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HomeMy WebLinkAbout20140486 Ver 1_RS Preliminary Tech Memo 4-22-2014_20140422TECHNICAL MEMORANDUM Preliminary Information: Hollowell Mitigation Site in Johnston County Date: April 22, 2014 Prepared For: US Army Corps of Engineers NC Department of Environment and Natural Resources Prepared By: Restoration Systems Ecosystem Planning and Restoration Restoration Systems (RS) is in the process of evaluating the mitigation potential of the Hollowell Property (Site), located in Wayne County. The purpose of this memorandum is to provide preliminary information to the US Army Corps of Engineers — Wilmington District (USACE) and the NC Department of Environment and Natural Resources in order to solicit comments that may be helpful in developing formal mitigation plans for the site. The Site is rather large and complex, and is expected to make use of the NC Coastal Plain Stream Guidance; therefore, agency input and comments are requested to aid understanding the potential of the Site for mitigation purposes. Overview The Site is located in Wayne County, approximately six miles west of Goldsboro (Figures 1, 2, and 3), and lies within HUC 03020201 of the Neuse River Basin (Figure 4). The Site includes two unnamed tributaries (UT1 and UT2) that flow directly to the Neuse River, as well as extensive floodplain and wetland areas adjacent to the Neuse River itself (Figure 2). As a result, the Site offers the unique opportunity to work at a watershed scale and also enhance/protect valuable riparian areas and wetlands along the Neuse River. In its current condition (Figure 5), the property is used for agricultural crops and timber production. The conceptual mitigation plan for the site includes stream restoration and enhancement, riparian wetland restoration and enhancement, riparian buffer restoration, and nutrient buffer restoration. Hollowell Mitigation Site — Wayne County Page 1 TECHNICAL MEMORANDUM Preliminary Assessments Field assessments have been performed by RS staff, Kevin Tweedy and Erin Bennett with Ecosystem Planning and Restoration (EPR), and Mike Wood and Tom Dickinson with the Catena Group (Catena). Assessments to date have focused on preliminary evaluations of stream, wetland, and buffer conditions onsite, sources of degradation, wetland and hydric soil boundaries, and uplift/mitigation potential. EPR staff members have walked the Site streams in October 2013 and February 2014 to assess stream conditions, sources and levels of degradation, buffer conditions, and mitigation options. EPR also provided initial estimates of wetland mitigation potential for the Site. Catena performed site evaluations in March and April 2014 to evaluate hydric soil and jurisdictional wetland boundaries (Figure 5), and refine area estimates for wetland mitigation. Catena also identified significant mussel communities along the wooded portion of UT2 that offer the unique opportunity for preservation and enhancement of these critical aquatic habitats. NWI wetland mapping and NRCS soils are provided in Figures 6 and 7, respectively, for reference. Mitigation Concept Plan The conceptual mitigation plan for the Site involves the following components: stream restoration and enhancement, riparian wetland restoration and enhancement, buffer restoration, and protections of additional uplands and existing buffers. Each component is described briefly below, proposed mitigation amounts are summarized in Table 1, and the mitigation concept plan is illustrated in Figure 8. Stream Restoration is proposed along UT1 and UT2.�x Both stream systems currently exist as channelized headwater streams that are functioning as agricultural ditches. Restoration reaches will be restored to their Photo 3. Wooded section of UT2 that contains mussel historic floodplains through valley restoration practices communities. Reach is proposed for stream that incorporate a small pilot channel sized to enhancement. approximately the inner berm return period flow (less than one year return period). This approach will promote the development of in -stream habitat that could be colonized by aquatic mussel species that have been observed on the Site. This design approach will also provide frequent overbank flooding to hydrate the adjacent wetland restoration areas. Hollowell Mitigation Site — Wayne County Page 2 TECHNICAL MEMORANDUM Stream Enhancement is proposed along the downstream wooded portion of UT2. High quality mussel assemblages have been identified along this wooded portion of UT2; therefore, stream enhancement is proposed for this reach allowing minimal disturbance to the existing stream system. The wooded reach of UT2 is relatively stable in its existing condition, and exhibits good instream habitat, but there are several small headcuts primarily on the lower end of the stream that are threatening further incision and degradation of the system. The headcuts appear to be primarily the result of past stream channel manipulation and an old culverted stream crossing that has since blew out. Instream grade control structures will be selectively installed along the reach to prevent future incision, protecting the existing mussel communities and the stream's existing connection with its wetland floodplain. Riparian Wetland Restoration is proposed along UTI and UT2 in areas where existing hydric soils have been drained for agricultural crops. The stream restoration approaches proposed will reconnect the streams with these historic floodplain wetland areas, decreasing drainage and restoring wetland hydrology. Lateral drainage features will also be filled and removed as part of the proposed restoration. Riparian Wetland Enhancement is proposed for existing wetland areas along the Neuse River that have been cleared for timber production. Enhancement will be achieved by replanting appropriate native tree and shrub species, filling several existing drainage ditches and swales, and by replanting a substantial amount of adjacent upland buffers that will further protect water quality of the system and provide habitat diversity along the Neuse River corridor Riparian Buffer Restoration is proposed along all streams within the project area that do not currently have a riparian buffer. Existing cleared areas of buffer include agricultural fields and areas that have been cleared for timber production along UT1 and UT2. Nutrient Buffer Restoration is proposed along all stream segments and ditches, including approximately 7,400 feet of the Neuse River, out to a distance of approximately 200 feet from the stream/ditch channels. Adding the additional width of nutrient buffers along all stream reaches will provide additional protection to the water quality of the tributary streams and the Neuse River. Hollowell Mitigation Site — Wayne County Page 3 TECHNICAL MEMORANDUM Table 1. Conceptual Mitigation Summary — Hollowell Site Mitigation ApproachSize III i Proposed Credit Ratio Potential Credits Stream Restoration 9500 ft 1 :1 9500 Stream Enhancement 2000 ft 2 : 1 1000 Wetland Restoration 25 ac 1 : 1 25 Wetland Enhancement 62 ac 3 : 1 20 Riparian Buffer Restoration 17 ac 1 :1 17 Nutrient Buffers 59 ac Upland Buffer 76 ac No Credit Buffer 11 ac Constraints There are few constraints to the proposed project. Two existing farm road crossings, one on UT1 and one on UT2, will be incorporated to allow land access after the proposed mitigation project is implemented. These crossings will not interfere with the hydrologic restoration of the stream or wetland systems upstream or downstream of the roads. An existing overhead utility line runs approximately east to west across the site and crosses UT1 and UT2 once. The area of the road crossings and the utility easement will be cut out of the proposed conservation easement boundary for the site. Hollowell Mitigation Site — Wayne County Page 4 ad Legend Rd 14 -rear r-1 Project Boundary 10 1 2 FIGURE 1 4 9 Miles Quaker Neck Lake an PROJECT LOCATION 35' 21'35" N 78' 07' 13" W HOLLOWELL SITE VICINITY MAP WAYNE COUNTY, NC Lane Tree rl 171 Golf Club itm Avp r4m S, GOLDSBORO Seymour Johnsen Air Force Base PREPARED BY: DATE: E P P APRIL 2014 x .� ♦yyu- �-y .. y ,.�,. 1: BSC b ".Yta k ar . _ n {w'?'.i t .� "G, y"' " s•"ail f'is' '. .s • : r i"1e Jam' . y, ^v ;dam, .a'. e. y- ,+�y ,x ', �.'< *f4'�iE 4�'�. <t�'d• r @ y,z'" 40 V �; a�xn't� � r. e. n• r.' J ," �;.; . 4. �d�s � 4 r �'�t� `' y ��s, . •• h � ff "4'�' .. Cy p yyy r � _LAS .•1 P �_ � � ,yy,i 't �RhF f. � N. �K,�L R,. l JN R�' t".'`tr �` ,4. C�' yC., :" a r f.. e",a'.'•' •.A i r §� �,��g.1l;-. I VP est ��w Z cr ��, � � � F^ r} �; � ` `j • s Ply g �,.�� F .�*' � 3�a3 r ��.i ��fi c" � - •+� �6�� wY �rt��-� �M `�� � fixer _ ��a l �f kx ^kms`._ 40 }� s a H n a Y. i Vis"�w . VE s:. � '�}� ,fir �• �'� � r X Legend �. Project Boundary's 0 375 750 1,500 HOLLOWELL SITE Feet SITE BOUNDARY MAP PREPARED BY: DATE: FIGURE 2 WAYNE COUNTY, NC —``►�� p p APRIL � � 2014 �- ,a x 76 s �` s 01 'A pY� ■" $ kyr `� _ jpq^ f/�f y 51 Legend Q Project Boundary { `� -- r Steirkns 0 875 1,750 3,500 HOLLOWELL SITE Feet USGS TOPOQUAD MAP PREPARED BY: DATE: FIGURE 3 WAYNE COUNTY, NCE P P 2014 s 03010106 03010102 03010103 03010104 � 030 07 Alearn�l rx 03020102 ' h 2776 Tfl,xtl f MCLP9fIBuin G3L x6 nv Il I�:I II ., .. I Greensboro -- Frur rr'r" t.a Alm rmanre 03020101 - 1P45 Rll,1 AlrPrxb%laa.a s..- 'n _ n.x gnsa,wifla r 03030002 .. 3raen 47 a rrl N i e: S a. *ahm ae :•� H.cx.xi>'�wTiFl.al:I �- kaleGril I.. C1ema dul fsr 3nvrc e7 rarrtp 10[5 .. ..'... - APFC 1-14L i - r. :.L .. a .. c a rf° r. .. �. L, 03020103 -,: ,, i�.tl9elitlt � �. � 03020201— r. r.la Falfm,z Fall- 'x), aFfenklinvi3f�4__ .. _ 4 03040.103 - Muno'�Aif;Qn! Ger �....:. 03030003':-'-'o �sola.o-� .I„!: IvnealF' 03020203 ..I ..I.. ., Pine Level SF � 03040103�'° ”'"° "' I uanl, a �I SG€ Ell­Rofibinc-� ,r..r,. -- - psi r"..."PROJECT " LOCATION Hnr. k<r•an infix ` - k 03030004 Legend Al oorecm ,,,:�. r.ln,el, 03020202 Q Project Boundary a1 "p°" : ; tom; f 03030006 Q 8 -Digit HUC %r F., -.i, n" ..1103030007: 0 s 10 20 HOLLOWELL SITE Miles WATERSHED MAP PREPARED BY: DATE: FIGURE 4 WAYNE COUNTY, NCR P 2014 X'' }.f •ysls�.i �+L �'.• � p°' 9� .v S' 9 i ✓e �� ��, it L � �-'S V ���: �. �� � �� Legend A. ,a fig, �o •� t - ..; � fir."' 1 Y ..xs�, �c �('t �," ,tL „1 '�` ,�' .:i ~ '+-L' '� x.a✓•�� ir° 3 Yi-Sa, x f Rs l� 4 _ :.,,Y4.. .¢: i^_:.. Project Boundary Existing Streams and Ditches Existing Wetlands (Preliminary)�'�'u # L° r a.ryv� IK 0 400 soo 1,600 HOLLOWELL SITE Feet EXISTING CONDITIONS MAP PREPARED BY: DATE: FIGURE 5 WAYNE COUNTY, NC �E P P PRI = PFO{1C �.aPF01F PF01C;:, a PF01A PF01A PF .,PF01C f C 'PF,01 C' �� PF01 C t , PF01/4Ar., . PF01 C a • PF01C {• e PF01/4A" s� .fir PFOIC C PF 1 R2UBH r ra �µ. PF01A 'k PF01A k, r .f e � RIMS y PF01G ,_ PF01A x r V Ir . Legend ,.-u `� ,µ,Vi PUBHh Project Boundary � L p. �` .� � •a "���� ; '. "., P d Freshwater Emergent Wetland PSS1A Freshwater Forested/Shrub Wetland a g Freshwater Pond j 0 •I„','I�� PF01 C Other h' ' Riverine 0 375 750 1,500 HOLLOWELL SITE Feet NWl MAP PREPARED BY: DATE: APRIL FIGURE 6 WAYNE COUNTY, NC �E P P 2014 K5E A.. r`I Dr - Ch NoB =�Rub � Ch - Wh6 KaB ,. � Kn WhA • i To f WaG Na t" Ch r' F Kn Lv CrC2 TOCrC2 " Legend OProject Boundary _ Kalmia loamy sand, 10 to 15 percent KaA _ Ruston loamy sand, 2 to 6 percent slopes (Orangeburg) KaA III KaA t Ch- _ Bibb sandy loam [Ka�E] Kalmia loamy sand, 2 to 6 percent slopes - Nahunta very fine sandy loam _ Troup sand Chewacla loam F(CA Kenansville loamy sand Le :_ Wagram loamy sand, 0 to 6 percent slopes C- Craven sandy loam, 6 to 10 percent slopes, eroded (Gritney) LKn] Kinston loam _ Norfolk loamy sand, 2 to 6 percent slopes Wagram loamy sand, 6 to 10 percent slopes Df Dragston loamy sand [ La Lakeland sand _ Norfolk loamy sand, 6 to 10 percent slopes Wagram loamy sand, 10 to 15 percent slopes Exum very fine sandy loam LLej Leaf loam Kn Water Goldsboro loamy sand [Ln] Leon sand AyA� FW-e ­1 Weston loamy sand (Woodington) JO Johns sandy loam Lu ] Lucy loamy sand _ Rimini sand Exp _ Kalmia loamy sand, 0 to 2 percent slopes Lv7 Lumbee sandy loam - Ruston loamy sand, 0 to 2 percent slopes (Orangeburg) = Wickham loamy sand, 2 to 6 percent slopes 0 500 1,000 2,000 HOLLOWELL SITE jox Wab Rub nPo f N .M. KaD,�. RuA s° Ch Na NoC W *� NOC K5E A.. r`I Dr NoB Ch NoB Ch WaB We K Kn WhA • i To f WaG Ke { Ch r' F I Lv CrC2 TOCrC2 " Legend OProject Boundary _ Kalmia loamy sand, 10 to 15 percent slopes (Winton) _ Lynchburg sandy loam _ Ruston loamy sand, 2 to 6 percent slopes (Orangeburg) Aycock very fine sandy loam, 0 to 2 percent slopes _ Kalmia loamy sand, 15 to 25 percent slopes _ Miscellaneous water Torhunta loam _ Bibb sandy loam [Ka�E] Kalmia loamy sand, 2 to 6 percent slopes - Nahunta very fine sandy loam _ Troup sand Chewacla loam F(CA Kenansville loamy sand _ Norfolk loamy sand, 0 to 2 percent slopes Wagram loamy sand, 0 to 6 percent slopes C- Craven sandy loam, 6 to 10 percent slopes, eroded (Gritney) LKn] Kinston loam _ Norfolk loamy sand, 2 to 6 percent slopes Wagram loamy sand, 6 to 10 percent slopes Df Dragston loamy sand [ La Lakeland sand _ Norfolk loamy sand, 6 to 10 percent slopes Wagram loamy sand, 10 to 15 percent slopes Exum very fine sandy loam LLej Leaf loam _ Pantego loam Water Goldsboro loamy sand [Ln] Leon sand _ Rains sandy loam FW-e ­1 Weston loamy sand (Woodington) JO Johns sandy loam Lu ] Lucy loamy sand _ Rimini sand _ Wickham loamy sand, 0 to 2 percent slopes _ Kalmia loamy sand, 0 to 2 percent slopes Lv7 Lumbee sandy loam - Ruston loamy sand, 0 to 2 percent slopes (Orangeburg) = Wickham loamy sand, 2 to 6 percent slopes 0 500 1,000 2,000 HOLLOWELL SITE Feet NRCS SOILS MAP �;vve RuB Go Kn Po NoB L Nc NoA Jo We PREPARED BY: DATE: FIGURE 7 WAYNE COUNTY, NC — �'F P R PRI 0 375 750 1,500 HOLLOWELLS m6mmmml Feet MITIGATION CONCEPT MAP RESTORATION SYSTEMSLLC PREPARED BY: DATE: FIGURE 81 2014 WAYNE COUNTY, NC �� E P R PRI