5.0 208 3.0 209 2.0 210 ow 211 4.0 212 0.5 213 5.0 214 3.0 215 4.0 216 4.0 217 4.0 218 4.0 219 3.0 220 4.0 221 4.0 222 3.0 223 0.5 224 3.0 225 4.0 226 4.0 227 5.0 228 4.0 229 2.0 230 ow 231 5.0 232 5.0 . 233 4.0 234 1.0 235 2.0 236 0s 237 4.0 238 4.0 239 4.0 240 3.0 23 e? 7 241 2.0 242 2.0 243 5.0 244 3.0 245 1.0 246 3.0 247 4.0 248 3.0 249 4.0 250 4.0 251 4.0 252 4.0 253 Ow 254 5.0 255 4.0 256 3.0 257 4.0 258 5.0 25 1.0 260 4.0 261 4.0 262 0.5 263 4.0 264 5.0 265 5.0 266 2.0 267 5.0 268 3.0 269 3.0 270 3.0 271 3.0 272 2.0 273 4.0 274 Ow 275 3.0 276 4.0 277 5.0 278 5.0 279 0.5 280 4.0 281 4.0 282 4.0 283 1.0 284 5.0 285 5.0 286 5.0 287 4.0 288 3.0 289 2.0 290 4.0 291 4.0 4.0 1.0 4.0 r 4.0 5.0 5.0 3.0 299 4.0 300 4.0 24 # r $ w ? _ <^ If ? ? y 301 2.0 302 5.0 303 3.0 304 3.0 305 4.0 306 3.0 307 3.0 308 2.0 309 1.0 310 3.0 311 5.0 312 4.0 313 2.0 314 5.0 315 0.5 316 4.0 317 3.0 318 2.0 319 5.0 320 5.0 321 3.0 322 5.0 323 4.0 324 4.0 325 5.0 326 . 4.0 327 3.0 328 3.0 329 4.0 330 3.0 331 3.0 332 OW 333 2.0 334 4.0 335 4.0 336 4.0 337 5.0 338 5.0 339 1.0 340 4.0 341 OW 342 4.0 343 3.0 344 3.0 34$ 4.0 346 2.0 347 5.0 348 4.0 349 3.0 350 3.0 351 2.0 352 OW 353 3.0 354 2.0 355 2.0 356 5.0 357 5.0 358 5.0 359 4.0 360 5.0 25 361 5.0 362 4.0 363 5.0 364 5.0 365 2.0 366 3.0 367 5.0 368 3.0 369 4.0 370 5.0 371 2.0 372 4.0 373 3.0 374 5.0 375 3.0 376 3.0 377 4.0 , 378 Ow 379 2.0 380 4.0. 381 4.0 382 2.0 383 5.0 384 4.0 385 3.0 386 3.0 387 2.0 388 2.0 389 3.0 390 2.0 391 3.0 392 3.0 393 5.0 394 4.0 395 4.0 396 3.0 397 5.0 398 3.0 399 4.0 400 4.0 401 5.0 402 3.0 403 5.0 404 4.0 405 4.0 406 3.0 407 3.0 408 5.0 409 Ow 410 3.0 411 4.0 412 5.0 413 5.0 414 3.0 415 3.0 416 5.0 417 5.0 . 418 4.0 419 9 4.0 420 4.0 26 .V M1. 3 i i . v ' y. 421 4.0 422 5.0 423 3.0 424 5.0 425 3.0 426 5.0 427 2.0 428 2.0 429 5.0 430 5.0 431 5.0 432 5.0 433 3.0 434 5.0 435 2.0 436 5.0 437 2.0 438 5.0 439 2.0 440 3.0 441 5.0 442 3.0 443 5.0 444 ow 445 3.0 446 4.0 447 3.0 448 2.0 449 5.0 450 4.0 451 4.0 452 4.0 453 5.0 454 5.0 455 5.0 456 5.0 457 0.5 458 4.0 459 3.0 460 4.0 461 3.0 462 2.0 463 5.0 464 5.0 465 5.0 466 3.0 467 5.0 468 5.0 469 3.0 470 3.0 471 2.0 472 4.0 473 2.0 474 1.0 475 4.0 476 5.0 477 4.0 478 3.0 479 3.0 480 4.0 27 ss x y 481 5.0 482 3.0 483 0.5- 484 3.0 485 3.0 486 0.5 487 5.0 488 5.0 489 5.0 490 4.0 491 4.0 492 3.0 493 3.0 494 0.5 3.0 496 2.0 497 3.0 498 4.0 499 5.0 500 2.0 Fre uenc /Percents a Plots 29.2 7.5 6.9 9.7 0.0 1.7 5.4 7.4 45.8 1.9 2.8 1.1 1.7 86.5 with Desired S ecies Sum Scale Value 1715.5 Total Number of Plots 462 Ve etative Cover Scale Value 3.71 28 Site Notes: The following species were also noted in the monitoring plots. The percentage of plots the species was found in is following the species in parentheses (i.e. 25% of the plots contain goldenrod). Goldenrod (25), barnyard grass (36), Aster sp. (33), smartweed (38), baldcypress (9), cattail (1), Juncus sp. (11), phragmites (1), Ptilimnium sp. (12), Pluchea sp. (12), Hypericum sp. (11), bluestem (.6), ragweed (2), Eleocharis sp. (11), Baccharis halimifolia (4), Krigia sp. (6), beakrush (.8), Cyperus sp. (.8), Ludwigia sp. (2), Sesbania sp. (1), buttercup (.2), red maple (2), pine (.8), cattail (1), duck potato (4), cardinal flower (.6), green ash (.2), blackberry (.2), fennel (1), plantain (.2), whitetop sage (.2), tearthumb (.6), rice cut grass (.4), spike rush (.2), metabeauty (.4), iris (.2), centella (4), Eragrostis sp. (.2), Ptilimdium sp. (15), beakrush (.2), Spartina patens (.2), Scirpus sp. (.8), Sagittgaria sp. (.8), Carex sp. (1), redtop (.2), Rotala sp. (.4), pennywort (.6), horseweed (.2), Diodia sp. (.4), eupatorium (.2), and Bidens sp. (.6). 3.4 Conclusions A. Bottomland Hardwood Area Of the 430 acres of this site, approximately 223 involved tree planting. There were 21 plots established throughout the planting areas, encompassing all plant communities. The 2001 vegetation monitoring of the planted area revealed an average density of 443 trees per acre, which is well above the 320 trees per acre required by the minimum success criteria. B. Marsh Grass Area • Percent Frequency of Target Species (planted species) 86.5% Frequency of 70% required. • Vegetative Cover Scale Value 3.71 Scale Value of 5 required for year. 5. Of the 430 acres of this site, approximately 48 acres involved marsh grass planting. There were 500 random plots established throughout the planting areas, encompassing all plant communities. These plots were located with GPS. The marsh was replanted in June of 2000. The plantings are continuing to increase in cover. 29 zz x 000 Lin r M ; Rt, 6L a VA ui 0 p p S ??k D.. g'?rro f d pp db??` 4G? :r ® NO r\? F? M t d 0 , T ?? r ? >t -Rio ? NNI ?tt ` MM bA w N M FIGURE 7 33 4.0 OVERALL CONCLUSIONS AND RECOMMENDATIONS The year 2001 represents the third growing season that the hydrologic data has been examined. The majority of the monitoring gauges on site have shown saturation and inundation for long periods of time. Hydrologic monitoring data in 2001 met or exceeded the success criteria for jurisdictional wetland hydrology. The hydrology in the created coastal marsh is consistent with the hydrology in the coastal marsh reference ecosystem. Jurisdictional hydrology (greater than 12.5%) was achieved in the created forested wetland at 20 of the 28 groundwater gauge locations. Of the ten gauges that showed less than 12.5%, seven were the original seventeen gauges installed on locally high areas that were not representative of the topography of the site. Groundwater monitoring gauges installed at the forested wetland reference ecosystem located on the Richards' property prior to the 2001 monitoring period showed hydrology greater than 92% of the growing season during a below average rainfall year. The average elevation of the monitoring gauge locations on this reference site is at 1.53 feet. The elevation in the restored forested wetland ranges from 3.4 feet to well over 6 feet based on survey data. Therefore, the reference-forested wetland will always be wetter than the restored-forested wetland. The reference and restored- forested wetlands reacted similarly to the periods of drought this monitoring year. However, the lower elevation of the reference site lessened the effect to groundwater elevations that the lack of rainfall had. The restored-forested wetland located at a higher elevation showed a greater response to the lack of rainfall in its groundwater elevations. This will not change. Of the 430 acres of this site, approximately 223 involved tree planting. There were 21 plots established throughout the planting areas, encompassing all plant communities. The vegetation monitoring of the planted area revealed the average density to be 443 trees per acre, which is well above the 320 trees per acre required by the minimum success criteria. Of the 430 acres of this site, approximately 48 acres involved coastal marsh grass planting. There were 500 random plots established throughout the planting areas, encompassing all plant communities. These plots were located with GPS. The marsh was replanted in June. The percent frequency of target specie (planted species) is 86.5% as monitored. The success criteria requirement is 70%. The initial plantings are continuing to increase in cover. The vegetative cover scale value is 3.71, and the required vegetative scale value for year 5 is 5. An aerial photo showing topography and gauge locations will be presented at agency meeting. 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Ch 60-unf-ti0 60-AeW-8Z whw-6Z ? l ;: ? 60•?eWb6 60-Affl-LO s.. z ?` ??' 60•adtl•0£ T 6p-jd`d-£Z LO-AV-60 60•adtl-ZO - k LO N O N LO T- O Lc) (D 4) c U I (*ul) oa jo eM aorpnS BALLANCE FARM APPENDIX B SITE PHOTOS BALLANCE FARM Photo 1 Photo 3 Photo 4 BALLANCE FARM Photo 7 Photo 9 Photo 6 Photo 8 Photo 10 BALLANCE FARM Photo 11 Photo 13 Photo 12 Photo 14 1 1 1 1 1 1 ANNUAL REPORT FOR 2000 ,fit e izom ' Tucker Mitigation Site Currituck County Project No. 6.049009T TIP No. R-2228WM L 1 1 1 1 Prepared By: Natural Systems Unit & Roadside Environmental Unit North Carolina Department of Transportation December 2000 1 1 1 1 1 1 1 1 F 1 1 1 1 J TABLE OF CONTENTS 1 t 1 1 1 1 f 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 .................. ..................8 2.4 Conclusions ..........................................11 3.0 Vegetation .................................................12 3.1 Success Criteria ...................................... 12 3.2 Description of Species .................................. 12 3.3 Results of Vegetation Monitoring ......................... 13 3.4 Conclusions ..........................................15 4.0 Overall Conclusions and Recommendations ......................16 TABLES Table 1 - Hydrologic Monitoring Results . ..... ..... ..... ..... ..... .6 Table 2 - Vegetation Monitoring Results. . 13 FIGURES Figure 1 - Site Location Map ..............:::::: : ::::::::::::::::::: 3 Figure 2 - Monitoring Gauge Location Map... 5 Figure 3 - 2000 Hydrologic Monitoring Results ............................9 Figure 4 - 30 - 70 Percentile Graph ..................................13 APPENDICES r 1 1 [l L1 Appendix A - Depth to Groundwater Plots .............................17 Appendix B - Site Photos ..........................................18 11 1 [7 1 1 r SUMMARY The following report summarizes the monitoring activities that have occurred in the past year at the Tucker Tract Mitigation Site. This is the second year the site has been monitored for vegetation and hydrologic success. The site must demonstrate both hydrologic and vegetation success for a minimum of five years. The Tucker Tract contains one surface gauge and ten groundwater monitoring gauges. The site also contains 12 vegetation monitoring plots. In 1999 the local weather station rainfall data was used for the site analysis. The daily rainfall on was recorded at Elizabeth City as reported by the NC State Climate Office. This data was used because the on-site rainfall gauges installed in 1999 proved to be unreliable. An Infinities tipping bucket rain gauge was installed in August 2000 and it is expected to provide reliable data for all future monitoring reports Hydrologic monitoring indicated that of the ten gauges on site, eight showed saturation for over 12.5% of the growing season, one gage (TT-6) showed saturation between 8 - 12.5% of the growing season (this gage, as noted last year, is situated in a local high area) and the remaining gage (TT-1) continually malfunctioned and will be replaced before the next growing season. Gage TT-1 is presented in the report for information purposes (it did show saturation between 5 - 8% of the growing season, and during vegetation monitoring this area was observed to be saturated). The second year vegetation monitoring of the planted areas revealed an average density to be 39.1 trees per acre, which is above the minimum requirement of 320 trees per acre. Based on the hydrologic and vegetation monitoring, the Tucker Mitigation Site met success criteria across the majority of the site during the 2000 growing season. NCDOT recommends that monitoring continue. 1 11 1 1.0 INTRODUCTION 1.1 Project Description .r The Tucker Tract Mitigation Site is located in Currituck County (Figure 1). This site is part of a large property consisting of 68.3 acres in total. Approximately 48.1 acres has been set aside for mitigation. Approximately 28.2 acres of the 48.1 acres was developed and constructed as the Tucker Tract Mitigation Site. The remaining 20.2 acres will be reserved for possible future mitigation projects. The site was built to mitigate for the widening of NC 168 (TIP Project R-2228). The project includes the restoration of 25.1 acres of PC agricultural fields on this property to forested wetland and the preservation of 2.8 acres of forested wetland and 8.7 acres of timbered wetland. r 1 t r The Final Mitigation Plan for this site was issued on April 1, 1996. Initial construction was completed in late 1997. At that time it was determined that the site had been graded to an unacceptable level. A second contract was issued and the site was regraded in 1998 with completion in September 1998. The site was planted in early 1999. In March 1999, NCDOT installed monitoring gauges to be used for hydrologic monitoring. Twelve plots were established to monitor vegetation. This monitoring report presents the second year results of both hydrologic and vegetation monitoring. 1.2 Purpose In order to demonstrate successful mitigation, hydrologic and vegetative monitoring must be conducted for a minimum of five consecutive years. Success criteria are based on federal guidelines for wetland mitigation. These guidelines stipulate criteria for both hydrologic conditions and vegetation survival. The following report details the results of hydrologic and vegetative monitoring during the year 2000 at the Tucker Tract Mitigation Site as well as local climate conditions throughout the growing season. 1.3 Project History December 1997 September 1998 March 1999 October 1999 March-November 1999 f 1 August 2000 March-November 2000 Site Construction Completed (Contract 1) Site Construction Completed (Contract 2) Site Planted, Monitoring Gauges Installed Vegetation Monitoring (1 yr.) Hydrologic Monitoring (1 yr.) Vegetation Monitoring (2 yr.) Hydrologic Monitoring (2 yr.) 1 1 I fi r 1 1 m 'o v c. _ ....._... 9 `-f :NT '.15 _ ^y `111 'Y Com Corner f)ci.,.r..i,:. --k N(ki, I. S:\ l A F N ? Z",..g.? n?T 'Lickcr Mitigation Sitc P F -, ,i,r;goRY 41' r .? N" 25 S MARS-ALL I'kA, I'l: I - sits I.ocaUUrl Sinn 3 - - - -- - -7777-7 TO SLIGO NC168 - - - - - - - - - - - - ?- -3f ?TT-1 jl E2 - TT-2 ` • (-9, `. d' F --N Y ? OMDE TO ELEVATION 2.05' j I 1 jl 9I .I ® TT-10 , RG j ,•? TT-3 ------- ---- -- --- / .,-., FUTURE YITIOATION ?r.m...??. ®T TT-5 s,?l I F MAZE iC ELEVATION 2.05' I 1 Q. -e?57R OTT-6 TT TT-9 / `?•!? GRADE TO ELEVATION 2.05' 1 "I o 1 •, ?- ,,,.;^4 - w.*mr ean. nw? /'. //-FNUnE usrs3ArsON-.. ••. TT - 8: i FIGURE 3: Monitoring Guage ?r.. Location Map iva[urai resources k-onservauon 3erv[ce, Sou 3urvey or k-urruucx t-oun[y, worm k-arouna, p. i [. 4 J 1 2.3 Results of Hydrologic Monitoring 2.3.1 Site Data The maximum number of consecutive days that the groundwater was within twelve inches of the surface was determined for each gauge. This number was converted into a percentage of the 239 day growing season. The results are - presented in Table 1. Appendix A contains a plot of the groundwater depth for each monitoring gauge and the surface water depth recorded by the surface gauge. The maximum number of consecutive days is noted on each graph. The individual precipitation events, shown on the monitoring gauge graphs as bars, represent data collected from an Elizabeth City weather station. The NC State Climate Office provided this data. A more accurate measuring device (Infinity Rain Gauge) was installed adjacent to gage TT-3 in August 2000. This data will be used for all subsequent monitoring reports. Table 1 HYDROLOGIC MONITORING RESULTS 1 Monitoring " Gauge < 5% 50/6-8% 8%-12.5% > 12.5% Actual % Success Dates TT-1 malfunctioned TT-2 ? 38 Jul 21 - Oct 21 TT-3 ? 25 May 28 - Jul 27 TT-4 ? 100 Mar 20 - Nov 13 TT-5 ? 33 Jul 24 - Oct 11 TT-6 ? 8 Apr 16 - May 5 TT-7 ? 100 Mar 20 - Nov 13 TT-8 ? 94 Mar 20 - Oct 29 TT-9 ? 100 Mar 20 - Nov 13 TT-10 ? 33 Jul 24 -Oct 10 Figure 3 is a graphical representation of the hydrologic monitoring results. The success criteria as stated in the mitigation plan calls for "saturation to within 12 inches of the surface for at least 12.5% of the growing season". This year (2000) the majority of the monitoring gauges on site have shown saturation for long periods of time. Monitoring gauge TT-1 was eliminated from the analysis because battery failure resulted in no data for most of the growing season (see graph of TT-1 in Appendix A). Gage TT-1 was checked, maintained, and reset three times during the growing season to no avail. Of the remaining nine gauges, eight exhibited saturation within 12 inches of the surface for over 12.5% of the growing season. This is an improvement over the 1999 results by 20 percent. In 2000, TT-6 showed saturation for 8% of the growing season, which is similar to the 1999 results. Monitoring gauge TT-6 is situated in a locally elevated part of the site. May and June exhibited greater than normal rainfall and July lower than normal rainfall (Figure 4), thus TT-3 data would be closer to saturation for 12.5% of the growing season. t t 1 1 1 1 I Lq- Specific problems: Dead batteries hampered the data acquisition process. Monitoring gauge TT-1 did not record groundwater elevations from May 1 to August 29, September 14 to October 6 and October 12 to November 15. Several attempts to repair and reset this gage proved unsuccessful. As previously mentioned this gauge was eliminated from the data analysis due to the data gaps. This gage will be replaced prior to the next growing season. Monitoring gauge TT-3 had dead batteries for the month of August. r 1 1 1 1 6 I 2.3.2 Climatic Data Figure 4 represents an examination of the local climate in comparison with historical data to determine whether 2000 was "normal" in terms of climate conditions. The figure compares the rainfall from 2000 with that of historical rainfall (data collected between 1948 and 1996). All rainfall data was collected from the NC State Climate Office. The graph shows 2000 rainfall totals from January 2000 through the end of November 2000 which includes the growing season for this site. In the year 2000, February, March, and October had extremely below normal rainfall; July and November were below normal. May and June, showed significantly above average rainfall. TT -6 As previously mentioned, in 1999 monitoring gauges TT-3, TT-5, and showed saturation for less than 10% of the growing season. By comparison in 2000, TT-3 showed saturation for 25% of the growing season from May 29 to July 27; TT-5 for 33% of the growing season from July 24 to October 11; and TT- 6 for less than 10% of the growing season. The months of April, August and September exhibited rainfall at or slightly above the normal range. There were high rainfall amounts through April, May, and June with the May and June data being substantially above normal. These results contributed to the longer periods of saturation exhibited by the gauges. However, groundwater levels were maintained through the more normal rainfall periods of July, August and September and even into the low rainfall periods during October and November. J r 1 7 .---:,?-_-_------??-,-.ate=_-`-__.?.?_----- -----------------'? ------- ?~ <- TO SLIGO NC168 --------- ---- e n n.a., e 0 0 ..,.•-..y. ??J e m • •' ),. -??tkrr-___-h•-- _ _ __--_- ----__--- -----"---___--------_.pj ?-D.N r"'------- --------n? -------- I 1I7 T, -y?' S •Iir ! I Ili :.*. EIAL a TT-2 r..f [)] I OMDE -0 ELF +AT 1011 2.00 } "1 I I TT 10 Rain Gauge, replaced and relocated 1 I d ;I RG I I ,I A e' 3 c 11 ?i 0 T T_4 t 3nAD-e TO ELLNnTiCN 2.OS' 15 I +?•' I• TT-7 1'st? -'vl SGZS FE; ;I TT-9 ?A aRADE TO EL=`/AIION 2.05' \ r ' /f-NTVnE ?1I TIQAn nN--- TT-? \ 4 js 1 LEGEND \ I LEGND < 8% 5% - 81110 Figure 3: 2000 Hydrologic Results 8%-12.5% > 120 8 as U o ? w E_ 0aa noN 100 IdeS bny Inf t c unr ABA jdy Jew gazl uer O O Co f- CO LO Co N r O (ui) uoijejid138Jd FIGURE 4 30-70 Percentile Graph 1 2.4 Conclusions The year 2000 represents the second growing season that the hydrologic data has been examined. The majority of the monitoring gauges on site have shown saturation for long periods of time.. Hydrologic monitoring data in 2000 met or exceeded the success criteria for jurisdictional wetland hydrology. Gauges will continue to be closely monitored during subsequent field trips. 1 1 I 1 CJ 1 1 1 11 1 1 1 1 1 t 3.0 VEGETATION: TUCKER TRACT MITIGATION SITE (YEAR 2 OF 5) 3.1 Success Criteria NCDOT will monitor the site for five years. A 320 stems per acre survival criterion for planted seedlings will be used to determine success for the first three years. The required survival criterion will decrease by 10% per year after the third year of vegetation monitoring (i.e., for an expected 290 stems per acre for year 4, and 260 stems per acre for year 5). The number of plants of one species will not exceed 20% of the total number of plants of all species planted. 3.2 Description of Species The following tree species were planted in the Wetland Restoration Area: Zone 1: Wetland Reforestation (14.05 Acres) Fraxinus pennsylvanica, green ash Quercus falcata var. pagodaefolia, cherrybark oak Quercus michauxii, swamp chestnut oak Quercus phellos, willow oak Quercus nigra, water oak Zone 2: Wetland Reforestation (9.04 Acres) Taxodium distichum, bald cypress Fraxinus pennsylvanica, green ash Quercus falcata var. pagodaefolia, cherrybark oak Quercus michauxii, swamp chestnut oak Quercus phellos, willow oak Zone 3: Wetland Reforestation (1.89 Acres) Quercus phellos, willow oak Quercus nigra, water oak Fraxinus pennsylvanica, green ash Taxodium distichum, bald cypress Quercus lyrata, overcup oak Nyssa aquatica, tupelo gum 12 I 3.3 1 Results of Vegetation Monitoring 0 0 w a O O .? L ? C? C C3 ? C. L a G7 Q CL O O a :? F' Q 12 7 7 38 55 470 8 8 9 3 28 48 397 t 17 8 4 29 52 379 12 3 5 L 5 1 15 1 39 1 2 2 4 -- H 1 E3 1 9 48 128 1 AVERAGE DENSITY 355 5 ZONE 3 1 3 3 12 10 2 9 39 53 500 2 3 1 2 8 13 27 51 360 3 1 17 9 9 3 10 49 56 595 ZONE 3 AVERAGE DENSITY 485 TOTAL AVERAGE DENSITY 391 I To determine tree density, 50'x 50, plots are installed immediately following planting. The actual number of planted trees which occur within the plot are counted. This number is equated to the number within each plot, which represents 680 trees per acre (average). The survival monitoring number is compared to the planted number to obtain survival percentage. This percentage is applied to the 680 trees per acre to obtain an estimated tree per acre for the site. (Density = monitoring count / planted trees x 680) Site Notes: The site is well vegetated with various grasses including varieties of juncus and sedges. Surface water is present throughout the site. Other species noted: cardinal flower, water pennywort, duck potato, cattail and spike rushes. 13 w i C 41 ' Co t O C- J.0 •rl 4-f 0. ? `a cts .? o LL cis O N L 4-+ :t 10 ; i 1 14 1 i ons 3.4 Conclus Of the 48 acres of this site, approximately 25 acres involved tree planting. There were 12 vegetation-monitoring plots established throughout the planting areas. The second year vegetation monitoring of the planted areas revealed an average density to be 391 trees per acre, which is above the minimum requirement of 320 trees per acre. Plots 10 and 11 did show density numbers of 262 and 128, and this can possibly be attributed to local elevated surface water and the presence of thick juncus. The average density in each planting zone remains above the minimum requirement of 320 trees per acre. 1 1 f 1 1 15 1 4.0 OVERALL CONCLUSIONS AND RECOMMENDATIONS The results of the second year of monitoring indicate.this site was successful. The majority of the groundwater gauges met the hydrologic success criteria. Gauge TT-1 malfunctioned multiple times during the year despite numerous maintenance efforts and will be replaced. Based upon a previous field investigation, gage TT-6 is situated in a locally high hummock rising approximately 8 inches above the surrounding area. Vegetation data also met success criteria. The average plot density was above the required 320 stems/acre, as well as densities within each zone. Vegetation and hydrologic monitoring will continue for a third year in 2001 at the Tucker Tract Mitigation Site. 1 1 1 1 1 16 1 1 1 1 APPENDIX A DEPTH TO GROUNDWATER PLOTS 17 i 1 1 1 1 1 1 1 i i 1 i 1 1 1 1 T H r CO (ui) uoije;idiaaad Ln LO Ln N N T r O O 07-Nov-00 30-Oct-00 22-Oct-00 14-Oct-00 06-Oct-00 28-Sep-00 20-Sep-00 12-Sep-00 04-Sep-00 27-Aug-00 a N 19-Aug-00 0 11-Aug-00 CD 03-Aug-00 CY a) 26-Jul-00 d i 18-Jul-00 Q T 10-Jul-00 02-Jul-00 24-Jun-00 c 16-Jun-00 Ir 08-Jun-00 31-May-00 23-May-00 15-May-00 07-May-00 29-Apr-00 21-Apr-00 13-Apr-00 05-Apr-00 28-Mar-00 20-Mar-00 ? LO O LO O LO N N OCO m 0 0 U') i (ui) aa;empunoig o; y;dea 1 1 1 1 I 1 J 1 1 i 1 1 1 1 1 1 1 1 1 i I 1 1 N H (7 (ui) uoi;e4!dioaad LO U? N N T T O O 07-Nov-00 30-Oct-00 22-Oct-00 14-Oct-00 06-Oct-00 28-Sep-00 20-Sep-00 12-Sep-00 04-Sep-00 m 27-Aug-00 19-Aug-00 11-Aug-00 03-Aug-00 26-Jul-00 m 18-Jul-00 e*o D 10-Jul-00 02-Jul-00 24-Jun-00 16-Jun-00 08-Jun-00 31-May-00 77 23-May-00 15-May-00 07-May-00 29-Apr-00 21-Apr-00 13-Apr-00 05-Apr-00 i 28-Mar-00 20-Mar-00 0 LO LO O In O T N N C0 CL 7 C7 i ? . i (ui) aazempunojE) o; 41dad N H c I 1 i i 1 1 1 1 i 1 1 1 1 1 1 1 M H H (ui) uoile;idiaaad Lq Ln U? cf) N N r O O O co 07-Nov-00 30-Oct-00 22-Oct-00 14-Oct-00 06-Oct-00 28-Sep-00 20-Sep-00 12-Sep-00 04-Sep-00 27-Aug-00 19-Aug-00 11-Aug-00 03-Aug-00 26-Jul-00 d 18-Jul-00 a O 10-Jul-00 02-Jul-00 24-Jun-00 16-Jun-00 08-Jun-00 31-May-00 23-May-00 15-May-00 07-May-00 29-Apr-00 21-Apr-00 13-Apr-00 05-Apr-00 28-Mar-00 20-Mar-00 LO O LO O T N N C09 LO 0 0 LO (ui) aalempunojE) 014tded N c+? H H c ca cc I 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 H F- (ui) uoi4e4!dioaJd U? LO Iq c*) N N T O O 00-nON-LO 00-100-0£ 00-100-ZZ 00-100-, l 00-100-90 00-daS-8Z 00-daS-OZ 00-daS-Z l 00-daS-t,0 00-6nV-LZ 00-6nV-6 L 00-6nV-LL 00-6nV-00 00-Inf -9Z 00-Inf -8 L 00-Inf -0L 00-I n f -Z0 00-unf -1'Z 00-unf -9l 00-unf -80 00-ALm- L E 00-AeW-BZ 00-AeW-9 L 00-ARN-LO 00-JdV-6Z 00-JdV- LZ 00-JdV-B l 00-JdV-90 00-JeW-8Z 00-IBA-0Z Ln O 0 O T N N M C? O) LO (ui) .ia;empunojE) o; yldea D c ca Cc I 1 1 1 1 1 1 1 1 1 1 i 1 1 1 I 1 LO H H (ui) uoileaidioaad t Co N N r r O O 07-Nov-00 30-Oct-00 22-Oct-00 14-Oct-00 06-Oct-00 28-Sep-00 20-Sep-00 12-Sep-00 04-Sep-00 27-Aug-00 19-Aug-00 11-Aug-00 03-Aug-00 26-Jul-00 18-Jul-00 D 10-Jul-00 02-Jul-00 24-Jun-00 16-Jun-00 08-Jun-00 31-May-00 23-May-00 15-May-00 07-May-00 29-Apr-00 21-Apr-00 13-Apr-00 05-Apr-00 28-Mar-00 20-Mar-00 Cn O In O lT N N 0 M d0' LO 1 1 1 (ui) jejumpuno.iE) o; 41dea I c I 1 1 1 1 1 i i 1 1 1 1 1 1 1 1 1 1 1 1 cc H H (ui) uoile}idiaaad Iq Lo U? C7 N N r r O O 07-Nov-00 30-Oct-00 22-Oct-00 14-Oct-00 06-Oct-00 28-Sep-00 20-Sep-00 12-Sep-00 04-Sep-00 27-Aug-00 19-Aug-00 11-Aug-00 03-Aug-00 26-Jul-00 18-Jul-00 D 10-Jul-00 02-Jul-00 24-Jun-00 16-Jun-00 08-Jun-00 31-May-00 23-May-00 15-May-00 07-May-00 29-Apr-00 21-Apr-00 13-Apr-00 05-Apr-00 28-Mar-00 20-Mar-00 LO O LO Or T N N C09 M d0' LO i , (ui) ia;empuno.ig o; yided N ca c u 1 1 1 11 1 11 t t 1 1 1 1 1 1 1 1 1 1 ti H H (ui) uoilevdi*aad LO U? M N N r r O O 07-Nov-00 30-Oct-00 22-Oct-00 14-Oct-00 06-Oct-00 28-Sep-00 20-Sep-00 12-Sep-00 04-Sep-00 27-Aug-00 19-Aug-00 11-Aug-00 03-Aug-00 26-Jul-00 18-Jul-00 ra D 10-J u 1-00 02-Jul-00 24-Jun-00 16-Jun-00 08-Jun-00 31-May-00 23-May-00 15-May-00 07-May-00 29-Apr-00 21-Apr-00 13-Apr-00 05-Apr-00 28-Mar-00 20-Mar-00 to O In O LO N N O M d0' ? 1 , , (ui) aolumpunojE) o; Wdad N .7 H c Cc I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ao H r- (u) uoile}IdloaJd L @7 N N r r O O T N N 07-Nov-00 30-Oct-00 22-Oct-00 14-Oct-00 06-Oct-00 28-Sep-00 20-Sep-00 12-Sep-00 04-Sep-00 27-Aug-00 19-Aug-00 11-Aug-00 03-Aug-00 26-Jul-00 18-Jul-00 10-Jul-00 02-Jul-00 24-Jun-00 16-Jun-00 08-Jun-00 31-May-00 23-May-00 15-May-00 07-May-00 29-Apr-00 21-Apr-00 13-Apr-00 05-Apr-00 28-Mar-00 20-Mar-00 O O N N M c* C-) LO (ui) islampunoig o4 yldaa N co c LJ 1 1 J i 1 i 1 1 1 1 1 m t- (ui) uoplIdlaaM L C7 N N r r- O O 07-Nov-00 30-Oct-00 22-Oct-00 14-Oct-00 06-Oct-00 28-Sep-00 20-Sep-00 12-Sep-00 04-Sep-00 27-Aug-00 19-Aug-00 11-Aug-00 03-Aug-00 26-Jul-00 18-Jul-00 ra D 10-Jul-00 02-Jul-00 24-Jun-00 16-Jun-00 08-Jun-00 31-May-00 23-May-00 15-May-00 07-May-00 29-Apr-00 21-Apr-00 13-Apr-00 05-Apr-00 28-Mar-00 20-Mar-00 In O LO O LO N N O 0 O0 LO (ul) jalempunojE) of tilde(] rn c cc I 1 1 1 1 1 1 1 1 1 1 1 0 T L1 Lr r co (ui) uoi}e}idioaad LO LO N N T T O O 07-Nov-00 30-Oct-00 22-Oct-00 14-Oct-00 06-Oct-00 28-Sep-00 20-Sep-00 12-Sep-00 04-Sep-00 27-Aug-00 19-Aug-00 -° 11-Aug-00 00 03-Aug-00 26-Jul-00 18-Jul-00 to 10-Jul-00 02-Jul-00 24-Jun-00 16-Jun-00 08-Jun-00 31-May-00 23-May-00 15-May-00 07-May-00 29-Apr-00 21-Apr-00 13-Apr-00 05-Apr-00 28-Mar-00 20-Mar-00 LO O LO O LO N N O M O LO i (ui) jejampunoiE) of y;dea 0 G CIS 1 n ?I 1 u 11 APPENDIX B SITE PHOTOS 18 1 n 11 Z.t ti ? ? IF 4 _ a Photo 1 P r r NCI ,? ? • ?. I I ti ? a r_ I Photo 3 440 Photo li?T ? o -:4 ` i Photo 2 Fhh;- r?i,5 ki SS F.. lip Photo 4 Photo 6 f di SIR. k : r 7 r Photo 7 r 1 ILill ?1 11 t. FF Photo 8 a ip l , et i ? 'a i7 i C Photo 9 1I STATE OF NORTH CAROLINA DEPARTMENT OF TMNSPORTATION JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 GARLAND B. GARRETT JR. GowmoR January 9, 1998 SECRETARY MEMORANDUM TO: Distribution List FROM: Ted Devens, P.E. 21 M5 Wetland Mitigation Coordinator T? gaanaH SUBJECT: Resource Agency Field Inspection: Ballance Farm Mitigation Site, TIP Project Number R-22& WM. Mashoes Road Mitigation Site, TIP Project Number R-2551 WM. A Resource Agency Field Inspection of the Ballance Farm and Mashoes Road Mitigation Sites will be conducted on February 1 lth and 12th, 1998. Please annotate your calendars. Preliminary construction plans for both sites are attached to this memorandum. Please review the plans in advance and prepare any comments you wish to make. For those persons who cannot attend the meeting, please provide any comments to me by no later than February 9, 1998. We will incorporate your suggestions into the final plan sheets. The Mashoes Road review will be begin at 10:30 AM on the morning of February 11th in a conference room at the NC Aquarium in Manteo (see attached map). The initial briefing will include a summary description of the site, followed by review of preliminary construction plan sheets. Discussion and comments can then ensue. The meeting will adjourn to lunch and an afternoon visit of the site. A meeting agenda is attached. The Ballance Farm review will begin at 9:00 AM on February 12th in a conference room at the Currituck County maintenance yard in Maple, NC. The facility is located along NC 168 on the south side of Maple. Once construction plans are reviewed, the meeting will adjourn to a site visit. It is hoped that the. field inspection can be completed by noon so that the "Raleigh crowd" and others will have a chance to get lunch and drive back to Raleigh in reasonable time. An agenda is attached. This field inspection has several goals: 1. To provide agencies an opportunity to verify that DOT construction plans reflect those commitments made in the Mitigation Plan. 2. To provide agencies with an opportunity to collectively visit the mitigation site. 3. To solicit immediate agency comments on construction plans, if representatives feel the plan sheets do not accurately reflect the Mitigation Plan. 4. To solicit "constructability issue" comments from Division construction personnel. If you have questions, please call me at (919) 733-7844 x209. 9 Distribution List: Agency Personnel Mike Bell, USACE Cyndi Bell, NCDWQ Dennis Hawthorne / Linda Mathis, NCDCM David Cox, NCWRC Ron Sechler, NMFS Sarah Winslow, NCDMF John Hefner, USFWS Ron Ferrell, NCWRP Consultant Ken Roeder, Resource Southeast, Inc. Frank Price, Resource Southeast, Inc. DOT Personnel Ricky Greene, Division 1 Construction Engineer Tom Brite, Resident Engineer, Division 1 Randy Turner, Division 1 Environmental Officer J.C. Manning, Roadway Construction Engineer, Div. 1,2,3 Tom Tarleton, Area 1 Locating Engineer Lee McCrory, Design Engineer Sue Flowers, Design Engineer Art McMillan, Design Engineer Rekha Patel, Design Engineer Randy Wise, Roadside Environmental Unit Randy Griffin, Roadside Environmental Unit Abdul Rahmani, Hydraulics Unit Phil Harris, Wetland Mitigation Coordinator Dave Schiller, Permits and Mitigation Unit Kelly Beissel, Permits and Mitigation Unit FHWA Kay Batey, Environmental Officer i Fort alei h National HL,=ric Site Ntantrn ort Raleigh t o < ar l „tao '011 t 6-4 a? No Carolina Aqu rium/ oano4,e Is a 64, f ,/044 64 ?1 sOld Fe p° 5Q a day ? I F u I Weir Point o? Airport Road sr ?PO`?yr¢ oQ? Cy k'o f nY Side Po o? other meyard ? 15 i I ; 5(111 O? t. MEE S are Cou gional A? ti0?? Sal VO ?? NC Aqu inum meetm-, locau"17 p --- - - z s it ' ?' gRtrrg w p m : O A'2 R1 t8 ? ,? ?/: O o, C n$ JO BORO z. . OHO SandyFow Srashorr r a a o??? Ca I l.nlNalion<d o ' te0 ?JP pG0 ".Outer Banks 1 34R W P`' I u side Headquarters 11ti3 PGO ? 5P p '`mom ao. l I s1?1 iD FP G\0?P1 SP Manteo it Fie i ?, :'carhorta w ER WN GOpP m Pp 51P S ?P i s: t.. 64 m 34 m Gam? f. Sand Point a t I - 9,Jthec N.rrbnr `'?`? Skyco n ? S , It M "I tact 1tla; Meeting Agenda Mashoes Road Wetland Mitigation Site Field Inspection February 11, 1998 Time schedule is approximate. Time Subject 10:30 AM Welcome & Introductory Remarks Self-Introductions Responsibility Phil Harris Wetland Mitigation Coordinator 10:40 Discuss Project History, Site Description, David Schiller and the Approved Mitigation Plan Mitigation Specialist Ken Roeder Resource Southeast, Inc. 10:55 Presentation of Construction Plan Sheets 11:10 Description of Construction Activities 11:35 Open Forum Discussion and Comments about Construction Plan Sheets 12:15 PM Pre- Site Visit Orientation 12:20 Depart East Lake and head for site Art McMillan Design Engineer Phil Harris Resource Agencies and Division 1 Construction Personnel David Schiller *NOTE: Bring your own bag lunch or nabs, as no restaurant is convenient. 1:00 PM Arrive and tour the Mashoes Road Mitigation Site 2:00 Collect final comments about construction plan sheets 2:15 Meeting adjourned I Meeting Agenda Ballance Farm Wetland Mitigation Site Field Inspection February 12, 1997 Time schedule is approximate. Time Subject 9:00 AM Welcome & Introductory Remarks Self-Introductions Responsibility Ted Devens Wetland Mitigation Coordinator 9:10 Discuss Project History, Site Description, Kelly Beissel and the Approved Mitigation Plan Mitigation Specialist Frank Price, Resource Southeast, Inc. 9:30 Presentation of Construction Plan Sheets Lee McCrory Roadway Design Engineer 9:50 Description of Construction Activities Ted Devens 10:05 Open Forum Discussion and Comments Resource Agencies and about Construction Plan Sheets Division 1 Construction Personnel 10:45 Pre- Site Visit Orientation Kelly Beissel 10:50 Adjourn to Site Visit 11:00 Arrive and Tour the Mitigation Site 11:55 Collect final comments about construction plan sheets 12:00 (Noon) Meeting adjourned e,w SUTt ti State of North Carolina Department of Environment, Health, and Natural Resources Division of Environmental Management 512 North Salisbury Street • Raleigh, North Carolina 27604 James G. Martin, Governor George T. Everett, Ph.D. William W. Cobey, Jr., Secretary August 30, 1991 Director Mr. Robert Needham Needham, Jernigan and Associates, Inc. Rt. 1, Box 36-10 Winnabow, N.C. 28479 Subject: Certification Pursuant to Section 401 of the Federal Clean Water?Act, Proposed access road, ditch fill, boat ramp and stump removal Currituck County Attached hereto is a copy of Certification No. 2628 issued to Ralph Barco dated August 30, 1991. If we can be of further assistance, do not hesitate to contact us. Sincerely, z OA)d( 1 a T. Everett Attachments cc: Wilmington District Corps of Engineers Corps of Engineers Washington Regional Office Washington DEM Regional Office Mr. John Dorney Mr. John Parker Central Files Regional Offices Asheville Fayetteville Mooresville Raleigh Washington Wilmington 704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 Pollution Prevention Pays P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 Winston-Salem 919/761-2351 An Equal Opportunity Affirmative Action Employer NORTH CAROLINA Currituck County CERTIFICATION THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Environmental Management Regulations in 15 NCAC 2H, Section .0500 to Ralph Barco pursuant to an application filed on the 13th day of May, 1991 to build an access road, fill in a ditch, construct a boat ramp and remove stumps. The Application provides adequate assurance that the discharge of fill material into the waters of Currituck Sound in conjunction with the proposed Soundside Estates in Currituck County will not result in a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions hereinafter set forth. Condition(s) of Certification: 1. That the activity be conducted in such a manner as to prevent significant increase in turbidity outside the area of construction or construction related discharge (increases such that the turbidity in the Stream is 25 NTU's or less are not considered significant). 2. Mitigation shall be as described in your letter of 13 August 1991. 3. The area where stumps are to be removed shall only be bush hogged at most once a year and not mowed or converted to lawn. Violations of any condition herein set forth shall result in revocation of this Certification. This Certification shall become null and void unless the above conditions are made conditions of the Federal Permit. This the 30th day of August, 1991. DIVISION OF ENVIRONMENTAL MANAGEMENT Geo ge T. Everett D•rector WQC# 2628 J STA7F o State of North Carolina Department of Environment, Health and Natural Resources Division of Coastal Management Highway 17 South • Elizabeth City, North Carolina 27909 James G. Martin, Governor William W. Cobey, Jr., Secretary May 8, 1991 MEMORANDUM TO: Dr. George T. Everett, Director Division of Environmental Management FROM: John R. Parker, Chief Major Permits Processing Section SUBJECT: CAMA/DREDGE & FILL Permit Application Review Applicant: Soundside Estates/Ralph Barco Roger N. Schecter Director . oy M,gyl Ja cr F? Project Location: ..Across Hwy 158 from SR 1128, Grandy, Currituck Sound, Currituck Sound. Proposed Project: Construct a fill access road across freshwater wetlands, fill in a man-made ditch, construct a boat ramp (12' X 25') and an L-shaped pier and remove 15 to 20 stumps from a wetland area on his subdivision development Soundside Estates. Please indicate below your agency's position or viewpoint on the proposed project and return this form by May 28, 1991. If you have any questions regarding the proposed project, please contact David R. Griffin at 264-3901. When appropriate, in-depth comments with supporting data is requested. REPLY This agency has no objection to the project as proposed. This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. Signed Date )(J01 ??% • ?? Route 6 Box 203, Elizabeth City, North Carolina 27909 Telephone 919-264-3901 An Equal Opportunity Affirmative Action Employer ' -FROM WASHINGTON 02.20.1998 15:20 P.01 FACSAVRLE TRANSiMITCAL HEADER SHED ii Far ?. of ttae form. See M Mir 17; 1w raaoarom aganay a 0011C t COMMANCI NAM!! ' C OFFICE Vi?'?HCNE FAX NO. OF riCti $ FMQ CI I?LrTdt/dN/Camm.) 1AUTOVON/Cirnm.l FROM: WASHINGTON RRGUL4 TORY C5SAWCO-FW (919) 975-1816 (919) 975-1399 FIELD OFFICLE TO, C I V LD Ise t.c. j l c. !r rir? \ t 33 17 f-C- ii11 1 -i C t CLAS81FICAT10N t?RECEDENCE N0. PAGc5 OA T E-TIME: MCNTIH YEAR RELEAS'ER'S SIGNATURE ()nefadlnq rnia HRadeo J .1Lh 0c) - E ?#ti?'44 Lt q /, . REMARKS Please review NCDOT's request for a pem-?it modification concerning the Ballance Farm Mitigation Area in Currituck County, North Carolina. DOT proposes: 1) DOT has revised the cross sections shown on Plan Sheet Number 2. They have decreased the width of the charnel from 80 feet to approximately 20 feet. 2) The planting zones, described in the Mitigation Plan (figure 30) will be similar, with. zone 2 encompassing the larger area. These areas will be planted as stated in the mitigation plan depending on species available. Please let me have your comments by March 20, 1998. Tha you, - PO 6??a ?Iike Bell V 'FROM WASHINGTON 122.20.1998 15:24 P.02 February 19, 1998 Summary of Proposed changes to the Ballance Farm Mitigation Site Plan Sheets The implementation plan sheets distributed on January 9, 1998 for the field inspection meeting held on February 12, 1998 have been modified. These modifications are proposed based on discussions among those who attended the field inspection meeting. The Department has been collecting wind tide data at the site for over a year and has determined that the elevations proposed in the plan sheets for the coastal marsh creation area will not maximize the planting area to the extent desired. Therefore, we have revised the cross sections shown on Plan Sheet Number 2. We have degreased the channel width from 30 feet to approximately 20 feet. The planting zones as described in the Mitigation Plan (figure 30) will be similar, with zone 2 encompassing the largest area. These areas will be planted as stated in the mitigation plan depending on sepcies availability. 'FROM WASHINGTON 02.20.1998 15:25 P.03 o+ Z a cn N O z (D 0 N 0 tD C7 N N -1 1, C) GJ 'o cD ca O tD N d 1D 0 ? G]9 c 11 C) m Fn m r C 0 W JN m r - m C Q m m 0 00 m r m C J O 1- o °:. '.c D C Q w c, p .,Z1 -i O :r 00 r r C7 C? m z Z Cl) mm c? 0 z _ 0 ;o ?.. 1 s z 0 m r Ct c f) 1 m 'FROM WASHINGTON 62.20.1998 15:25 P.04 I-- CL L° 0) Iii I I I .r.: •'•.,. .mow' .... r •. r• oa;et 98/811 ,•: • , ' oo:bt c6fe&at 004t L61MU :. .:r) . 00161 L6 on 00:6t Lmla? ..:r 1. •. ..,,ra... ...:..rrr ,,,rs :..f!?;'?". •'{'•."'?' 61 L6/LZlLL 00:6 L618WLL r I .. •;;: ''r. OO:bt 161LLiLL 0061 LumtL y-= i r:i i 00'61 LSM? OL i- •• ? ? I?;?. W?6L !8!61101 00:0 zo/o „r •I : 1 ri ...:, i. j I I ? "'? OD:6L L6/6L18 ri o0:6t101gLIG f :.ir L ;q: 40s1 amla I ..rrr.. ,... : mat mum 1 "w ':'I I'i rilr i.iFir. r. n::r r r: ? i•',i???1?:Ti;:? j _.. F.. ,;1::,.;' :.;i.: 00:61! I •' 00:6L 461oElc 1+ ao:sL c&zLrL 00:6L, L61"14 I .1. .r. r.. r. r •. .:....r..r.. .. ... '?:. ; . ':::.;.. '•-: ? .:.:' •.:;;:::',:I::' .. r: '? - - -:I:: 'r`:i ? ? irk 00'6L tale/t ? r .rrr. ?. . i'1 '.:I Vii!: :Ir.F ri . ,. •t Ir I oo:sc Ls/ezlo r• i._•. ? 04*6L 1610L4 r• r .. 00:6t Mwo ;r.. ; 00:6L L018 .. : ' oo:sL LGGL/S . I ;:' :,Ir?r. • ..I^' , - !,?':. 00:8! 18lLLlS 00:9 lams OO?s4 L6/5ZJ9 r i I .i I ?1 : • .. ..r. r.l.r rr. is ?: I.?;. .i I? .? i. ..:I: •... r••?I,... ! i'i'.?r.?r 10 :QL 161610 00:0 VwUll 08:6L LGNM `..:. 00:61 L6lbl£ r i oo6L 16r9L,i: 00:4 L610LR II oaEt Lb/ea11 ma LGmm r.r r " :: ::. i •,••I:: i i 77 e3° j ? •. .::•:'::::.:.?:,,:..:. ; "?? ? '? f?. , :. a0:E19610CfZ1 a 1 I , ? ? °o, ° $ ? QUL 961LUZt N I N N ? iY G> 7aod UC 196C6H m a .FROM WASHINGTON 02.20.1998 12:10 P.01 FACSIMILE TRAN?y11TjAL HEADER 57.11=?Ti Fff t= of ihR f mm. -I Aq 26-11; IFM progv .M agtmcq is 9QZG4 C4MMANp1 4Fr7 I NAME' OFFICE af?iGE i c ?IONE PAX NO. F>;01A; MBa? tAUTQVQNICamm.J IAUTOVCN/Camm.! MASH IINGTON RECULA70P.Y C?rAb!/-C'a' nW (919) 975-1676 (919) 97[-1399 FIELD OFFICE o. . vv'kb? • LL J'o'e. Da rV\ -1-7P4 j GLASSiF1CAT14N PRECE-Merlc: NQ,PRG{3 DATE-711ME MONTH YEAR REU.48ER'3 57GNAT11R1 (Inc:udiny ftlit`s Headerf 40 j L q9 c) GL E? W V ?9r t+ '7 'Z AWARKE Please review NCDOT's request for a permit modification concerning the Ballance Farm Mitigation Area in Currituck County, North Carolina. DOT proposes; 1) DOT has revised the cross sections shown on flan Sheet Number 2. They have decreased the width of the channel from 80 feet to approximately 20 feet. 2) The planting zones described in, the Mitigation Plan (figure 30) will be similar, with zone 2 encompassing the larger area. These areas will be planted as statcd in the mitigation plan depending on species available, Please let me have your comments by March 20, 1998. Tha ike ell ,FROM WASHINGTON 02.20. 1998 12:10 P.02 February 19, 1998 Summery of Proposed changes to the Ballance Farm Mitigation Site Plan Sheets The implementation plan sheets distributed on January 9, 199$ for the field inspection meeting held on February 12, 1998 have been modified. These inodi fications are proposed based on discussions among those who attended the ficld insspcction meeting. The Department has been collecting wind tide data at the site for aver a year and has determined that the elevations proposed in the plan sheets for the coastal marsh creation area will not maximize the planting area to the extent desired. Thercfore, we have revised the cross sections shown on Plan Sheet Number 2. We have deereazcd the channel width from 30 feet to approximately 20 feet. The planting zones as described in the Mitigation Plan {figure 30) will be similar, with zone 2 encompassing the largest area. These areas will be planted as stated in the mitigation plan depending on sepcies availability. P5 k4S1y11V1GTON?B Needham, Jernigan M4y °lhoe & Associates, Inc. 0 291991 Environmental Consultants Robert N. Needham (919) 371-60 Leon S. Jernigan, Jr., Ph.D. (919) 894-7882 Richard G. Harmon (919) 799-7542 Rt. 1, Box 36-10, Winnabow, N.C. 28479 24 May 1991 Mr. Ralph Thompson Regulatory Field Office US Army Corps of Engineers P.O. Box 1000 Washington, NC 27889-1000 Dear Mr. Thompson: This is in response to your 15 May 1991 (Action ID. 199102023) request for information on alternatives for the application at Soundside Estates, Grandy, Currituck County, NC. Attached is a copy of the Alternatives Analysis prepared by our firm. Should you have any additional questions please call (919)371-6082. Sincerely; Robert N. Needham CC: Mr. Lee Pelej, EPA Mr. John Parker, Coastal Management Mr. David Griffin, Coastal Manageme Ms. Debra Sawyer, NC-DE Mr. John Dorney, NC-DEM Mr. Wilson Laney, US Fish & Wildlife Mr. Dennis Stewart, NC Wildlife Res. Comm. Mr. Ron Sechler, Natl. Marine Fisheries Serv. Mr. H. B. Briggs, Planner - Currituck County Hwy /S E? Sovth n /lrc 0 Hu',j1. q ?6va? ,stick Aswbe Arc 0 Aehl? ?yel?w ?n? sel F,'c,ke ? /S ?1C .3 i9mj-4' ? '494N 7/-f 0'tie e/ fle/r //% 5 yNer? y ?.95 &wev ??S'?Bur?ti S 'off Y?.to?a? ?o ?Ar?+i° - p ?r ,8¢rc v Fi` G! d ?dY k 446 ED, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 404(b)(1) ALTERNATIVES ANALYSIS for SOUNDSIDE ESTATES Grandy, Currituck County, NC Applicant: Mr. Ralph Barco Prepared by NEEDHA M, JERNIG AN, & ASSOC., INC. 9`29 0????? ' ALTERNATIVES ANALYSIS ' Proposed Project: The location and description of work for Soundside Estates are described in the permit ' application. Purpose and Need: The purpose of the proposed road is to provide access to a historic fill. Associated with this ' historic fill is an existing boat ramp that is on the adjoining tract of land. The need for a road results from the sell of an adjoining tract of land approximately 6 years ago by the brother of the applicant. The route of historic access to the existing boat ramp was across ' that tract and is no longer "practicable" (see 2 C below). The Currituck County Land Use Plan on page 9.9 states; "Water Access: For subdivisions of twenty (20) or more lots, where property being subdivided abuts public trust or estuarine waters, adequate areas suitable for access to those waters by the property owners shall be established. At a minimum, this area shall include 20,000 square feet, and shall be ' contiguous to the tract being developed." The Land Use Plan recognizes the need of providing water access to new property owners ' in subdivisions. Certainly, one of the major factors affecting the purchase of lots by new owners is water access. The County, in their Land Use Plan, have put the burden of ' providing water access on the subdivision owner. The rationale for this requirement is to prevent new homeowners from requesting the County provide boat ramps at tax payers expense. ' Alternatives: 1) No action: This alternative would have no impact on waters of the United States. It would not provide ' the property owners of Soundside Estates access to Currituck Sound, yet the County requires deeded access, which has been provided. The no action alternative will result in a County required water access area that does not provide water access. 2) Other project designs: ' A). Originally the applicant proposed excavating a canal through the historic fill and wetlands area to a high ground location. A basin could then be excavated for a boat ramp 1 1 G ' and 3-5 slips for temporary mooring. This would result in dredging a 230 ft. by 20 ft. canal through wetlands with a total length of 600 ft. Representatives of NC DEM and Land Quality expressed concerns over water quality in a 600 ft. long canal, and implied a permit ' for such would be denied. They suggested a fill road would receive more favorable review. At that point the canal option was no longer pursued. ' B). A wider road with more elevation and an alignment that impacted more wetland acreage was proposed. This included additional fill near the ramp for vehicle and trailer parking. C). The owner has negotiated with the land owners to the south in an attempt to obtain the historic access route. A copy of their demands for a non-exclusive easement is enclosed as appendix A. The following table indicates the excessive cost of their proposal. 0 COST FOR ADJACENT ACCESS:.... ..... ` Easement improvement to satisfaction $5000 Lot maintenance assessment (annual) $50/lot Surveying& legal fees $3000 Pay remaining balance on Currituck Shores $10000 Plus accrued interest on loan $3500 SUBTOTAL $24350 PLAN "A" PLAN "B" One cash payment Upon closing for ea. within ten days $28500 of 57 lots pay $1500 SUBTOTAL $28500 SUBTOTAL $85500 TOTAL $52,850 TOTAL $109,850 D). Preferred Alternative: After consultation the applicant revised the road plans to ' incorporate existing uplands and spoil piles in the alignment (see map). This, plus a narrower road, reduced the wetland impact. The parking area for vehicles and trailers has been moved west to the existing uplands. An existing ditch which was part of the previous ' farm will need to be filled. The reason for filling the ditch is to provide adequate turning radius for a vehicle with trailer in the vicinity of the boat ramp. A second existing ditch, ' north of the one proposed to be filled, will facilitate the present drainage pattern. The fl 2 1 W ' r ? o 13316 Ld W ' C-L ?- N y 40 l 3 CL s1 Z LL: o l ' ? ? lL. 1 ? ?1 v 1 1 ? o v'1 •o `' 1 T N Q N Z, . 3 p It Ln Z_ A t-+ 4 i alignment chosen represents the route of least wetland impact by incorporating existing spoil piles in the road construction. Other road alignments on the property would impact ' a larger square footage of wetlands. A review of the Federal Register, April 10, 1991 indicates a proposed cahnge in Nationwide Permit #14 for Minor Road Crossing. Should this change occcur the proposed access road will fit the conditions and be authorized by Nationwide Permit (without mitigation). The road alignment is completely outside the 75' Estuarine Shoreline. A portion of the ditch fill is within the A.E C. Reconstruction of the existing dock and bulkhead, and new boat ramp are currently authorized by State and Federal General Permits. Mitigation is proposed for the unavoidable wetland impact. Historic spoil piles associated ' with the old farm ditch will be removed. A 4975 square foot area of uplands will be graded to the level of wetlands. This will separate uplands from the existing ditch, allowing the ' created wetlands to serve as a buffer. The following table indicates the respective sizes of proposed fill areas and the associated mitigation. MITIGATION FILL AREAS Upland Site "FA" 420 SF 4975 SF "FB" 210 SF ROAD FILL "SPY" 800 SF "FC" 2220 SF "SPH500 SF 2850 SF Total "SPH," 135 SF "FD" 1120 SF DITCH FILL TOTAL 6410 SF TOTAL 3970 SF ±2440 SF Due to the narrow and level nature of the mitigation site, no planting is proposed. Adjacent ' vegetation should rapidly establish since the spoil piles to be removed are in former wetlands. The individual areas are small and surrounded by wetlands, except the large ' upland site. This site has a 155' edge along the ditch which is partially vegetated with fresh water species. The width ranges from 13' - 50'. We believe seeds and rhizomes from the wetlands will invade and provide cover within the first year. I ' The following year we would conduct vegetation sampling to determine the amount of coverage and species composition. This option allows for determining which native wetland species "naturally" establish on the site. Should coverage be less than 50%, following the ' first year, we will be better able to select species for planting that have the greatest chance of success. Adjacent wetlands are dominated by rice cut grass (Leersia orvzoides). ' The slope between uplands and the mitigation areas will be grassed and/or silt fenced to prevent erosion into the mitigation site. The actual mitigation site will be nearly level, ' bordered by wetlands, and not subject to erosion or inundation. ' 3) Other sites: Alternative boat launching areas are available in the vicinity of Soundside Estates in the ' form of two public boat ramps. The ramp to the north is approximately four miles distance. The nearest ramp to the south is over ten miles. These two launching facilities are limited ' in capacity. Additional usage by Soundside Estates residents may overload these facilities, thereby resulting in the need to construct new and/or larger facilities to accommodate increased public need. Since bulkheaded uplands already exist on the Soundside Estates ' property, allowing construction of an access road would reduce usage of public facilities by the private residents of Soundside Estates. This alleviates the potential need and cost of improving public access in the near future. The public sites can thus be saved for use by lot ' owners of interior subdivisions which are unable to provide direct water access (the goal of the County Land Use Plan, as stated under Purpose and Need). ' Physical/Chemical Characteristics and Anticipated Changes: ' 1) Substrate: ' The proposed work would change approximately 2850 ft.2 of wetland soil to a surface of crush and run fill. The elevation of the road bed would be one foot higher than the existing topography. The 1120 ft.2 of unvegetated ditch will be filled with clean sand from an upland ' source. To compensate for these losses the applicant, proposes to remove additional existing spoil piles from wetland areas and to grade down a portion of an adjacent upland area. 2) Currents, circulation, or drainage patterns: The proposed work would result in minor changes in drainage patterns only in the southern portion of the property. One change involves filling a ditch which connects to Currituck ' Sound, causing the present flows to revert to the original channel. Changes in surface flow 4 I should be minimal since the area of proposed road fill has no evidence of inundation. These minor changes may be offset by the removal of other existing spoil piles that are presently interfering with surface flow. 3) Suspended particulates and turbidity: Construction activity will result in temporary soil erosion and siltation. Through the use of standard erosion and siltation controls, these impacts will be kept at a minimum. 4) Water quality (temp., salinity patterns, etc.): Impacts to water quality will be short-term and primarily associated with construction activities. Since the applicant proposes to mitigate for the wetland acreage loss associated with the road construction, wetland functions (sediment and nutrient traps, etc.) should only be impaired during construction. Biological Characteristics and Anticipated Changes: 1) Special aquatic sites (wetlands, etc., as defined in 40 CFR 230.40-45): The road fill would eliminate approximately 2850 ft.2 of wetland. The applicant proposes to ' mitigate this loss by creating a greater amount of wetlands on site. The proposed mitigation will exceed the fill by 2,440 ft.2 which is approximately 11/2:1. ' 2) Habitat for fish and other aquatic organisms: The proposed fill for the existing ditch will result in the loss of habitat for fish or other aquatic organisms that utilize the open water of the ditch during periods of high wind and tides (see photo 1). 3) Wildlife habitat (breeding, cover, food, travel, general): The existing wetland provides only minimal wildlife habitat in its present state of disturbance. The proposed route for the access road is on the highest elevation of wetlands on the tract. This area was utilized during past logging operations and resulted in a high quantity of pine limbs and residue (see photo 2). Therefore, the present values are low. The proposed work will not significantly affect wildlife habitat or usage due to its minimal impacts and associated mitigation. 5 1 . , -?r ? ' i ,1 A- ? 4 ? w. ? ;? ? /? j' t i k ?? ? .i ?_ ?? :?". V ?? r { .. ???, ?? ?, f ? I M T ??? w ??? ? ??: ?_' ?:? .:s ??js?.S.?s?? ?sires?t``ia ?:???+.•.d?r j. J s /A r? r 1 ' 4) Endangered or threatened species: No direct or indirect evidence exists for endangered or threatened species on the site. 5) Availability of possible contaminants in dredged or fill material (spill records, runoff from surrounding area, etc.): The applicant will use existing spoil piles and clean crush and run as road fill. Human Use Characteristics and Impacts: 1 Recreation: 71 ?l 1 w The proposed access road will increase recreational use of the dock, ramp, and surrounding area (i.e. fishing, boating, etc.). This increased usage should not adversely affect the -° 41 resources of the area since it will be limited primarily to the residents of Soundside Estates. 2) Aesthetics of the aquatic ecosystem: - The proposed work will not change the aesthetic appearance. of the area significantly. As previously mentioned the road construction requires very little fill material since existing spoil piles will be utilized. Even though aesthetics are of subjective perception,_it is suggested that the road will be more aesthetically pleasing than what now exist (see photo 3). The applicant has also proposed removing approximately 15 large pine stumps. The removal of these stumps and revegetation will result in a more "marsh like look" which most will agree is more aesthetically pleasing (see photo 4). - 3) Traffic/transportation patterns: The proposed work will not adversely affect traffic patterns in the vicinity. Denial of the permit will result in Soundside Estates residents travelling to one of the public boat ramps in the area. Denial will increase traffic congestion in the vicinity of Soundside Estates entrance and the vicinity of the public boat ramps. 4) Energy consumption or generation: Energy consumption in the form of gasoline usage will be less if the proposed work is allowed. Soundside Estates residents will not have to trailer their boats several miles to the public boat ramps (8-20 mile round trip). From the present public ramps the tendency will 1 ? ?? y? ? ? ? ?a ¦ Olt ?t t =be-t&return by. boat to the "home" area. This represents additional fuel usage that would _ not'be uicnrred'if using the proposed private ramp. I 5) Safety: Since highway 158 is a four-lane road, vehicles trailering boats create passing hazards .for other motorists. The proposed work would result in less traffic on highway 158 associated with boat launching. 6) Noise: Construction activity will result in a short-term increase in noise levels. This increase will be minor and related primarily to grading and truck noise associated with road construction. The period should not exceed several days. 7) Land use classification: The proposed work requires no zoning changes. required in the Land Use Plan: water access. 8) Economics: Indeed it is a request to utilize the:area as The proposed work would improve the value and marketability of the property. 9) Prime and unique farmland (7 CFR Part 658) 10) Consideration of private property: N/A ' The applicant would realize economic benefits from the proposed improvements to the property. Denial will result in an economic hardship if forced to pay $52,000 - $109,000 for access from the historic route. It should be noted that two shareholders of the adjoining ' tract are attorneys. The cost to the applicant to litigate against these shareholders is prohibitive; the chance of success - negligible. Summary of Secondary and Cumulative Effects: The proposed work will enhance the marketability of the lots at Soundside Estates, thereby resulting in more rapid residential development of the property. However, the lots will be ' sold and developed with or without the proposed improvements to the property. With the 7 ' exception of temporary wetland loss, most of the impacts of the proposed work are short- term, minimal and reversible. In addition, the applicant proposes to remove other existing ' upland spoil piles from wetland areas on the property and to grade down a portion of an adjacent upland area to the elevation of the wetland. This mill, result in a net gain of wetlands on site and fulfill the President's "no net loss" policy. Access roads of this type ' may be authorized by Nationwide Permit if presently proposed changes become Regulation. I 8 1 ' NORMAN W. SHEARIN. JR. Roy A. ARCHBEI.I., JR. S=AmN & ARCHBFij, ATTORNEYS AT LAW SOUTHERN SHORES Lew BUILDING KITTY HAWK, NORTH CAROLINA TELEPHOPME (919) 261-2391 TELEPAX 19191 261-3646 February 14, 1990 ' Mr. Ralph E. Barco P. O. Box 456 Grandy, NC 27939 ' Re: Campshores, Inc./Soundside Estates MAn.xNG ADDRESS, POST OFFICE BOX 269 KITTY HAWS. NC 27949 ' Dear Ralph: As I advised you in our telephone conversation last week, ' Campshores, Inc. is willing to grant to you for the sole benefit of future owners of lots in Soundside Estates a non-exclusive easement for access to Currituck Sound in the area of the boat launching ramp situated in the northeast corner of the Currituck ' Shores development. Because of the existing covenants and legal structure of Currituck Shores, the sound access easement must be dedicated on the subdivision plat of Soundside Estates. ' Campshores, Inc. will join in the plat to make the dedication. Further, the use and maintenance of the sound access ' easement must be dealt with specifically in the covenants for Soundside Estates. Other matters of concern to Campshores, Inc. such as access to other areas of Currituck Shores must also be addressed in the covenants for Soundside Estates. Subject to our working out details regarding the language in the covenants for Soundside Estates, Campshores, Inc. will grant ' you a non-exclusive easement for access to Currituck Sound in the area of the existing boat launching ramp solely for the use and benefit of lot owners in Soundside Estates upon the following ' terms and conditions: (1) The easement will be physically located in a manner satisfactory to Campshores, Inc. so as to tie into the existing planned road system in Currituck Shores. (2) The easement will be improved by you at your sole ' expense in a manner satisfactory to Campshores, Inc. (3) The covenants for Soundside Estates shall provide some ' means for Campshores, Inc. to assess the lot owners in Soundside Estates for the continued maintenance of the access easement and boat launching area. t 0 F 11 f Page Two Mr. Ralph E. Barco February 14, 1990 (4) All expenses such as surveying and legal fees shall be borne by you. As consideration for granting an easement and to partially compensate for the loss of a campsite, Campshores, Inc. proposes the following: (1) You promptly take care of the remaining balance owed by Campshores, Inc. to your brother Wendell of $10,000.00 plus accrued interest. (2) You pay Campshores, Inc. $28,500.00 in cash within 10 days of the date of this letter or agree to pay to Campshores, Inc. the sum of $1,500.00 per lot out of each lot closing. If you elect to pay Campshores, Inc. out of each lot closing, some satisfactory arrangement will need to be worked out to evidence and secure the deferred payment. This proposal or offer must be accepted by you within 10 days from the date hereof by payment of the sums stated or the offer will expire.' Hopefully, this proposal is satisfactory to you. However, if you want to discuss it further, please let me know. Yours sincerely, /s/ NORMAN W. SHEARIN, JR. Norman W. Shearin, Jr. NWSjr/dbw cc: Mr. and Mrs. R. H. Ferrell, Sr. Mr. E. Travis Morris Mr. Roy A. Archbell, Jr. Mr. Robert E. Ferrell, Jr. Mr. Charles J. Vogt Ms. Deborah L. Ferrell Mr. Robert N Needham Needham, Jernigan & Associates, Inc. Environmental Consultants r` ,y . .r Robert N. Needham (919) 371-6082 Leon S. Jernigan, Jr., Ph.D. (919) 8947882 Rt. 1, Box 36-10, Winnabow, N.C. 28479 13 August 1991 Mr. John Dorney Div. of Envir. vianagCiilCiit N.C. Dept. of Envir., Health & Natural Resources P.O. Box 27687 Raleigh, NC 27611-7687 Dear Mr. Dorney: This letter is in response to our phone conversation following your onsite inspection at Soundside Estates, Grandy, Currituck County, North Carolina. You requested clarification of the mitigation proposal. Attached is an addendum to the mitigation proposal as stated on page 3 of our firm's Alternatives Analysis. You are also aware of the request of the N.C. Wildlife Resources Commission to not fill the existing ditch. Should the ditch fill be conditioned out of the permit than there will n permit. As stated at the bottom of page 2 of the Alternatives Analysis in 1 rin ; "the reason for filling the ditch is to provide adequate turning radius for a vehicle with trailer in the vicinity of the boat ramp." We should have clarified, that if the ditch is not filled, the proposed road will be a dead end at the boat ramp with no means of turning around. Without being aware of the property line between Soundside Estates and Currituck Shores this may not be obvious during an onsite inspection. The request, by the Wildlife Commission, to prohibit the filling of the ditch is confusing in light of comments from both N.C. Div. of Marine Fisheries and the National Marine Fisheries Service. Neither of these agencies, responsible for fisheries habitat, object to the loss of "minimal habitat value" of the ditch. We mention this item to clarify. Without the ditch fill there will be no mitigation; as the project can not serve its 1 P intended function. Should you have questions or comments regarding the addendum to the mitigation plan please contact our office at your earliest convenience. Sincerely, Robert N. Needham cc: Mr. Ralph Barco P.O. Box 366 Grandy, North Carolina 27939 Mr. David Griffin District Manager, CAMA Rt. 6, Box 203 Elizabeth City, North Carolina 27909 2 dA.-I Addendum to Mitigation Proposal in Alternatives Analysis, Soundside Estates The first sentence of the second paragraph (below the table) should be changed to: "Due to the narrow and level nature of the mitigation site, no immediate planting is pro- posed". The rationale for this statement follows: • The permit can not be issued until late summer. • This is not a good time for transplanting due to the poor survival rates this time of year. • Nursery plants grown during the spring should have higher survival rates than for transplants. • Transplanting is not the most efficient means of revegetation. • There are 16 species (see attachment) in the adjacent wetlands to chose for planting. • Mitigation site preparation should be completed at the earliest time to facilitate: Fall seeding from adjacent wetland areas. Rhizomes from adjacent wetland areas. • Spring vegetative sampling to determine if the mitigation site exceeds 50% vegeta- tive coverage. • The 50% criteria reflects that only late fall of 1991 and early spring of 1992 will be available for natural revegetation. If the site, observed at less than 1 growing season, exceeds 50% cover there seems little need for additional planting. • Should coverage be less than 50% - A list of invading species should indicate those species most likely to survive if planted. • Implementation, if necessary, during early summer 1992. • Should planting be necessary, it will be at 2'x 2' centers in areas devoid of vegeta- tion. • Most of the adjacent species listed are prolific seed producers, i.e. invaders. • If planting is necessary, we suggest Rose Mallow, Soft Rush, and Duck Potato. Species Observed in Wetlands Adjacent to Proposed Mitigation Areas at Soundside Estates Leersia oryzoides Polygonum nunctatum Osmunda regal Cynerus spp. Carex spp. Juncus effusus Sium suave Sagittaria latifolia Scirpus cyperinum Hibiscus moscheutos Eleocharis sp. Typha latifolia Lobelia cardinalis Mikania scandens Commelina vir inica Thely to eris nalustris Rice cutgrass Obl Knotweed FacW Royal Fern ON Sedges (4 species) ? Soft-rush FacW Water parsnip Obl Duck potato Obl Woolgrass Obl Rose mallow Obl Spike-rush Obl Common cat-tail Obl Cardinal flower Obl Climbing hemp-weed FacW Dayflower FacW Marshfern Obl Needham, Jernigan & Associates, I4C u a!1®J Environmental Con s <? Robert N. Needham (919) 371-6082 ??' r u Q Leon S. Jernigan, Jr., Ph.D. (919) 894-7882 Rt. ?Bo 310?nbo .C. 28479 N Q Sty. %t ? ? 13 August 1991 Mr. John Dorney Div. of Envir. Management N.C. Dept. of EHNR P.O. Box 27687 Raleigh, NC 27611-7687 Dear Mr. Dorney: This letter is in response to our phone conversation following your onsite inspection at Soundside Estates, Grandy, Currituck County, North Carolina. You requested clarification of the mitigation proposal. Attached is an addendum to the mitigation proposal as stated on page 3 of our firm's Alternatives Analysis. You are also aware of the request of the N.C. Wildlife Resources Commission to not fill the existing ditch. Should the ditch fill be conditioned out of the permit than there will be no permit. As stated at the bottom of page 2 of the Alternatives Analysis in 1 rin ; "the reason for filling the ditch is to provide adequate turning radius for a vehicle with trailer in the vicinity of the boat ramp." 'Ne should have clarified, that if the ditch is not filled, the proposed road will be a dead end at the boat ramp with no means of turning around. Without being aware of the property line between Soundside Estates and Currituck Shores this may not be obvious during an onsite inspection. The request, by the Wildlife Commission, to prohibit the filling of the ditch is confusing in light of comments from both N.C. Div. of Marine Fisheries and the National Marine Fisheries Service. Neither of these agencies, responsible for fisheries habitat, object to the loss of "minimal habitat value" of the ditch. We mention this item to clarify. Without the ditch fill there will be no mitigation; as the project can not serve its intended function. 1 Should you have questions or comments regarding the addendum to the mitigation plan please contact our office at your earliest convenience. Sincerely, 449OXI-01?? Robert N. Needham cc: Mr. Ralph Barco P.O. Box 366 Grandy, North Carolina 27939 Mr. David Griffin District Manager, CAMA Rt. 6, Box 203 Elizabeth City, North Carolina 27909 2 OFFICE OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME Soundside Estates/Ralph Barco 2. LOCATION OF PROJECT SITE Across Hwy 158 from SR 1128, Grandy, Currituck County, Currituck Sound PHOTO INDEX: 1989: 38-25: D-12, E-12 1984: 127-701: M-20 STATE PLANE COORDINATES: X: 2924100 Y:919250 3. INVESTIGATION TYPE: DREDGE & FILL X CAMA X 4. INVESTIGATIVE PROCEDURE: (A) DATES OF SITE VISIT 04-30-91 (B) WAS APPLICANT PRESENT No 5. PROCESSING PROCEDURE: APPLICATION RECEIVED May 2, 1991 OFFICE Elizabeth City 6» SITE DESCRIPTION: (A) LOCAL LAND USE PLAN Currituck LAND CLASSIFICATION FROM LUP Rural, Conservation DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP Fill of wetlands limited (B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE X COASTAL WETLANDS PUBLIC TRUST WATERS X ESTUARINE WATERS X OTHER (C) WATER DEPENDENT: YES X NO (D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL X (E) TYPE OF WASTE WATER TREATMENT: EXISTING None PLANNED Individual Septic Systems (F) TYPE OF STRUCTURES: EXISTING Old pier PLANNED Pier, ramp (G) ESTIMATED ANNUAL RATE OF EROSION N/A SOURCE 7. HABITAT DESCRIPTION: (A) VEGETATED WETLANDS 404 Wetlands FA FB FC FD (B) NON-VEGETATED WETLANDS: Ramp Pier (C) OTHER: Highground to wetland elev (D) TOTAL AREA DISTURBED: AREA DREDGED FILLED OTHER 420 sq ft 210 sq ft 2220 sq ft 2015 sq ft 100 sq ft shaded 172 sq ft 6275 sq ft 11,412 square feet (.26 acres) 8. PROJECT SUMMARY: Applicant proposes to construct a fill access road across freshwater wetlands, fill in a man-made ditch, construct a boat ramp (12' X 25') and an L-shaped pier and remove 15 to 20 stumps from a wetland area on his subdivision development Soundside Estates_.__ Soundside Estates/Ralph Barco Bio Report Page Two Site Description The applicant currently owns 54 acres located on the Currituck Sound across from SR 1128 in Grandy, Currituck County. The property has been subdivided and interior roads have been put in. The applicant is currently developing the property into Soundside Estates Subdivision with single-family residential lots averaging 30,000 square feet. The majority of the interior of the property is sandy and has been graded extensively. Rye and fescue lawn grasses now cover these areas. Section 404 wetlands exist along the Currituck Sound extending landward 400' to 6001. These wetlands have been logged and cleared and now exhibit secondary wetland growth. On the southeastern corner of the property along the Currituck Sound, an approximate 1/2 acre upland area exists. This area has been traditionally used for access to Currituck Sound. However, the applicant does not have :a highground connection to this water-access area. The property line for the applicant divides this area so that access to this site exists only across adjacent property. An old wooden bulkhead currently exists on the property providing limited erosion control. A 5' X 45' shore-parallel dock runs across the shoreline with a 3' X 30' pier extending into Currituck Sound from one end of the dock. Both the dock and pier are severely deteriorated and unsafe for use. An old agricultural drainage ditch 10' to 12' wide forms the Northern boundary of the 1/2 acre upland area and bisects the freshwater wetlands as it runs inland. Submerged aquatic vegetation are present in portions of this man-made ditch. A coastal wetland fringe of Juncus roemerianus exists along the south bank of the ditch. The freshwater wetlands located immediately landward of the 1/2 acre highground on the Sound, have been logged and cleared. Secondary growth vegetation in this wetland consists of soft needle rush (Juncus effusus), broomsedge (Andropogon spp.), rye grass, (Elymus virginicus), sedges (Carex spp.), rice-cut grass (Leersia oryziodes) and scattered cattails (Typha gip.). Small willow, gum and red maple trees are also present throughout the wetland area. The applicant desires to develop and achieve water access to Currituck Sound. To this end, the following development activities are proposed: 1) A 25' long by 12' concrete boat ramp extending out into Currituck Sound. 2) A 4' X 33' pier extending into Currituck Sound attached to a 4' X 30' shore-parallel dock. These are to be constructed where the existing dock and pier are located. Soundside Estates/Ralph Barco Bio Report Page Three 3) The existing -15' wide ditch is proposed to be filled in for a length of 120' landward from the Sound. This would enlarge the upland area adjacent the Sound. The total area filled would equal 2015 square feet. 4) To achieve access to Currituck Sound, an 18' wide (bottom width) fill, access-road is proposed across the wetland area. A total of approximately 200 linear feet of wetlands would be impacted. A total of 2850 square feet of wetlands would be filled. 5) To offset wetland losses associated with the filling of the ditch and the access road, the applicant proposes to reduce the elevation of 6275 square feet of upland areas. These areas are proposed to be reduced in elevations: A) 4975 square feet of upland area now growing in rye and fescue; B) 800 square foot relic spoil area adjacent the wetland area; C) 500 square foot relic spoil area adjacent the wetland area. The current mitigation plan involves only the reduction in elevation to wetland elevation. No vegetation is proposed to be planted. The applicant feels existing native wetland vegetation will quickly vegetate the areas. Anticipated Impacts The construction of the fill, access-road will result in the loss of 2850 square feet of existing 404 wetlands. The filling of the man-made ditch will cause the loss of 2015 square feet of shallow-water habitat, some SAV's and some wetland fringe areas. The reduction of 6275 square feet of upland to wetland elevation may offset the wetland losses above. .,,, CAMA Review Both Coastal and 11404" Wetlands are placed in the Conservation land classification by the 1985 Currituck County land use plan. For Conservation classed lands, Currituck's overall policy calls for "long-term management to maintain these resources" and to steer development away from sensitive areas so that the "associated results of development will be of less possible harm to conservation class areas" (p. 86). Throughout the 1985 plan, Currituck County emphasizes its Soundside Estates/Ralph'Barco Bio Report Page Four natural resources, highlighting the estuarine system as a fishery nursery and habitat and placing importance on avoiding any irreversible damage to wetlands. Under the Local Land Use Policies section, the County's plan more specifically addresses wetlands with the following policy: "Allow no development on areas designated as wetland which would require dredging or filling except for farm uses, placement of utilities, or uses which would require the interface of wetland areas with water uses (such as marina development) and only with adherence to rules and regulations of LAMA and Corps of Engineers 404 permits." Given the nature of the proposed wetland fills in this application, the ability of the proposed development to meet the County's specific wetlands policy and overall natural resource philosophy will hinge directly on the acceptability of wetland mitigation, fill reduction and other alternative measures. Submitted by: David R. Griffin Date: May 8, 1991 Please type or print. Carefully describe all an- ticipated development activities, including construc- tion, excavation, filling, paving, land clearing, WTA D stormwater control. If the requested information is not relevant to your project, write N/A (not ap- plicable). Items 1-4 and 8-9 must be completed OW 2 '91 all projects. I 'APPLICANT -. T-W r,v ?e?v ??c . a. Name Ne&Alm Address 1' A / G&I 2? -/v City 4Ji& /V A b o u State Zip 11 y 7 9 Day phone - o Landowner or Authorized agent b. Project name (if any) Sou ivds, eye 4'<ewres c. If the applicant is not the landowner, also give the owner's name and address. 9& R,91nh q5 ???tid? ; ovc. x793 9 2 LOCATION OF PROPOSED PROJECT a. Street address or secondary road number f?wU ? S:? Across ?r or, .S R 1 /aft b. City, town, community, or landmark &f-4/t/4 c. County Co- r r ?' A,, t k d. Is proposed work within city limits or planning jurisdiction? e. Name of body of water nearest project C?rr,'?wck Smvwo? 3 DESCRIPTION AND PLANNED, _ USE. OF PROPOSED PROJECT a. Describe all development activities you propose (for example, building a home, motel, marina, bulkhead, or pier). / _ Res e d e . iw /o fS , rPCCeS s Y oAo? ?"o 6k/khra; All ai P Y, If you plan to build a marina, also complete and attach Form DCM-MP-2. b. Is the proposed activity maintenance of an ex- isting project, new work, or both? Le fh ,1C6r.SS -r0A9d is hj td c. Will the project be for community, private, or commercial use? f L19 m m ?iTV d. Describe the planned use of the project. b o.9 ?i n??? r P.s, s 7?c Carr,' {u c k Sep n.,? :'4 LAND AND WATER ='- CHARACTERISTICS ` a. Size of entire tract 6-11.1 ± Acres b. Size of individual lot(s) 3v oo? F, c. Elevation of tract above mean sea level or Na- tional Geodetic Vertical Datum 3 ! . / E - d. Soil type(s) and texture(s) of tract erne-76e, a 1y e/V, : m m d , D r??.s f end. ??? My S,? ?ike e. Vegetation on tract euf oUBr - X4 e -54.fY?w A ,d ,9/d /,;t ?d g,?AssP_S they 6s. f. Man-made features now on tract 'T -11ved - I'aAd g. What is the CAMA Land Use Plan Classifica- tion of the site? (Consult the local land use plan.) . Conservation Transitional Developed T Community Rural Other h. How is the tract zoned by local government? cvm /ZZ a Zvi Y v i. How are adjacent waters classified? S j. Has a professional archaeologi?cal survey been carried out for the tract? /VD If so, by whom? 5 UPLAND DEVELOPMENT Complete this section if the project includes any upland development. a. Type and number of buildings, facilities, or structures proposed 9 *2 u 0s ? de-, Ls/ Lae _t b. Number of lots or parcels u iv s c. Density (Give the number of residential units and the units per acre.) -S home, r 46yr- (SCIcres d. Size of area to be graded or disturbed ao v - cce e. If the pro sed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimen- tation control plan at least 30 days before land disturbing activity begins. If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? e_5 eq ti roved f. Gibe the percentage of the tract within 75 feet of mean high water to be covered by im- permeable surfaces, such as pavemr?ent, buildings, or rooftops. 5- 1- qtv S- g. List the materials, such as marl, paver stone, b. asphalt, or concrete, to be used for paved surfaces. !"Arl ea' boA/ 11"nss head qr (;r-. r-53 c. d. h. If applicable, has a stormwater management plan been submitted to the Division of En- ?EE? 2 e. virontriental Management? e S f. i. Describe proposed sewage disposal and/or waste AW g. water treatment facilities. 5,0,9f (r- 7-,fw k c d AWOV14 -4 V j. Have these facilities received state or local approval? _ 4ng e S k. Descri a exis treatment facilities. sl} 1. Describe location and type of discharges to waters of the state (for example,- surface runoff, sanitary wastewater, industrial/commercial effluent, or "wash down"), s e J s / 6gr gay,-,4c t rutvpa 60M r,4,; V"%1( m. Water supply source I Nd wt'?uA I to.-It n. If the project is oceanfront development, describe the steps that will be taken to main- tain established public beach accessways or pro- vide new access. o. If the project is on the oceanfront, what will be the elevation above me n sea level of the first habitable floor! 19% 6 EXCAVATION AND FILL INFORMATION a. Describe below the purpose of proposed excava- tion or fill activities (excluding bulkheads, which are covered in Section 7). Length Width Depth Access channel (MLW) or (NWL) Boat basin Other (break- ,A? r water ter, e% oat tamp, MM roc jetty) Fill placed in wetland -or- elow MHW --?? Upland fill areas ? t 5 /N 3?, Y• H a , 12? 19 ! -? a. Amount of material to be excavated from below water level in cubic yards • A-10 1.e, Type of material 42642R, Does the area to be excavated in; lude marsh- land, swamps, or other wetlands. High ground excavation, in cubic yards Dimensions of spoil disposal area N ^''e Location of spoil disposal area ;F h. Do you claim title to the disposal area? If not, attach a letter granting permission from the owner. i. Will a disposal area a available for future maintenance? If so, where? j. Does the disposal area inclu a an marshland, swampland,'or water areas? _ k. Will the fill material be placed below mean high water? 1. Amount of fill in cubic yards m. Type of fill material n. Source of fill material hOrroyl & o. Will fill material be p (aced on wmah -or other wetlands? p. Dimensio s of the wetland to be filled Ayo'x i q. How will excavated or fill material be kept on site and erosion controlled? ? f-A f s/000_ r. What type of construction equipment will be used (for example, dragline; backhoe, or hydraulic dredge)? b to khoe. s. Will wetlands be crossed in transporting equip- ment to the project site? 1JO If yes, explain the steps that will be taken to lessen en- vironmental impa 70, . 6AAf r-4t n ?. X Au.p P d /A4 P.44T rw rh r9aA/ 7 SHORELINE STABILIZATION a. Length of bulkhead or riprap L)Q S b. Average distance waterward o mean hig water or normal water level OV1,4 c. Shoreline erosion during preceding Il months, in feet d. Type of b4 head material s e. Amount of fill, in cubic yards, o be placed below mean high water .-- f. Type of fill material 2 ` - A; ADDITIONAL_FORMATION In addition to the completed application'form, the following items must be submitted: A Copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected property. If the applicant is not claiming to be the owner of said property, then for- ward a copy of the deed or other instrument under which the owner claims title, plus written permis- sion from the owner to carry out the project. An accurate work plat (including plan view and cross sectional drawings) drawn to scale in black ink on °S Vz x i 1 white paper. (Refer to Coastal Resources Commission Rule 7J.0203 for a detailed description.) Please note that original drawings are preferred and only high quality copies will be accepted. Blue-line prints or other larger plats are acceptable only if 16 high quality copies are provided by the applicant. (Contact the U.S. Army Corps of Engineers regard- ing that agency's use of larger drawings.) A site or location map is a pan of plat requirements and it must be sufficiently detailed to guide agency per- sonnel unfamiliar with the area to the site. Include county road (SR) numbers, landmarks, and the like. A stormwater management plan, if applicable, that may have been developed in consultation with the Division of Environmental Management. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners. These individuals have 30 days in which to submit com- ments on the proposed project to the Division of Coastal Management. The applicant must advise the adjacent landowners of this opportunity by sen- ding a copy of the permit application to them by registered or certified mail. This notification is re- quired by G.S. 113-229(d). 00- Name 14: 41 Address a 13 Name Gc? rr; )LrA .5hgrps Address ? Name Address A list of previous state or federal permits issued for work on the project tract. Include permit numbers, perms tee, and issuing dates. ! ?o/!' A check for $100 made payable to the Depart- ment of Natural Resources and Community Development to covet the costs of processing the application. A signed AEC hazard notice for projects in ocean- front and inlet areas. A statement bn the use of public funds. If the project involves the expenditure of public funds, at- tach a statement documenting compliance with the North Carolina Environmental Policy Act (N.C.G.S. 113A-1 to 10). 9 CERTIFICATION AND PERMIT SION TO ENTER ON LANM! Any permit issued in response to this application will allow only the development described in the application. The project will be subject to condi- tions and restrictions contained in the permit. I certify that to the best of my knowledge, the pro- posed activity complies with the State of North Carolina's approved Coastal Management Program and will be conducted in a manner consistent with such program. I further certify that I am authorized to grant, and do in fact, grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit ap- plication and follow-up monitoring of project. This is the -2-5'- day of_ 401714?h , 19 9- X Landowner or Authorized agent Send the completed application materials to the Division of Coastal Management Office nearest you and the U.S. Army Corps of Engineers. See the map on the inside front cover for the appropriate DCM office and addresses and phone number. IfEB 27 '`al i`Ji= k -L .4 1 tv a '00-000 d / ?/ a W Q d Z z> 3 „LO,f?FF S -x..• ?,? ?? 4 ,f991 g OZ ?Op Zy h s _ ?. •?S / 4 9 O .. s.9 Q .64 4 p , Q .'->63 ZS t U .gym ?. t Y9 ? i Q Lij A. k_ Ll to to a 21 ?•z' W tv k? z H c)) Ct 4 44 Q t `?'' ?o •?\ ( ` O U 1 Z ?... cr) rn r1- W 1? .t ? ?"'m o o\ N ,n h io d- ? V 1 ?F ?? 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Q O U- z 0 J A nF -?ur_n ifEB 27 '91 VO Pro-ec-- i o. o descr pt. on ? C,0 Location County Vj\fq bv? Nearest road OL t0 WJJ River basin - g. Nearest stream 6J anti classification 5(--- Evaluator Q`j,`] S Agency and address \;?71y? 11?LY Date and time evaluated Major Wetland Type //v? (? jl UL I Approximate size of wetland system acres Approximate extent of wetlands in area (Q acres within miles Three most commoh plant species (in order) Soil Series (if known) Hydrologic indicators n_r1v ,Q Direct surface hydrologic connection? YES NO n` Existing Conditions Drainage Disturbance Restoration potential- Restoration value Is site known to provide habitat for rare, endangered or threatened species? PD If so, list species observed or recorded. Item No. Score (circle one) I. Location/Landscape 1 Natural area buffer 5 2 Sensitive watershed 5 4 3 2 1 3 Dispersal corridor system 5 4 3 2 1 II. Ecological Values 4 Special ecological attributes 5 4 3 2 1 5 Wildlife habitat 5 4 4 3 3 ® 2 1 1 0 6 Aquatic life 5 7 Water storage 5 4 3 2 0 0 8 Streambank stabilization 5 4 3 2 1 0 9 Removal of pollutants 5 4 3 2 0 III. Human Values 10 Outdoor recreation/education 5 4 3 11 Economic value 5 4 3 0 Total score j 1? ?? tion and notes: i it d y ' ? es S e 0? ,, cr p ? ? V` 13 co t?, r-4 lf 7"- t AnoC. W30 .10- ' N 69 s cc ?9 Ea C.1 6£ V Z t1:A N JHH V ecp OOW 0 O Cll 1 f, UQY •? •P ? ? v ` O -p ? ? C N ti ? p V1 'ry O ?y° L£ o a z r' crl r4 rn- o o L Z2? u, a o •A to cp O a ?' I C ' li ,4v X85 ?? o°'?,• - ???s Z£ ?b i?? o? 3cr M " 0 gZ o w -? ka C) 'jo g ?, Orn saa, 'v, '.It% 93 lz? 01 q nzt w to) b a 11 z r-C) _rn Et) e W w 11 z I o? (t? ?q ` l*7 b 01 00 w let Jj n CA. ch ?v `!? 13, CA ?, y fDV O M^ c G N ? '• \ 157' ? .< ? Q m 2 cch D fit O \ O 01 Ae (4 n: D ? ? ? ? ?-z'?j? s • ? '? cq Z can C N? ? ? 1 s ? v,? t„ ? O Z o k' N y _ v t5 ? 1O N b go 01 y y %? ao , ?s?s y a'?. o cbn b a S? 00, 0,3. 6 87' rbj y ?Fy Z °' vDi N r ? X b s - `9?sag, 100.66 a3• y r? V n b `O Os ?J)• 8 N CD ?i b C ?? bb ?, F S 337J 07 E Z. 46 2c ? ? 200.00 ? the ?OHO .4 1 CA- AM A,zf? ? sO 6- rCA ?.. I 3. t t v . ? Z _ z Ln -Ti oft S, 1 as ?c' n o' 2 0' ? 1 ??°a, ?'b 1 _ ?, v Z 1 ? a? ? C f°+ (b 1 a C zz 'b 3 b Tvi a N (1 L N t u ?r Ts z ? n 1`? ? ,y ?1 - Z ?o?l 1 - a v?ti, t ? o n . I a. ? tr / . 2 ?/ ^1 fA ? .O ?CIO, _ ?ZZ d f ?s fir: s J` - Iwo r l.t?? aFn ??? 6z bay O C7 ? Z e N ? ` ? xy ? M ro - ?, Tr ` rp`, M Cn K" 4I h0S 1 04 Va S s? pNdJS? I EIl ?'S 1 d H •I b M -I N (J) i , M r m rn r I C 'T] r d 0 --1 - c O c 2 b M z . a d - . m D C n Z to v; N „? 7K r n o ANN Z b ."cn c bro m D z 'A 0 m N tA ?m o .T x 6, V n n? z n v y m 0 7- 0 a n v M z 0 n IZ D V b A a _ ? o rn kw?l ? M r ?N 0 C? T ? ? z d V7 s : Iv v o a b ? z R rn N 0 ro M • t. DIVISION OF E IRONMENTAL MANAGEMENT MEMORANDUM TO: Bill Moore, Environmental Engineer Water Quality Section, WaRO FROM: Deborah Sawyer, Environmental Technician. Water Quality Section, WaRO SUBJECT: Dredge and Fill Reviews on Hold for Stormwater Review Project: .. , ?J0, 9-a'y ., Project No.: W - ?- Date Received: ! l s/ Initial Date Comment: Description of Project: Comments: DIVISION OF ENVIRONMENTAL MANAGE ENT CAMA MAJOR PERMIT APPLICATION REVIEW 2 PROJECT NAME: COUNTY : PROJECT V d! 0 --• G' .- STREAM OR ADJACENT WATER BODY: CLASS BASIN: pAS OPEN OR CVAPR-OVED:: (FOR SHELLFISHING) STORMWATER PLAN REQ'D: (Y. OR N) IF YES, DATE . a , ?c ?..?e?y 1? 3• /yZ de-?x PROJECT DESCRIPTION: o, coo 2v "'1j--,;0 ` ?2+r-csc ye Zo ASSIGNED TO: DATE APP. REC'D.: 5105-1-3 (YY/MM/DD) JOINT NOTICE (Y/A) INITIAL REPORT: (YY/MM/DD) RECOMMENDAT 1 FINAL REPORT: (YY/MM/DD) (ISS ?E /OTHER ~ WATER QUALITY CERT. (401) CERT. REQ'D: (Y OR N) IF YES: GENERAL CERT: / (Y OR N) TYPE GEN: (INDIVIDUAL CERT: N- (BULKHEAD, BOAT RAMP, ETC.) SEWAGE DISPOSAL TYPE OF DISPOSAL PROPOSED: (EXISTING, ROP EPTIC TANK, ETC.) TO BE PERMITTED BY: (DEM, DHS, COUNTY) IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE? (Y OR N) WATER/WETLAND FILL AREA OF FILL: WATER: WETLAND: $b IS FILL ELIMINATING A SIGNIFICANT US (Y OR N) DREDGING IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF RESOURCE? (Y OR N) AREA TO BE DREDGED IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? (Y OR N) MARINA ARE THE FOLLOWING ADEQUATELY ADDRESSED? SEWAGE DISPOSAL: MARINA SERVICES: OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATER: (ATTACH A MARINA USE ATTAINABILITY EVAL.) REC MMENID CONDITIONS OR PERMIT RESTRICTIONS: w ..n 1/_ O , v cc: WaRO - Dorney - Central Files - DCM: J. Parker, Morehead City, Washington; Elizabeth City MEMO TO: : O 1? N DATE: SUBJECT: OL ??af 7''-_ 1-3 Mrv m. u3 North Carolina Department of Evironmen t, ?s? Health, and Natural Resources MEMO DATE. kb TO: SUBJECT: A?-W'o- j VtMA) S c ,S cam- ?? 2 r c.c?-- ??t; 16VD -(:0 o? From: J ??Sf?A7E4 North Carolina Department of Environment, Health, and Natural Resources Printed on Recycled Paper MEMO DATE: TO 7/2?/? 1 cuj- SUBJECT: ? U A4tA, Ay\- 9Q*a?jt-- C,> ?L"Zj S OA15 -CS OAA 4?I S(Io ?At ?? ??F. From: ?.Mt STAIZ North Carolina Department of Environment, Health, and Natural ResourcesTc.? Printed on Recycled Paper DIVISION OF ENVIRONMENTAL MANAGEMENT CAMA MAJOR PERMIT APPLICATION REVIEW PROJECT NAME: 1 COUNTY: PROJECT : - G STREAM OR ADJACENT WATER BODY: CLASS: S BASIN: OPEN OR C STORMWATER PLAN REQ'D: IF YES, DAT PROJECT DESCRIPTION: ASSIGNED TO! ?(. DATE APP. REC'D.: INITIAL REPORT: FINAL REPORT: (FOR SHELLFISHING) • (Y OR N) 6--Ifl VED:-i?4 JQ 1a .[OtALWO b4d K• S !/ (YY/MM/DD) JOINT NOTICE (Y/N) (YY/MM/DD) RECOMMENDATION: (YY/MM/DD) (ISSUE/DENY/OTHE WATER QUALITY CER . (401) CERT. REQ'D: (Y OR N) IF-YES: G ERAL CERT:_ (Y OR N) TYPE GEN: (INDIVIDUAL CERT:_y (BULKHEAD, BOAT RAMP, ETC.) SEWAGE DISPOSAL TYPE OF DISPOSAL PROPOSED: ' (EXISTING OPOS SEPTIC TANK, TC.) TO BE PERMITTED BY: (DEM, DHS, COUNTY) IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE? (Y OR N) WATER/WETLAND FILL ?0??12? ih jl; AREA OF FILL: WATER: /d WETLAND : co e% IS FILL ELIMINATING A SIGNIFICANT US (Y OR N) A?9TFp 019? DREDGING -ct IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS 9`?Q A,fP RESOURCE? (Y OR N) AREA TO BE DREDGED IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? _ (Y OR N) s) f6 MARINA - ARE THE FOLLOWING ADEQUATELY ADDRESSED? .SEWAGE DISPOSAL: MARINA SERVICES: OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATER: (ATTACH A MARINA USE ATTAINABILITY EVAL.) cc: WaRO - Dorney - Central Files - DCM: J. Parker, Morehead City, Washington, Elizabeth City MEMO DATE: TO: SUBJECT: ?en""? rt IAI 06,4 From: North Carolina Department of Health, and Natural Resources Environment, 09 Printed on Recycled Paper IMPORTANT To ' Q Date W ILE YOU M ? ?-- Time ERE OUT 1 of Phone AREA CODE NUMBER EXTENSION LL Message d q- ? f , ` ?A DS Signed TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CA N.C. Dept. of Environment, Health, and Natural Resources 02" 133 Printed on Recycled Paper DEPARTMENT OF THE ARMY WILMINGTON DISTRICT, CORPS OF ENGINEERS P.O. BOX 1890 WILMINGTON, NORTH CAROLINA 28402-1890 IN REPLY REFER TO Regulatory Branch Action ID. 199102023 May 15, 1991 Mr. John Dorney Water Quality Section Division of Environmental Management North Carolina Department of Environment, Health and Natural Resources Post Office Box 27687 Raleigh, North Carolina 27611-768T Dear Mr. Dorney: Enclosed is the application of Mr. Ralph Barco, Soundside Estates, for Department of the Army authorization and a State Water Quality Certification to construct a pier and boatramp, place fill material in waters/wetlands associated with road construction and the filling of a ditch and remove stumps adjacent to and on Currituck Sound, Grandy, Currituck County, North Carolina. Your receipt of this letter verifies your acceptance of a valid request for certification in accordance with Section 325.2(b)(ii) of our administrative regulations. We are considering authorizing the proposed activity pursuant to Section 404 of the Clean Water Act, and we have determined that a water quality certification may be required under the provisions of Section 401 of the same law. A Department of the Army permit will not be granted until the certification has been obtained or waived. In accordance with our administrative regulations, 60 days after receipt of a request for certification is a reasonable time for State action. Therefore, if you have not acted on the request by July 15, 1991, the District Engineer will deem that waiver has occurred. Questions or comments may be addressed to Mr. Norm Sanders, telephone (919) 975-3025. Sincerely, ICJ ne Wri t Chie , Regulatory Branch Enclosure DIVISION OF ENVIRONMENTAL MANAGEMENT CAMA MAJOR PERMIT APPLICATION REVIEW PROJECT NAME: COUNTY: ' ROJEC #: STREAM OR ADJACENT WATER BODY: : "LASS: Se 444 BASIN: AQS OPEN OR CLOSED: (FOR SHELLFISHING) STORMWATER PLAN REQ'D: (Y 0 N) IF YES, DATE P ROVED: .?IZee-w S !/S /?,, PROJECT DESCRIPTION: - - - S. AI • ASSI NED TO: DATE APP. REC'D.: 91 3 (YY/ JO ' T`TICE ?(Y/N) INITIAL REPORT: (YY/ DD) RECO TI MME SS?- FINAL REPORT: (YY -: 9G E/DENY/OTHER) WATER UALITY CERT. (40 SD Sri S°o,? CERT. REQ' D : (Y OR N) G IF YES: G ERAL CERT:(Y ) -y' TYPE GEN: (I ,IDt,L CEl (BULKHEAD, BOAT RAMP, ETC.) ctl9C?Z?Z SEWAGE DISPOSAL 1 TYPE OF DISPOSAL PROPOSED: (EXISTING, BEDEOSE-PSEPT I TANK, ETC.) TO BE PERMITTED BY: (DEM, DHS, COUNTY) IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE? (Y OR N) WATERNETLAND FILL AREA OF FILL: WATER: D WETLAND: Ly/ U (Y OR N) IS FILL ELIMINATING A SIGNIFICANT ? e- DREDGING IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF RESOURCE? (Y OR N) AREA TO BE DREDGED IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? (Y OR N) MARINA ARE THE FOLLOWING ADEQUATELY ADDRESSED? SEWAGE DISPOSAL: MARINA SERVICES: OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATER: (ATTACH A MARINA USE ATTAINABILITY EVAL.) cc: WaRO - Dorney - Central Files - DCM: J. Parker, Morehead City, Washington, Elizabeth City DIVISION OF ENVIRONMENTAL MANAGEMENT CAMA MAJOR PERMIT APPLICATION REVIEW PROJECT NAME: COUNTY: &A-4A!AdA ROJEC #: - STREAM OR ADJACENT WATER BODY: + CLASS: BASIN: OPEN OR CLOSED: (FOR SHELLFISHING) STORMWATER PLAN REQ'D: (Y 0 N) IF YES, DATE PROVED:. .?2esto S!/3 /?,, PROJECT DESCRIPTION: +. i. • - ASSI NED T0: f DATE APP. REC'D.: JQ! OC! 3 (YY/ JO? -?TTICE (YIN) INITIAL REPORT: (YY/ DD) RECO TION:= xs?fi? FINAL REPORT: (YY 9G *I /DENY/OTHER) L i A c {,? WATER QUALITY CERT. 46 TI °- I-Lo CERT. REQ'D: 1 (Y OR N) IF YES : GENERAL CERT : (Y ) N? .? TYPE GEN : (I ,iDOA 4 CF? (BULKHEAD, BOAT RAMP, ETC.) SEWAGE DISPOSAL 1 TYPE OF DISPOSAL PROPOSED: (EX TING, P OSE SEPTI TANK, ETC.) TO BE PERMITTED BY: (DEM, DHS, COUNTY) IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE? (Y OR N) WATERNETLAND FILL AREA OF FILL: WATER: D WETLAND: Ski IS FILL ELIMINATING A SIGNIFICANT UVE7 (Y OR N) DREDGING IS DREDGING ACTIVITY EXPECTED TO CAUSE A SIGNIFICANT LOSS OF RESOURCE? (Y OR N) AREA TO BE DREDGED IS SPOIL DISPOSAL ADEQUATELY ADDRESSED? (Y OR N) MARINA ARE THE FOLLOWING ADEQUATELY ADDRESSED? SEWAGE DISPOSAL: MARINA SERVICES: OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATER: (ATTACH A MARINA USE ATTAINABILITY EVAL.) cc: WaRO - Dorney - Central Files - DCM: J. Parker, Morehead City, Washington, Elizabeth City MEMO TO: DATE: SUBJECT: l? 4Q C North Carolina Department of Environment, L Health and Natural Resources Quu.